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Home My WebLink AboutPermit 6734 - Kenworth - Roll-Up Doors: � p �..�,.., �. 7:: S I hereby certify that I have read and examined 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: A,G ----• DATE: /41-A / Co /9q/ PRINT NAME: M r e./ /4 KAL/htak., / COMPANY: 4c o."./..4 "Tt- Co, - 'P SF SN V -N B ED - • (year) 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: ❑Sprinklers Q Detectors Qx N/A UTILITY PERMITS REQUIRED? Q Yes xQ No (through Public Workal ZONING: ADDRESS ZIP BAR /LAND USE CONDITIONS? ❑ Yes xQ No CONDITIONS (other than those noted on or attached to permit/plans) n PROP€ iTYi •W R PACCAR, INC. PHONE 767 -8604 ADDRESS 777 106th Avenue N.E., Bellevue, WA ZIP 98004 CONTRACTOR Washington Coast Construction PHONE g 38 - 9599 ADDRESS 601 25th Court East, Milton, WA ZIP 98357 WA. ST. CONTRACTOR'S LICENSE# WASHII *21600 EXP DATE 11/91 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING ( p7L/ PERMIT NO. DATE ISSUED: PROJECT INFORMATION SITE ADDRESS PROJECT NAME/TENANT Kenworth 8801 E Marginal Wy S TYPE OF U New Building U Addition bd Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: Q Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE D existing roll up door and install two roll up doors in its place. CODE. COMPLIANCE USE .� FLOOR TOTA SQUARE OCC. FEET LOAD SQUARE FEET OCC. SQUARE OCC. SQUARE OCC. LOAD FEET LOAD FEET LOAD / SQUARE FEET OCC. TOTAL TOTAL LOAD SQUARE FEET OCC. LOAD APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. Th is permltsh b ecome null and voi if ti issuance, or if t :w ork i s sus pen de d or a Division 98188 B PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) wo rk i andone • DESCRIPTION BUILDING.:pERMIT FEE PLAN:CHECK FEC: . BUILDING SURCHARGE< >: OTHER ; TOTAL AMOUNT: RCPT # >10$:00 :0882 0882': > 0 88 : €s 04 :9i i9>E PLAN CHECK NO.: SUITE # BUILDING OFFICIAL 91 -321 VALUE OF CONSTRUCTION - $ 9,400.00 ASSESSOR ACCOUNT # 542260- 0060 -03 DATE: 5 - " (iv not commenced within 180 days frorm the;:date of f for a penod 180 days; from the last inspection; DATE ISSUED: PERMIT NO. CONTACTED Leek' rnQ o DATE READY DATE NOTIFIED _. 1 1 6 c i Bv, (init.)- \� 4 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: PROJECT NAME SITE ADDRESS PLAN CHECK NUMBER C 11 — ?)at INSTRUCTIONS TO STAFF BUILDING 'ERMIT APPLICATION TRACKING BC)) F_An2v nal txt • 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLQZ7Ft. SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 000. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. O PUBLIC WORKS INIT: INIT: PUBLIC WORKS LETTER DATED: BUILDING - initial review O FIRE O PLANNING O OTHER BUILDING - final review `x--13 -1 REVIEW COMPLETED CONSULTANT: Date Sent - Date Approved - �`�wl INIT: INIT: INIT: (ROUTED s SUITE NO. ME FIRE PROTECTION: Sprinklers Detectors (1 N/A FIRE DEPT. LETTER DATED: INSPECTOR: TOTAL OCC. LOAD ZONING: IBAR/LAND USE CONDITIONS? ( ( REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes TYPE OF CONSTRUCTION: UBC EDITION (year): No CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS 8801 E. MARGINAL WAY S. PROJECT NAME/TENANT KenUuor -E-h EbGNMENT t. a : NATURE OF BUSINESS: Truck Manufacturing Plant WILL THERE BE A CHANGE IN USE? ()!) No U Yes IF YES, EXPLAIN: PROPERTY OWNER PACCAR, INC. ADDRESS 777 - 106th Ave. N.E., Bellevue CONTRACTOR Washington Coast Construction ADDRESS 601 - 25th Court East, Milton WA. ST. CONTRACTOR'S LICENSE # WASHII *21600/A11525 ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED 1.--C) -9 SUITE # EXAM PRINT NAME Donn Crook, Plant Manager ADDRESS 1-1 t-- -- pans', Plant Engineer /r7;ke KAAlsictiut 8801 E. Marginal Way S. BUILDIN PERMIT APPLICATION UItDING? PERMIT' FEE:;.'' PLA<:HE TOTAL;<: VALUE OF CONSTRUCTION - $ $9,400.00 ASSESSOR ACCOUNT # 542260 0060 - 03 (MAIN PLANT) TYPE OF U New Building O Addition L7 Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Remove the existing 10' -0" roll up door on the east wall of Building 'F' (Butler Building) and install two 15' -6" roll up doors in its place. BUILDING USE (office, warehouse, etc.) Truck test area and axle alignment. SQUARE FOOTAGE - Building: 2,400 sq . ft .Tenant Space: Area of Constructs • WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? J No 0 Yes IF YES, EXPLAIN: SIGNATURE DATE APPLICATION EXPIRES PHONE 767 - 8604 PHONE 838 - 9599 EXP. DATE 11/91 PHONE DATE ZIP 98004 ZIP 98357 ZIP 9/ PHONE 767 -8406 CITY /ZIP Seattle /98108 PHONE 767 -8452 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 plrn review. VALUATION OF CONSTRUCTION Valuation for new construction and additions calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 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 I AUTHORIZED AGENT Ii 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 o bt a i n the permit ;gist be reqvire as part of this subrnittal. 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 431 -3670. COMMERCIAL ,:, ... , . . .. , .. .• • ...•....• ...•.:•.....,;',' , •: • :••, :•: :.• •• .. ...,...;:::•.::•;....;::::::.::::::::::•::•:::, • 4pecifloatIons..;:: ::::... . ..•,::;•:•;::::,:::.:.;::":;;•• Structural lcalculations Stamped lbY . ... ,. ......; . :angineer:':; ;; ....i: ; :i ,„ :...: ::, • :1 •:: : :•:•::':; ::. •' ; ':::::: : :: : :,i,:::...g.,..:.:::::::,: , .;:;:;::::i,::.:',;:::::::::;::::.:::•,:::............ 3016';11)Port. stamped by a Writhingtorr State ;11totieett .... . .... ;• , . . .;...„..,...:;,.....;:;...:::..,...„•:;.:•......::.......:::::::::-:•.••• ang Topographical :su.rvey':••• , ... .... .••••:.: or architect •• '. •-•••:::;:::: •:.:;:.: Energy caltxtlatIons stamped by a W.001. 9 :.. f..1 :.. :• ,. ! . " ,. ......!. 10 $ 1 ::.:,..iiH:;:,.:::„..,, ' ' '::• 'Legal description: :•,.•':' ••;'•'-;:;.' - • ,•-•••,-;:.::::;,-::::::::•:;f::::::::'?...;;;;E:::::::::.:::::::;w:::.....:•,....:::::::::::...•:: ' • • "-;" . • .;''''' ;'......]::.•'•:,•••••!•,::::::: .,'Y■intidrig orilwiefrhigi-n'ols b uc .::•.:'.• ...::''.:1.': .:;.:,.1.i,i.•••••;1,.:••,,•;;;;;:.:;:;:;.;::::gagglii;!:::',;11::::1;;;:.1!:::;:;11!;:.':•••::::;:ii1:-.illi tt . A . by a Washingtort,5tate14 nsed.,:;:•,...,:„.:.:.: •• . lifteot , Vi.. • ... • ' ... S" Plan: ' ' dravi Structural d ; drawi •;:; Elevations • . : ., . . .. " . lt CM •dra*Ings ....... . lire iireie,41 ...[ Completed s ildllik perm Landscape it application . .... . draw 1 ..!".,..!...! . r : : , '..':::.- ,, , • • ... . ....• • • • • •.",••• •• • • • ••• RACIC4TOFIAcIE,-, : Completed building permit appflcation Assessor Account •NuMber.::...: . ;;•.; . • •;;,••••:.•Twa (2) seta of plans, which include fl Building floor plan showing '• .: ' .. '• • ; ; •• • ; • :•-:':"".• '•.'EntitajpaCe*.hatia'l*.e1•01.11?FtlAr.ft„ - .,-.,,,...,..,.:ii,•:,...,::::::::::i:,.;:::::.;.• a Exit.dopre:::::::,;:: _ . • , .. ...... SqlE H iti .:. : .•:. : .. ......,...,..!!!s . • . • .:Tii• 6F''1°*1:::::;.....?: 0,.cit8■1':;:,!!::::::t:::::..,..:.';'...::::,..::.....,,,..„:,..................... . NOTE::::include;din racks (4q19!)k0d". end exit .Witv 4 . on plan :.:::. , ,:.:: ,, .-...:..„.,.::,:.:::.:....,...„,..:.....,;:••,..::.„,....„.... .,.:.....,.........,..,.... ...:-.,.:.:::.:.......,:,„:........:. :.,...„:.:.:...:,..„:„....„...:- ... ..... . LII itrtreteral:calotilat4ens strimpedby.eYVashk ,,Igni.)9„.••••••!..„•,.(.rpoi•ieraga.;8and ever);.•:::::,::::.;':::::.::::;::::;:•:::::1:',;:::':',..':::::::;;:i:::::!:::::'.::::''''''".......:...' FiE10 . .E .,.,. !1 ..,, 7 . .. „ 1 .. 1 ..7.. wELutio.. 81, . for 1.;011 !.. ',iOi ::,•!0°:'•;!!-!:::•;:;.;;;.::'.d:i. ;1•;%1;i' :•.:iannit•;:ti......r)11catir.•::::;!:.::::::::::;:::;:i:::::B.g•:!:!:ii..:E. fl Completed F A M ILY D ... 1:071(: ) ti.. . . iisestmr:'19?"..' nt Nu::' .:iiiivriallO'i:.ir..,.!::..::.•:,„:„:.!•:.:•......::.....:::,:iiiik". • ..+.2q04" ::::::.......g.. Leg Number w hich a14e.s.... A .... : „ : ., •• ••• • • . E:1 :1- wa.. ef. w 01 ‘ ng ...., ,,...,,(04. pkinieroride, stitao,seceesartd, ..91te plan 7 re:,...‘,.:„. of ..!... .i 1 " •••-• 1 * ....,,,,„,.... ....,: ......,........:7:::::::: :...... ,.... ;:•;•••• ... ) ... atill°9111 Plana :::' (all. f , .• .. .‘ .,,... ' -- - -- — sasectloa S U BMITTAL CHECKLIST • • cros • • • .. Comp le ted Washington Stale Energy' Code data comp •... • ,s • ii0"00 .•." af.50 P.1.!7 Ada" tOOPFr".71''' • c . c . ) • COM lilt ERCIAL ... 1.. ,, ..... il Completed bultding permit application (one for each situcture or • . i;wi i :i6iii. *Pah1,,,,,i °„•:' OvaraU .. ... • • - ..... • • • • • • • • • •..„ .......''''.:1?.. w aif) teigitit.,,.:.::.:: . Overall '.:..,•......... ' .. . 1118°g -'-'".•1...(.... iciaamign.,..;.::.:::•.::... AY .... . . , ,.:.,,r: • adj • ion1:Ii:.rlb°r1411dinaciT,10!LI:..„.:..„..:,,,..„:„. ...,...i:Usg01.., :ston 7.!.:::ii.......,..........7,, .....„,,..,., . to bitx111.. '. .... -. Tenant . :etirea, .1.i H .,, . .. .. II: Exit • :.' • .(b°f°''. Pr. aP1;4441'r11!.ie..4:•i•?..;...:,..;:•;,,.-;•.;;„::..,...:......; footage • • Flo p ......:. ,... :........: • p Ivan ‘ ‘ lan.pf,.....;.„;.,;;...,,,...:. p lan with p •• to ' -.. ;• ...; n ..dot41.•':;:::::.,•:•.,•:::::::.‘..;iii.;Wa1cons 1t;..:;.,•:;•:......,.:......,,,;,....,..:;..,,,..,..:,.;:;..;.;:;....ii. _:_ ,se......94)„‘.:.,.... Elf41'!.....!! I Constru nn' foie (10()rr1;]F!::,4i...iiiiitiiii:sittccrte..adt;i0 c init : i; ..::,.......: 1:::...*03..g ....: : =!......... ..... :,:i knot) ... ....,..:::::.iiiiiiiiiill.........,.....„. .rneY ' 'Siii'i* ' :.4i. inootfiro::''''`v'g:,:7:.:.i....,:„:.,..::::,„,....to„....,;::o:::,...:.:..::,..::::.g.f::ix]...‘.:.::::.,..::::::!::...::::::,.:..:..z::::::.:.,.:::::.:,::.:....,.,,,..:::i,..:,!...:::.i....,,,.:..i.:::, :... .. .-...,..,—...•. fCItl ''' ;His stInIII: 7(1. bY•• r, ;;; : :=:i ii:i E4=.:!..,,.,:,!>"'7.:.;:y.:::,,:.::::.,:::,...,..::::„:..::::..,.., .....:..„...,..„::::::.:::....... ap plica t ion (on°. • , . ! NOmAil....i.. Ass essor Account ilC1!:47 r*:•:.:•. being removed Narrative ossaibing;ex . .t . Ins pe ction sig n- -.iiiIiiit.rnatlai . • ..... A.Sti4isatianleffer4!4!9:.' ' '....> ...„,. offal .:•: pa:...,!.. and . • . . : • ...AsfreiittasATE.uaTg ■•■••■•.• r••••••■•■ • • • leted•bellcling 'perritit•a • •• . cello n . ; • . ................ • • (2) .fl • • • le* building •00•0!#0P.!-P,!;!?•;!1. (one for exh suctuie} .• • • • COMMENTS: ' -'' t . : -4 -�- ; �r� - - i! "` ""{^•16",' - ,<,1.... .p • ,.t �', . r.( it ■,,E ,i�. ,. :'3:Fw 1, . , yA : p hi / `+%,FS, ice'. sue ;c.. r ' �1�'. -rt'E, r" y X 82,11 W Yk fr 3 v_ Gto141 ft8 r U T?A X I ni 0 e r „►J(' 4 ,J ClaSe tn/t1-10 r n4 Bd LTS $mom W r ►.16) D--.-1 co6-N)c',6s Aftee AA e6-74e370;" 0 G d-csS- L Rb \ 4,+sry i ewk S A R-EE Co rice ) A ,ociatoP - f 41, )4 A, - MI b t T d !1nM w i ovs) CsaL ►J 6 A3 P/- rtJ So me co cA, - wN5. I > 6 ■ 0 A P y ko 09 -c..- ►fie i» - 710M .5 c/Tu --- G Q . rill--- "rt 4 /3 P I.oj ear / N cow u IJ (fio n) w CM . A '; Z) a KA-i i 'E r PAC A1- Ft NI At- . - Proje fyp f Ins io ; Addr,; ,, as u Date Called .. Special Instructions: P1 C .. �t (J ,, , �� } n (- ec - -( -s 0IAe 0135 Ab ��f; " Date Wa nt ,r- 0 G , m. Requester: P hone e� / -� %, / . LO q I INSPECTION RECORD (n^ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. inspector: (206) 431 -3670 0 Corrections required prior to approval. T ate: :7S 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ('Receipt No.: Date: Project: p y IA ... Type of Inspection: . v . .. res: , f u ow ( ► ' I. to Ca Special Instructions: Date Wanted: , L „ `� am. p.m. Requester: Phone No.: .1 ie i ..... <g el ! 0 INSPECTION RECORD C Retain a copy with permit NSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: J.11;) C o.;‘) - c,L r 0a'Qt'., - It c C r? .. ? — 7 2 Co; ',Sod jo s G(,.)t 1111 Date: _ 7 2 , , 30 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No t)ate: MICHAEL EDWARD HARKIN, P.E. Consulting Structural Engineer 7024 Beach Dr. S.W. SEATTLE, WN. 98136 206 935.1993 k..5A `38 i c. _.._ __.....__ I P --N : Roe CtteRN►c►<.1 F ., I.:La •�l �C ._._. COPES TO E .hh .4 % iCn 11N N046 PR{?►/46J5 ..__51T.Fi.._..__VtSi 7 .__on/ 6kTE { u . .... k•8N&a021r14 Bo Man, 2S s s o i E. RC >.>ak L 1 0 A Y S. W, • FC� NwC R�M L +Et.:- ,. _ I TEN! 1 t, ccr4 T4btvg ..... . _gtoS rr. E.RNrcit L se.,iss ..Desicrr • D8 PA21 04.65 w••%tf rZrIm.>Y Fr_T 'itiV Gt,N - re rIc.i'o*LC a5aNer/a ?EJSi E�r.. . /�.C{.Rs.4�... ... °.� .. . Mspt `f Tr+�,' cs"r�'sGG. c i4-+11.4 ts.L _ .. C'tir•∎1.4 �; l�{k5 . .'$`j .. : r rF _..... 7aAvJ►rd,G s ._..... li'CD ..... _Wi:LS� - {K � _ A'D , 5 1 a n1 _. ;2 Rr:4?J:2 �•� r . :... • .. .........._._,_ k/..._....__.$.JRn?4, 1 J R,a�.:2b►2AWtIJ.:� 5. � ..._ 1 �9.5. 0 :......J�i;,.. r . /V1 #it , _ teas G7.rE. -p tr41 ?( • LP f2) 1 n ;.JJ J COMMENTS: ' Type o Inspection arJrsilexci-k0 , rAGN CLAA.4ES114) /4 A--R, Tt) .liec ( vg t rti OC-1 HAD /31z t fr I fi el N i i.) Se • 1 .S 1.,J1-1 f\ 3 1-10 I-9 Wei kik r 714q Fi IJArt, . Special Instructions: ertAA 1-.1 g.z 11 T 1 N se 1 t4i/1-& NOT )1 N - 0 - E - or A t..1‘f r etvi- i Ft 5 0-- 11M bdro le-- tAi P m Pr0q reitiF. 0 r Tliq .5' 1 11Aia'rttaiN\ 1. - - Tl'i crg-v 1141 3 r--1 isinet„ S Kau. L-p 6 .,--. c-c4.1 - n 13 cc - 1 , 4 - r" va 4 r4 viisterik ex- -r cm Nm 0 (2... 1.-- t T D ' ID< -- it Pro P .3 - Mel IL— S.A 0E <SF "fik f SS Project: tr 1Th ls3 ■••3 G A — CN-4.4 CA—. Type o Inspection hi Prt— Address. . 1% .1 3 e . 0, - / • Date Called: Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: Ili Approved per applicable codes. ( INSPECTION RECORD Retain a copy with permit (#7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval. • KO • o.: e: PE 0. (206) 431-3670 Date: . 0 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspeclion, fee must be paid at : 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -321: Kenworth 8801 E Marginal Wy S PHONE 11 (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME FART 94 THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (xi V 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 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). 3. 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). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall . be posted at the job site prior to the start of any construction. 6.. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high- strength bolting to be special inspected (Sec. 306, UBC). 10. 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. Cary L. VaiDasrn, Mayor Kenworth Page 2 11. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code. (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 12. Notify the City. of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. All wood to remain . in placed concrete shall be treated wood. 14.. 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. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS 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 t 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Concrete 431 -3670 X 12 Welding 431 -3670 X 13 Bolts 431 -36.70 575 -4407 14 FIRE FINAL Insp: 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIr a PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS: 8801 E Marginal Wy S SUITE NO.: 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. OTHER AGENCIES: 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. 00490 Plan Check No.: ` t" 21 Project: .� • No changes will be made to the plans unless approved by the Architect REQUIRED INSPECTIONS �" and the Tukwila Building Division. . Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). FAN REVIEW COMME PS Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. x All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. y All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). /y( All high - strength bolting to be special inspected (Sec. 306, UBC). 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. 13. Engineered 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. 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. 15. 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 „A will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 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 desired 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. 19. 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 .2. having a service for inspection at the factory. 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. 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. 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. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney x 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11 . 6ONc1 rL . 12. W1a,r) N6 X 13 . L7�$ 14. Fire Final 15. Planning Final 16. Public Works Final Y 17. Building Final Plan Check No.: ` t" 21 Project: .� • No changes will be made to the plans unless approved by the Architect REQUIRED INSPECTIONS �" and the Tukwila Building Division. . Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). FAN REVIEW COMME PS Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. x All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. y All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). /y( All high - strength bolting to be special inspected (Sec. 306, UBC). 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. 13. Engineered 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. 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. 15. 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 „A will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 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 desired 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. 19. 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 .2. having a service for inspection at the factory. 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. 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. 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. 25. A Certificate of Occupancy will be required for this permit. TOUCH UP PAINT T.o.G. ESN q.o 12 -3.76 PARTS WAREHOUSE -3 MONITOR WELL LOCATION AND NUMBER WATER TABLE ELEVATION AT 1400 ON 2/6/87. 1:0. G. EI-EV 1g2q (Ascrc.s o.Fu" / GROUND WATER CONTOUR BASED ON SITE DATA COLLECTED ON 2/6/87 ,1 16. R NORTH FIRE AISLE .�. 3 - 1 -2.9 REFERENCE: PLANT PROPERTY LAYOUT. 10/25/85. DRAWING K191 -D -926. 4 -5 CAFETCII A I I EMPLOYEE PARKING (STALLS; 0 100 200 l I. 1 Scale In. Feet KENWOETH TRUCE COMPANY 8801 EAST MARGINAL WAY SOUTH 0 . - • Hiph Ccl REFERENCE: USGS 7.5' TOPOGRAPHIC QUADRANGLE "SEATTLE SOUTH, WASH." • i n •. r,• �e GeoEngineers o Incorporated (4 Ramie? GcII Club sM • \ 270 0 /ivf•In •h••• 0 2000 4000 SCALE IN FEET • Du�iat N LOCATION MAP CIT FIGURE 1 J rn. 3 U bzii CENrE • • O•d KENWORTH TRUCK COMPANN 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. CITY OF TUK VILA JUL 30 PERMIT CENTER . 11 - Y � • LEGAL DESCRIPTION (continued) A portion of the Francis McNatt Donation Claim No. 36, in Section 33, Township 24 North, Range 4 East, W.M., in Ring County, Wash- ington, being that portion of Tract No. 2 as shown on the partition snap filed in Cause No. 120091, of the Superior Court of Ring 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., Ring 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 Ring .County Auditor's File No. 4784818. 144‘_ .tAL4S� S C V3141) G► R� s) i c�a 1 WIN) . C.... IC.. Q!. . � I 1I s.. Z 1 ( t�'.�d .D gs• • .... 1 1 rs 1 1 ! i j ' e4Po3.1R ! 5•) ! .cr• ti . !1' 4S+1�1...,,. i � .1.. if , i • T `� 1.3� 1� sRr'� »J t..�r...l1P ►.A, .A1 • i ` , , it. s � Si 9 P 11#0 -� t rtoSSt4rBe s � '/ P.S,� ........:....... ! ... MICHAEL EDWARD ARKIN, P.E. Consulting Structu Engineer 7024 Beach Dri a S.W. SEATTLE, WA 98136 (206) 935-1993 .J_ i 1 4 1 . r I ■ ( a ;. I I i J I 1 MOO= s+EWM4«.RIrN01.bawMI M U►...1.11 I J OB SHEET NO OF CALCULATED BY tgr, CHECKED BY A /14 l b SCALE 1 } 1 1 ! ! ....... i ..._... 1 Y ( 4 ! . i _ ! � .. t ; DATE DATE. 6/24 1 • 4. T fit •• -E}4t1.0 CITY F TqKW LA 411. 3 n 1 th I PERIIAIT CPITIR 1 1 ' ..... ...... ••■••■••••••*••• FT MICHAEL EDWARD VRICIN, P.E. Consulting Structurk 3n-glneer 7024 Beach Drive S.W. SEATTLE. WA 98136 (206) 935-1993 ApeAl.. t lAtits.olii i ..I i 1 . I _,: _ I I •-• .i...1...4 I .41 .. .• TO4 1p. I I ...C4.1.. 1 • six. Lbj.. •, dt.l 3 I i itt .......1....C4s,.! . ,...,.....qz I 1 1 1 ,.., it i ; , 1 , 1 i . (el- ii.e, ,,i "$0 *; • V4 qP.,. • 1 , i 1 : I il (4%) ! W 1 . . • 4 i , . , , i .. . P. • frog; 1 ! ... .1 , .- ....... , ... ....,--•......••■••••••r•■......... -a• 1 ..5 •FAiLici . 'It le 1 1 4 .4.g 11 111481■211CANIM W64101.10 1101110111411 41114114310 1 , I I 1 i" ••4 I. 1 1 — Ab..4 %OA.. JOB 11%A.14 a. I rt ( CALCULATED BY SHEET NO CHECKED BY SCALE 114 meek IVO 21. lc- • I I , is 3 1 (i'..)..... .. A.f.1 .... ) .. , . 1 1 4 1.%.o4.7.* _La Rca. 1 I I • • Ir... sy lbw ••■ fro, 1 , 1 - 4 I I g • ir-i !IL 7 a 0 y, . . 1 11 ' • 4 1. 1 it ! ; 5'$ ; ' ; ., i 1 1 a. ..... % .. 1 top I. •S•4 V ILI it 11.1, ii ', 1 . ' ! I ' r,4'• I ...do I i : I 1 : CA.1 c III t, 14 • 41 i.. ("6i(tt..A;?trel II. 1 1.34 1 i 1 i t : 1 ! , 1 J. i t i 1 —4 OF ' 4- DATE DATE 47 1 MICHAEL EDWARD IRKIN, P.E. Consulting Structurll ..A lneer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 i i 1 r i i H 1 I 1 I 1 ^w 1 I i ......... Vic.. m I� du x (1 14 (i�si 1 C. Mt>��M � > Fo n_ 'rKY iti : a. 3 T 1 t .i 1 i . .l • 5.5 40.0, • i « ►1 ., 4 » . «. .M...:.. IterA s, .s.►de. { 1 b � mss% i. 1 I 1 .. .. _ ... « ! ! r 1 1 1 _; 4 t � � r't I .i ; g c 1 i I T t • ..« I r K i 1 I( I >«. A' M 4 x I .. ‘ lh •4 • 1 1 «.... � .. ........ «.... « r 1 1 MOO= larIEN4IN. Wok Yr Mt 10 Ow NOM MUMS N104114 _ Ike •(a_ Ic CALCULATED BY CHECKED BY SCALE i t i '1 1... i 1 i t .... l..... SHEET NO. 3 r° • "r dime 1 ; 1 • • ba.S�c F OF 1 DATE DATE _....... «. — " 1 - { 1 MICHAEL EDWARD IJARKIN, P.E. Consulting Structur nglneer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 w ....s.. .......l $...I?' 't:. ...1.�?.. ... ...e..1.... r l Y r 7 FICOIXTINIK.BIKKIPASCLIMOirliOITBLIKM MAN= M L I k i ! ti .14 �1..........., ' 1 .. 4 1'o j 1 1 III S • j L 1 .....x.. i ,.i i0. .,.11 Lb : ! 1� 4 .. ,.................,...........; i I l e ,4,B • ..i........ 4 .1...... ' i i i 1.. 1 t i < < 1 T H 1 y 1 • • o lc- . j ....�... r L. 1 1 JOB fC k N .•J O lL'i 4 I fLJ a 1t 1►t C_ �+�-D - SHEET HO. ' CALCULATED BY CHECKED BY SCALE 4 T r a T' 1 OF 1'4' DATE DATE 5_4? 4..1.1.1. 1...S..s.......I'..I.. Q 1 I I. I i 1 1; 1 T ...... . 1,5_72__I .f 1.... i 4 l 1°Js.1..A4:1)... ' ..4.E... 317 ' � .. • t.,.t i... i t i 1 � I .1 111.. Y A 4. r ......... ... MICHAEL EDWARD r RKIN, P.E. Consulting Structuriv. engineer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935-1993 � 1 ! I ..,__ .... MODUCK3IHM■266,rwMrNatUaw1HONIK U.NraHOWMIN 1 .._..i.__ � i . . _„ .. i i ' 1 { 1 { I i 1 I 1 i !f!f ' , 1 i i 1 , t k :i :RA a4.4.l..56..,.1./ $.0.L.1 h1 : " 1 4.!....1t. .. I..5 fi 1 { I { f JOB KE p4 6.30 n Tai Ta-.) t a 4 4 SHEET NO OF 14 . s CALCULATED BY DATE CHECKED BY /fl/p DATE SCALE 1 .1..... 1 1 . ...„ .1...... ' . . _ ... . T 1 t 3.z'Z v ;. 2.1.9 = .1.4 ... .,. .4.5 lc. t » I I i � • I • ;. I a , 1 I .....,.. 1 ` 5....s MA D s X . 'L � i.. ........ » ..... _..i.. ..... .,1 • 11 1 r 1 1 1011. 14 ' I 1 i 1 I . t s 1 8 '"1 lc. i 1 I } ' . 1 1 T I T T Mktg) I4. A ) I ' .2, I I .I I Y I L • - i 140. I 1 MICHAEL EDWARD P.E. Consulting Structurah..ngineer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 1 d Cd+.3, • lac 17 1it Z.% i‘ Nis 4.44 « T .. . ' .. I »... ._...,� 1 T•'. y '�•""'... .ft i f. ■ ".I , T , r t i i T i 1 1 , 00 Xr 1164 8AffQ1 1 611100.11∎11011,010 11g10tou1Ntf p10 t JOB ! C . 4 SHEET NO. 6 CALCULATED BY CHECKED BY SCALE } ...� ' S o If'i r . 2...3 v'+ J...F.T .iL.uy,..,..I �... «.....4.... 1 11 IAZ, " at T i .......... I I t • • µ OF DATE DATE I »Y T MICHAEL EDWARD r RKIN, P.E. Consulting Structur ...nglneer ' • 7024 Beach Drive S.W. SEATTLE, WA 98136 0 . 0 Ro on A11 " (206) 935-1993 .._...... «...i i 'tit •t C.eo•AVD .. w«_ 1r t.$_ _ e1f1UT1O C. Ras 6R�c�.t1.�G....,..... I w : w.w .w. zi i i ±x:±i. NIMMINNIMMOMMININIMIllk fecoucrwaffErgAimiemown.isoroicsa ratnaroa/aa 1.. .l 'I 1 t ;, 1• 1 . I 3'o 1 I I ; I ! i 1 1 i 1.......w.;..........; , ' R o of P 004 JOB + - T 4 SHEET NO CALCULATED BY CHECKED BY SCALE 1 _t l b� o , 171.04,4 1b1 a — OF DATE DATE « p 4. I I OF RooF i ! I a z ..,�.rq 0.q I i I L, 4 , i 1 }. i I� wr • *1 wA 11- Et c, F 44 MICHAEL EDWARD IJARKIN, P.E. Consulting Structu nglneer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 JOB SHEET NO g - OF I CALCULATED BY DATE CHECKED BY__L! � DATE SCALE 144.46vt lrtJlw•.l & .� I ∎ osl'tH • CAAV:I TioId ' (.. :...?.ENT 3.1 ' ........L3/2. : .t I.0..; ) I i T i i f 1 i l i i �........ ! i ». I ; 1 r( 1 r i 1 po t. a--..--1.«.-4...* »_ __........ ... .» I ». 1.. I .... ». ; ... »fir ..�. »..........w»»� ».. ».»_.....»» �.. _ ».._ ».»»I.».. 1. MICHAEL EDWARD ',ARKIN, P.E. Consulting Structu .nglneer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 ■ 4 .1. 1 J. 1 . } I '�. 1 ..........' I 1 y . »....... r '...... ».. 1. 1 ..._... », 1 .... , N.... «....! «.I 1 ... ........ I . 1 3. MX= iNC6N4rc.605%W1/IIO1%CawPIMfou MVO SOWN. 1 ;•.....+ ' .1 1 y • SE,.c1.1014. 3 i 1td1 Sir � .... ' j r �.. I IMO - � - OM , ........ .. ' 1 ..... I ... ».... �.. »...�.. . » »..... ». 1 ........ .. I 1 .1' , { 1 11 r, J. JOB SHEET NO 9 I m11T: M (' sob ARAc * 4 To !IC" U InwcD" r CALCULATED BY CHECKED BY SCALE 1 T • • (t L,N W.r '1 11 IKJt1'$•4 4 1 . ..1 . I 1 hx.p� . OF 14 DATE DATE 4.. } J. I I I i IS «� «g.... 3.fo a I ""° w ....«..«.. ».«._«i »...�. ..... «,,* `• i T } MICHAEL EDWARD AKIN, P.E. Consulting Structural Engineer 7024 Beach Drive S.W. SEATTLE, WA 98136 (206) 935.1993 ti 1 L.. 1. SCOLCTS4Whe.MowsrMin.Nodif nos tour= Noma° . i y 1 to 1 1 1 1.. 1 " JCS SHEET NO T CALCULATED BY er- ! CHECKED BY SCALE „ooR. N rWcic�.t S - B1.A� F OF 4 DATE DATE t 1 1 rl F w;...� �.............. MICHAEL EDWARD HARKIN, P.E. Consulting Structurarlgineer 7024 Beach Driv/ik:.4.W. SEATTLE, WA 98136 (206) 935.1993 • .■■••■•=1■1/ POI= 8 b MON= INN 4843141/1 SHEET NO. 11 CALCULATED BY CHECKED BY SCALE DATE J JYt. AN / /1 t 499- • 1 DATE '4. 1 I ........ ••"........... •••• .......... ••■ •-•-• ; , 1 1 _L. •• MICHAEL EDWARD H RKIN, P.E. Consulting Structure ,gIneer 024 Beach Drive SEATTLE, WA 98136 (206) 935.1993 1 .4..._. . F.a,.eoR.... _.,. . 44045 I i 1 4 s 1 442A 1 N �f I , i a 1 ■ i i ( f i 1 I I ... »E.eNIg rl4 A ... . I 1 1 I I SEC 1 '1604 rf t > ,4- , FICOUCTIS woos YIP ,.t d i r JOB R1 V4 "n • %P Ic,.t F OLDS 4- SHEET NO. 1.1 OF 1 CALCULATED BY ( ^"l - . CHECKED BY SCALE f ....... .. {..... ».�...... ...._... » ».. » f ' _... { I � . r j _. ■ g pfl- g-. 4.F.l.Nfs..RSS lets P..Irc.' ►D.N....... ' .... }. •.».. j a RE 04E.r...c " C.D.S464E.1.l✓..... »... »...» C� .R * CAI•OM N .........1....... Tyj!i cA » X1 PI f -6- .Go 44 o DATE _ J►r," f- DATE 1 t 11 j • r . ».. »... »..... _�......... ».. ». t 1 , t 4» 7 ...._.... 4 •M MICHAEL EDWARD HARKIN, P.E. Consulting Structure( veneer 7024 Beach Driv • o. . SEATTLE, WA 98136 (206) 935.1993 MA .SIOsor TOU.MIL oue SHEET NO SCALE I3 CALCULATED BY 4 . . CHECKED BY OF l d' GATE DATE IIr i «....� w.. «...•..•. I «..... . «. «» I , 1 »».. ». »..,.w ......._... «.w..w.. ».» .... ». I _«_ _ «.._.w. w _ ....... .....» .... , ! • ........ ii ....... ..... ,................... I 1 .i. t I iii . I T. ..... 1 1 _.. .............«... ., al II : .•....... r � : •« - 1 _ .i ».. w.« ... «... «j........ » »« i 1 .« w ..`.»«, w --i __ MICHAEL EDWARD HARKIN, P.E. Consulting Structure( veneer 7024 Beach Driv • o. . SEATTLE, WA 98136 (206) 935.1993 MA .SIOsor TOU.MIL oue SHEET NO SCALE I3 CALCULATED BY 4 . . CHECKED BY OF l d' GATE DATE �* • • I vt •TOP OF �.... r MICHAEL EDWARD H RKIN, P.E. Consulting Structura .gineer 7024 Beach Drive ' W. SEATTLE, WA 98136 (206) 935-1993 T 4 JOB' ; 4 1 SHEET NO OF 1 4 CALCULATED BY CHECKED BY DATE SCALE ....n... . s 0.,....,.,...., ..,.. 1 1 1 I ; ; i j .4" I 0 1 ' . 1 T ..Nnr!. -... Afi !1!.. ' G!w.:r. ( r34 ....... c. A,B.'(5 • 1 I , CM 1 it1) ! 1 n ..yz ► �. ... �x.l�•A.N.S.L e N al..T } 7 i 'I 7 . 1 1 - II .w » 1 4. �� t 4 j . ) .. DIN? ....._ .0 Rd. .. .. C r �. ~. DATE -- 1 1 _ � 1 ».T i M PLAN CHECK NUMBER : 91-321 PROJECT : Kenworth ADDRESS : 8801 E, Marginal Wy. S. DATE : August 9, 1991 OCCUPANCY TYPE OF CONSTRUCTION OCCUPANCY LOAD : manufacturing NOTE Follow .0 Call Mike BUILDING PLAN REVIEW t 798. B -2, Manufacturing V 'N, e`PRINLEReV. LOCATION ON PROPERTY . East wall of building BUILDING HEIGHT /# OF STORIES N/C SQUARE FOOTAGE /FLOOR AREA - a) Building 2,000 sq.ft. b) Tenant space ......... c) Area of construction . 2, 000 sq.ft. total load . ='12 EXIT REQUIREMENTS : Existing OK (Work . to remove 1 rollup door and replace with 2 doors. DETAIL REQUIREMENTS a) Occupancy OK b) Type of construction ........ OK c) Part V, Chapter 23 U.B.C. OK d) W.S.E.C. N/A e) Barrier Free N/A PREPARED BY-; KEN NELSEN 8'8" (typ) B I I f-E_ 1\ t�I rEIri I 1111 lIIII(III�IIII 11111111111111111 AXLE ALIGNMENT RAMPS H 60' 10 ROLL -UP DOOR PERSONNEL DOOR AXLE ALIGNMENT RAMPS I, TI Tr 1 ' I�I'3 T ,.. ..� I T6 8 (III IIIIIIIilllill.l11lliJii Jill�Jill LJ I IJlI\ -16'-1" - ALIGNMENT/JIB ALIGNMENT \JIB 16' -1" 4I 5 No.18 --3I - i 14 ROL DOOR UP 1; 11I1 111111lliilliiii PERSONNEL DOOR 14 ROLL-UP DOOR 40' -7" 4 am/ea • ADDED OFF - HIGHWAY BUILDD..:DESCRIPTION KENWORTH TRUCK COMPANY 8801 E. MARGINAL WAY SO. SEATTLE, WASHINGTON 93108 H H LAYOUT 3 6 REVISED FRAME FLOOR UL PLANT PRIPERTY 2 )e-lo-ae ADDED NEW PARKING LOT D r 1 to-23-w REDRAWN FROM 1 -29 -81 GCH BRAWN BY CHECKED BY ,. -, SDC DRAWING NO IK190 -D. -1200 ND. DATE REVISIONS BI - SOLE IS,HEET1 OF 1 ❑FF -LINE DYNO FORK TRU MAINT. H H H H H H AREA M (ME1'• O. 'LY) REAR AXLE H H ALIGUMEMT ht - -1+ H 1 OFF- HIGHWAY BUIL H H D H H AME FRAME 11 FRAM PREP DRILL H H w-- . - -K— -N- —N- -M- —N- - K —iF - -RAY - - 4/—K■ - 11 —1F - -N— K - -1F- -K- —N- -14 —N- - �t iii- - -K - •• - - — - IF — _ g — - - N — Y•• 41— } - -N-- 41- -N— -it- —N- -"1- —11- - M —fF - - - 44—R- - M— IF _ PLASTIC SHOP OIL RACKS BONE YARD HAZARD WASTE SHEET METAL FAB. AREA Z VENDOR REJECT SMALL' PARTS ST❑REROO M 0 #18 MOLD REPA D AREA T FRAME ROLLERS MOLD BLD ROBOT 5T I WHEEL TESTER AREA V AREA I I SCALE I HI -BAY AREA P FRAME ROLLERS AREA .( H H H H H AREA H K H H H H H H TOUCH-UP LEGEND H H H H H ® RESTROOMS iG GUARD HOUSE i - ----� FENCE AREA DESIGNATION ' SP SLUDGE PIT AREA I Q i RECEIVING RAMP R A M P TOOL & DIE STORAGE 55 1053.10' 1499.58' MAINTENA P t I x x x : TOOL & DIE I I a TEST TEST TEST - I 1 RAMP TES #13A WATER' ❑ TOWER I GR(NDIJG RC 3M TOOL ROOM SHEET! METAL ■ GUARD GATE #12 V K •I M '1 N a M M M M M M M N A M V M K M M — y — N- t� CdI�rQ � CENG\NeeZ_ ; I 2l , -)ELDI ts(= 3) --- 3 • . SHEET METAL x x j3 x x x� MACHINE SHOP !L_ [1- - - x---- x x-- -I -2- -- MALL PARTS l SHEET ' HOOD ' TRIM I x I ILL 1 I DYNO SUBASSEMBLY TEST �. - -� F' II 'TEST' , 71 1 ONLY) 1 !� L� .;D FRAME -_ ' FLOOR \__:: _ AREA Y • NORTH FIRE AISLE WELD SHOP i 1 DO ❑R Lx—f —� -;� II x I x OUR x s I u - -� LA JOB SHOP �'2 ovtA PSI - M• —M- - «CIF - -r.—K N —K- - N —k• - -N— M - -N— -it- —M- - lh —M- - 1f -rN - -). • -N - - 1 I- I I I - -I — r - x - - 2 1_ •I L Ay-i 1 AREA W CENTER I lI ENGINE�� DEPT. ' (xxL x x i ii ■ ! }� } `• • 1 ! -�� o FINAL FRAM / ' I x x x x x x I I III k 1[t x x x x x x x --- = - - - -- �+- - - ' SMATiEE_7 E —: ii- RAMP t -III' III ITt 'IrI' il'r11r11'I'IfIIl' l';Ii 1I'111'I' 1 IIIAII111111l 111111 11111111111 l l I Illi Illlll��hl4li 119 W1 11111 II III t.SPE c.: 1 a1�15 -E Qu1QZE1: \ REQ1)IR Ake:g 1 I i CAB BUILD I I r - r x Ir:- =1 f I = SLEEPER BUILD x - x -- __ i — 3 - = z x x -- _ ASSY_ ZL__ —L— —s- TIRE SHOP NT , 61) \ la Co 1/1 tI CI FFP_FR TRIM. L - 2 i x— -r- .t. i a #15 ASSY #1 LIT RA SF IR: YLRANT E;'L❑YEE PARKING (STALLS) I n #14 EMPLOYE PARKING (STALLS) #11 ELFL�21cAL SE4ARAjE I,n41N� r IF PERMIT A � tA AOIcAr� RED RD ,•paucA L) #I0 ' —i; =.T N M N A b N —N - ---.r= 542.88' RcCEI'J ) CITY OF 111;: J\ J JUL 3 0 13a1 PERMIT CENTER CITY OF 101 A MG 13 1391 t RE PEA, M /TCFNrEN THREAD 3/4' -10 UNC x 3'LG, M if) f BASE OF EXISTING N.E. COLUMN 2 1/2' 3'-.- v N. -1 13 1/4° ao r. I v ANCHOR BOLTS rn--i cI) 55 7/16' r e-- 14' - 222 3/4' ANCHOR BOLTS FOR s -2 m -1 -ANCHOR BOLTS FOR s -2 #4 BAR @ 12' ON CENTER, 18 SPACES BORE AND PLACE #4 BAR DOWELS @ 24' ON CENTER AROUND THE PERIMETER OF THE FOUNDATION 170 13/16' FINISHED FLOOR HEIGHT • ANCHOR BOLTS FOR s- TYp, M -1 TO \ REBAR MAT / 1 /4'V 2' 40' -7 3/4' 10 1/2' II1- 1r1111 1F11r�r 11 2� 1111111 11 - 1I1�1 I . T IT T i llfilu i 40 1/2' L 3 BASE OF EXISTING EAST CENTER COLUMN 2' 1 I 1 � 1 I 1 �r1r311�r�r�llr�1�1 4 I1�r�1�rll�r�r 51 r�rll�rll� - iIT 6 No.18 e` o.V..r rrirrril�r�ilrrrr 41111110 11.11.1111=11131111101.11111111111111111211b #4 BAR @ 12' ON CENTER, 16 SPACES U ANCHOR BOLTS FOR s -1 190D1392 DRAWING z, m)I, to rr rirrri EAST WALL F ❑UNDATI ❑N D -TAIL 170' 180 FINISHED FLOOR HEIGHT BUILDING 'F' EAST WALL MODIFICATIONS TITLE • 11 5/8 NO. DATE APP. DESCRIPTION REFERENCES REVISIONS MARK NO. REQ'D #4 BAR @ 12' ON CENTER, 3 SPACES 31' - -- J ANCHOR BOLTS FOR s -3 -\ ANCHOR BOLTS FOR s -1 BUILDING 'F' EAST WALL FOUNDATION 18 ROUNDS 3/4' DIA. x 1'-4 3/4' BILL OF MATERIALS DESCRIPTION BASE OF EXISTING S.E. COLUMN a.1 N I N USE FIGURES GIVEN, DO NOT SCALE. FOUNDATION DETAILS J REPORT ALL ERRORS TO THE ENGINEERING DEPARTMENT BEFORE PROCEEDING WITH THE WORK. MAKE NO CHANGES WITHOUT PROPER AUTHORITY FROM ENGINEERING DEPARTMENT. KENWORTH TRUCK L0. BUILDING 'F' (BUTLER BUILDING) EAST WALL MDDIFICATIDNS DRAWN M. J. LYONS SCALE 3/8'=V-0° CHECKED -- DATE ISSUED 6 -19 -91 APPROVED 190D1408 1020 • RECEIVE r° CITY OF TUKWIL JUL 30 PERMIT CENTER TYP› 1/4' - 1/4' c -4 s -3 c• -4 p -1 1' 5' 7/8' DRILL 2 HOLES AS SHOWN s -1 AND s -2 1 3/8' 7/8' DRILL 4 HOLES AS SHOWN 1' 2 1/4' -- r) DETAIL DF p -1 DETAIL DF p -3 FABRICATED COLUMN -\ EXISTING W6' x 12# 657 1' of GROUT 1' 1' 10 1/2' • CO N If) ■ N a N In 0 In s -3 14 5/8' s -1 AND s -2 `•• 2 1/4' 1/4' TYP> 1/4' I I I i1 I I I P --- 1 5/8' 3 1/4' A p --4 c- 51 1/8' 12 1/2' �- c-•5 c -6 p -3 0 co 1' of GROUT -F- 36 1/2' `— USE CONCRETE ANCHOR BOLTS TO SECURE THE BASE OF c -6. p -2 W4' 1/4'( 7s2 - - EXIS' :NG W6' x 12# <T YP. 19' -10 3/4' COPE c -5 TO FIT s -2 <•f GROUT 7/8' DRILL 2 HOLES AS SHOWN OPE c -4 TO FIT s -2 TYP. DETAIL DF -p -2 �-- c -10 COPE c -1 TO FIT s -2 TYP. COPE c -3 TO FIT s -2 TYP. SEE DOORWAY FOUNDATION DETAIL 168' s -2 COPE ALL DIAGONALS TO FIT s -2 TYP. 40' -7 3/4' 8 TYP. 1 11/16' .. 3/8' ZO C EAST WALL DF BUILDING 'F' (VIEW FROM INTERIOR OF BUDDING) 1 3/8' 7/8' DRILL 2 HOLES AS SHOWN 20' -I' ..,... , DETAIL OF p - -4 c -9 COPE ALL DIAGONALS TO Fir COPE c -2 TO FIT s -1 TYP. SEE DOORWAY FOUNDATION DETAIL 5-3 p -4 s - p--1 1' of GROUT - 190D1408 DRAWING III rl1 IL1 L III If1 . 1 1 1 II1 IIr 1II III III IIIIIII III III IIIIIII 1111111 L i I II1 i 11 i„ I h ( 21 1II I 1IJ I 131 l I 41 I 51 I 6� No.18 0 + 0-7:47.417- 1F: �.. 1 E I i I I I T 6 F11011(1010 I s hi riiil I rlf 1111 � � �� i «i Cl i i�� l ii � �� I � i r i It / 2 -6 3/16' > (s -3 TO BUILDING COLUMN EXISTING BUILDING COLUMN SECTION A-A 5-3 1 /4'7 <TYP. N it 1' of GROUT REFERENCES FABRICATED STEEL COLUMN 'BUILDING 'F' EAST WALL FOUNDATION TITLE -COPE ALL DIAGONALS TO FIT s -3 TYP. .' NC. 'DATE APP c-2 REVISIONS r - USE EXISTING 24 GA. CORRELATED :TEEL SIDING TO COVER THE EXTERIOR OF THE WALL. c -2 DESCRIPTION MARE; NO. REQ'D BILL OF MATERIALS DESCRIPTION BUILDING 'F' EAST WALL FROM 2 I -BEAMS S6'x17,25 #x18' -10 1/16' 2 I -BEAMS 565(17.25 #X18'-10 1/2' s-2 2 I -BEAMS S6'x17,25 #x16' -10 1/2' s -3 2 CHANNELS C6'x13 #x14' -3 3/16' c -1 3 CHANNELS C6'x13 #x3' -2 7/16' c -2 3 CHANNELS C6'x13 #x3' -8 7/16' 2 CHANNELS C6'x13 44x5'- 11/16' 1 CHANNEL C6'x13 #x3' -4 7/32' 1 CHANNEL C6'x13 #x6' -6 1/4' 1 CHANNEL C6'x13 #xl' -10 3/16' CHANNEL C6'x13 #x20' -3/4' 2 CHANNELS C6'x13 #x7' -8 5/32' 2 CHANNELS C6'x13 #x3' -5 3/8' 1 CHANNEL C6'x13 #x4' -2 23/32' 1 CHANNEL C6'x13 #x6' -8 1/8' 1 CHANNEL C6'x13 14x5' -6 5/32' 1 CHANNEL C6'x13 #x4' -8 7/16' 1 CHANNEL C6'x13 #x4' -11 1/2' 1 CHANNEL C6'x13 #x7' -1 9/32' 1 CHANNEL C6 °x13 #x6' -3/16' 1 CHANNEL C6'x13 #x5' -3 7/32' 3 PLATES S'x3 /4'x0' -10 1/2' 1 PLATE 3 5/8'x3/4'x0' -10 1/2' 1 r'11 A'r'' 3 4 / , .. • • I / p' ,r%' --10 I t` • 2 PLATES 6 3/8'x3/4'xO' -8 1/4' 1 CHANNEL C6'x13 #x19' -1O 1/2' USE FIGURES GIVEN, DO NOT SCALE. MAKE NO CHANGES WITHOUT PROPER AUTHORITY FROM ENGINEERING DEPARTMENT. DATE ISSUED 6-19-91 APPROVED PART NO. —1 c -6 - 7 - 8 - 9 . c-1O c -11 c -12 c -13 c -14 c -15 c -16 c -17 , REPORT ALL ERRORS TO THE ENGINEERING DEPARTMENT BEFORE PROCEEDING WITH THE WORK. KENWORTH TRUCK CD. BUILDING 'F' (BUTLER BUILDING) EAST WALL MODIFICATIONS DRAWN M. J. LYONS SCALE 3/8'= CHECKED -- 3 4 190U1.392 MA ."L. A36 • • • • • • • • • • • • • • • • • CITY OF TUKWILA JUL 3 0 'iy:; h PERMIT CENTER