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Permit B95-0264 - KENWORTH TRUCK COMPANY - CANOPY
atmco 1�l.L ii1`�Q� N5>#1 City of Tukwila ( -^' (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0264 Status: ISSUED Type: B-BLDG Issued: 09/08/1995 Category: ACOM Expires: 03/06/1996 Address: 8801 EAST MARGINAL WY S Location: Parcel #: 542260-0060 Zoning: M2 Type Const: II-N Gas/Elec: Wetlands: Water: SEATTLE Contractor License No.: WRIGHC1372N0 Type of Occupancy: INDUSTRIAL PLANT Scopes: Y Sewer: SEATTLE TENANT KENWORTH TRUCK COMPANY 8801 EAST MARGINAL WY S,TUKWILA, WA 98108 OWNER KENWORTH MOTOR CORP <......,.4..,... 8801 E MARGINAL.;, WAY,' SEATTLE'' WA 98108 CONTACT MARVIN DAVIS.;; Phone: 767-8675 8801 E MARGINAL MY S, TUKWILA, WA 98108 CONTRACTOR WRIGHThCOMPANY:'INC Phone: (206) 838-9141 34839 PACIFIC HY S, FEDERAL WAY WA 980038397 **************************'*****,fir*********** Permit. Desoription:,. DESIGN, FABRICATE & INSTALL A CANOPY OVER AN EXISTING'GARBAGE COMPACTOR:";; CANOPY TO BE OPEN SIDED. ,,1 SETBACKS Units 001 front 0 Back. Buildings. 001 f ;Left: i 0 Right: Fire P;t^otection..`;N/A. ' ' '`. UBC Edition: 1994 Valuation:: 16,616.00 Total Permit Fee:. ,s416.59 ***********'**'************kit******.k***************************4'**,IR*l******** 4, 12_7 ........ lillz: q, Permit -'Center Authorized Signature : ';Date I hereby;certify that I have read and examined this permit and know the same to be true'and correct. All provisions of law and ordinances governing`'thi,s work will be complied with whether specified'.h;erein or not. The granting'.of, this. permit 'does not presume' to give author.i.ty to violate or cancel the prov i s i ons of any` other 'state or local l awS.;regu l at i ng construction or..th�e performance 'of .work.`"'.I am author,i�zed�'�to sign for and obtain this �t�i lding permit,• Signature:'r'!!'l7"Gl�'"`�" pate Print Name : _.,C'eW1f1/1./ 4 ! � T Lt 1 e : �� f /G-/77 5 .G 2V# 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. C J4 4i, w" CITY OF TUKWILA ° Department of Cont ;unity Development — Permit Centel ` R 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 mos f (206) 431 -3670 Building Permit Applicati Tracking . - PLAN CHECK PROJECT NAME NUMBER SNv)DRT1 _ RUC.k) ( �-i W. 6q6-024 SITE �� ii _ADDRESS � nr` n , ` ��� ' ��� �� � SUITE NO. 0 . INSTRUCTIONS TO STAFF • Contacts wi applicants or requests for informati KENWORT.M. a that the status of the project may be ascertained ; - O. Plan corrections shall be completed and approve Marvin L. Davis, P.E. Sr. conditions or requirements for the permit she (206) Facilities 67.8 Engineer • Any q p (208) 787.8875 OFFICE . concisely in the form of a formal letter or memo, v (206) 787.8487 FAX Y (206) 559.4548 PAGER • Please fill out your section of the tracking chart cc Kwo Truck Company applicable, r so note by using "N/A", date and initie P.O. Box 80222 } 8801 E. Marginal Way South Seattle, Washington 98108 DEPARTMENTAL REVIEW • A DIVISION OF PACCAR "X" in box indicates which departments need to rev, , _,___. .:. . ::::.::::::.: >• < > > `::; :;�:;i% ":DATE:: >:< <� >:` >� >' �>' �<< f:<<` ?>:,'.:;::;::; >;::<: >::::.::::>:•::::::: �::. >;;;;: >;•: >:;. > °• >:: ' < < >:< ° > '' ::.: :.: ` ?` :: :: .: :<; : > .... >;: . . . . . . . :. . . . . . :...:..::::::..:;»:.:>: ::<: >:: >:: : > .:::: »:. . ...... E T CO T :.::.::.: D Tiw IT ::.. . ..... .. .. ::.... : R : CaU : :I.R : EM N ;: . S.I. ... N..: :. .:: .:::: :: .::::: ::.<:0 : :: >::• P.::R • V.E 5 r'O,f' S ....... T :. NT , p ... BUILDING - NSULTANT: Date Sent - Date Approved - • Initial review - i -16 (R UTE ) FIRE .1 (� FIRE PROTECTION: Sprinklers Detectors N/A b hS' FIRE DEPT. LETTER DATED: INSPECTOR: ] a, INIT: ZONING: (BAR/LAND USE CONDITIONS? [ Yes No O PLANNING REFERENCE FILE NOS.: T: MINIMUM SETBACKS: N- S- E- W- O PUBLIC Iv UTILITY PERMITS REQUIRED? ( Yes ( No PUBLIC WORKS LETTER DATED: WORKS JJS • INIT: O OTHER INIT• C4 BUILDING - �. / =S" TYPE OF CONSTRUCTION: CERT.OFOCCUPANCY? UBC EDITION (year): 1 final review INIT: " j'' °Yes RI% Vitt/ V BUILDING I�j �' OFFICIAL 1 I INIT: . REVIEW COMPLETED ' AMOUNT CONTACTED �Y i OWING: DATE NOTIFIED • (init. 2nd NOTIFICATION BY: (init.) 0 3RD NOTIFICATION BY: . _ (init.) 01/08/93 • 4 -A ti, ''s CITY OF TUKWIL4 Department of Con unity Development — Permit Centel ' kit = 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 Pif /90e (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAME TRc- E3c6.D2(c,I1 NUMBER KSNINAORT SITE ' SUITE NO. INSTRUCTIONS TO STAFF S Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. 0. Plan corrections shall be completed and approved prior to sending to the next department. . • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. 0 Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. • DEPARTMENTAL REVIEW • "X" in box indicates which departments need to review the project. O :.: P.P OV.E 5 �P,�' T N ppo .......:. - .. (BUILDING - N Date Sent - Date Approved - ✓• -" Initial review r• R UTE• Ba ., FIRE PROTECTION: • Sprinklers (1 Detectors r j N/A ►A FIRE * 6 y� FIRE DEPT. LETTER DATED: '/ INSPECTOR: ('U INIT: O PLANNING �(�" ZONING: IBAR/LAND USE CONDITIONS? (. ]Yes U No o REFERENCE FILE NOS.: • ' MINIMUM SETBACKS: N- S. E- W- O PUBLIC UTILITY PERMITS REQUIRED? (j Yes r No WORKS J f S PUBLIC WORKS LETTER DATED: INIT: • 0 OTHER INIT B U I LD I NG - 4s" TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: 31.d14 QYes geo (4 VBUILDING 4 / C ;' 7/ 95 OFFICIAL ? /� 4, • INIT: — REVIEW COMPLETED • AMOUNT CONTACTED V i n OWING: DATE NOTIFIED BY: 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY:. ( init. ) 01/08/93 : �� 1 � ' . BUILDII a PERMIT �ii i . Ap. APPLICATION CiTY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433-1849 DESCRIPTION AM• UNT RCPT # DATE BUILDING PERMIT FEE Ar r Vfl�'' PLAN CHECK i ! 0 - ),, J PLAN CHECK FEE �1d2. 3 NUMBER - ul BUILDING SURCHARGE 14 . a APPLICATION MUST BE ENERGY SURCHARGE OTHER: FILLED OUT COMPLETELY • • TOTAL - SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 880 i .E PST IViAR6/4/I L WRY ..5df17N l4." lh6v PROJECT NAME/TENANT ASSESSOR ACCOUNT # COA4PHCTnR CDUER i<'9YGUDRTH TWO( C 5 224,0 -- f) -32-1---.3 a ..d e2.-- TYPE OF _ New Building Addition (1 Tenant Improvement (commercial) Demolition (building) WORK: Rack Storage O Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE:CD7PCTC SHALL DESIGN, RIM 1 9TJI//V�7.7LL A CANDPY ZNER M DI577NG GfiR614G.E LDMPFCTDR. Ch/ikPY TORE 01r/1/ _SIDED.. BUILDING USE (office, warehouse, etc.) LRNapy ..hthL/ PREuarr RAl/V FR I4m EN' ii'i,vG �MPA JTDR 4 E21i TfA/G POLUJTED NATURE OF BUSINESS: TRU MANUFPrL.TURIN WILL THERE BE A CHANGE IN USE? (A'LNo Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Sop Tenant Space: Area of Construction: 2,619 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No P. Yes IF YES, EXPLAIN:1110n �+ P/ PER IN THE u#157-E- _5T-R 79M, PROPERTY OWNER PPtC2AR i/U6, IIENWt TY TRuc CfJ PHONE 76,7 -g67� - ADDRESS Bea E A T 1�ftR l/!lfiL GUS? Y.)- .SLYG'Tli. _5E. TITLE' !,!/t, ZIP 9gep CONTRACTOR ThE tv wUIIT La, 'Az, PHON E,r� ph ) 83g -q/y/ ADDRESS _3 y83q PACIFIC IWIvHWRY 5. FEDERAL WhY . LUR , ( ZI Pc/B03 WA. ST. CONTRACTOR'S LICENSE # WRi6NLl372N0 EXP. DATE OCT: 15 ARCHITECT N /ii PHONE ADDRESS / ZIP HEREBY;OERTIFY;THAT:t HAVE REAL AND. i XAMINED. THIS °ARRLIGATIQN AND I{NOWI . •THE SAME TO BE TRUE AND` CORRECT, 'AND:I'AM AUTHORIZED TO , PPLY FOR OWNER SIGNATURE 4" � DATE 0R f i/./r WW7j," AUTHORIZED PRINT NAME MR DAUi5 PHONE 74,7 - B67T AGENT ADDRESS JSOi E1=t5T MARW/AIL WAY SiV77t CITY /ZIP.5EIlTLE alA g13/el8 CONTACT PERSON /III RRUI,V DAVIS PHONE 7h7- 7.f 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 czces, 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 o (;i9 ill Development Building Division at 433 - 1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES GENERA 249.75 CITY OF TUKWILA. WA 1 RANfiMl' 1' GENERA 162.541 TOTAL 416.59 TRANSMIT Number: 94002731, Amount: 4'16. ;9 00/11/95 14:40 CHECK 416.59 Payment, Method:. CHECK NotatiOnc IIENWORTH TRUCK Init: StdC CHANGE 0.00 ...�... I'ermyt- tea + ... F . - .._.. - ....:.......; _. .._,..,...._,_.._»..._..,...... 08/14/95 5233A000 15:S3 095-0264 Tvpe: IJ-BLDG BUILDING PERMIT Parcel Nag 542260•••0060 • Site Address: 8801 CAST MARGINAL WY 8 Total Fees: 416.59 This Payment 416.159 Total ALL Pmts: 416'.59 Balance: .00 .' *****A AAt* k*•*•A**• k• k*• A*4* Ic*• A* r* A* A• k• h***. k* * *,t*k **A•A * *A * * *•h **A•A.A *t1*A* Account Cade Description Amount 000/322.100 BUILDING •- NONRI6 249.71 . 000/345.830 PLAN CHECK NONRES 162.34 000'386.904 STATE BUILDING SURCHARGE 4.50 :.f._, «Y! ,�..,f_:V ..., 1. .,L . . ,, :isf.'LJ_.•4t:.$?.i>,t ... k; _Li ,,..trim.. _ci' a.1_2! d,,, ,It u.<e4 ra,::,,,QiA,, i...rA:,A.i,ih l4 .ii,.v,:q ..ic'.i{ lv iiitI0. riis i- Rilliti4 J•fieb.,Z.,,i ,:o Si • INSPECTION RECORD ( -- 2 .595 - Retain a copy with permit / 021)94 INSPECTION NO PERMIT NV /11 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ype o ns • • n 0 maiiont Date Called: _ _ q Sp Instructions: 144 Date Want: l q ci am Requester: m mz. \I AV • Phone No. : 16 — 107S 0 pAelgg) $k Approved per applicable codes. El Corrections requ red prior to approval. COMMENTS: • 4. eit-A K111-1 S criA ors isPECrtz j,S 1 Kee AP t'M • O IL nspector: dat 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ll eoept No.: Dale: , , .•■•," Z," • v 4 5 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 c � •�� AUDIO VfSUAL (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 EXAmi 4 tioN CONSTRUCTION INSPECTION REPORT PROJECT? Kenworth Truck Company PERMIT NUMBER, B95 -0264 ADDRESS: 8801 E. Marginal Way S. , Seattle JOB NUMBER: 95 - 69 a • ARCHITECT: ENGINEER: EISI Consulting Engineers CONTRACTOR: ' The Wright Company INSPECTED AT: Job Site INSPECTOR AND DATE INSPECTOR'S REMARKS • J. Ceronsky Observed tightening. of 3/4 "0 A -325 bolts for structural joints using ASTM 9 -16 -95 for A -325 bolts. All A -325 bolts for trash compactor that I inspected were per plan and specifications, page 1 and 2 of approved City of Tukwila plans and specifications dated 9 -7 -95. This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other person or firm is strictly prohibited without written permission from our firm. This report may be a matter of public record at government agencies etc., but it is public record for viewing only, not for personal or financial gain. RECEIVED cc: 1 -Owner Architect OCT .1 21995 1-Engineer COMMUNITY 1-Contractor DEVELOPMENT 1 - Bldg. Deot. • r. ' t. CITY 'OF . TUKWILA 1 Address: i ,J:l 01:',EAS'T.MARGINAL WY S , Permit_ •No` 895;0264 , Sute ,, r t Tenant : IKENWORTH TRUCt. .COMPANY S ta'tus : I SSUECt • Type B BLDG Applied• .00/11/1995. , I .Par ce i # z :.542260 0060 ' Iss'ued ;` 09/OG/1995 i : 'k'k•k k qt.* k;k *•k`,k'* * 'k * * ** k•k k'k**k ••k ' * •k ** '•k 'k' *.* .j •k'* * * 'k ***'k*•kk h 'k * '* *•k 'k *•k * 'k It ±4 A k* k•k •,4'• kk ••k 'k ' r Pemit rf Condition: : , I .No changees w1 1;1 be made to:ifthe ,runs �(41iitess.,. approved by the Archi or Engines," d -th e TuF,w1`l a `B'uild`�i ii ' I 2 ' Elect, I ca 1. perik -' ha 1 1 ;be,. 0bt i ned through { t, l A ` •ash i n to gf�. f , •State Di and r dtrstr``fies 'and all '`e; sctr i Cal ' r`,k • will • .. .b r e,�, spe.c vi" hat • a ge .n c ; 8- b"630 ) ' e �, h�, , '3 Alf: e :prm1 t s(�'1'tisp `tte'd } "q' rt e crd os, and a ppr ( 24 oove llaps . ' sha5l be . .available e ''`4 • o e • 'to " x t h eb ' £tar p ,„ c ot , - �. • .. struct 1:. ` T h ere `d+ cum eh .s. are Y to be 'ma i'nta ine 4 i av A , ' a ble u • . ".. f<i4, 1. ispection a� o�,ia1 is granted. : ' i' ►� } • 4 Al 1. t t ut a41; eld sha ;' be 'done p by W.'A.B. ,, de , < `' fi ied °�. q c ''w , ' ,peca'iar.j nS , o . 0 (UBIC . ec. 30G( a)5,) .. 0 ) INI .,. • A11 J 1 t'-' .engtb bal• :ha,l be special inspected •oc 1 - 5 ec.P.'K7 6' a•'f. :) , a f r ' ' 4 i0! � �,, , v �' G. ' All ,c ns,t, u ,. s tian to be = doner..:. In c mance with app r, pv " ed.i9r 4 ' ',pla . andl,; ti qu,t rement,s' .ro f„ the On i foj�.m.� Building .Code (1994 a Ed IV). n) as amended. •Unifttr rn Me•ch fi l'Code, (1994 Ec it10 ) , : • It . arr� 1tWash1 t ore St ' ?1 "r� ±J'994 Edit 'on) . dA +' '.: t ,'7 Va l i, i t . 'Pprm i t % r Tne.. - n uance . ,ot ' ' 4t "..per‘ Ft or appr" va fz of p•l,4n , s 1carficn: < <_:? avid 2C.: •1m►prrtatto#ls.- "'sha.l`1. not be .:on .. ,�, •:i • str� d 'to be I . perrrmi't ,,,for o'r tan a pproval ..e any vioil.ation ,of of ti e :'p ray) �, i on.$. the bu i l ddi,n,g ". code. or of `ny °'* " oth ,,y• ord1n 'nc:e• • of :the ,Jurisdict'l "o' � ' : No permit pr .um1 q . � iv' rt, ,w t r'to .vii elate :ors c-antAe'l thee" rovisi�on..,,o tx i yy , :, . : cride a 1 1: .. v f'', ,l i " 1' A 4S• f F. S v c ' •. ( + •, °'sari,. : g4p j7 f . , ."k,� S C ' kn^,� haft i''•.3 , y 1' t 1 1 � � ✓i` 5f i � { { ;, P t• t r,,4/ 4 ;s i t , ., 4,•, r r .S ` t t 6101:4''' t; J4,;:, } F y w� Ta, td L ,,1!;, �. Yf fi ;•may .. ; y x ' \�` , L • . T Y4 q r t r,i ti; ! . ,, .d ` , fJ . i' w- :4, . t 1-7 r Y �r t.() ,,,, -,) • w x.i 4l kt :,z,M4 ;4,4'!!:.,'':;;;T:. k . 4 f al t f , y.,,, :. - • , KENWDRTH TRUCK CO. 8801 E. Marginal Way South Seattle, WA. 98108 1540' 1 IEZEil .:1- I grLI ..g 6s L2,__I A.1 :_ . .. . a . ) —c \ N \ RR ' I= 40ReaRescc—r c ( I :: ,a>laae I I , maor Li per, • ' . 0 a I UPSCALE MUM ' ♦ , n tt SKY PA:CLL % - -ei � E. G . 1 .ate =1 E— '.- 1 1.x,. 1 .7.I,..-• , _ A - ♦ ♦ Me WM • MUM — _ . N 0. R `� __ mss , 3 - ° r_ nnoe . � ... I .N+I:^rue■ f ' vowim.esr.ma, ♦ ♦ Q -4111 (./) - � 8 y� 1 ♦ la " WELL Fr _ tiler n !S ii al AIM IMP ; L . . 0 , , . . 0 ,. - - k„ . . . c 4 _ _ _ . i oaaa RAMC w PAP ♦ ♦ ; ♦ ,N : \ l OMPACTOR COVER / 490' Q E I ! ! 1 ! I KENWORTH 1w HH Z .. O Cf7 MPAf T f1R f'flVFR rn to 0 100' 200' 300' 400' — ,: — ' ,� - -1 COVER , . ..- I I 11 MAIN BUILDING / 1 173,900 SQUARE FEET I I _ 1' ADD ON SECTION I I 43,836 SQUARE FEET OCCUPANCY B-4 . i claLS i . . . / \ ._. __ .._ _pi. .._ . . CJ) CL — 0 2 . . ,....-N . 0 i-- 39' co 50' 43' / 7, 1 .... _ _ _ ......_ / 'c ---- ts4Nesio's•ses s NA AMNSNSSAAdp-v . . i STOP VI 10 ' - 5" NM IP - -40 - wile.. i r 41. ANI41.4:111 ..::::=7.=•=r,.. - - 1 3' k ''. _...,_ – - - — - - -1 . . . . D . . - - • • -v- -p EW CANOPY ----- ' ..... . . . . . 1 . \ . . TRANSLUCENT R A • PANELS DOWN ..... a■-. . . , . . . . . . .. . • • DOWN / f' --- -, : CD I— • Z 11-1 C., ";"' ...-•'. CD Li_ I . - Ljj -si- • ..'..\/ . • • • . . . . — 00 • - - • ----- c.. cn .-0 c-) ECENED Li 0 •-•tn I n . I; iiiKINIIA Girt oF cn .__. c-.). • . < >- • - - - - - - ._.1 SEP 0 5 1995 z 0 z • 2 OP t::: GT EWER (i) < !AC) 43 PERMI• . • , . > O- W if) D KEN WORTH 000 1. incorawataimaixer.m. . Li •s 0 MIINZIWAIIMIE : cL a) 0 111101:1001YAMMDI: ....... — - — — - COM_PLA5 r'anram COM_PLA5 KM:IRAKI - .- . l . A,.-.,.---- ..- - ---... .., -,--,-----„.-..,,*.--,,.- -. - - ---- • - - - - - - - ----...--,--,....,,,, - , ..--. ,----- -- • • 50' 43' / 5 . . - i-e: IsSAA I s **I' I :1 ►��J X ;40 %s V1 10'-5" 1 s I s I s sI s IIsI s s4 k4 ► I i - ::.:.: Witi4nifiW4nnitititlqkq . . R i .,_ NEW CANOPY - V P .. TRANSLUCENT - A PANELS DOWN 11.- DOWN . . • V E r,` • P . . . . . . . . . . . .. . • • , . , • m C ° KENWORTH i . , m =1 .._. - n KINNVI* V;{SII m C f-41' t Z r T`p .� C3 ©Q F = .:rurrr� COM _PLA5 31 a ! . FROM EISI LTD. SER.WR HI 9. 6.1995 7 :55 P. 2 RINI . Job No.22 1 _ , , Sheet 2" ,1.. -_u Client: A0214 && 1O consulting engineers Project : ea - k�v+ 1 ••• • :,. n■ 1900 W Emerson Place 1200 Seattle, WA 98119 Subject: 11 �� Phone (206) 284 -1181 • FAX (206) 284 -1236 By: .1C� Date. ' F1' Volt- W i v! ti peel SO milk e p 14 • . lovt(04/Ce..1-1t13. \,t1 t =ILO • 'r -a4 t, r ole'= 1,(0410 4,1 <1,(9)(11 .` 1_ ,.. . . irti 6 C Is* fig. - sfav\ = 1101 . L,44a. / Down 44 ,i_ XW 900 rL up ILP- iXa1dIge fazaitz4- 64416= Issam . cavi v§e, M ivt \i4 Gi * ; .LapeleAr 131 JeUs 1 q IS" eav0c) S4ok riles oar wiek Is . , 73/54 Col -.0-3r ey • ioNAL ECG : • • .. FROM EISI LTD. SEP.WR HI 9. 6.1995 7:56 P. 1 HIM/ K Job No. ' Sheet _'L ur Client: consulting engineers • Project: .., , '.. Aar/ ►.'M 1900 W Emerson Place 1200 Seattle, WA 98119 Subject: Phone (206) 284 -1181 I FAX (206) 284 -1236 By: 4 Date: 9 '1.11 ' 7 l5g beck Love' I try ` q 1 � 071 t ------ eek. C eat (oc CoNlmda. wail W66 4645 . 4t5 to eet4e% 4- $ .64 eichmei 6 p l,d te o f C® ( • 6dreit elt elt, 4 ti E ' h --1 60 : ss psi ,,r► .k,it l'titem em tol'i si . t V 44 c, is 5 toe bk '. 44.1 4 • ���NAL'F2 • . i ** *END * ** FROM EISI LTD. SER,WR HI 9. 6.1995 14110 P. 1 �.. RECEIVED CEP 61995 CUlvuvluivt I Y DEVELOPMENT H/si consulting engineors 1900 West Emerson Place Suite 200 Seattle, Washington 98119 -1649 Phone (208) 284 -1181 FAX (206) 284 -1236 FAX TRANSMITTAL Attn: Date I b Job No. 15 Co.: a�-u� 1111IA Fax: G ... Phone: Transmitting _ Pages including this cover. Comments: e ll gek ...026„4 . A • : d � ANW1 . . a t4 • 1. • AV _ t 4 Signed: J C i_ FROM EISI LTD. SER,WR HI 9. 6.1995 14111 P. 2 MN/ Job No. q Sheet 44 Of Client: A • • • consulting engineers Project: < , • , I. , .470 1900 W Emerson Place 1200 Seattle, WA 98119 Subject: 1 Phone (206) 284 -1181 • FAX (206) 284 -1236 By._ Date: maim • to- Ag,attioyi lt4 re.T.0 eub j ect c P�J t+ 4. dh R Rzler6 Gewrb PIA) s(vmeliS "26 Vile b,A4o cam, TeihoP 001 I vi§ 4a v ee $ ''L • FROM EISI LTD. SEA,UA HI $( 9. 6.1995 14:12 P. 3 ■ ls•4 tF :4l1 Y.k+ P- _ ••.•,i::: t1a f► b/ :,, ►" 7ao oe �wreoaroEUP y " ...•a. ...r_':.i;..r._...,........... .ti: w+......,'.. R .,.�.....e...w..-- :' .'....�_r� • . • p' Dux 02316 l• o437s otrig • 1.1rs • EBeNfW net Properties . . I. Malarial ' Top to Comp. 8011om m Comp 1 0 . Mw„ I '2. , ' W9 206:11 4f '' : THK .. . WT i Fb ' •IaEFF SKE$P IIEFF SKEFF 7 0w9e • (IN) (_PSr) K80 ( (IN'IFT.) (111 , IIN IFT.) I1N'/F'L _ ) .I 1 � I i � tt0000 l � � i • ' • ' 1i '20000 rr • 28 0.0198 1.0327 • • 30.0 0.0333 0.0367 0.0203 0.0369 ' I' • 24 0.0257 1.3136 30.0 0.0150 0.0498 0.0302 0.0419 ^ . 1 R00PANDWALL ! Illowable Loads PSF t - , Spacing (Inches) • •• Ocoodpuon Pawl • -- - - C ond111on of Load Devoe 24 30 36 42 40 I 64 80 66 72 70 • 84 - _ 90 96 102 106 I ' Bending 28 182.7 116,5 80,6 59.0 44,9 55.3 20.4 23,3, • 19.4 16.4 14,0 12,1 10,5 0.2 8.1 24 247.7 150.1 109,4 80.0 31.8 28.4 23.3 19.0 16.4 14.3 12.5 11,0 if I Si Spin Dill6C20n 28 102.7 110,5 80.8 69.0 16,8 12.8 9.0 7.7 6.1 - 4.8 3.8 3.1 24 247.7 150,1 109.4 60.0 69.0 41.1 29.6 21.9 18.6 12.8. , 10,0 7.9 6.2 5.0 4.0 Ff Bending 28 163.7 117,2 81,1 59,3 45,2 35.5 28.6 23.4 19.5 18.5 14.1 12,1 10.5 9.2 6.1 F Two 24 208,3 132.0 91.6 67.1 51,1 40.1 32.2 28.4 22.0 18.5 15.8 136 01.6 10.3 91 • Span Da11ecllon 29 163.7 117,2 61.1 69.3 45.2 35.5 265 23.4 19.5 10.5 14.1 12.1 10.5 9.2 6.1 • F 24 206.3 132.8 91.6 67.1 51,1 40.1 32.2 26.4 22.0 10.6 15.8 10 3.6 1 1.8 10,3 9.1 I Eer►dtra) 26 , 229.8 146,7 101,6 74,4 56.7 44.6 35.9 29.5 24.6 20.9 17.0 15.4 13.4 1 a,8 f 0 4 I. • MuNM6Pan 24 260.7 160.4 115.1 04.3 642 50.6 _ 40.6 33.3 27.6 23.5 20.1 17,3 15.1 13.2 11.6 DeIIeClion 28 220.8 140.7 101.6 74.4 • 44.6 35.9 29.6 24.6 19.4 16.4 12.3 10.0 0.1 6.7 I 24 260.7 166.4 115.1 r 84,3 64,2 50.5 40.8 , 33.3 27.6 _ 23.5 20.0 ,, 16.0 12.0 , 10.6 8.7 NOTE: Maximum deflection value Is based n span divided by 180, Increase bending load values 1/3 for wind. ..••� • • I I r 1 1 0 161 11250 0471! �AMRf011DE 011f • I AVID Panel ,t, s 1 3O e 0 4r •� - , 100 10000 nac4UU9 03in • • Enecfiw Panel Properties I1 0.2376 0233a�I 113. Y• 1 ri 32031 3. 203} 15 626 1 Top In Comp, 6001em M omp. • C It-- - - libelee . ""'""'1' 1!3030 "' - - to m '' THK WT !KEPI SeEFF (JEFF i *0003 'I ' 1 3A1•0! (IN) (PSF) (INYFT.) IN' /FT, INYFT. • • ' 28 0.0198 1.0327 30.0 ' ' 0.0312 0.0264 0.0357 ARCHITECTURAL WALLIN /Au I i '` Allowable Loads NSF' Spacing (Inches) ,+._.r Oasctipson } Condition of Load 24 30 36 42 40 64 80 66 72 76 64 90 96 102 100 I. Simple Batumi) 155.9 99.6 69,3 50.9 39.0 30.6 24,9 20.6 17,3 14.8 12,7 11.1 9.1 0.6 7.7 ' Span Deflection 155.9 99,8 64.3 40.5 27.1 19.0 13.9 10.4 _ 0,0 6.3 5.1 4.1 3,4 2.8 2.4 • Two Bending 178.7 114,3 79.4 5e.0 44.7 35.3 28.6 23,6 19.6 16,9 14.6 12,7 112 9.9 0.8 Span Deflection 178,7 114,3 79.4 68,3 44.7 35.3 28.6 ' 23.6 10,3 15.2 12.2 6.9 6.2 6.8 6.7 • Mul4•Spaq Be • • 223.3 142.0 99.3 72.9 55.8 44.0 35,7 29.6 24.8 21,1 18,2 16.9 14.0 12.4 11.0 0. Deflection 223.3 09.3 72.9 51.2 35.9 26.2 19.7 151 11,9 9.5 7.0 8.4 5.3 ■ 4.5 Nola, Inaeue Bending Load Values b Ior Wind • • • II NOTE: Maximum deflection value Is based on span divided by 160. Increase bending load values 1/3 for wind, GSS System , • 88 PANEL • 1 ® EllecxW Panel Prowl*. 1 Meletlal Top In Comp. Bottom M Comp, i 24 " ----.-.1 S • ' THK WT Ix ' So Ix 5x 11 b" * 3r j� ' OAUO! (IN) (P87) (IN'/FT,) 1181 ) (IN%FT,) (INVFT,) 3/16" - �Typltal • 24 .0266 1.24 0.3202 0,129), 0,1729 0.0991 .. , ow 4 --- r --1- ow' I 1 i • Allowable Live Loads PSF - Allowable Uplift Loads PSF 24 GAUGE (FY • 50 KSU) 24 GAUGE (FY • 50 KEI) I t - SPAN TYPE LOAD TYPE SPAN IN FEET OPAN TYPE LOAD TYPE SPAN IN FEET I I } 3.0 3.6 4.0 4.8 $.0 6.5 3.0 3.6 4.0 4.5 6.0 6.5 • • 24ipan Bending 221 162 124 96 r 65 2 •Span Sanding 362 291 216 170 137 114 +( i i • Defleotlen 221 182 124 55 79 86 t l 3-or mow, • Sending ' 257 189 145 114 53 77 3.or more 66ndIn9 448 327 251 1911 180 133 } • • _ Denecllon _ : 287 169 I 145 f 114 _ 90 1 , . 77 ., '.w {r ..,.W.. .r.•Wa..Y /4.,.r.".MI..,1• ��.,...Iw•. . -,., .,JY1 r. .,.r:...b b..Y ��..�, r. .,..,�.. • •...r.�.. �r'1 FROM EISI LTD. SEA.WA HI 9. 6.1995 14113 p, 4 .. _• .... _ ... { D.rt .. • . � , • l'': .,,.. CAM-0 _:...;, )v',:rntlil► • S'i. ,, • _.. ..... _.• - _ • i • • ,mru- • f%t{::, ' .ice:: Engineering Properties; x, .. __ • �' G ' r . y .. , , ,. , ,o • OR ALL erCT OMIR PT . H t4p.' A a . z.,a0o $h..'��,,.. r • • 258 SECTION PROPERTIES • w 7 ,�Iv_ Y� T W R Area . Wt. IxEFF. SxEFF. ly H 1'N '{� Sect. An.) tin.) , (in.) (In.') (Lb./Ft) (in') (In.') (in') (In.) T ... T 6218 , 0.066 2.6 0.3125 0.817 1 2.78 _ 4.518, 1.424 1.87 8 H X X H X x . e216 0.065 2.5 0.3126 0.038 3.19 8.873 2.110 1.87 5 • R A 8214 0.076 2.8 0.3125 1.097 3.73 10.471 2.681 1.85 8212 0.100 2.6 0.3126 1.667 6.33 • 14.109 3.560 2.13 6 i V y 10Z14 0.076 2.5 0.3125 1.249 4.25 17.799 3.613 1.85 10 • 10212 0.109 2.5 0.3126 1.705 6.07 24.107 4.839 2.13 10 • 12212 0.109 3.6: 0.3126 2.188 7.38 43.648 6.506 6.82 12 • • Allowable Loads •• ?OWN eta Loom moon . • ' 'Max. Bending • • • Deflection at Max. Bending Load i . • 1 Condition Span Load (Lb./Ft.) (as•a ratio of the Span L) • 6218 8Z16 8214 ICEB10214 10Z12 12212 8216 8216 8Z14 8212 10214 10212 12212 =3:3. 18' 122.1 181.0 221.4 304.5 301.3 • L/179 •+ r 4' 54.3 115.8 80.4 141.7 98.4 ` 1/119 L/151 L/149 L/200 Simple 25' 50.0 74.1 90.7 ME= 170.0 228.8 L/91 L/121 BEIn �1/115 1/145 1/143 U192 Span 28' 39.9 69.1 72.3 99.4 98.4 �siiEa L/130 L/128 L/171 30' 34.7 51.5 ' 63,0 86.6 85.7 L /100 Inaill 1/95 1/121 L/119 L/160 16' 254,8 338.7 437.6 844.2 509.7 832.0 1028.3 1/213 1/311 L/287 L /285 L/425 1/354 1/514 • 20' 158.8 219.2. 286.7 396.1 Ean - 1/238 L/215 L/211 L/299 1/261 1/372 24' 105.8 145,7 264.1 251.7 369.0 4813,5 [ L/176 ® L/227 L/214 L/286 25' , 96.8 132.1 1/206 U276 f t 1 f 28' 72.7 100,1- 127.7 261.9 353.5 L/119 30' 61.2 85.8 108.0 153.5 303.5 L/115 1/159 1/149 U142 U175 L/169 L/227 • 32' 136.1 _ L/167 L/156 U212 Multiple 34' . 117.7 IIWCWMEVIIIIII rIIMIIHIIIIII 1/159 1/149 L /201 Span 36' 111111 102,8 161.9 197.4 1/151 1 /140 L/193 38' MIMIM 173.0 _11111111.11111 :. 40' 111111111111111 152.8 1111111111 L/176 $t•ndNd purtin I. we M 1141M1 PURIM 012L NUT INTERIOR ORAME ALL OTHERS INTEROR rPAMEI I' i a' a'4' 3'4• 10' lb 12' 7'4' 4'9' NOTES: • • • • . • , • ' An values . are total loads, Including ; ' The Multiple Span portion of the table • dead, live, and self weight, ' assumes three or more bays and a •• • ' Loads may be increased'by a factor of: setback of the end frame decreasing 1.007 for a 1:12 Roof Slope the nominal bay length for the end bay 1.028 for a 2:12 Roof Slope by one foot. . 1.111 fora 4:12 Roof Slope • .• • ._ . r • , • . • 'Garoo has made every effort to use accurate product description, and specifications at the time of this printing. 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'''' s ' :!.:!:::!.W:Vo.!:•:•: • . • . molik - -ATM, tt �pf • „ REQUE$T PROPOSAL P� 1 • TRASH CPMPACTOR CANOPY 1 0 KENWORTH TRUCK COMPANY • SEATTLE PLANT \I1` ��Cn, 1.0 INTRODUCTION 1.1 Kenworth Truck Company is requesting proposals from vendors to provide and install a canopy over a large trash compactor at its Seattle Plant at 8801 East Marginal Way South, Seattle, Washington, 98108. 1.2 This document describes the desired canopy, in general terms, and requests that interested vendors propose, and provide a bid price for, a canopy they feel will meet the company's needs, based on this document. 1.3 This document has been.revised to reflect the as bid condition. The existing text has been lined through, and the new text added. 2.0 GENERAL REQUIREMENTS 2.1 The canopy shall be configured generally as depicted on the attached sketches, COM_PLA4 and COMSIDE4. Canopy size shall be roughly -25 = _ - - _ = _ - • inch- ever. 50 feet by 16 feet, with no overhang. 2.2 The canopy clear height shall be 15 feet minimum to the south side. The roof slope shall be approximately 1:12. 2.3 All walls will be completely open with free standing columns. If X bracing is required, it shall be placed on the sldee -south west side. 2.4 Materials of construction shall be steel, adequately protected against corrosion by painting, or galvanized. 2.5 Gutters shall be on the south side of the canopy and shall; slope to a downspout at the southwest corner of the structure. "' 3.0 CODES AND STANDARDS 3.1 As a minimum, the design and construction of the canopy shall be IVED in accordance with the following: CITY OF 'AU G 1 1 1995 1 PERMIT CENTER • � 3.1.1 A.I.S.C. Specifications for Structural Steel. 3.1.2 A.I.S.I Specifications for Light -Gauge Cold- formed Steel 3.1.3 Metal Building Manufacturers Association Design Practices Manual 3.1.4 Uniform Building Code, •1994 Edition 3.2 Design Loads shall be as follows: 3.2.1 Wind Loads - per UBC and prevailing design practices for the area. 3.2.2 Roof Live Loads - Per UBC and prevailing design practices for the area. • } 3.2.3 Combinations of loads per common design practice. 3.2.4 Seismic Zone III. 4.0 REQUIREMENTS f 4.1 Vendors proposal shall include all necessary labor and equipment necessary for a complete installation of the canopy on a foundation provided by others. 4.2 Vendor shall provide complete foundation design, including certified anchor bolt layout, stamped by a Washington State licensed structural engineer. 4.3 Vendor shall provide two complete sets of drawings and structural calculations prior to start of construction. 4.4 All drawings generated during the design phase of the project shall be completed on Autocad 12 and submitted on high density 3 1/2" disks to the facilities engineering department. 4.5 All pricing shall be based on erecting major portions of the canopy on Saturday and Sunday, with completion of the remaining minor installations on first shift, Monday through Friday. This assumes the need for heavy equipment to set the main structural 2 components of the canopy. Weekday, first shift operations of the facility will underway while the contractor is on site at other times. 5.0 POST INSTALLATION TEST AND INSPECTION 5.1 Kenworth facilities engineering and maintenance personnel shall inspect all work performed by the vendor and a punchlist of items needing correction shall be compiled. 5.2 The items on this list shall be corrected to the satisfaction of Kenworth facilities engineering personnel prior to final payment being made to the vendor. 5.3 Facilities engineering shall provide final acceptance and authorize final payment. 6.0 SUBMITTALS 61 As a minimum, the vendors proposal shall include: 6.1.1 A complete description of the canopy they propose, including the price for the canopy installed on a prepared foundation, and a listing of the materials and services to be provided, in addition to any restrictions or exclusions. If the vendor can provide an "off the shelf" design, standard lengths, widths, and heights shall be considered. 6.1.2 An estimate of the time required to complete the project, and a proposed schedule. The vendors schedule should indicate an ability to complete the project by September 22, 1995, assuming completion of the foundation work per the submitted schedule. 7.0 PROJECT SCHEDULE 7.1 Vendors proposal shall be submitted to the Kenworth Seattle facilities engineer by 3:00 PM on July 21, 1995. 8.0 OWNER PROVIDED" . 8.1 Kenworth shall provide the necessary building permit, and a foundation per the certified design provided by the vendor. 3 KENWORTH TRUCK COMPANY 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. RECEIVED CITY OF TUKWILA AUG 1 1 1995 PERMIT CENTER �'� _ °' • 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 King County, Wash- ington, being that portion of Tract No. 2 as shown on the partition map 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 King 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. a r ° 1 jlr . G City of Tukwila gq . .. .4, . John W. Rants, Mayor s` , , , N • � ,. I ?. Department of Community Development Steve Lancaster, Director August 30, 1995 Marvin Davis Paccar Inc. / Kenworth Truck Co. 8801 East Marginal Way South 1 Seattle, WA 98108 RE: Compactor cover (canopy) at Kenworth Truck I Plan check number B95 -0264 u i Dear Mr. Davis, 1 After an initial review of the subject project it has been determined that additional information and /or corrections must be submitted to complete the plan review. Please address the following comments: 1. Provide an enlarged to scale site plan showing the location of the proposed canopy in relation 44 to all adjoining buildings. Include accurate dimensional distances to the other buildings. Label the adjacent buildings for their occupancy use, type of construction, and square footage. 1 Referenced information should be in context to the 1994 edition of the Uniform Building Code. 1 Note: If the proposed compactor canopy cover infringes the required yard setback of an adjoining building, or increases any existing non - conforming buildings allowable area, the canopy would not be approved for construction. 2. Provide structural engineering calculations for the subject canopy structure. This engineering must be stamped and signed by the engineer of record, 3. With above item number 2, provide additional structural information to justify the use of the existing concrete elements as footings or foundations. 4. If additional lighting is to be installed on the canopy, address any applicable Washington State Non - Residential Energy Code requirements for the lighting system. To confirm you have received these comments, contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions 8 :30am to 5 :00pm at 431 -3670. Sincerely, KAAA. Vt, skkA-kA-..... . Ken Nelsen , Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila Washington 98188 • (206) 431 36 0 • Fax (206) 43136 � l I � l J 65 '� .�(1• t $j'�j t''�'�.r• .rn •.l..,y.� . �. ,. �.. „ -.+ .� -r < r� Ytr ;,y; ':t;'!•:,�',.;i,'.:, , it s,f 1, 7 ., r V .r s � yl ��{+' �2 "� :r' b fJi: j:.S” L' ' r ai ` 'j r1�. y i r., r. (' '� r r C � • -4 f.,k A?t {iS'�^ r i ; i 4. a { .may � .� 1 :� • " }4 ?,44.` ^ �. ' t«n 3 , y - t n.. •. te . A' � � �' �'n f � t . 1 '.J r i • •t'3 , ,,..uw•vl., J , .. l.; ... .j .t .S. v A . � .. .. f, r., , `� ..1:i ', .. vr't.y .. �l' :.t: r .'4•`. x %', . � a IJ) , .� • ii THE W R I G H T CO., INC. Contractor and Supplier of PRE - ENGINEERED METAL BUILDINGS and COMPONENTS July 28, 1995 Mr. Marvin L. Davis, P.E, Sr. Facilities Engineer Kenworth Truck Company P.O. Box 80222 Seattle, WA 98108 TWC Proposal No: 95119R1 (Revision No. 1) Project Title: Trash Compactor Canopy Kenworth Truck Company Seattle Plant Seattle, WA Gentlemen: We are pleased to submit our revised proposal for the above referenced project in accordance with the specifica- tions and qualifications noted below and the Terms and Conditions attached. SPECIFICATION SECTION 13120 - PREFABRICATED STRUCTURES: Roof width: Approx. 16' Roof length: 50' Eave height: 15' clear Slope: 1:12 Building code: 94 UBC Live load: 25.0 psf Wind load: 80 mph "C" Collateral load: 0.0 psf Seismic zone: 3 Main frame type: Post and beam, w /prime and finish paint Purlins: Cold formed 16 ga, 8" zees, galvanized Roof panels: 26 ga RW panels, zincalume finish Trim, gutter and downspout: Choice of standard SMP factory painted color Columns anchored to existing slab (based on 8" minimum slab thickness) Submittals include plan, elevation, typical cross section, reactions and calculations stamped by a registered structural engineer. Furnish and install one pre - engineered metal roof structure on existing slab per the attached drawing Sheet 1. Addenda acknowledged: None received. PRICE AND TERMS: For the sum of $18,300.00 plus Washington State sales tax, payable in through progress billing based on percent complete, not 15 days, no discount or retention. 1.5% interest per month charged on accounts past due. Exclusions: On -site quality control representative, testing and inspection; Selective demolition; New concrete foot- ings for columns; Structural steel /miscellaneous iron which are not part of the pre- engineered metal building com- ponents; Mechanical and electrical work; Union labor; and Performance bond. Owner is responsible for everything not included in this proposal and agrees to hold The Wright Co., Inc. harmless from any liability therefore, t „t This proposal is subject to revision at anytime prior to acceptance. Sincerely, THE WRIGHT CO., INC. !'H ichael M.C. Chang RECEIVED CITY OF TUKWILA President AUG 1 1 1995 PERMIT CENTER Washington State Contractor's License No. WRIGHCI372NO MBE /DBE Certification Identification No, D4M3908321 34839 Pacific Highway S., Federal Way, WA 98003 -8397 Seattle (206) 838-9141 Tacoma (206) 927.1393 FAX (206) 838.9143 I \\ j 3' -1 b r 1 -o A a 15' 18' -3' x ' u THE WRIGHT CO., INC DESIGN - BUILD CONTRACTOR MN Plane 111/Away Sae /Mid Wm w Mow -ia N.«w pM)13T -13q .. _4141 r. NA (1108) 11314143 • o 0 0 o o 0 1 lEM 42IE g 2 KENWORTH 8801 E Marginal Way South Seattle, WA 98108 CANOPY DOWNSPOUT 5 20' 20' I I I I I BEAM 1 I I )I / ` \\ / I / 1 I I 1 \\ / I � I \\ / v/ I 1 I II \ / \\ ` 1 1 1 ) I 1 II 41 / \ \i \\ I I 4 I // 1 I \ \\ I I Z / BEAM ' 1 I I I I I I I I I I -I I I I I I I I I I w 1 I I 1 1 I BEAM 1 I I \ I I I 1 I } 1 I I I \\ j 3' -1 b r 1 -o A a 15' 18' -3' x ' u THE WRIGHT CO., INC DESIGN - BUILD CONTRACTOR MN Plane 111/Away Sae /Mid Wm w Mow -ia N.«w pM)13T -13q .. _4141 r. NA (1108) 11314143 • o 0 0 o o 0 1 lEM 42IE g 2 KENWORTH 8801 E Marginal Way South Seattle, WA 98108 CANOPY 1 `.,"' ,� f. ? : v. "�` X: �. az��y.� a ±;u; -.h +�N •�t`. _tY rik,. •�'l +:!'. 5= . . ._. ;5', P'' . ... r .... ., i . .... , . . . , . �.r-r r z � ^, 7 ,=,.,v. . r+ sy cis =. . 'uw"J T,'+vK�' crime i ,' 9 „ . ' CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 09/05/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95-0264 Tenant: KENWORTH TRUCK COMPANY Status: PENDING Address: 8801 EAST MARGINAL WY S Route: 1 Current Route Line: 5 of 10 Packet Units Description Station Status Received Assigned Complete $ aaaaAaaaaaeaaaaaaAaaAaaaaaaeaaaaaaaaaaaaaAaaaaaaaaaaaaaaaaaaaaeAaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Ap Cond. 08/16/95 08/29/95 09/05/95 Priority (0/low..9/high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH,MM): Comments 1[letter 8/30/95 by KEN ] 2[ ] 3[FIRE PLEASE REVIEW AND COMMENT. ] 4[ ] 5[ ] 7[ 8[ ] 10[ j aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. . _. s'?'. ,..�e '!ii:";,k". X *,7°.t.:'L �r a'LN t.'�'S: M'i•:Y`viIrt•et:k ! xii ,. r,Rpr.Y':?; + +1„).'T: w:Sm-kr.. •77 VIrtntillTOMES P.f. 0 '.YV4'1;k11*'ch'!kNl:hw. CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 08/07/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Type: B -BLDG Vers: 9501 Screen: 02 Fee Information Building Fee (Y /N) : Y 249.75 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review Fee (Y /N) • Y 162.34 CONST AREA SQFT: Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N)..: Y 4.50 Calculated Fee: 416.59 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: N .00 Inspect After Hrs (hrs).: .00 Radon Monitor #: Reinspections (hrs) • .00 (see comments for multiple Other Inspections (hrs).: .00 radon monitors issued) Add'1 Plan Review (hrs).: .0 .00 No. Radon Monitors • .00 TOTAL PERMIT FEE: 416.59 F7 =Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update rnoC V in Davis - k 1( Con o = 6O0 • • • ., .:.y • . t • .. • • •. • qtr, ' :.!•. , t.� • ' .. f.' ':i a C w w I _ 'r .,,. 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I.... .., ..,.. ; nr7, '- .J.,>i...: .: .. .: t,• .. ..:Jr.6,w�,`�nsdttiz sxlk M1ttt#i'i r:ri .ty� .:.•753+. r, k4mt.SWhmlX13 3at /.o^'.t.rcrzrto^anx- �' �::, + rs..• x G., RAsra. cm �r�7xst 7Ar�n�. ECI°=1, r- �nyi� r,�resY,SF1'klyYy�t�i �t$��^,:?.P . } WRIGHT Fax :206 -838 -9143 Aug 14 14:04 1: �; . • .. .„. t • . . • • , , ...• . .., . . ,.,, . • , • . • . l i. . . • . . . . : • • . . . . • • . . . . . • . , . • `J MNW. V VJ. MM1t\ �4H WMA, \ \W.l\V\!N', \ VVN/.M \'\1 .. .• .. .. _ _ ... _._ ._._. _ ___ ��1�r'' DEPARTMENT OF LABOR AND INDUSTRIES ' 1 . THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • •: % '',„ ! !; . ..,..y..• ' l,.;'0'1....0...;:.!. 1 :`t j•'. •.1F y '.. j, . ;.' :ydT +• .�.`�nI'• 1 ' .,l' ' .n. •''I/ .i • •,, 1. 1'. `' T'11 � /! e •.{••''�;,i tfti I .' '7„ • 'c 8TRA'tIONNUM8t. , �.�(` ' ,f'' '' ' FIMTIOII P.TE.r. ' %i•'. is ..,:i413:,,,.?,.:....;,:...; „,' '', 1.p! .s ` '' . � : . ;. ,, r 4 • . ,, 1 '1; I. . , . , ` STATE OF WASHINGTON . � . ,r. ' , '.fit. ,'•,'' . ' . . .' .• ... ,,y'e,, , ,�Iy ; . i t t,!� 14`' l.7�.• s ri } �, :i1:•nlbt . "f -4'r (��1, �. '3 i • •. r. ' ' ! 3- •`iY t V ia� l ti ; ' °.. ;•,`•" `1t'';ti b •"Y %j` ;! �' $ 3q 'IPAC(F IC • ka d''.: :' ' ,,'.':: ,:'' 1 FEDERAL MA . • MA 9�100,3839Y : If .,. .. . • - . : ; ill • 3 F625.052.000(.411 i„ w.,A,,..± n! v., n .\ ..... .. %. L.+• nwy.'. nw. vv.w ' '000.,1wv..^ I— DETACH DETACH TO DISPLAY CERTIFICATE. i a, i' .1;. , RECEIVED ' '` CITY OF TUKWILA s��' • AUG 1 4 1995 • PERMIT CENTER - o� 0 (I STRUCTURAL NOTES LIVE LOADS = 25 PSF { _ — — — I WIND LOAD = 80 MPH "C" -- - SEISMIS ZONE 3 ... COLLATERAL LOAD = NONE assac9 I p` P -1 O FOUNDATION -DRILL IN ANCHORS a I do STRUCTURAL STEEL en ROOF SHEETS P -2 P -i Steel construction shall conform to the AISC Steel Construction 0 cd U _ _ � ! I "CARCO" 28GA "R" Panel Manual, 8th Edition. Structureal plates & Bars shall be ASTM A500 I FY=50 KSI. Structural steel columns shall be STM A500 or ASTM co a O I A572, FY =48 KSI MINIMUM. Structural steel tubing shall be ASTM A500 U O E „ y I fy=50 ksl. Light gage steel shapes shall be ASTM A446, FY =50 KSI. . 1 , �. R oot sheeting shall be ASTM A446, FY =80 KSI. a , � 0, actC t, :-� Q I Q PURUNS " " " Self- d►illin self -ta in fasteners shall be "IMPAX" drill screws a ; in m Lil 16 go. 8" x 2 1 /2 Z g. P 9 \ P-2 I P -1 MI as distributed by O - - Construction Fasteners, Inc, Tukwila, WA or approved equal. U -- ---.. I - Bolts shall conform to ASTM A325N CC -- QC I POST All welding shall be to accordance with the AWS Welding Code D1.-84 O w a; x using ER70 -6 electrodes. ` -+-� I I Fabricaatton procedures and products to comform with AISC, AISI, AWS and UBC CODES. RS P -2 � � _ P -1 m CO CU c4 CO E--• - ,- R oof Sheetin to be: GARCO "RW" or BHP "Superapan" -- - _ - ___ _I- - g " " 26 Gage factory finished Zincolume • I P A L' ES -2 ES -1 I CV LCD - - - - I. CO • " . � DOWNSPOUT I I o +' o f VOL 4-06 fn Fn m 20 °T. 20' S' cr Y T or ��tl. I .% V 1 z , 4 , t S G� 0 as m � • . .4 0 i � . a s /oNAL 0 - - - - - -- 50' e.w atsDt Iri • 4 cj Cb o e g ROOF PLAN 16' SHEET et- as 1\\ 9' Plastic Sheet 2 w is.i r i Eci � j ) 8' Sheet / C3 w dr 0 rill C4 © U y CO 0 I T - I «.... O 4-a 1 I - - - -- -- I I w cn t a. I W 8x10 N _ o t 0 �-- W6x15 p U 1. / /I > zo Cr ZI: > N \ 3/4" Rod Bracing / ..-1 r� I FILE C OPY I \ N At South Side Only / / I F Q co \ / 1D - 6 w • tovels et0 I \ / _ Z M 18n Check ePP royal of I i r -Sr 0 aD M nderstand that the P Isms and aPP N / V a • om 1 an I \ , ` U d "ran women I I . J oie cttoe rro , r eam Uth „nae the �,olauon o N / ( I O — gi R ec eip t of Co / J — ; O ,,ans does no. o rdm� ,Lr I \ Q O M dted cod I , fans ac knowledg' \ / n 2 r- _c, \ / [; 7 s . ❑ ,ractor / 0 0 m 3 O a^0 N ��� I N / I w !� �: ^ o OP Br I /\� I ° l o � I i Date Z a_ v ���p Permit N p 0 w N a � Z I " NOTE " • \ I t COMPA 0 L a U. - SPECIAL INSPECTIONS BY AN APPROVED TESTING N N ( o I LAB REQUIRED AND ADMINISTERED AS DESCRIBED \ N I Ili )(, k BE YOn� , IN U.B.C. SECTION 306. N N I } APPROVED N Is REVISED 4 i / ., \ N - -- -_ __ _ _ REVISED { - �� DATE Aug 15,1995 �l i _ f L a BY Dan Peaslee I I I '� > � I SCALE 3/8 " =1' -0 D PROPOSAL 95119 ' _ -- -- --- - - , - --- Set, F �-, 1_ — -- --+-- ,„,(01, R 0 V ►A NUMBER Existing Dock Wall ' EAST ELEVATION st- ,v � 330 9 NORTH SIDE ELEVATION R ,I I L,NGD ,,,, S� - SHEET WEST ELEVATION — OPPOSITE HAND _ - -- - i of 2 mo __ _ OTT TUKWILA AUG 2 4 1995 ?eL' PERMIT COM 4 _____ - - --- .. 1 Typical Clip Detail 4 Z 8" x 2 1 /2" x 16 Gage I I ›'' 49) ›-.1 "C" METAL CAP TRIM Gable trim ► -�_^ , O O Standard Gutter & D.S. Purling I 1 a U) �� 3 "x S" ECM Shooting Angie —"--• --t 3 1 2 2 ; 7e et — U it 0 typical U o (2) 1/2" x 1" M.B. x ^ O O PC 0 PC "ni __ - T -•- _ - 6" Typical 3/4" dig Bolts G ABLE END D ETAIL �' a <4 � O Plate 1 /2 x 6 x 1- 7 6 " MIN x 1 -4 Web Plate 3/8" x 6 1 SCALE 3/4" = 1'--0" E U �— 394.4-g" 11' -0 al 9 C 6 . .0-2- .., ....) (n _.4 le_ 2 1 /2" Z O w co a) 9/16" x in Slots I I x co U? F., in in — 0 11 f a) m 51 /2" 0) 00 3/16 1 1/2 ► ? 1 4D Cr 11,1 1 ° m • - -- ° 0 • j Roof Beam ---S; 3/16" i 1 1/2" W ) • 2 4 07 m 0 Start weld 1/4" in from edge to prevent blow through 0 a . of co Co PURLIN CLIP DETAIL o 0) 4 I I C c 1\4 r I 6 O E o A. � 1. 1� O co 0 l7- W Cn d I I I 6 9 U ir I i 6 1 \2" O 0 C 1 \4 pr Z 0 1 i tn 1___ .. Q co O Z 3 DO p I- 9" E- 0 o o st — al l e— 9" O 3 t o 9 " J t of I 0 13 r> » i 3/4" dig x 6" Ig "REDHE �� � � 1 /2 P late x m a+ a rn ^ BASE PLATE "B" BASE PLATE "A" _ = Q " . Tt° u o cv i N__ B ase Plate "B" z a ° • W C9 rn ° o P o i c z M W v m 2 0 Grout to level E-• o rn IL a u_ 1345a oa Gq , ......r,...:...., ,.,_ _ __ , • • � �.�VIIfs� 3 1 /2 "`MtlTip _ / / APPROVED t , '' REVISED emu Dec is van REVISED [ 1 I f r 19' 11 3/4" DATE Aug 15,1995 BY Dan Peaslee 1" SCALE 3/4 " =1' —Q (2) 9/16" Holes at Center line of web. 2 1/2" Gage PROPOSAL 95119 I NUMBER f 9 16" Ho , TYPICAL CROSS SECTION / 3300 Z Purlins or Eove Struts Gage 8" x 2 1/2" x 24' 11 1/2" Long jGKW►►� :4 SHEET MAKE HALF RIGHT AND HALF LEFT c SCALE 3/4" = r---0" 1995 I PURLIN PUNCHING LAYOUT sty 1 of '2 , In TNISIC CIT OF TUKWIu AUG 2 4 1995 PERMIT CENTER