Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B94-0191 - G RADEN AND SONS INC - COOLER
City of Tu1'cwili& (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0191 Type: B -BUILD Category: ACOM Address: 18289 OLYMPIC AV S Location: Parcel #: 788890 -0152 Zoning: C -M Type Const: COOLER Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: WILDER3467J Status: ISSUED Issued: 06/16/1994 Expires: 12/13/1994 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA TENANT G RADEN & SONS INC. 18289 OLYMPIC AV S, TUKWILA, WA 98188 OWNER CORPORATE PROPERTY INVESTO 20206 72ND AVE SOUTH, KENT WA 98032 CONTRACTOR WILDERMAN REFRIGERATION Phone: 206 622 -8055 300 DEXTER AV N, SEATTLE, WA 98109 CONTACT GEORGE EASTON Phone: 206 622 -8055 300 DEXTER AVENUE NORTH, SEATTLE, WA 98109. ******************************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ENLARGE ,WALK -IN COOLER 21'6" X 60' X 17' HIGH. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 38,953.00 Total Permit Fee: 570.45 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 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: Print Name: _QiLt�__�v.�2 Date : c #Y Title: �i�g'd� 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL" Department of CJ ,,munity Development — Permit Cent6r 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 69 Li -0►c1 PROJECT NAME 6 . E. a c t __yi Et �• CONTACTED Le-S-A– , SITE ADDRESS _ _ _ UITE N . INSTRUCTIONS TO STAFF • 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. • 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. • 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. DEPARTME BUILDING - initial review TE 5 -a3 -qy FIRE 0 PLANNING iki6k 0 PUBLIC WORKS 0 OTHER DATE> PROVE c:12 t()14 (ROUTED) FIRE PROTECTION: ,'Sprinklers 0 Detectors (3 N/A FIRE DEPT. LEI IER DATED: (.3 INSPECTOR: �/t-r*j0 INIT:jIffs /O e- � — 4; -� ZONING: BAR/LAND USE CONDITIONS? SEMI REFERENCE FILE NOS.: CONSULTANT: ....... ..:.:.....................:.... Date Sent - OMMEN , :......::.........,.. Date Approved INIT: `./ ( MINIMUM SETBACKS: N- s. .3�a!S /a.4 UTILITY PERMITS REQUIRED? Q Yes PUBLIC WORKS LETTER DATED: INIT: INIT: BUILDING - final review (BUILDING OFFICIAL t0 1 I c Li TYPE OF CONSTRU TION: INIT: �Zn III- -tom 'PK) comer N CERT. OF OCCUPANCY? °Yes S No UBC EDITION (year): REVIEW COMPLETED OWING: $L4) CONTACTED Le-S-A– y� �G. �OWING: I � 1"-�� �{ DATE NOTIFIED 2nd NOTIFICATION BY: (init.) BY: (init.) . 3RD NOTIFICATION 01 BUILD1 PERMIT APPLICATION Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED ,.OUT COM'PLETELY DESCRIPTION AMOUNT' BUILDING •PERMITFEE '.. PLAN CHECK FEE `< BUILDING SURCHARGE ' RCPT # :..DATE OTHER TOTAL: SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ ZIP . ' "'' " .-7 PRO ECT AM /TENANT -� L ASSESSOR ACCOUNT # --- 1 TYPE OF Li New Building Addition Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: / �ir /J/`/6 GC, .? �r-i'� C V,F� , / )( 66X/ 7 �// BUILDING USE'(office, warehouse, etc.) i ttii7i < 24 #x9 ZIP s/ • ....,/, NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? jo No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: I sci WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 14 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Al Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER C6b, � ,ci- P4Q r ,`.�✓ �� %�� PHONE ZIP . ' "'' " .-7 ADDRESS 21621 r .-2 u /,i �' el/79: CONTRACTOR tL' r f,, 4 --ec _A' c PHONE6' c`' ADDRESS -7049 ' eif i4/_12_,___, /1/ � ct- , • iii? EXP. DATE ZIP s/ • ....,/, WA. ST. CON RACTOR'S LIC -NSE # °_ ARCHITECT PHONE ADDRESS IZIP 1;:HEREBY. CERTIF.Y.THAT I. H BE TRUE AND; CORRECT, AN SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT VE REA;D °AND EXAMINED. THIS >AP.PLICATION AND:.K 1 AM AUTHORI ©:TO _ • LY. FOR;THIS ;PERMIT. PRINT NAME g5 XV1 ADDRESS 3 6) C.1t>. e/C QL live CONTACT PERSON w:_ DATE z7} PHONE Cho r CITYrLIPC�C PHONE • AME APPLICATION SUBMITTAL In • rder 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 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 / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 5-Q3c9L DATE APPLICATION EXPIRES �� -Q "5 -cL4 10/22/93 COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS/ADDITIONS . Completed building permit application (one for each structure) •:•• Assessor Account •Number Two .sets (2) of the following: " • •••••:::•• ••••••••••••••••••:::.: :•••••••••:•••• i:Specif 'cations Struct ural calcuiations stamped by,a:WaSitingiOn:ptii*jiocinie0 • [1 Soils report stamped by a Washington:Btate. Iicensed engineer " " • " • • '''' •• " • . . . . Energy:calCitlationS•stsititPed bYa:Washingtert'Sietst•iicenSed::•••:•:••••:••••0::: .• ongineer:or architect „ ' ••••••:":..:•:••••••••••••,:••••:-:.• :•••.•••.• • ••••-•.-- •••••• • • .„. . Legal description . • • • :••••• Working drawings, stamped by a Washington State Iiconsed architect, :Which • .. Site pian • Architectural 'drawings • Structural drawings ••• ' ........................................................................................................................................... •••••••••• ::::••.:,::.".•7••• Elevations • Civil drawings • 7 Landscape plan . . ....Completed Utilityperrnitepplication(One:.fOr..entire: project Six (6) sets. of civil drawings submittal • • . . Completed building permit appiication [-1.:•ASSOSSOr'..:ACCOU6'..!■o ...... •.: • •-••••::•.•:::::. . . .• • • •':•••:..Tvip•(2) sots of plans, which inciude: riBuilding floor plan showing: •• :•••••••,. Spade :Where. racks :„• I:, • • Exit dOora::•H•••••::::: . . • • • ••• . „ . • Dimensions of all aisles •• .• •. •: • Tenant space floor. plan:ahOWin g I rack Storage iayout, aisios : and ..„ exits. . . . . .„ .... . .. ... ••••••• . . . . . NOTE:.:)nclude'dimensionS.'of racks (height, width and andexit ways on • • • • •-• • •-••,• ..... ••-, • • • ••• . •••••••• • .•,•• .•••••••••. ••••••••, .•••••••• ........,............. ....... . . ... . ... ............ . „ ....... ....... StruCtural•CalculatieriS:staiiiPed hy-a:•Washington . . . ".::•.•:••••• RESIDENTIAL 11111.■1101.111•■• • • •• •••:•• • •,•••••• •:••• • . •••• . •• .•:: .. •••• . : . . . . . . • ••. . NEW SINGLE-FAMILY ••DWELLINGS/ADDMONS.,:.,:••••,::::::•'•,:''''':'::::: .... . . • . . ... : . ... . . • .• Completed building permit application:lorte•loreach:Structure):::::::;;:.::•:,,,. 1 1 1 1 Logal description Assessor Account Number ••••• •-•...••••• . . Two sets ,(2) 'of working drawings, which inciude: plan 1 (Gs plan, show • • • Foundation plan . InClude access to . . . ......... . . . ... .. • Floor plan • „ . Building creassection::::•••••••:::•:"•,•••••••,;:'" . . :•:•••:•••••••:::::•:-',":••:••••••••••::::,•:••••• ". • " • •";:. •• • •••••• WashingtOri-State Energy•Code data •• • . „::........:. 'Six (6). sets': of• site plans •shOwing'.utilities NOTE:. Building site plan and utility silo plan may tie coinbinecl.,:See • ...; utility permit application and checklist for specific submittal requirements. Additional topographical and soils information maype.raquired if unique site condition:S..... • . :,:,,::,•••.,,,:-......",..:.::::•:::::::' . "" — " , -... ' —. ... , • •.,• • ":".•::•:•:: . ..::::..::::: — ' :•••:?...::::::::::::::•,:":;•••.:,:..„,:::::::::::"—• „. . . .. . . . ... . . ....„..• : ...,......• , • • REMODELS::::::......... '''':''''''':::•:',...11'....i.::::::::,,:,,,.:i:,:...„::. "."............. RESIDENTIAL • 1 1 [1 Assossor Account [1 Twa (2) sets of working drawings, which incluth • • Sito P cross-soction • • Floor plan Structural framing pians ... and • REROOFS .;:ii.s:,iii.sio(:"Acc9 • • k *•Ak ** * * * ** * * *•kk * * ** .********• k• k• k* *Ahkk*A *k* *Ak* *k* * * *kA* *k*k**k* CITY OF TUKWILA, WA TRAM MIT **kkk *kA** *kA ** ** *** * ***** *** ********** •kk** *,•k***k* * **•k•k **k•kk *k•k TRANSMIT Number: 9400070E Amount: 347.50 06/16/:4 1:1 :36 Permit No: 894=0191 Type: B -BUILD BUILDING PERMIT Parcel No :,.788890 -0152 Site Address :' 18289 OLYMPIC AV S 06/4/9.4 Payment Method: CHECK Notation: WILDERM(N REFRIG Ini ,: .YLE1 *• k***** k* k **k * *kkk * *kA ** ****•k*Ak* *•k * *•k :/ k *k•kk** * *** *k *•k * *k **kk*** Paid Account Code 000/322.100 000/386.904. Description BUILDING •- N0NIU S STATE'BUI:LDING'SURCHARGE .Total• (This. Payinent): Total Fees: Total All Payments: Balance:. 570.45 570.45 .00 343.00 4.50 347.50 GENERA 343.00 GENERA 4.50 GENERA . 6.00 GENERA 24.00 TOTAL 377.50 CHECK 377.50 CHANGE 0.00 2857A000 09 :08 ***********h* k********* **********;4*k**4* *****k*h*A*•k k*h*** * **kA CITY OF TUKWIL.A, WA TRANSMIT **** **********h**k***.***** *. A****4.* * *•****k*A*** **•k•k*******.4*k4* TRANSMIT Number: 94000599 Amount: 222.95 05/23/9M:31/947 Permit No: B94.0191. Type: B -BUILD BUILDING PERMIr Parcel No 788890 -0152 Site Address: 18289 OLYMPIC AV 5 Payment Method: CHECK Notation: WILDERMAN RIFRIG Init: BLB * **** * *A ** tk**k*****. k**** 4******** ****kk***** ***4** *A**** ***** ** Account Code Description 000/345.830 PLAN CHECK - NONRE8 Total (This Payment): Total., Pees: Total All Payments: Balance: 570.45 222.95 347.50 Paid 222.95 222.'95 L» GENERA 222.95 TOTAL 22^ 95 4.4nV• CHECK( 222.95 CHANGE 0.00 2152A000 08:54 CITY OF TUKWILA Address: 18289 OLYMPIC AV S Suite: Tenant: G RADEN & SONS INC. Status: ISSUED Type: B-BUILD Applied: 05/23/1994 Parcel #: 788890-0152 Issued: 06/16/1994 kk**********A******k*.k******k*********k**kk********4**k**k**k*kk*********** Permit Conditions: ' 1. No changes will be mada,to1-iia Wiiile asapproved by the Architect and the Tuk:41,42,6611-dfrig—Di0 2. Electrical permit:1*!allbeo4tainedthrough-Vashington State Divisionbort, and; hdust0'es andajl '64:6rical work will beAfh'ilpeced b,Onixagen'CY(248h600). 3. All mechani6,Wworha11 be under separae fKkoUgh the City *OukwiTiaA —,i, , . .,,, N 4. All permJts, ihspec ion,record,s; and apprevq,d pl'ans shall ,,- - maintained aVellable at the 1,ob41$0,,te prior to',,,the,start of any construct io&. TAesececuentsi'are to be mainealpfd M . available Until final inspection approval is grantee. . 4 5. When/Pectat inspecticiii:is required either the owner,,' archect-or,engineer-shall notify the Tukwila Building , DiviSjonofappointment*of,thi inspection agencies prior to thefIrst building inspection Copies of all special insp'action reportsshallfbe,Submitted!to the Building', ,-—, Division iq a,4timely manner.:. contain address, proJect-name, ,permit'ntimb'etand type* of inspection being , , performed. 6. The ,Special inspecZor,Shalls'obmie afinali signed report z. , statlIng whether the ,,,Or're;4uiring:4e,c161 inspectiop was,', , , , to the best of the inspectors k6owlegge,,in,conformancel,with apprOedplabs and specifications and .the applis,icable work:- r manshi$ provision s of the UBC. ' , ''. .. 7. All structural welding shall be done by. w.A.E34. certified /1::il weldend special inspected (Sec. 306)(a)5 iUBC). 8. Any exOti*ed insulations backing:mater'ial:shallhave a Flame Spread Rating of 25 or less, and Material shall bear : ide4tr.= 9. All constru,c,tion to be done in conformance with approved./ Edition) as amended by the Washington State Buildipg,Cade, fication',0owinghe fire, performanceTting thereof. plans and recipirements of the Uniform Building Code (1,91 Uniform Mechanical Code (1994 'EdItibr)„and Washington State Energy Code (1991 Second 10. Validity of Permit. 'The::11suarige of a—Perliltt-or approval of plans, specifications and .coMpOtationt.:.shall not be con- strued 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. Permit No: B94-0191 • 1, INSPECTION RECORD k,,,. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188.= .89q-019/ PERMIT N0. / ✓. -- -___(206) 431 -3670 •roect /fade r1 S � f�� o n • :cticN Address: Address:/g3 oil ,.. s� Date Calle � : Date r W, " Special Instructions: Date Want UB, p am. .m. Requester: , Phone No.: a zZ ❑ Approved per applicable codes. PS Corrections required prior to approval. IInspector: ❑ $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ... .•,,+:- v...e., •..WL! .A.... hxaAdStway ... .."4.41 ,aeauld. cilt &tett dl'... 1 44116 di;44; INgPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prigct:tGaAti cz 5 5 Titt Type of Inspection: !"/ -1J, l ^ / 1'' " , ► .'9 D 9 C30.-5€ c.,t✓(A.vnrl )3A.3€ fioc.NbiL... IL 6A.20. Date Called: --c Special Instructions: VOA dil ( v c r ' I S oi oi0 Date Wanted: Si— 1 1 t)- am .m. Requester ,e, unl ( PhoneVo: 4 9 a7gOsS ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: r'? �7�c1 r 2�r N A L– . �� CloLu "ri1J.S R�-u �t.� (¢� 3 /tic vZ`I LAG/ 9 C30.-5€ c.,t✓(A.vnrl )3A.3€ fioc.NbiL... IL 6A.20. 4 Co /.1.0-1.4.21136 Ut N I t e) tJ 3 9 1-S en t S.3,4 4G A LAG /A t r / hi 114 �' .s K (P0 0-r Gfd AN/0- , 5) 6k-4 ■ s {'/L.= -�t-lD z /Z"- 044 t, .ED To /3 e" ,..S a..1d I 'b1,E` b A r n i. -WIG' 00-: 4. ..•c),,,,.-- 6 -a r^, ,3,c.A CES A a.-` m 1-SS r iJC / sv OM ° 6 ' - 1) �P vn Smart..- 14 61._ i P AO, �..5 . / /// &A m I n1 (N + GvJ (3 / /NM. N/A) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. IReceipt No.: Date: !..,41vrej,., v " ,v7,7771ro "N.7771"' ""'" ' • • , , City of Tukwila John W. Rants, Mayor Fire Department Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief 1 Permit No. 23y../ery d 6,/v 5o /S O/c c S. YRetain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Sign ture FINALAPP.FRM FA) T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57S-4439 7 ' • ''''' - .. • • ' ' -.--t- "- ' -1 -.1 ' '-- • •-• - ' - '. , , - i- • --' -4_. I._ _ _1_4. -.._4-- , , I ._ _l_t_ .4.i. I ' . 1.__ _ _ P...4, _ _ _ _4_1 . I-- - - --1.-11__LI4M-LS:._ 1 1 1 , L 51 rs- - L , I , , • ; J 1 i I I I I. J - _r_h_l_ - i i ..E; __1.0A-r. 7 - ' L .1__ , 1 , 1._4._- _I ___Ii .t., _ _ ,_ 1 - -.1- - -4- . .i 1 -- a - - ___4__' 1 1 - - _ _.- _ _I I , ' _ _ _._._,--1---,---i---1-----1- - 1 I i . 11•1 , _L___, _ __±._ __ L - --I- , i 1 • , i-- I L - --I 1_1 ; ; 1 __1._ , 1 ; 1 11% -,- z" I - 147. 1 -4 1 1 I I I i _ igia -_,... . L ( ( I I • • ; ; , ! I ! 1 ; i i I A A" I I I L L i . 1 . I • f • •I 6 ,..__L _ I ___1. J . . 1, 4P _ si- i A I I ' , ! • _Li, ; i._ - ; 1 - i ___L_ 1 • ) 1 1 f f i , ' L L et,..._ - - --: i ii I - --;--- - --, L -1 i _ 4 4_1 - - I-'-'' - ; , , -, , , ••-,--- . . I -j--- - - ----- - --- - -,- --I -i----,----t--- , ; I --f--- - -+----.-- - ; ; ; ; : ; 1 - -i- ; __L _i 2 t-- - - --- 1 : i-- ! IIIII , . ' rt I _ 1- --L-4-4---; --I 1 _L___. . ..)___.: • • ' ' 1 4--1--i--t------ - - -- i 1 1 _a_ _ ._.I....1__L_ _ '----- - - I 174_ , . ; t , . ., r . r - - 17 -I- - - - ---- • - 1 - , : ■ 1 i __I__ I._ 4,- . ../--4--f - 1 I I I ' . A ' • ' ' .i. , A, : _.1.____.._....__-__ _ • ; 1 __I . .1--i- i• , . --- - ; , . -------:-- - --4-1 , ,- -------1---\/-1--- e a * :r :TT - ----- - - -.1.--1- ; . 4 I I-. ,. .. : : . 4 ----- • - _ ' _ _ _. _ ..,;.-..._.. . , . , • -1-- - CONSULTING ENGINEERSAND ASSOCIATES - . -, f 1; f " -, , ; ; ; I ; , , , i ; ; , ; , ; . I t . _. SUITE 100 : , : _, , _1 , 1.. ; . .1 (503)246-1250 ,, I. ; .; , , ; .; , ; ; • '.. .•1 CA 9_-) kt ' tvifil:, . PORTLAND. OR 97219 ; ; FAX 246-1395 • . , 1 t ... ; .; ,.. .; ,. ;... _ I/5; . . : ., ..7: ..3.11!.1.17_.. .. . ... :. : - wall shear longitudinal wall seismic controlling loading wall shear transverse wall shear connection base of wall miller gardner wilderman refridgeration beer cooler - ..- - •;,. ••• .-- --; ' • • • h' • ' • • • ' .' • '• s•• '4, ..1•.' .7. r 1- ,- -, . t--- --Y.. -1-- ---------7-- I--; ------ - - -------- ----1--,H - - -----;--I-!---;--- TI E • .. . . ; „ , . . rtl--t -11-- 1_._ --- -L-1-- - -- E_-"- --- - ---- --- - —r .._ 1 11-1' .. - (-'' -7-1--f-1•74-1-1---1-- i--- -f----•■--j -- - • ---1--,- -t-, - - _....._ ._ . . i -...- _, 1- . _ • 1 -1-- -4-----i--1-1-1--1-"t1-1-- -.1- ---t.-- --. . --t-----,"--t.---- 1 ---1 --i----'-• ,----t--1-4- -'-l• { -t- t---t--4,---[-i------t-- -F- t--1--'. ;--------t--1--I-2_1-- 4......4 . _.f.__ A A _i__ __A 77_ .....,....__i._f__4__f_,__,.__if -...._ 2. ry- f......_ . _It_i__ . Ic---_.i.,..yi...._:-..,..__;:_;__ .....;.P!.?:. t.. 1 _ 6.5 f$_,1, _L. t -'-1--1,-1-1-4-. I--L----T----V- 4-.1 -t--6,--;_- ..z....i_..584....t.6-__Is__'_ _1._.1__L_ _.....,._ -_1_4_... _ - tA • Ma 1.1_ S. __Criq. ___ - • , 4_,__ _ -t--1-- - - i , ,__i _4 ;__t i___,._. i..._ t_....1_.i __ _...__t -1-_- ' . n • ___ _. 1 : --4--r-.--`---.4-1--t- ., 4 4 ■ 4..--t ,o_z.i ._ ..1;....i_....1, ...1_ L. i ..a.... s)._ , Jo , ! , i . E.., - . [ , L , 1 - ' 1 -1-H- --1-i"-H-- -4--'.--:,--4----.- ---4.--1--;--1,-/-- r .' i i m • -34.1V __4_,.___I__Ht -t-- , --, -1 I ' :I- ! ! 1 'rt.; --- t r.. A ,..„.„1 r5,_,,v,z/i5 -;-+-iit( 7.4 •,.5j I 1 6,2. lig, , a --1-L---7----1-i--t---i--.------65'D 1 1 I a CI ' li . , t..., . b:1----- 4. i • Ell lain • i • -1!--1---1-1,--,--.t-.; I -t, L I . -t ; , , t 1 , , , , • : I- ,,,,_._: i , 4_1_1 1 , . , i- : ; r- , • ,,, . , ,__ ' t---1 , - l ' ' i___1_, __Li+ 1 I 1 -h, , , r- , 01 , ime.i.J.F.-1 h ,.._± -, , , it.f3's) 1 r. " , , . _, , ; II. S I t---r --t-t-, . . Li 1 ' : ! • 9 1 il m _t____,,_ i_4 , . 1 , , , , -,,-i , ,,.. L,3,,, ,, , , , ,_____,- __1_ , . . . .1_ .. . . . . .. ...I. . N sol • ... • us,- 1 (-._)Air , . ._, 4. _._ • 4 8 x5_4,'" ...?,E.V-,_÷ M..._S,! 4,__MAW k. , 1 ! • r ! 4_ U41, rr.._t_scii:C"--" = - Iv Iv G. _.___,__ • , , -I-- • ' . 14- U`,0,_.__L• pt.,_.1.0fra . I : , tAi 8 Y,_1_671-1. 1 I I ,,fra, & •NIX. • • • ! i f IIN• 1 ! 1 L.....,..ri • , 1 , I , . . ; 1 ' . 1 , 1 I , i i , . . .-4 J 1 4_ 1 ; 1 1- -{ 1--• • rild _I f I l I 1 , ; 1 ' • 1 JI. L,___ 4 , !---- ,p,,,i45......21.1...mt„..s., , i i . 1 , • : , . . . . . , H ! i L MUM , 4_±. ..c,..t. t- • t 3- 111 • --,-1 ' 1 -4 1-- H • i 4 , :--i--1-i- . , • • : 4 5gAsu _i_t_ ._,_,___I . „___,.. :- lb'. •--- '_45.4 f,$_e.; . , ' 1 1..... ; ------1- --.-- ...t...4 : ' ----. l__., 1 i ■ .........'.4 i ! 1 "". . ■ . .4 ."". ."1".""' , __I_A-4-t7E.ArPOsi ,.__., , . . . • ! r !_f 1 . . • f---i- • , --1--- --i--4 - 94 Lc_ • ii-1=. :-.:. p 7., . (S t ....i... • ' ' ' ; , i ' l' _.3-; 'el o' " -1- i)kt) r•=1:. .) '14 .! Lt.4,3., _N..4.410_,...S...,r.Ei._ .1.- '''Ii' • __ .... ,---;-•-' • 4 • i '1',II•1.1 1 ; ' • 1 ' ' ' • . ! , ..r7 4 L ' ' j C t•KJ:i.• 1. 0:6; IL.. t .M 6 I 13 E.,40 A • '1. A ..1i>. ; ' i ; • • ; ■ ' ; ; ; I • ; : ; ; --- t-- -_-L -_-__- L--_-__4,, ---1 7 __III -_- _ 1 ri ; 1- I ; •I _•• _ •_ •• . - ••'• •• _•-••-;_r-- - - -i4 , , ,•, ,.. , _ _ .- . - ..—.-7 ..44: r ...--..'-_•-41',i_.••-_---.i,,-- - 1,, -__-,; -__.! ;, L; ____,• _ .._.' iI r;'• - ',7.'..• , , , , : ._.__4:,; ___2__4,; 4 __1' "., _ 11I. _i 1U •_j_01..• _C...t_.7...f1 :. —_ ..1i f __Sc._1 1 __3__ 4..Q_ ._01 __) _9 .:' . ( . _. 1 \ A. _ ._A ; :1• . _' 15___L'.--_4 ._ . .:• Z S..._.i...4i,. n_..-Y.._N,. _.__0_iI:. _'_-...'-•_._.,:.,.. ,1 • __. _2__... __.P__.,.1.__..1., -_ .: ,, i; _ -- - •,•r . --_.-._P,iL i,1 _•- -.• r : 1 ___ - - - : --_ti_ ;;r,• ' r r' r .fr• ... . r. • r • - --_l: ', . - ; - F -I '..1...SI .; 1. ' • -r-- ; -1.- +:---1---t- Ht; -1-- ---.----,----- i 1 l_-_:_r___1__-- .---;-----1---4 - ----, ':• ---- r,----1 T r-• ---1:- , - - ••'"_..iLI_*-•-_••J4• .-_..--_L--_--_-4L;; , • • Tr•••.; ••• •• . ••-4-1-- —7--1 7 !. I .- 1-7 - 7— i -11 . 1 r -i 7- 1 ' --I, ,,-- ; pi- - r- 1,--1_ -----, ----;--I---- ; ! ; . --t-- .•-i---1- , --1-1-1- , -t-e--±---t----,--t--- _.,.._ ____I__i_r__l_4_ .-_,_ ; _i_ r 1 ' —_,_,____._zi.._„ ..__111.A:s , • ' • ! i ,_ , f ! 1 'Z ! — . 4,1>,•_ 1 el t ' _____,.Acl.v.icti_ H : ; T , _ 1.__4_ ..._,_ .. _ ,_ _i__, .1•; ___I ....tt..11,_77.„1:77._..0.).,„...,.t._61_,_. 4ht___}...24._______.4_._.....TH...._L___.........z.i.:433,t_t_i_2_8_,_..iitti_;.,,i_....:_i__,...i_....._;__!, __4._. .i-- - .1_1_1_ I-- 1 I ; 1 I ---:-- .--- j I • • • : ! I,. • • 1 1 ; : i ' 4- I 1 ; ' Li. i , . ■,.....4_,_ -r 6_16s_ F ›..-qiBi.it,i3 i- I- ,,I , _.; :a-e-iarmovtic2,4_,P-14:-.t.c.92;ap.s.: -=',1111-560,-m) - 563,si ; 1 1__ • , t.:-.„-: 1 111 • • 1 " " ; 'L1 ' , i 77-1- ' -- --7- 1 : ; i i- ,:! Lf:;___:,?:-.<m_ ! I 1 _t.,._.&_ 1--1--1,-' • -,.: ,-- L.5132.0A,:_a i' 'LI ! f----t l' V2_-. :--- 4_S_Do i ' L -1-, - 1 --I ..• ! 1 Ir_i 1 • • • I-. --..--i ,411-',N) ; ,__._.j.),__.! - t - 7 r ' lr._L__.___i __ , 1 tv__,,_ ii t . 1 1_17- , 1----1—ds.Jyi'i,-.) , L ____, 0 road 10.. di 1 1 i ; 1 6,--t-.1 1-7 • f.. . 1 ..._, . , , ; , ' 1-1 1 ,--1.--1- : r-; • , 1 , r.,s':: t_ , z,;,_: _____. 1 • i , I 1_., ; ; . 1 „It' .6....._!= , , . eto6 ' ' • -4-4 2- '--1-1 1 ' i ' ' : • : ; , ', i. , --r. .,_.,_i• . , r ; ' •• _i__i_ • • 1 PI.K.O.:1=SSO P 1; N Pi..1;*..11.7 _.J__ ..11". IIRE : i i , i i 1 • •C?.=;.:S...S 1 ! 1 ; . , : , , : kAL) 9 i. , ■ 1 1 i i_ • 4_..ji i ■ I ' , $ 5 r■•■• ; B ) ! ,--,_•_.:_t_t -4r- 3 t_II.A._ _ __. I I —4 -4— I I ' 1 ...11 , --i.1 .j .(..0-9.:43.!_l_i - • --1 , , --f- .- - E-7-1-1- -- I --!--r-i 1_ --i- 7 i f --i. ---- --------,-=-, --,-- ;4/ r••••-t-,- , r,ik...:.---F--r-r---- , 1 -- 4 ' : • 7_ -11_ • _____ ts.L.! , • • _4i___:_,______., _..c... __I , -_1 i_r____ . r 1 1._ ' , _44-.3._ I- , _L5 - --- --1-- • f • 1:-. -24- 000 , . ; 1 ..il_ir.s_i_ ---t-1-; • , ' i 1 t-bm.414 - -- . r . gz. 2.. Asitivrioro -r-- -, ---- --- -- ---- t.---.--- -7'1-1-- "--1,;41C■X10 i " . i , .1AI Inc. 4 ctocollig - f --; iller-Gardner ir, • , . . , • . : _ ,_4__. . L. • .1._L.L.4_____r_l_l_l_[___1_i_._ • • ' ; 1 ; Ag:FJ2•: --••• ; ; ''•••4 '• • .1 • • • ••• • et c) . .• SUITE 1.00 • " (503) 246t1250 • 'm.F. • PORTLAND, OR 97219 • , FAX 246.1395 • • 143 . • Y o�L- 4 l o c� ' i _ ..... _..__._.. ' 1L�..L q�Ct�J_:_.,. _:. L� 2� L 1 ; �'- In.:Lfw _i_ i_ ....___.__.._-- - - -.__ .._.__ �__ g_._._.- _. -- �'S� r— 1 • ' 22•5-1A-) � i2.S(tin+"�-� .adIj ;�- - -1i� 4.I; ' 9' 1- ?t l Y I i ! L a iz)- 0.4a- _ I ' L • _„- -.._���,_. - 'j • 1 ' i '� - i . —'�..� i t ' . I I I I i 1 L_I 4- +- r- I '- - "_:_a:C.._�r,,ti l._ 13 -,1.6: _:! LIA,. i. P<; ;� LL : 44i Lr1 1 i i i- 1 i- ! i1-j---1 1 1 • �- r4.v,,_ t � 1 L� _' i. ; ■ ! + 4 — -i_L -1 } -_}-1 I i} ■ Elf I I 1 l I I 11 i l `' 1 1 t -9 ! L ; i ' J - L} , 1 i i_ i 1_ ; ••• i I i f I t _,_ ' "t l.._-1, �1 i , t 1 I ; , i r H ,. , + ) ; , • - -f -- ••_,_ I_ _�.:.__ ..j ]_ r I l f_.. i aI �-1 — _ ti _ i i —r r I j) i— 4- 1 • i 1 ^. ! i- L i__1 ' • L 1-- ' i — • ■■ ■■ ! ■ ■� ■� ■ ■ i I i 1 L 1 -,-' 1__1 -1 't" ! i 1✓ L L ' 1 1 ' , 1 1- ■ } i , ; + -in_ cad. -1. -{ -1 -1- al L-6 L-A I� '3> 1 : I 4YJ'L:. _3, ,iLa- l6• (L ` 2 �- / ■/ l .,._i I �rti� / ■ �� ■■ 1 t t 1 '' _.L_. 1 11 L 1 .j_ri� ' ■■t■■■ ' ' ■■ ■ ■/ L L I ' i 1 ; - f��� 1JS �s 1 z Z4 �i ; ! SP_A • " L f- ! ■ ■_a■■ ■■■ 1 • .5� , _I- asill ■// hiul/ ■� _d 1 I i f ■ Z i ti 1 1! ! L _[....1 ' j i I .--_i i._i i_ L i. , Lam_' . � y ■ 1�1 Il ■1 /■ 1 1 I -LI._ i � 2 I i a- L_t_ .• ; 1- ' .__i r : 'f—.1, L.I IC 1 I L ��� ..._, . --j.---t--; i L..+ L I I 1 ; 1 _' -‘11— (1.3.5) ` LJ5�4AI -; + -1 _1_-1- lifil_K : 1 4-.. t l I ' ! .(3,125-7- ; i --F - 1 �I 1 L' i � _ �� • 33 (1• 9 x11.24) -' V24 _ - Fo" L. , +-7-1-- L- I ■ I , . 1-- ` ' ' ` ' 1` ' ` ' ' ; ; '' ' -4 `- _2.45 , M ' , F ,;_ , F.0• = 1.54 9_._L...._:._.. ;.-..7, 41! 6L, .�9_ 2 ;,1.Go1 -•__ . -F,,-"- _.._ _ :F 0 _ _ L f -Y_1 f + , . i,h --'- -'= -'-'-• , � • Y o�L- 4 l o c� ' i _ ..... _..__._.. ' 1L�..L q�Ct�J_:_.,. _:. L� 2� L 1 ; �'- In.:Lfw _i_ i_ ....___.__.._-- - - -.__ .._.__ �__ g_._._.- _. -- �'S� r— 1 • ' 22•5-1A-) � i2.S(tin+"�-� .adIj ;�- - -1i� 4.I; ' 9' 1- ?t l Y I i ! L a iz)- 0.4a- _ I ' L • _„- -.._���,_. - 'j • 1 ' i '� - i . —'�..� i t ' . I I I I i 1 L_I _ _' i. ; ! + + 1 1�� I I I 1 l I I 11 i l `' 1 1 t -9 ! ; i I i f I t _,_ ' ! --- i 1 L r ! i i 1 ! ! l l .,._i I I 1 1 t t 1 '' _.L_. 1 11 L L ; . .j_ri� ' ■■t■■■ ■■ ■ ■/ L L I ' i 1 ; i - ; ! L f- ! - -- CONSULTING ENGINEERS AND ASSOCIATES - :._ ._.9570S.W.BARBURBLVD. -- ... -- -•— - - - -_.� :_._,._...._._. $UI7E 100 -_ _, _,(503) 246.1250 PORTLAND, OR 97219 _ FAX 246; 1395 GaL- L jTU WIL V.1 ' _ &AFL L MFG N;S • 1 . _ ii-.. . __._ . , .... 7.t ..--•-_,....#.........._ _,__L_.____......,..._..____.,......4__,.._4__i___ - ...,-* ..., 1- .. o-..- i. . t ...4...4-.4.....4..- t-L .4........-.I-J. fl_. t ,...,_. I 1....1...-_.:-.19.5!_t_____3Stt?Lt_L ,..„_.......1._._:_f_'-_,.._f_f__f_.f.._f • 4- ; _.1_4___I..._i____;_t_._ q-lin)L.__i_CEIC_ irOCV.;_.1_ i _ ,;. 1 ,H./. .t.....■-*1--■±L.,..4; .... ' ; •■-■ t ..._ -- . . -.1--...i--i-;-i- 4 ,....J. •L #___. , I 1. I_ ; ' I -i - - _-- .1.. ' I NEM • i • i 11 oil 1 .... ;_f I_ L.t_ I. I,--I I I # • ) 1 - - f -- t----,-- --i--IL i . L. - -,9-6,G-- t 1 II f---f , : ri . , i__, • , . • .. gum 1 I , , 1 i-d.:t,,.1-- . • V. 11.53 L 1 , , : , , 1 , , , , • lu , ip • rilikimbillilAPEII no411111-aprnao .. &73 tz. .. li iiesi _Iris MIII .. ma . d• , , , , „....... „ . . . sp._:_i__:a-rAlt.. ..,.... dairy uno , . , , MS api , • -r-H i 1 I rim No Mil 1 II MMus 1 Illill ma • •III i i 1 somarmummum I I MM. L 1 i 1 1 1 - • - IIES e- !BEM! 1111111MINIMINNII , . 4,,,!..4__! i •10111111 i I 1 , , 1 I `71” MUNN • . + ' . . , , usE- 4 - %.17--4,-E-i-4-9M?----(--° : : • F 1 a . (.. ps ifflimmumm. MUMS Mill . i . 1 . e,-F_ .,.___kizti.c.. ., , 1111 EMI IBM , al 1 1 1 1 I I I L .......,..4..L.L.2. ! I • ■ , : 1 • -; 1 4-1 1 1 ! : 1--- ' ' I- -t ). it- 1- ■ -."--."'"- ---!---1.---,-----------1--H----L-L- -- -- --I- : -4---L ;____1 • , -----.-- . . --4--t- L. t_.... 1- t __L. _t, , f . : --t• ,... • . -I- : , . . L , ,- -i 1 t . ; • t ; • S,.r9t9:1? r r.,. f ••*1 .:ALS ---.-- ; --I .4- .i... i , . ---, -,..........-----0.i-l--,.--,--■---1-..i---.:- --1.-I---. - --.t.-4--:-.1---t.- - .- I---.1.--r- t- I- ..., f- -t L . . r :7 I; •• ,,I:, - ; • ' : . . ' , 1 r— 1 ..., i...“......,........t............ 4 --- ----i- I I _..,._ _ - ..L...r,.. ..V.,■.r.•i*i■..k.....H,..■.. ..T.L. i ..t...1:....17...,..*............4.•..,......*.....4......:4...i....4.....,......L ' a rH ..... ir r......,...i r•....!,....1............ . i 4 --... i 1 !----7 - t_ .,_ ; L__.• I -''' , , -- '_f___; ' LL_L. ' • ! ! 1 t ' ' t 1 ' ; i : i- I I L . ' 1 : . I ...1 L_ __■...1 i- ' " ' L ,__i__. i -I -, , L t. -, - E i 1- . , , t , , , , , , • ' ' _ . • :; _ _1. -4- i r- .f' ...—..__L1 ., I I ; ; • i I I I ..I I . _2” '. _i. ! __ • ; ' _..... ' • ' : : _ I . ; I .}ft' ■ _ ; . . . . • - ' :; 1 . - -.-.- •. _ i__lL! - _ .-4.t• ; , ! _ . ' . —' I It3'_ ---t - ! " -.±-4---' . 1" 1 1 L _ i ;_. „i ; ' I1 1 .41 • -- -, i __; _ __ , __L _ , . i4 i . , i . . i L ' I-- ' ■ I- -4----,-4.. ' ' L- 4- • 1 1 I . • ' , i.- , , , , t t-- . LI , i : ,---r- ----1 - . . . I . , i.r. _•1_2 L. I 1 4,.. t^ I ---.- • j , 1 1 ; , : 1 I i ■ . I . 1 I tI i 11 i Ma , . r -1-- , • 111111 1 , 4. I I I ' I 1 1 ■ „ , • , •, i-- , . RS 111 , . . 1 1111111111111111111111111 •u NMI ..1r1 ill 1 II 1 • , ; 1 IIII • • am am MIN r 1 INN 1 III — nu III 1 Immil 1 ••• 1 4 , , , • munalmailis 1 ! 1 i I , i , Ills • i , , , 1 , , , 4_ ow 1 , ; , 1 r.,___ 1 I . , m l. ...1 , Lii. . :1 ■ I . , , i i i i 1 •• . ! i---1 , . 1 .i , ' _I ' • . , L. ,_ . .. _ _ _ ..._._ _ ..i._[..._L_L___ .,.. inc.- -----Miiiei-dardneri At -,--• . ,- tx.$ ------CONSULTING ENGINEERS AND ASSOCIATES— . r--; • • I Nil I , ---9570 S.W BARBUR • SUITE1.00„ • ' (503) 246t1250 • • t 1 2 -6-?]:(Al: tAPC7,, PORTLAND, OR-97219 FAX 246.1395 • 1 : . • . • . . • • • • • • ' -05 11 • '5/5 City ®T Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor June 2, 1994 Fire Department Review Control #B94 -0191 (510) Re: G. Raden & Sons, Inc. - 18289 Olympic Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)Y Exit doors 'shall be openable from the inside without the use df a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 2. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide.' (NFPA 13 -4- 4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department ' review and approval of drawings prior to installation City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file nod MAY 23 '94 11:12 WILDERMAN REFRIGERATION COMPANY 2062922966 TO: 2064313665 P01 ..r. ,......, h..,.. -- - . , ..,,...,.,..,.H,.., .. • ....._. .,...L.... _.,.. ....„.- DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON 18 REGISTERED AS PROVIDED SY LAW AS A • ST- C C i t e ' • SP EG{Ut T • , . �a ' p I$111ATION.IMIA A .. r1 . PAM ..a FE0I'v 'oAT= 'br.LDlAMAN Rtf4I ENATION' I:b° 300. DEATEA "AYE N SEATTLE WA 93109 STATE OF WASHINGTON CITY OFETUKWILA MAY 2 3 1994 PERMIT CENTER K.� n ac cu 4 0 191 15/16 c P •• • - 3/4' PLYWOOD BACKING AT INTERIOR FOR POST ANCHORING TYPICAL AT 4 LOCATIONS 191 15/16 C P C P C P C P I N 29 3/4 Zr Nr- 00 N SPL 3 5/8 47 47 SPL 47 47 ( 5 ® q I C) 11 3/4 3 5/8 47 47 47 47 SPL SPL 164 3/4 C2� 65' --6" (786) 164 3/4 CHOLER 200 1/2 °LOWER WALL PANELS 47' UPPER WALL PANELS 10 13/16" UPPER WALL. PANELS 2 1/16' CAMLOCK CONNECTOR 189 3/16 SPL 47 47 47 47 SPL. 3 5/8 ) @) Q r, N 42 3/4 LL 38 "� 37 189 3/16 47 47 3Y i�!>>jl I'III�i (ii�Iji I�III�I+I�IIl�lll�l�ljl 4L !(4_II4E11 0 t TNSiNCN 1 2 F /3 SPL J �44 47 47 3 5/8 11 3/4 SPL 16'- -0" (192) TYPICAL AT FOUR WALL SECTIONS b. -.'. ..IiiiIIII ti. r� F .ri, *. ., 5�.' 2;[. ,,,,, Mil �� . N :: •�r: f ^�', .+.. . F . r -_v ^ +- .III III( 11,i p dip ,1�I� ilo iI ir�4�1,,f11. II "III 4 5 6 7 6 9 '' 4 NOTE: If the microfilmed document is less clear than this notice, it is duo to the quality of the original document. 0c 6Z 86 LZ 9Z QZ 47Z 'CZ ZZ 17 QZ 61 81 IIIIIIilllll!! II! !I!Iii!!IlIIIIi!il�llll�IIIIIlI ill!! illllllli !Illi�,!L{lLiill!11�1i!!�!�I! !U�il.Ili!I1111i;II!(�j ! ILING PANELS WALL DANIELS NOTE SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY IS SQUIRED FOR THE FOiLLOWNG. ( +) Oeiti y THESE INSPECTIONS SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION . 306 P !OR TO THE FINAL BUILDING INSPECTION. SPFCIF ICATI`N 3 1/2 WOOD FRAME URETHANE COOLER REMODEL BOX FINISH: STUCCO GALV, 2 -- 3 1/8' x 13 1/2 x 21'- -5•' GLU --LAM TIMBER CEILING SUPPORT BEAMS AT EXTERIOR (24F — V4) 4 — BEAM SPREADERS AT 48' LONG 22 — GALV CEILING SUPPORT STRAPS 26GA, GALV 8' x 24' FLAT 6 — 4' x 4” x 1/4' x 16'— 8 1/2' INTERIOR WALL SUPPORT COLUMNS 64 -- LIN FT OF 2" x 2' CEILING ANGLE 26GA AT 120" LONG 64 — LIN FT OF 1 1/2" x 1 1/2" FLOOR TIE --DOWN ANGLE 16GA, AT 120" LONG FILE COpy f understand that Iberian Check approvals ore s!Jhjt'Ctto errors omiiSs tandapnrolsalof otzins does not olgthetriee the VOSOfion C;f any i,dopted code or 4'ntertarice. Receipt of con - tractor's copy of sprometlipta wlr:c;;et.1 v By Date �� UUPexFnit No. , RECEIVED CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER URGENT UNITS WILL NOT SE MANUFACTURED UNTIL THE::,E SHOP DRAW $ ARE APPROVED SEND ONE SIGNED SET OF SWOP DWG'S. TO IPAPSAIAL, MF C). CO.,, NBC -.W. ..'rr1nNR,lZsR9MM 11 `.MYY9r'i `.� OF INSTALLATION SITES SHALL BE TRUE AND LEVEL. 3 /t6" OR ADGiTIQNAL COSTS >;ILI. BE INCURRED. IN ORDER TO PREVENT SWEAT ON THE EXTERIOR SURFACES OF THESE REFRIGERATORS THERE MAST BE A MINIMUM CLEARANCE OF 2" BETWEEN TAE WALLS, SWEAT MAY OCt:!JR EVEN WITii THE REQUIRED CLEARANCE WHERE HIGH HUMIDITY CONDITIONS EXIST FOR THESE CONDITIONS Ot 0. Or F.RC ; V- T L ' 2271 N.C. 19.4TH AVE. PORTLAND, OR. 97230 PHONE: (503) 665 -5539 FAX (503) 665-2929 !!! IIII1II1IIIIIIII i11IIII11I1 {II 10 I 11 hoDeNrowav 12' • Lt 91 St fit et Zt R Q(, 6 8 L; 9 s E: Z 1 Vi" 0 1 ( I ! rl I 1 I ! { dJ4t!tjJjJLjj!jjjj),II { ! ! i i I t� ► �I I II I �!!�..!!!�I;I���.�!, !ii ,irli�l!i,3!li��!it! I! !Ili!. ,�11�!f , ��. �i, �11�! i�i►! 11. 1!!.,.!, li !!! ►.i!�I.ii! {!!i „!I!�.i.!I!! ! !I,!I!!!!I c•:.;r• >.,.:..,;.:q...rr .f+:rzrs.,rx,+r�..4.- ,m.,.K ;«; Arses, x,: v�u..r,;s-- ijrv..!.:r,Y- .c.a�;+ ': n'�., :'yc`;.:;+�o. . _ tfiv _ 600# TYPICAL A 4 LOCATIONS [7-6161f1 UNIT ��— _1_ t Il 11 L 1- -- - - - E' __"1- 1 I L – -- – -- - ---- -- –_ -- – .– �j {vim f c3 ipitir2 III (4) firC;ii gife7.3 111 - •1t 0 III o) !II 2 I. -I& 417 111 `. I 111 / III 0-0 111 1111 \ / 111 III 1il' � �a'!� III 0.0 ,;� 6!';'i) III \ ��.�. �• / / \ III __...i Cg73:) -J Wyk {III _ f tom•?'' �z�fr�`.�a; N�`4 3 RAILS AS SHOWN, FULL HEIGHT EXISTING OPENING FOR SLIDING DOOR � 11/ 11111IIIIl1Ji1111111111II 1'''1111 0 18 THS INCH 1 2 "� .: .1:• __. ..:..: .. ✓-, . r:�,,.ey../y f rr ...} io. 1�111{illo tJl-�1i11lli.r#4 !Mill it1III!, 'i' : 'i'.�I I II (�l�ill�( Illy . f �i�jl� 211;1 11�1�1lI�I�I�I�111�I�I�III�I�I�IIIjI�l�11 9 4 10 11 r ING "Ni, 12 • r ELEVATION cU l- oJ (\J q V/ECEIV D CITY OF TUKWILA MAY 2 3 1994 PERMIT CENTER CITY OF TUKWil_A APPROVED JLJfit 1 t3 199 j s NOiLU Bk.k.01M.1 D Vl.`3`f URGENT UNITS WILL NOT SSE MANUFACTURED UNTIL THESE SHOP DRAWINGS ARE APPROVED SEND ONt= .dit3w[[D SET OF SHOP DWG'S. TO glitI' RIAL MFG. co, e u . . • ••,.......1.04.0111.1.50,..I. aK.a�!_w+�.a�a^N'e+w MAY i a X914 DO NOT SCALE THIS DRAWING NOTE: FLOORS OF :MSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/16" OR ADDITIONAL COSTS WILL RE INCURRED. NOTE: IN ORDER TO PREVENT SWEAT ON TIE. EXTERIOR SURFACES OF THESE REFRIGERATORS THERE MUST BE A MINIMUM CLEARANCE OF 2" BETWEEN THE WALLS, SWEAT MAY OCCUR EVEN WITH THE REQUIRED CLEARANCE WHERE HIGH HUMIDITY CONDITIONS EXIST FOR THESE CONDITIONS SOME METHOD OF FORCED VEHTILLATION MUST BE USED. 2271 N.E. 194TH AVE. PORTLAND, OR. 97230 PHONE: (503) 665-5539 FAX: (503) 665-2929 SCALE1 /4" =1 "-"0" REVISIONS • SOLD TO: JOB SITE: WIL.BERMAN REF, SEATTLE WA BEER COOLER TUKWILA WA CU$ OMER APPROVAL SIGNATURE BY BOX 1 J08 #:. 8614 OF 1 DATE 3:- .b-.. ?n DATE a.' �. SHY 2 OR 3 DPW* 94 -154 . ... x+�.....c_* - .... -. •r.s. it +..w.�fv /: ;i1lnv,:.r_./•r�w.+.+Hrry e....:+. vr•..- +�rr.er iv.-Mi »vr.aaay.+sry✓r -F. 7_-s j3 4 5 7_.. ___ NOTE: IF the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. oe 6Z se GIZ 9IZ se 'Z f £L ZZ LZ (7? 61 RI GI 91 GI 'hl Cl ZI It 01, 6j 8 L qiiIIIIiidl:1111111111i1111111111111111h1111111111111111111 9c 4i E Z I WW 0 1111111II1I11111I11111111� !111'111111111i!itl�lill�l 111111llli 1,141161] 1111111I�R111;! ' J 4I 1401112111,1,{11111 MI11111ill!. 4411 l;I IIII {II 1 ?(ll�llll� I11I111 ilIIIIIHI1111411 11i!lli1l1111111 iifli • CONDENSING UNITS (2) EA, SET ON MIN, C5 x 6,7# CHANNEL LAYED FLAT W/ (2) 3/8' x 7' LAG BOLTS A EA, END OF CHANNEL N,I,C, CEILING PANEL WALL PANEL 30'44, 37'' 134' 150# COILS AT INTERIOR (6) SUPPORT RODS EA, W/ MIN, 2' DIA, WASHERS AT EXTERIOR OF PANELS ANGLE TIE DOWN AT EACH SIDE OF DOOR, ALUM 2' x 2" x 4" LUNG W/ 2 #14 PHSMS AT WALL AND 3/8' CONCRETE ANCHOR AT FLR 4' IMBEDMENT MIN, 192' 3 -1 /I3' x 13 112'x 21' -5' GLU LAM REAM ANGLE 3' x 3" x 1/4' BOTH SIDES OF G.L. 2 — #14 P,H,S,M,S, (STAGGERED) AT EA SIDE SHOP WELD & PAINT 3/8' x 7' LAG BOLTS TYP. e 2 BEAM SPREADER DETAIL ANCHOR TO BEAM W/ (2> — # 14 x 1 1/2 ' ANCHOR TO PANEL FRAME W/- (2) _ #_14_ X 1 1 /2_s 1 . 3/41_'0 CONDUIT STRUT O /C/ BOTH SIDES OF ALL BEAMS (48' LONG) CEILING PANELS CEILING PANELS BEAM BRACE DETAIL CEILING PANELS r CEILING PANELS 150# :; _ 134" 1 l 150# J L9 /ti° r to 0 1 TS 4' x 4" x 1/4' x 16'--8 1/2' COLUMN AT INTERIOR. (TYP AT 6) W/ C5 x 6,7# x 24' LONG CHANNEL GIRT AT 14,0YeAFF TO C /L. 192 GALV. STEEL STRAPS to 23 1/2' O /C, BEND OVER BEAM AS SHOWN 3 -- 'SIMPSON' N10 STRUCTURAL NAILS 3 — 16c1 GALV NAILS CEILING PANELS BEAM SECTION DETAIL WALL PNL 1 1/2' X 1 1/2' X 16 GA. ANCHOR ANGLES f.i4 FLOOR W/ 1/4'1 DRIVE PINS 24' O.C. & @ WALLS CAS SHOWN) W/ #14 X 1 1/2' P,H.S,M;S. P 24' 0.C, FLOOR TIE - -DOWN ANGLE 134 —1 B E A \ D___C [I L.IJ MC D L A N CEILING PNL 2' X 2" X 26 GA. CONT, W/ #8 X 3/4' P,H,S,M,S. 12' O.C. TYP, EA, LEG & 5 #8 @ SPLICES, LAP 6' MIN. CEILING ANGLE '=7.l '.'` ,,, v; .a,, • u,.r .Y,,,t 1y,.= sib' ,., y -,f 1 11 4 1144116 11' •: II IIIIIIIIIIIII1lij11ililllllllllililllllilllil ff�i lllllll. ;. i1'f r ill tpill I11Iill _:�11I 111I 1III1lr.1 ii 1' 1�11ii aJ� ill 16 7K5 INCH 1 I i ^r3 4 _ 5 6 7 1 NOtE: ii: the microfilmed document is .leas clear than this notice, it is due to the quality of the eriglnal document. 0 "15,4, ail- t'r ✓r" r'� -!:: 1 2 1 441111111 F CEILING PANELS TIP m 3/1 BIM. pi>-- 1/2" x 6' x 8" STEEL TOP PLATE 4 - 3/8' x 2' LAG BOLTS C5' x 6.7# x 24" �✓ LONG STEEL GIRT 4 -- 3/8' BOLTS x 2 1/2" LAG TS 4" x 4' x 1/4' COLUMN @ 200 1/2' -- LONG -- WALL PANELS 1/2" x 6' x 8' �•__. -._ STEEL BTM PLATE I 4 - 1/2' x 4' CCJNC, ANCHORS, W/ 3' MIN EMBEDMENT FINISH FLOOR CONCRETE NIC WALL_ COLUMN 1/16' NEW PANELS (U EXISTING WALL SHOP DRILL FOR 4 - 3/8' LAG BOLTS 3/4' CENTER LINE 6,7## x CHANNEL CHANNEL GIRT Tit 6' EXPIRES: C5' x 6.7# x 24' LONG STEEL GIRT 1/2' x 6' x 8' STEEL TOP PLATE TOP AND BTM, PLATE DO NOT SCALE THIS DRAWING cuY OF -1 UIK,W IL {A APPROVED JLJN 13 1994 AS i' OTED Ofiw p'or p SAY 2 3 1994 P'rr °DER fttf53 gelC1 C <a or CT ii w 4 I os-- SHOP DRILL TOP PLATE 3/8' LAG BOLTS AND BOTTOM PLATE FOR 3/8' CONCRETE ANCHORS SOLD TO: • NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE. AND LEVEL WITHIN 3/16" OR ADDITIONAL COSTS WILL BE INCURRED. NOTE: Ti': ORDER TO PREVENT SWEAT ON THE EXTERIOR SURFACES OF THESE REFRIGERATORS THERE MUST BE A MINIMUM CLEARANCE OF 2" BETWEEN THE WALLS. SWEAT MAY OCCUR EVEN WITH THE REQUIRED CLEARANCE WHERE HIGH HUMIDICY CONDITIONS EXIST FOR THESE CONDITIONS SOME METHOD OF FORCED VENTII.LATION MUST BE USED. 2271 N.E. 194TH AVE PORTLAND, OR. 97230 PHONE: (503) 665-5539 FAX: (503) 665 -2929 j I 1 I 1I i' i 1 l l l l i 1 l l IhI II I I I 1 10 11 . ..OE 12. • 0£ 6Z 8c LZ 9Z Gj 17Z ' ee Zy LZ 03 61 8t LI. 9L 9i lit EL Z1. tt OL 6 8 L 9G 17 E Z i wr+ 0 I I � I II 1 f it'I '� 'i' . l t 'I I t f`R I I 'I III' I� I i I '' 1 t I I �i 11 i i I {III�IIIIIII,IIIIIII,iI,II lbillllll. �liiIIIIIIIIIIlill116.11111!�s, .�lll,I,I. �111�1G�;J; �i11 ►!fllllllt�ill� I jji111411114111 11 ,i�10..il ,l��i��lll 1111�,I'),I I;I did �!I h�o ij1I.IlII��l milm.11,lli, 111, I111� ,1.ill�IllilinInlllinThilll JOB SITE: BEER COOLER SIGNATURE DATE SCALE REV4$ Th SHT 5--11 °d4)4 • t N 1 N .r 191 15/16 3/4' PLYWOOD HACKING AT INTERIOR FOR POST ANCHORING TYPICAL AT 4 LOCATIONS 191 15/16 1 65' -6' (786) 47 22 11/16 N 1" N N 1' N v SPL to 3/4 3 5/8 47 47 • • 47 SPL 47 164 3/4 1N 3/4 SPL 47 SPL 47 47 47 3 5/8 42 3/4 O© 11 314 3 5/8 47 47 SPL 47 q4e "41 47 SPL COOLER 200 1 /2'LOWER WALL PANELS 47' UPPER WALL PANELS 10 13/16' UPPER WALL PANELS 2 1/16' CAMLOCK CONNECTOR 199 3/16 (De @@ 199 3/16 47 SPL 44 rrf' 47 47 47 3 5/8 113/4 SPL 16' -0' (192) TYPICAL AT FOUR WALL SECTIONS CEILING PANELS LAGDOWN WALL PANELS 1 SPECIFICATION 3 1/2 WOOD FRAME URETHANE COOLER REMODEL BOX FINISH' STUCCO GALV. 2 - 3 1/8' x 13 1/2' x 21' -5' GLU -LAM TIMBER CEILING SUPPORT BEAMS AT EXTERIOR (24F - V4) 4 - BEAM SPREADERS AT 48' LONG 22 - GALV CEILING SUPPORT STRAPS 26GA. GALV 8' x 24' FLAT 6 - 4' x 4' x 1/4' x 16'- 8 1/2' INTERIOR WALL SUPPORT COLUMNS 64 - LIN FT OF 2' x 2' CEILING ANGLE 26GA AT 120' LONG 64 - LIN FT OF 1 1/2' x 1 1/2' FLOOR TIE -DOWN ANGLE 16GA. AT 120' LONG FILE COPY • 1 understand lhs Ike MIN 11Uot1Approvals are s uhl ect t0 MMre>— elrlfld approval of plans doss flee 8111111111111111016 1001ation of any adopted teed• w McIOIMt lbosipt of con- tractor's copy dOAleleetlZleayed By Alert oats wrm►tNo.. gU-0l q1 DO NOT SCALE THIS DRAWING afaA MAY 2 31994 PEWIT OEM CM Of MOO APP"V 0 JU 13 1994 BUI DING DIVISION NOT91 FLOORS OF INSTALLATION SITES SMALL SE TRUE AND LEVEL WITHIN 3/14" OR ADDITIONAL COSTS WILL It INCURRED. Non' IN ORDEN TO PREVENT SWEAT ON Tilt tMU10l SURFACES OF Tit RI FRtoOATONS TOME MUST SE A MINIMUM CLEARANCE Of t" SEMEN INS WALLS, SWEAT NAT OCCUR ITS MITI TIRE SWIM CLEARANCE MINIS NlON StNz.tnt CONDITIONS SNIT POI UM CONDITIONS NNE NUNN of /ONCY VWNTILIATION MIST It USED. 2211 N.E. 194TH AVE. PORTLAND. 011. 97230 `PHONE: (903) HS -5139 FAX: (103) NE -2929 Winn UNITS WILL NOT M MANUFACTURED UNTIL 011AMMe0E AAE APPROVED FIND ONE MANED MET Of MOP OWWS. TO IMPS MAL MPG, co • NIC. SOLD TO: WILDERMAN REF. JOB SITE: ESA ??LONA DEER COOLER 9111MAIIII19 DAT9 a , •„ill A[N $, 9N, ale, 4 • 1 OS° Slat • e 1 E OATS t91w1Ot< 0 so i 1 1 .I 0 m 1 1 L. 1 1 e 0 1 1 1 C P . C P C P C10 C I P 1 1 1 1 4 e C e C 1 1 4 1 J 1 L P m P t -L _J- 1 65' -6' (786) 47 22 11/16 N 1" N N 1' N v SPL to 3/4 3 5/8 47 47 • • 47 SPL 47 164 3/4 1N 3/4 SPL 47 SPL 47 47 47 3 5/8 42 3/4 O© 11 314 3 5/8 47 47 SPL 47 q4e "41 47 SPL COOLER 200 1 /2'LOWER WALL PANELS 47' UPPER WALL PANELS 10 13/16' UPPER WALL PANELS 2 1/16' CAMLOCK CONNECTOR 199 3/16 (De @@ 199 3/16 47 SPL 44 rrf' 47 47 47 3 5/8 113/4 SPL 16' -0' (192) TYPICAL AT FOUR WALL SECTIONS CEILING PANELS LAGDOWN WALL PANELS 1 SPECIFICATION 3 1/2 WOOD FRAME URETHANE COOLER REMODEL BOX FINISH' STUCCO GALV. 2 - 3 1/8' x 13 1/2' x 21' -5' GLU -LAM TIMBER CEILING SUPPORT BEAMS AT EXTERIOR (24F - V4) 4 - BEAM SPREADERS AT 48' LONG 22 - GALV CEILING SUPPORT STRAPS 26GA. GALV 8' x 24' FLAT 6 - 4' x 4' x 1/4' x 16'- 8 1/2' INTERIOR WALL SUPPORT COLUMNS 64 - LIN FT OF 2' x 2' CEILING ANGLE 26GA AT 120' LONG 64 - LIN FT OF 1 1/2' x 1 1/2' FLOOR TIE -DOWN ANGLE 16GA. AT 120' LONG FILE COPY • 1 understand lhs Ike MIN 11Uot1Approvals are s uhl ect t0 MMre>— elrlfld approval of plans doss flee 8111111111111111016 1001ation of any adopted teed• w McIOIMt lbosipt of con- tractor's copy dOAleleetlZleayed By Alert oats wrm►tNo.. gU-0l q1 DO NOT SCALE THIS DRAWING afaA MAY 2 31994 PEWIT OEM CM Of MOO APP"V 0 JU 13 1994 BUI DING DIVISION NOT91 FLOORS OF INSTALLATION SITES SMALL SE TRUE AND LEVEL WITHIN 3/14" OR ADDITIONAL COSTS WILL It INCURRED. Non' IN ORDEN TO PREVENT SWEAT ON Tilt tMU10l SURFACES OF Tit RI FRtoOATONS TOME MUST SE A MINIMUM CLEARANCE Of t" SEMEN INS WALLS, SWEAT NAT OCCUR ITS MITI TIRE SWIM CLEARANCE MINIS NlON StNz.tnt CONDITIONS SNIT POI UM CONDITIONS NNE NUNN of /ONCY VWNTILIATION MIST It USED. 2211 N.E. 194TH AVE. PORTLAND. 011. 97230 `PHONE: (903) HS -5139 FAX: (103) NE -2929 Winn UNITS WILL NOT M MANUFACTURED UNTIL 011AMMe0E AAE APPROVED FIND ONE MANED MET Of MOP OWWS. TO IMPS MAL MPG, co • NIC. SOLD TO: WILDERMAN REF. JOB SITE: ESA ??LONA DEER COOLER 9111MAIIII19 DAT9 a , •„ill A[N $, 9N, ale, 4 • 1 OS° Slat • e 1 E OATS t91w1Ot< 3 RAILS AS SHOWN, FULL HEIGHT 5614. 0 lq EXISTING OPENING FOR SLIDING DOOR ELEVATION 0 • 17' -0' (204) DO NOT SCALE THIS DRAWING ami'IaA NAY 2 3 1994 IwITa6NTa1 1 CXPiP.S ere%O c 1 CITY OF TUKWILA APPROVED JUN 13 1994 hS NUILU BUILDING DIVIS'C" UNIT$ WILL NOT S E MNNRAOTUNSO UNTIL THOU *100 ONAS MO APPROVER SENO ONE SONIC SST OF SHOP OWO'S. TO IEIPsMAL AIM co., INC. ■ NOnt FLOORS Of INSTALLAMP SITES SHALL 1t TSUI AND LtDIL VITIIN I/1." 02 ADDITIONAL COSTS WILL 1t INCUSSOD. NOM IN CROSS TO PSITINT SWAT ON INS IDTIDIOR SOR►ACIS OP MOSS ltfltfSMTOSS /NUR NOT SS A MINIMUM CLOWNS Of t" IMO INS HALLS, MOAT MT OCCUR no NISI TN( 1NgIIMW CLSMANCI MMIO NlON NMItfITT OSNIITTONI IDIOT TOO TICS! CONDITIONS SOMI MIHOS of POEM TOW:ILLATION MIWt It w20. 2271 N.E. 164Th AVE. PORTLAND, ON. 61230 PHONE: 503 •6.6636 FAX: 503 se-n1 sot /4'=T$' -0' SOLD TO: NAY 1 91994 WILDERMAN REF. SEATTLLWA UVIS SS 1108 SITE: BEER COOLER TUKWILA. VA ant's-» 6NNATMIIt r KEN ft 50X OATt OAT6 5 -9 -9A •' l on 2 w 3 8614 94 -154 60011 UNIT TYPICAL A 4 LOCATIONS 60011 UNIT X11 111 I t i 1 MJ SOY W .•e °° o•o CIA dI' cot 1 .; 1 T$ I I w;`-} 4„ e Col III I IIIII In M III 5614. 0 lq EXISTING OPENING FOR SLIDING DOOR ELEVATION 0 • 17' -0' (204) DO NOT SCALE THIS DRAWING ami'IaA NAY 2 3 1994 IwITa6NTa1 1 CXPiP.S ere%O c 1 CITY OF TUKWILA APPROVED JUN 13 1994 hS NUILU BUILDING DIVIS'C" UNIT$ WILL NOT S E MNNRAOTUNSO UNTIL THOU *100 ONAS MO APPROVER SENO ONE SONIC SST OF SHOP OWO'S. TO IEIPsMAL AIM co., INC. ■ NOnt FLOORS Of INSTALLAMP SITES SHALL 1t TSUI AND LtDIL VITIIN I/1." 02 ADDITIONAL COSTS WILL 1t INCUSSOD. NOM IN CROSS TO PSITINT SWAT ON INS IDTIDIOR SOR►ACIS OP MOSS ltfltfSMTOSS /NUR NOT SS A MINIMUM CLOWNS Of t" IMO INS HALLS, MOAT MT OCCUR no NISI TN( 1NgIIMW CLSMANCI MMIO NlON NMItfITT OSNIITTONI IDIOT TOO TICS! CONDITIONS SOMI MIHOS of POEM TOW:ILLATION MIWt It w20. 2271 N.E. 164Th AVE. PORTLAND, ON. 61230 PHONE: 503 •6.6636 FAX: 503 se-n1 sot /4'=T$' -0' SOLD TO: NAY 1 91994 WILDERMAN REF. SEATTLLWA UVIS SS 1108 SITE: BEER COOLER TUKWILA. VA ant's-» 6NNATMIIt r KEN ft 50X OATt OAT6 5 -9 -9A •' l on 2 w 3 8614 94 -154 • CONDENSING UNITS (t) EA. SET ON MIN, C5 x 610 CHANNEL LAVED FLAT W/ (2) 3/5' x 7' LAG DOLTS A EA. END OF CHANNEL NIC, CEILING PANEL di, 30' Ii 37' y k, A4 µA.,�r droA 13 1/2' x21• -5' 1500 COILS AT INTERIOR (6) SUPPORT RODS EA. W/ MIN, 2' DIA. WASHERS AT EXTERIOR OF PANELS 6 t ro x 13 1/2' x 21' -5' s 13 1/2' x 21' -5' 134' ANGLE TIE DOWN AT EACH SIDE OF DOOR, ALUM 2' x 2' x 4' LONG W/ 2 4014 PHSMS AT WALL AND 3/8' CONCRETE ANCHOR AT FLR 4' IMBEDMENT MIN. 192' 134' TS 4' x 4' x 1/4' x 16' -8 1/2' COLUMN AT INTERIOR. (TYP AT 6) W/ C5 x 6.7* x 24' LONG CHANNEL GIRT AT 110111 AFF TO C/L 192 WALL PANEL co 3 1/r x 13 1/r x 21' -5• all LAM BEAM ANGLE 3• x 3' x 1/4' ! BOTH SIDES OF G.L. 2 - 014 P.H.S.M.S. (STAGGERED) AT EA SIDE SHOP VELD 1 PAINT 3/9' x 7' LAG BOLTS TYP. ! 2 BEAM SPREADER DETAIL ANCHOR TO BEAN V/ - O 14 ANCHOR TO PANEL FRAME V/ CE -0 14 x 11/!. x J_1/E_' CEILING PANELS 3/4' 'M CONDUIT STRUT 0 /C/ ! BOTH SIDES OF ALL BEAMS. (48' LONG) CEILING PANELS CEILING PANELS BEAM BRACE DETAIL GAL V. STEEL STRAPS ! 23 1/2' 0 /C, BEND OVER BEAM AS SHOWN 3 - 'SIMPSON' N10 STRUCTURAL MILS 3 - 16d GALV NAILS CEILING PANELS BEAM SECTION DETAIL WALL PNL R1 1/2' X 1 1/2' X 16 GA. ANCHOR ANGLES 1 FLOOR W/ 1/4'0 DRIVE PINS ! 24' O.C. i ! WALLS (AS SHOWN) W/ 014 X 1 1/2' P.H.S.M.S. O 24' O.C. FLOOR TIE -DOWN ANGLE 134 BEAM AND COLUMN PLAN CEILING PNL 2' X 2' X 26 GA. CONT. V/ 118 X 3/V P.H.S.M.S. ! 12' O.C. TYP. EA. LEG 1 5 98 ! SPLICES, LAP 6• MIN. WALL PNL lfffffl CEILING ANGLE 0 1 1 i CEILING PANELS At 1/2' x 6' x 8' STEEL TOP PLATE 4 - 3/8' x 2' LAG BOLTS C5'x6.7*x24' LONG STEEL GIRT 4 - 3/8' x 2 1/2' LAG BOLTS TS 4' x 4' x 1/4' COLUMN 1! 200 1/2' LONG WALL PANELS 1/2' x 6' x 8' STEEL BTM PLATE 4 - 1/2' x 4' CONC. ANCHORS, W/ 3' MIN EMBEDMENT FINISH FLOOR CONCRETE NIC WALL COLUMN 2f 4' t 12' SHOP DRILL FOR �4 - 3/8' LAG BOLT t ff _LA -4 0 CHANNEL GIRT • 1- et 3 C5'x6.7*x C5' x 6.740 x 24' LONG STEEL GIRT 6' 1' if �` CIrr OF TUKwaA APPROVED JUN 13 1994 AS NOTED 1 /2' x 6' x 8' J STEEL TOP PLATE TOP AND BTM. PLATE DO NOT SCALE THIS DRAWING BUILDING DIVL, YRA MAY 2 3 1994 Mar tem SHOP DRILL TOP PLATE 3/8' LAG BOLTS AND BOTTOM PLATE FOR 3/8' CONCRETE ANCHORS NOTIs FLOORS Or tNItALLATIOU SITES SMALL RR TRVI AMO LIVIL MItNIR 3 /II" 00 ADOITIOMAL COST/ WILL It IMCURAID. NOM IM owl To MOW SWAT OM TOR ttttttn SURFAttt OF TIMOR RtfRIOIRATORS TORSI MST St A MipIMIM CL'MMCI OF i" IM OD Mt MALLS. WRAF NAT OCCUR ROD WITH Ill ammo =ARNIM MHOS MIOM MOM ORMiTttn Otn rtt ltttt ONIDItIas IOIR I MTMtO Of IMO= VDTtU#ATlM Mgr O VSO. SOLD TO WILDERMAN REF. .413 81TE: sacsI I us, wn BEER COOLER I:IMATMBI! - 04111 h !AM M110 w tI"-U- !!R KEN Re !IR 5 -1104 1 2271 N.E. 1141H AVE. PORTLAND. OR 97230 PHONE: (603 111111-6939 PAX: 903 6116-49l0 Jae B *WN .7 MW t 111011&