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Permit B94-0250 - SMITHS HOME FURNISHINGS - STORAGE RACKS
City of 7itkwla (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B94 -0250 Type: B -RACK Category: Address: 300 ANDOVER PK W Location: 300 ANDOVER PK W Parcel #: 262304 -9119 Zoning: Contractor License No.: Status: ISSUED Issued: 07/14/1994 Expires: 01/10/1995 Suite: 500 TENANT SMITHS HOME FURNISHINGS 300 ANDOVER PK W, TUKWILA, WA 98188 OWNER SEGALE M A INC PO BOX 88050, TUKWILA WA 98188 CONTACT JIM WATERS Phone: 206 682 -4796 25600 S.W. PARKWAY CENTER DR, WILSONVILLE, 97070 **********************************.********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: WOOD & PREMANUFACTURED STEEL STORAGE RACKS TO BE INSTALLED BY TENANTS Rack Storage Dimensions - Linear: Feet x. Height = Totals 30 . 7.9 237 30: 7.9 237 .26: 7.9 205 .0 .0 .0 UBC Edition: 1991 Valuation: 3,500.00 Total ;' Permit Fee: 11.29 679 *******'************.**********,************* * * * * * * * * * * * * * * ** * * * * ** * *. * * * * ** \-12kINDALZ.J _ � 6A Permit Center Authorized Signature Date I hereby `certify that I have read and examined this permit and know the same to ',certify-that correct. All provisionsof•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:_ 401r,5' Print Name: _ <.CIC G Date: Title: 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. CITY OF TUKWILA. Department of Cod.. nunity Development — Permit Cent &, _. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER )3q'-1--050 PROJECT NAME • em H iS H tm E -FIA RA i Sh Ij SITE ADDRESS 00 At.adov€_(z. • f K W SUITE NO. a 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. DEPARTMEN UILDING - initial review 14 FIRE — O-I LANNING .� DATE :; PPROV:EL 11 ei4 ROUTED) U.IiREMEN1 i1AAEN 1 INIT. CONSULTANT: Date Sent Date Approved FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: INIT: ZONING: REFERENOE-FILE-NOS.: Detectors N/A INSPECTOR: 57 BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- S- E- O PUBLIC WORKS UTILITY PERMITS REQUIRED? U Yes U N INIT: PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review BUILDING OFFICIAL INIT: TYPE OF CONSTRUCTION: INIT: CERT. OF OCCUPANCY? Oyes Fi No UBC EDITION (year): (1i�t REVIEW COMPLETED AMOUNT OWING: 0 CONTACTED 0 e� �,J Z �� .�LJ j �(� ^ 4- f / DATE NOTIFIED BY: Init. 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 I: 1. ”? , 11: 1701.1 TI _11 I IIU-t PI: L'• I='I'I CiTY OF TUKWILA F'. BUILDIN PERMIT APPLICATION Department of Community Development - Building Division vwvv vvv.f,vc.f,G, (206) 431-3670 vvvlyvr., liallIVV,ICI run .'vrvv �� - P- ...,.,,. :'= �'i, :OESCRIPTION;01 �t':'AMOU e T r FtCP7= ; �:' Ti tDA? BUILDING`PERMITiFEE'�" :;.;. ; ..: a,..Y;,.;.;:. :i i �'ti' HE PI.A C CHECK _ PLAN;aHEGK•�FEE�)t.�;ass� :1:, : F: ,:::= '.� ±.;,,t,,!�;t� °��- 'i;,,' i;r';i,1'I: { �,..�`�'r ; : 4 ` NUMBER - � c�. �J � sU t`D, NG,;5UF�C;taA �:. j � RC3 ��;` �'`�!...:,;� :r,: „` ::; �F: : f L, ,., Tiu: :fh T OiV , $. ,HIE' ter' ..... ..6 :4. '.0 ,`.ii: %IA0 ,`,i` L Y : , .��:: �,:. .,,, F.I, `,7� y t, %.• •.'•!' +.},i...i`�'I'' ;:' ` ,, ea v , i•o i:a I;;1. .�{.,.. ;� , f:n,,,.: :�• ,. ;;"I! 1 fe. .�I,r. r t,lt.... rau F ryt:,•� , • ,:�: ;�. 1 / ' y;; X:4ii' r ..!!! ;' l':��s:,;.;,t`'?is,•.,'1: T:AL4;' Nil,' t i Sri I ADD- SUITE # 500 300 Andover Park West nit-� VALUE OF CONSTRUCTION - $ $3.500.00 PROJECT NAME/TENANT Smith's Home Furnishings, Inc. ASSESSOR ACCOUNT # Parcel Nod 26230%.. -,9119 TYPE OF U New Building Addition Tenant Improvemen (commercial) L..) Demolition (building) WORK: Q Rack Storage O Reroof Remodel (residential) Qther: DESCRIBE WORK TO BE DONE: Site built wood storage rack and premanufactured steel storage racks to be installed by tenant. BUILDING USE (efUIce, warehouse, etc,) Retail . NATURE OF BUSINESS: Furniture, appliance, electronics sales WILL THERE BE A CHANGE IN USE? J No U Yes II Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 112,251 sq. iTt 47,620 620 sq. f enant Space: lrea of Construction: 600 sq. ft. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ® Yes IF YES, EXPLAIN: Storage of furniture, appliances, and electronic equipment. FIRE PROTECTION FEATURES, XE Sprinklers O Automatic Fire Alarm System . PROPERTY OWNER r Li 126yAl.tev�I� PHONE 206 - 575 -2000 .2 �P ;a_v-i -0, 0,,L0/ ADDRESS P.O. Box 88050, Tukwila, Washington z1P98138 CONTRACTOR PHONB- ADDRESS 1Z1P WA. ST. CONTRACTOR'S LICENSE # N/A EXP. DATEN /A ARCHITECT Carlson /Veit Architects,' P.C. [ PFiON -D03- 390 -0281 ADDRESS 3085 River Road North, Salem, Ore:on ZIP97303 • �, ,�.,' , .;, 7:�.,ua �i)L ,' R�`; : Q', �; A'► y1D., r ;�ArMINE ©!;sT,HtS'iA.R,.,,'.I 'T.1 tA, TJtT;; KN�WI' T:.�;(E + +SQMEr!aTl.iz,.:i,,,iy •, .I�• ,,; .1,, I. ,t� KI•• .i.. .�i:. ,f 1. ,•l ,4�. ��. .Il:• �:ifl. /i'..; ilit ±f''�'.'i 4i:'i,i';. C ",.,, .,�1�.f •. •:14 •11 •. r.. g ��1T'..0 � „A � � �' �,; :, � , ... ;i' ,.� '��:rl,�... t;,•: �:; , :..,:: � :• f; , �;!(.: ;i!y�r , ti' :. I , . , ... .. i I... 1. Llv.r'L.JH+:�,..M. •:If!�.w ,. •1 r 1. i.• t •1. t ,. R N ,R�iWCY ,i �'ND.,I` F11. • 7}lO1�I�E :b •'� • (�'.Y,.f (7)'1 T�I�;;r;i?��iN(1'�'i •,r!'.: :... !; i' BUILDING OWNER !SiG'%ATeo RE - CIS 'PRINT DATE G-.e .. NAME - 5 , , C l `a`m-) PHONE543.21. AUTHOR :ZED - (ADDRESS AGENT f,., ,, a CITY/ZIP 7- '-'�'i' _ .. ; x,85 N,.rt PHONE . -�7�� CONTACT PERSON �- � ,— en. JIM 1,00) iirS APPLICATION SUB MITTAL In order to ensure that your application Is accepted for plan review, please make sure to linr 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 431.3870 prior to submitting application. In all oases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible Yev :lion by the Bul :ding Division to comply with current fee schedules. BUILDING OWNER ! AUTHORIZED AGENT If the applicant is other than the owner, registered atthitect /eng!neer,oroontrantor, 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 at this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 100 days following the date of application shall rr 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 Departme,,r�( „CLommunily Development Building Division at 431.3670. DATE APPLICATION ACCEPTED crn OP TUKWILA N 2 9 1994 PERMIT CENTER DATE APPLICATION EXPIRES k * *•k * * *•k * *k *• Ask * *A•* hk* k• kA•• k*****: k* A•***kkk•kk *+I'h *k *** * * *Jr ** *hk k k k* k CITY OF '1'UKWILA, WA 'TRANSMIT Jr**• Ak** Jr***k k• k• k*** J• kk** •h•*k*kJA•*Ak*kk***k•k4r**** *Jr r•kJkh****A•r•J***4 TRANSMIT Number: 94000781 Amount: 11.29 06/29/94 12:23 Permit Not 694 -0250 'type: B-RACK RACK STORAGE Wa9MITIV Payment Method: CASH Notation: SMITHS HOME FURN 'nit: SAO ** k• k: k* oh, k** Jk*• k** A' k* J*• k• k*** hr* k• k* A• k*** JA• J4• k• kr•h•k•k*J * *:kJrJkkkAk *****A4•k Account Code 000/322.100 000/386.904 De'criptian Paid BUILDING •- NONRES 6.79 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 11.29 Total Fees: Total All Payments: Balance: 11.29 11.29 .00 GENERA 11.29 TOTAL 11.29 CASH 20.00 CHANGE 8.71 3183A000 06:39 • • CITY OF 'ruKWILA Address: 300 ANDOVER PK W Suite: 500 Tenant: SMITHS HOME FURNISHINGS Type: B-RACK Parcel #: 262304-9119 Permit No: B94-0250 Status: ISSUED Applied: 06/29/1994 Issued: 07/14/1994 *********k************k*****************************k*****kk*A*M*14******* Permit Conditions: 1. No changes will be made,-X0'1WpApIess•approved by the Architect and the T00:4la'-Building biiiiiion, 2. All permits, inspecOdn records, and approved plans shall be maintained available at theo15- site prior the start of = ,9== ,,-,-.., • • any construe...0;m'. ,Th'ese,,dgcupients ar,e, to be. maintained available 004 fA,naf',..lnstion,apprcVal%risA4ran,ted 3. All constriction to be done=lim'Odhformance With:4proVe&:•,, plans and requirements of'th”Uniform Building Code (,1991 Editions amendedi by-the Washington State Building Code.'". 4. Validity Perrifit,'cThetince Cf:,a permit or Olroval '6,f,,, , • plans, specifications and,'=cdmputations shall not'be On.: 70- = . , strilddto'be a permit 'far, or an approval of, any violation of apS/rof-t6:e provisions of this code or of any other", ordinance of. the jurisdiction.'. No permit presuming to give 1. auttiOrity-oi- OolateJci-cancpl\theTrcvisions of this Code 'Vfi valid'. llflbe vali ' .. . : =," ,- , Th' • ,- 3. • ,.. "!.•■ 7=3' • , 0:-=0 .1\, '''''', ''''A • tv,•:,, ',.(- '' ,,I. " .. I... '' } : \ 1,, ' 'A ) '■'' ' '4 "4>,.P 45 .v:,.7.,.'0,, / i' ',v." \ 1,. ''' • \ , ''' C i '.."'.'ilat;,„.' . / 1 k t A 1 ‘, , '',,', / r I 1 ...,,,q - \ ,• •r", ,,,, .....-. ,,, ,, ..,..s. ,. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •roe : - r.-!"i /.• /7tf. rri Air ' Type of Inspectipnr°" % �► Specie nstructlon 2. ,,-(0 .,,,-(0 riD h )1 % Date Wanted: s T` /? - am , � -. Requester. Phone No.: Ig,.Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [RcePt No.: Date: yar:,.,,,,rT:N ,..- .. City of Tukwila Fire Department • CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT _ TOTAL 30'0' 30 0 x e-7 x 7 / / %'' O x 7 1/ x x x GRAND TOTAL OMENS Ise z37 6 COLA JUN 29 1994 PERMIT CENTER 2' -O" A. ASO M EXIST GONG WALL 2 X 6 TIES ®EA POST W/ (2) X12 X 3" FHWS EA POST 34 PART BD SHELF W/#IO X 11/2" FHWS ®12" O,G, INTO LEDGERS RACK sear ON 2 X 6 LEDGER W/.50 EX?' BOLTS ® 48" O.G. 2 X 6 LEDGER GONT W/I /2 "0 MB THRU EA POST 4X4POST ANCHOR WALL POSTS TO WALL W /I /2 "0 EXP BOLTS WHERE SHOWN 1/2" = 1' -0u 12-76,6-16. : ulEST WAIL. WAgs1-4OU 113 pea REGISTERED ARC 'TECTr �1 (/ CAiG D. CARLSON STATE OF WASHINGTON title GMITHG RECEIVED CITY OF TUKWILA JUN 2 9 1994 SMITH'S IIUE FURNISHINGS, INC. T Y -wiLA, W1��NIH1 TOI-I PERMIT CENTER date 1-14—i4- carlson /veit architects p.c. 3085 river road north • salem, oregon 97303 • phone 503 390 -0281 project IC093 drawn Gt�L sheet cF J 4.-' ttr v r_l t.S1 in ty, ›n • • EXIST GONG WALL 2 X 6 TIES ®EA POST W/ (2) #12 X 3" PHWS EA POST e/4 PART BD SHELF W/MIO X I 1/2" FHWS ® 12" O.G, INTO LEDGERS A M 2 X 6 LEDGER N/1642 EXP BOLTS ® 4&" O.G. 2 X 6 LEt76ER GONT W/I/2 "4) MB THRU EA POST 4 X 4 POST ANCHOR WALL POSTS TO WALL N/1/2"4) EXP BOLTS WHERE SHOWN SACK SEaTION 1/211 = 1 -o„ (Z,pL LGC /TIC —1 : '7'J T WA,1— WP NUU‘ I13 • RECEIVED CITY OF TUKWILA JUN 291994 PERMIT CENTER REGISTERED ARC �TEC -I r U rAIG O. CARLSON STATE OF WASHINGTON title GMITHG SMITH'S (NOME lvUIRNISIIINGS, INC. AUK -wlLA, wVA- IIH(ro carlsan /veit architects p.c. 3085 river rood north • salem, oregon 97303 • phone 503 390 -0281 FILE . COPY . I understand that ihe.Plari Check'approvals are ubjoct to errors and omissions and approv ;l of plaans does riot Authorize the violation of any ;adopted code or ordinance: Receipt of con- tractor's copy of approved plans ack mowledUed. ,,,,41,44: • 44 i�, By Date Permit No. — 050 date 1-14-94- project iL9g3 drawn Gp- sheet • CITY Or - 199` 01/06/94 lagsfily IM 10:59 NORL 1 FT OF OREGON 4 5033900912 The LMT design represents the most proven, up -to -date concept In a boitless, easy to assemble, durable stor- age racking system. You will see that precision parts are manufactured to provide ease in assembly. LMT pallet rack has the capabilities to quickly handle changes to meet your needs today, as well cis a wide range of applications for tomorrow's storage. FRAMES O STANDARD -DUTY RACK Ll'vi15 Uprigh' The basic systems of modular pallet racking tar all regular storage applications, wtth strength and safety at realistic costs. • MEDIUM- DUTY RACK The popular range of pallet areas. �.� • i i \ \• * HE/sW -DUTY RACK LM30 Uptight Features 3' square columns. A rack system for the heavier loads and the high rise, high cube app(Icatlon. • SUPER- DUTYRACK Re- Enforced Uprighiz These uprights are offered on application only, The uprights offer additional strengths where impact properties or greater load requirements are needed, Subject to Inquiry, BEAMS' SECTIONS ROLLED FORM :-..,'D BEAM The LBF series is cur most cost effective beam with depthsfrom 31 /2'to 41/2". This beam canspan up to 168" forstandard and medium pallet loads, c f t �^�: `• ^ s: t rwrv..4•.-, -. 4:-6,1 �' . cr] The LBC series is our highest capacity beam with depths frcm 3' to 6", This beam can spa nupto 168' for standard and heavy pallet loads. The LBO series is for lightweight palletloadsand hand - loading, - This beam can span up to 144" with depths from 2' to 3 1/2'. Pa3 E; 1. C(Cri BRACKETS F.21.,11.117;5:; • The three stud connector has an attached safety lock tor a safe and reliable connection to the upright frame. • While most manufacturers only use two studs In their design, LMT beam bracket is one of the most efficient designs on the market. • 3 stud connection with automatic snap lock. High stability and effec• five load dstrlbulion to the upright frame, c �" -" `�'!t' • 4 stud bracket available asrequlred The LBZserles is for han-loadtng Items. Thls beam canspanf,jly !RAJ', ��ms or whenspecifled up to 120' and has depths from 2' to 3 ". , p I 3b14 Englneer(ng Dept. tit ,1 4 1994 01 b" 3 Slud Bracket O 8' 4 Stud Bracket RECEIVED CITY OF TUKWILA JUN 291994 PERMIT Caw 01/06/94 11:01 43RL1FT OF OPE3ON -. 5033900912 \ .211 \ \ / 101108ctIon tof Unaormly 01■1b04t•d Load. Load toppert loom/ wngef Man 168' 4104 manual. 361ofy Melo( 13 1.68 based an 11181 1•11/1 minimum ykmd skongtn of 45,900 pounds 60/ squat. hon. .2 • • • ,•••. .•■• 1 .••••\ "., \ •"` •/ 6" BRACKET STANDARD 1-- 274.i 1-- 2404 1-1 1'41 ,••=,.........m...aZiT?.1.01107 • 1 LBF.404 0111 4 905 or 0 3p•elal Copaciti out ova/lapis upon 'squint, Design of 64ams coital ms %OM AlManeon Iron and 514.1 Ing111u4 Haw 031104110n Imned 10 1/100 08413? 11.! 2 g 6i: • • .10 30 11.242 17 37 10443 ,i4 34 9477 .18 37 8.61? ' 0.09 0,11 y 0.13 0.16 . e tit:- 1 .1 LBF453 i/ 00 z s,2 a• - g n g 34 19 .34 8.341 22 410 7.8.35 24 42 7,388 2) 44 6.088 30 40 6,630 . 0.17 . • 0.19 9,21 . 0.24 0.27 33 34 36 39 40 43 46 47 40 4 ,...., 5 g 1 :?;• 0- g . 15 0.07 'Sr 0 13,627 008 34 14.812 0.08 39 i 2.447 0.10 36 14,647 0.10 elt 11.623 0,11 34 13,469 0.11 44 10,372 0.14 42 12,122 0.14 49 3.3 45 6,306 , 0.29 52 37 50 6.013 ' 0.32 . , 60 40 52 5.746 . 0.35 .-,' '.. 66 " 51 6,601 ' 0.39 - • 50 46 35 6.387 7' sAo . 69 41 50 5.277 .., 0.42 ,.. 60 51 68 6.070 ' .'• 0,45 . .... • '63 . 55 60 4.670 . : ' 0,40 .":. - 65 60 52 4,41 .• 0.83 - 67 63 51 4.616 0,57 69 0/ 68 4,309 0.03 70 /1 4.104 ;. 0.69 ., ' 76 73 74 • • 3,773 ,:.;:.0,73 • • . 79 • 77 77 '...' 3,453 ,..1. 0.77 • .'.:, 83 30 SC '3,170 •••• 0.80 . " ' : 67 716 , 2,7 ,,, 0, 7 .... - 93 33 93 10,038 0.16 43 11,731 0.15 60 9.430 0.17 46 11.020 • 0.17 57 8491 0.11 la 10,391 0)9 56 8.410 0.21 SO 9.029 0.2) 69 1,970 0.24 53 0,325 0.24 61 7,590 0.26 56 8,870 0.26 64 7 231 0.24 57 0,457 . 0.29 67 6.016 0.32 60 0,087 0.32 70 7621 0.36 62 7,758 , • 035 73 0.34 0.483 63 7.677 0.36 - 74 6460 0.30 65 6,101 0.41 47 6871 044 60 5.068 0.47 72 5450 0.51 74 74122 0.313 7.131 0.41 6,862 0.44 4472 0,47 6.380 0.51 76 78 81 84 47 .2,329 0.93 .90 to 0,56 70 6,001 '.67 91 .4,030 022 81 5,773 , 042 90 4,716 0.08 86 45410 '•. 0.08 - 103 4.510 0.15 89 5.271 '. 0,76 • 104 4,264 0.80 92 4,964 :'• 0.80 108 3.025 "Tir•-••-"7"9"--473W7-73,50 777 3.125 0.93 106 .' 7647 3 1. 0.03 " 125 6" BRACKET STANDARD 210"--1 LIC 35 . -AM • °t` TWC.)-P1SC'E Ct,0";';D tnT LBC.40 10C45 13.601 009 31 12.414 ••:: 33 11426 -•:.013,,,i,i.fft•36 .10,529 . 013 38 4,57) ..;• 42 9.214 ;:0. , • ;4.655 :20.32 45 • ,8,161 • 0.3647.:1' 48 ••,, 7,719 0.75 tk:. 69 t' 7 24 0.31.e3s• 52 6.960 .0.34 68 • 0.442 ". .0.35 67 • 6247 041'....J.7:t, 60 16,533 16.141 '0.92C 13490 g 3.98 33 19.523 . 0.07 .- .., 36 0.10 36 17.825 ... 0.09 • ••,- 37 0 1 1 sa -.16-1991'0.10 '.'".•"•60 '• 0.13 40 •• 16.104 . 9,12 .,. • ...:•^.. 43 0.16 44 • 13466. 0.15 ." • ...• t17 1 .233 2,17 433-73,325 •• 0.16 • • .- ... 48 10.553 o.:3 48 . , . „ . .. „.. • 0.050 0.22 51 . 11.7141 ': 020 •'•:% ''''' ';‘.. 54 . 1,412 0.25 53 .,..11.0111;310,22.' 56 6979 0.78 56 " 0.512 •,' 0.25 • :. -.1" 59 - 8,474 C.:0 so . 10.903-0.27 ‘..••••• ;••••" 02 , 8.990 0 34 41 0.634 ."0.70 ..../.•,., 65 ' 7./39 037 a 9,111' aN :..-.:''.: 67 .6.07. :0.45 .',....ei, 02 7.409 060 66 .' 8,723 ,. 046 •.'t1...•:13.,'70 - ' 6460 0 47 - •• '•' 0.42 67 - 8,0411 ' 037 '.*!"-•" 71 • , 5.49 0.40 ..... • 64 7,107 2,44 5.490 0,63 %. 07 6.328 C 47 6,389 0.57 09 0470 0,51 5.161 0.51 71 0732 9.55 4/112 043 74 6.:C') 9.50 4.332 0.6/ 77 5.804 065 83 6,533 0.56 88 3.038 0.79 01 5.316 0.73 86 6.590 0.6d 02 3490 0.73 85 4 808 c 77 00 6.212 0,71 96 3.233 0 77 38 4.481 WI Cel 5.92 0.77 100 3,015 11.60 92 4 110 0.89 00 5.420 0.80 • 104 2,559 . 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'. 54 27054 9.17 71 17.993 0.13 , 85 16,933 a 16 •;•"•••; ,69 •-••15,0374Z-t, 0,16 n'tt-,•..62. 181/376•Xo 0.15 ."-4-14.5. •• 14.372.4.,?0.20 14F'.. 68 22.sf en 71 nVi0 ,'::,4. 77 ••••11.868 ii!4"' 50 11 6712.00.3 9.820 0,36 19 11,384 ; ' 0.42 t.; 113 7.447 0.37 02 ' 10.957 • '0.35 • 66 9,066 0.40 86 10,524 0.37 , 89 3.754 7,47 88 10.142 . 040 . 92 8,447 0.17 CO 0.156 ' 0.43 • ''' 06 8,026 7443 7 290 6.078 0.587 6.115 6.272 0.52 0.67 0.63 0.08 0,75 043 p.93 05 00 103 100 112 121 179 9,297 8254 0.461 5.054 7,747 7.161 0480 0.48 100 043 104 au 109 0.04 714 0.69 118 041 127 0.93 137 24,25! 22.735 21483 70,722 19.280 0.13 0.15 0.16 C.18 0.70 0.22 0.25 0.27 030 31 401435 0. 0.05 Si. 66.5 37.257 34,277 ,.•4:Zo,ca TA 28454 73 . 27,642 77 7:25.967, 81 . ;,..24,453 56 .1 23.140 00 1'21:972 18,339 17,486 16.709 15.990 ildtto 15.345 032 11' 14,743 0.35 116 14,147 0.18 119 13.671 0.40 123 10,107 .1.4q.......128 12.532 0.48 I74 71,933 0.57 140 11,333 0,34 :47 10.807 0.64 153 10.443 0.00 150 9.040 0.8 17. 3.843 092 104 t.j'r 94 '20.930:1 08 I;19.9211 102 "19.047 10? :181,232 100 '77852 0.12 0:4;0 0:13 • 0.23 0,25 86 04 103" 105: d'• 17448 '11Z 030 . 16402 121 • 16,108 1, 013 . .126 15450 • C.37 :, 130 18014 " • 134 14282 13,602 12,984 12.419 11.902 .9 0.43 • 141 0.40 140 044 144 0.59 161 064 163 10201 . 08? 194 01/05/94 10:59 NORLIFT OF OREGON -, 5033900812 902 7373 S.E. Mllwaukle ExpresswCy Portland, Oregon 97222 LIII P.O. Box 68348 • Portland. Oregon 97268 O F OREGON, INC. (503) 659 -LIFT (5438) • 1- 800 -452 -0050 TO FROM o� • . .�, L / /_ijL�� SUBJECT //t • % i .I :di fd�1 /f. / .. A. / DATE / I ( I �LF MESSAGE C, ■ i .. , A ' • ./ Z. . ,. v / .. ..#4.&J. �' // . .id .& iL4 . L. V / I . • .../ " /7 ..1.4. mil_ i. 1.1 "--C6.—... Olei"..■,044242 (-) -1Q: ?.' ..ip- ,Ali A / ..0 . , ./v /� ..a %'e / - •• _ 46 It ,' -.•. / I.:- { � , : 4 .1.1.:4. e, 'X o . .. / ' '' e i 1; id , .4., ' V _ c 36.E . .2 u �' X ' - ''- Al . ,I4 /.., d ....? A. .12,/,4t. '4 =2 eV . 49- ...et, ; % Gt;+. Q A /... ..• / ......1 -1W a ..• f'. rlX V 4' f :10 1 -. /.A O,albp1., 7• a NO REPLY NECESSARY LREPLY REQUESTED - USE REVERSE SIDE CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0250 Status: PENDING Keyword: UACT User: 1677 07/11/94 RACK STORAGE PERMIT Tenant : •SMITI35°' HOME' itANISHINGS Address: 300 ANDOVER PK W Base Information Parcel No: 262304 -9119 Owner: SEGALE M A INC Validated By: SAO Plan Ck Approved: Status: PENDING Issued: Act /Inactive: A Final Notice: Nature of Wk: WOOD & PREMANUFACTURED STEEL Location: Zoning: UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x 30 30 26 Type: B -RACK Vers: 9101 Screen: 01 / / Applied: 6/29/1994 / / Completed: / / / / To Expire: / / STORAGE RACKS TO BE Valuation: Height 7.9 7.9 7.9 .0 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update = Totals 237 237 205 3,500.00 CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 07/11/94 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B94 -0250 Tenant: SMITHS HOME FURNISHINGS Status: PENDING Address: 300 ANDOVER PK W Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 06/29/94 07/11/94 07/11/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[,RACIC:,�XI•TS t S ...: : ddf 'a t 5e ilwr.Yv..: t 3' rFIREarPLEASEREVIEWgANb s I�� Sq COMMENT;;.r;s.<:„ '1�;1 h 4[ 5[ 6 ' sBVICEN~ 7[ ] 8[ 9[ lo[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen.