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HomeMy WebLinkAboutPermit D97-0264 - FUJI TRU COLOR - STORAGE RACKSCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9095 Address: 770 ANDOVER PK E Suite No: Location: Category: ACOM Type: DEVPERM Zoning: Const Type:. Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Permit Center Authorized Signature:'1,;11_ South: .0 Sewer.: N/A Siopes :. N Contractor License No:.,PACIFC *052Q7 Permit No: Status: Issued: Expires: Streams: Public: Public: (206) 431 -3670 D97 -0264 ISSUED 08/25/1997 02/21/1998 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: East: .0 West: .0 OCCUPANT FUJI:.TRU COLOR 770 ANDOVER PK E, TUKWILA, WA 98188 OWNER BREKKE PROPERTIES Phone: 425 451 -1511 8592 HUNTS PT LANE, BELLEVUE WA 98004 CONTACT JIM BAKKE Phone: 206 854 -5527 1209 SOUTH CENTRAL, KENT, WA 98032 CONTRACTOR PACIFIC CONSTRUCTION Phone: 206.870 -1776 P.O. BOX 1139, MILTON, WA 98354 r*** k****************************************** k****** * * * * * * * * * * * * * * * * * * * * * * * * * * *k *k Permit Description: INSTALL' STORAGE RACKS. r*** * *k * * * *k* ******************** k****************** * ** * ** * * * * * * * * * * * * * * * * * * * **k * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng. Appr: Curb Cut / /Sidewalk /CSS: Fire Loop Hydrant No Size(in) .00 Flood Control Zone: Hauling: Start Time End Time Land Altering: Cut:. Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Storm Drainage: Street Use: Water Main Extension: .Private: Irk**** k******** k******************** k**************** k * * ** * * * * * * * * ** * * * * * ** *** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 292.84 ♦;***************************************** k* k****** k* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: S_ _ 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: AS `91-7 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 Address:. 770.AND ;P.K'E Permit No : D97 -0264 Sul e: Teniant Status.: ISSUEp: Type DEVF'ERM Applied: 08/08/ 19.97 Parcel # 26'2304 - 9095 Issued: 08/25/4997 * *' *•k * *k*k* *•k *k•k.•k•k** * *: *• k, • k k****' k_**'** k* • k k************ k*• kk* ' * *.k * *•k .*•k*'•k* *•k•k,***k*k Permit. C,onditi:ons 1 No changes: wi l;1 be made ; to _, the plans `un l,ess approved by the Archi;t,ect or Engineer and the Tukw1..1a. Building Division A1;1 permits; inspection r e.cor ds;� andt approved plans shal l;'be available pt the j.ob site pr for to the start z'o.f a ny con struct.i:on Thesei.do'cuments pare tofbe maintained and avai able until firr inspection x ap F proval ` g rante:d` Ali cons u ti t iori � t.Q o kbe d'bne '3n conformanc `w i:th approved plans and r�equir�ements of the Uniform Bui`i Code�(�1994 Ed:ition a$' arn ended ,° U niforim •Me Code '(`199 and W r as ington State.Ener gy Co ^( 1994, dition) tj Validiti�y Pet It .; ' The issud E ance : a permit a•pprova of p` 1 a ns;44pecific at r,on s, a pd; c.omputat,i•ons shall' not c on strued4to0e a: permit. fdr, o.r an aapproval .of- any violation of'; eny .o the provisions of the • ,building code or of any to ;ja othror�d nance; of the} jurisdiction :No permit . presuming. give auth ity"to v iolate or cancel the provisions of this. code siial l ° be:val id w • . : }�.d � as .._. ' .. �' �Y• 1 C'. 4.. _. �. f .,. ' . .. .. . ;, , ,t. Project Name/Tenant: ..^- �� Value of Construction: 8 41 ? 19 e.) Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church in Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Site Address: -- -) u A r1• P L i E1�-- �j CL t- C'� City State /Zip: -� K-� i - Tax Pdreel Number: �- 2 ,-.3 ©`� - �i o 4 Prope Owner: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Phone: Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no ?� , j-" Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Street A dress: E Y' J 4 6OD lefty State /Zip: ^J .0 C (449 Fax #: 13'7 0 I n1 r L.N.A e" -- e �� Contr 4... ...J --- J C.. V L. O /L. aij C.. ^ Phone: Street Address: �-, City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: En i r: Phone: Stree ddress: City State /Zip: Fax #: Contact •k..1 1 : Kv_ac „ Phone: $54 - 55a - 1 Street Address: )U9 C.--3E-/J _� City at Fax #: � . �r ( ' , ` Description of work to be done: �� 3 OZj &-L� �(r.C.LE ? 19 e.) Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church in Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University Cl Other Will there be a change of use? ❑ yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? Ayes Cl no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes El no ?� , j-" Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF Tlll!'NILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS :SITE/CIVIL .PLAN REVIEW OF THE .FOLLOWING: .. Additional reviews ma be determined b the Public Works De •artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt it: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shalt be extended more than once. Date application accepted: Date application expires: Application t�tiinitlals) PLEASE SIGN BACK OF APPLICATION FORM c "1'Nl:RM!'r.DOC 1/29/97 BUILDING a WNER OR AUTHORIZ 1 ■ NT: Signature; VW 4 P ,- Date: e S-75-)---1 ( / c2 F fi;� Print ;-' n nv. -- Address. `� 9 ,S-0 , . ' ii- I u 6 it /$tat /,Zip_.- - 1� �'���I Wei - �,,. ALL COMMERCIAL/MULTI -FAY TENANT IMPROVEMENT /AL ' TION PERMIT APPLICATIONS MUgr BE SUBMITTED WITH THE FOUR ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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 perinit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPLRMIT.DOC 1/29/97 „*k*, k_ *k * * * *, *•4 *kk * *k *, *k * **„. „.+kk* „**4,*,,****,*„***,*****„.„...**,..*******.**,...,* ,ITY O,F TUKWIL.A. WA TRANSMIT.' k•k * *k„kk*k * * * * * *k *rF* ** *•*2ti4 ** * *k*k+k **k *k *:% *4i*kitksF.4?c+4rkk .ft. TRANSMIT • Number: :R9.700625 Amount: 292.84 08/08/97 15:43 Pavment.Method: CHECK Notation FUJI TRUCULOR Init:'.SLB Permit. No: 097.0264 `, Type: DEVPERM DEVELOPMEN1 . PERMIT. Parcel No 262304 -9095 . Site Address: •770 ANDOVER PK E' Total Fees: 292.84' Total ALL Pmts :' 292.84 Balance: .00. k**:*****************• kk* k*****• k******* *** *•k * * * ** * * * * ** * * * * *•A * *• *•k* Account •Code 000/322.100 000/345.830.' 000/386.904 This Payment. Description Amount BUILDING -•NONRES 174.75 PLAN CHECK - NQNRES:.,.. 113,59 STATE BUILDING SURCHARGE 4.50 2972 08/1.1 9717 TOTAL 292.84 Project: i Type of inspecti7 „ 5h 5y01 , d Address: rio AvIdouw e , Date called: K Special instructions: Date wanted , 5 _ 9 . r (.1* Requester: D ( Phone No.: 7 s ...,.. 4 c I RLApproved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: L-J f■rcSI ; gAcki Own— .S1-‘)X.INC,Q: A.4 v DOoit—S rn t...‘, A-OpX, ,p, cit.-- eul-st a tY5N b . ,--, INSPECTION RECORD Retain a copy with pern7L 91 DZ • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT Ps-x- (206) 431-3670 Inspector: Date: 2. Receipt No.: Date: $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ,� rci l I rvL /- / C fo/ G►'t_ Type of inspection: Address: V Date called: Special instructions: Date wanted: /..../2:1 t : � �/ a.m. Requester: Phone No.: INSPECTION NO.' ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. INSPECTION RECORD -.I Retain a copy with perm R-e-e,4„ [1 Inspector: L/ 1- -3470. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 6._er ./ a Date: COMMENTS: Type of ins ec YP P SiUw1/4.e AM P-14 't Sd l . ` }' ki , OF S I Ol Special instructions: Date wanted: 71 ii Requester: Phone No.: IF s--3, ileviSE Pw, -1.1S, 2 2ST" ( A-D CA fro +TS d >‘j AA cia ( 5 .. • y 1 tN+Ii&i Hi r LF 1 ' _( ect' Proj . ° /1 I . v `I u9, W ok., Type of ins ec YP P SiUw1/4.e Address: frn b Date called: Special instructions: Date wanted: 71 ii Requester: Phone No.: INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: T) Date: 0 / 5 .,/ 7 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: N 02 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: ai l... ,_L Lay) e ins !„ ?.. ,C , Lin Am . ot r cv, It e cali6� Et pp�� q _ j t n Special instructions: 8'b ✓ R, Rqueste ! , � �`.J 4 � Q � , h e�yo • P Approved per applicable codes. INSPECTION RECORD Retain a copy with perm INSP .' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -$670 r7 COMMENTS: Oh- e'rea zs Nowt s e-e/// scoi-t? 4r/i4 - Corrections required prior to approval. �r. /er 1 $42.00 REINSPECT ••N FEE REQUIRED. Prior to inspp, n, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to sche spection. Receipt No.: Date: Project: /"' — - j � ,-../ Type of inspection r Address:/ Date called: /� ^ /- p Special instructions: Date wanted: a.m. Requester: Phone No.: INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 'COMMENTS: o /, / / Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD C 7 0 2- .‘ Retain a copy with perm PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: t6 2_ . Fr t. a�.i -::5: 'r. � ' M `• i 1707'•7 „� i w ao';441,0`.� :�Y� " , � lr fa • ,. y:7,f. tit fi :•.gyp n �r• �• _ � � . � -0f b7Y �. ,'4?` �r :• 1 a�r � .. � ... City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name fUT ' -OLO12 Address -2 7D ,4 h dew.- v- Pk etain current inspection schedule Needs shift inspection .5 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: '! Pre -Fire: Permits: '6ce f/' c #111 FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Authorized Si nature Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 5 +7-f ?,4tLM AA-C.t s ro rL. Pt.4JS rRu Co1001- //./ DESIGNED BY / 37k D tr2 TA = 2. ✓.4S4,. c. tit' z I, It 16 V� * 2. 1.81 . o A'i < ., 3. Au* T1TA 4 ' V lt/ . t = v. GS aie 124%tgJ I L A W .4 CHECKED BY V hrir el l iorce , L 9$ MItAcE P = i.94 - Jos No. 9711 SHEET OF 1.44 r 1904 1.144 Cb4-9 ♦ 2Z V = =r CC/4) w ) Es 0.3b(c,ror 3) Z =1.o Cs 2.7S G .s'. 1)'/4-44•4652 tM 4.1 s 8' Low ‘of .. — Nt-OM , LJJE loo LIS ppg. 41-c!c Dcgoo l 774&J v, D 42 . 1/ c D. 3 (Z .7S/G) k 4.. 2. 50 = 1.1 , 375 k Q !(.0,b " A+s ub F Sbs IH : 220.$3 k� a s 44 - 3 . 4l Sets R _ 5.14 Tr- 0.30' k V : 0.6.0./ GR, g. _ S.o fa y+u"►+c CaM( fc • I o, c 1.040 0- Tor (4 pu V . s . 344 c 217," T 9.53`` V. 0, �7�l cat. 2 I/2 " O It 3 1.4 S K8 Ys (2 Vs ' Ira) reti I? r • , ;s 2 0 t�� T 66 �s t„ t O w NAL EXPIRES 7114/9k SPI<c1,t- Ifsf &Cr-•rl /.* AT DATE L/37 RA,mief A & )¢ GA wpm ai:a%41 m4% 14L/, 1.6 (C 4043 t k3.f - I a rif 3. 37, 3S# I(..k: 4 1 . 7.39 k-44 P A s 1.31 P.2831 k 4' 3 2301. RECEI\ ED CITY OF T JKWILA PERMIT C`NTER 8 -97 0q- O(Q 4 2 8 FttT. situC DESIGNED BY 4377C 0 CHECKED BY D 0,s1L pL i K S44-13 ! Sots_ etc iikie pC4f&f 4 3A, . 0,31( k•' Aufl:a fi) .34i' w 413 • 1.8 k.' sk y j ism- A « ^.. b. 1l ,� 2.4 fi • .7r FY - 41 w 36 fcs= �4A•!� s P. 3 S 2 " Odc < AO . a 3 1f v SC*3 1' S " 'nKC/G S = 12.0%9 '"�� = S� ►,. 3 �. T G 2 sab rer 41 AfT144.114 S R. „ I1 G past: I S 46 MA ? . 1 1 6 ( S &) / 1 i s D.03 k '1 > w S-0tt. 11 l i 4Soo ps A-tL w /3 ter t r o els 0 44 4 0 .413 = h (4 latfil, r. 2.a ka ap a. s k ' A ' - 04 01.1 (24.6$ -1. 4)(2 1)J,j* z S, Pr 1 2 * z 2.z . /Eb • D . 23 Ski( (k 1 . 6 ' Y . vMO . Loq Cur t7 t�L 0,3(Z.lsfg)k4 2.5 /2 s o,51G k/ Cot,. 10.33 10.33 11.44 �z . os2 t. (2i) 10,9( 14 0 4 2 , k z 22.74 F2... 0.14)3 t` 1=3 s m. I SO` /4. + + 21,24" Jos No 37S 1 SHEET 2 OF 10.31 • 2V ^.. Fir .2o6 AT ATE 8 -91 DESIGNED BY 3 Nyi Leal. 0) (164' mss? Cat i cc kik Pfhm 1 Mt LS (- 354. 0 qo' bm S tHA " c.p Li) ei.n (Alf Pi A z 1.02.. lc • f — C,a,srizct t !k ►acA A lc' /. E,ap r Gt(LJ. LorMs 4 7 Ear) r►•l z O. a t / . , 4. .1 o (2.SD / K 901, zr. G. 610 ed4 4 IA s 12.44 (c- '4 � z I `. 44 �•' FI. , .6 Elf Bo k 5 dik ' tires 5 (.1.74 (. Qo) 3. 6 •1 p . 2.S CoLVH• -Ns 384. it. 2 R 1.414 A u A 4 LA! 2.a `. Jos No V7 S SHEET 3 OF DAT CHECKED BY DATE Ca : a.sb .1 64 CP.:, CA33 z D /1' nw` ENr. Cr. S f 0,44y„„1 p . 6.0 -p s 1%01 ks,: PI 11.45 k" -11,, t 6 � t P 31) W's~ i 1.31 Q'► 4.4.5" z. 43" . .Y z 39.5 Y , 48 •17 U41 tt oLi 1 , Oak z 124. q Co tc.i Y, = 31$ : . Za ` C,,, : 2 4D 3 M„� j s • oo t q o 3 .1n. Cat T. L( are Zc. 1c F 2. 49.o4 k Fi /Z F14 3'1. tG 14 .1 ner s $ 0. 14 1 oc . b.fl > C..„ L o.3 C 0. ct. / Fie 4. -""` 1Fk D.42 t 0.Sq •a• I.e I etc. L1.33 t -97 GAGE T In X in I x in S in r in I y in Sy 1n r y in AREA in o .u60 .4189 .0893 .1190 .6234 .0379 9 .0456 .4066 7 .2297 14 .075 .4261 .1081 .1440 .6169 .0464 .0564 + .4043 .2839 12 .105 .4405 .1418 .1890 .6041 .0621 .0767 .3999 .3885 10 .125 .4551 .1706 .2275 .5914 .0764 .0960 .3956 .4878 BRACING SECTION PROPERTIES P..rPARED BY P. TINGEY DATE 10MAY91 DRAWING NO. R -3 REVISION NO. 1 DATE BY 10 9 ° z 8 0 7 ao 6 57 a N 5 W Q v 4 o 0 3 z 2 1 H= 1 1/2 y �- X I-- 0 20 30 40 50 60 LENGTH IN INCHES B= 1 1/4 - M\ ••1111111111►\ 10 Ga 111•11•nM111111111•11111=1 11•12_111114•••■ 1111111111•1111111111111111•11111111111111111111111111 1 1111111=11•111111111111•=1111•1111111111•1•MINII MIMI 14 Ga ��MI\�M EMMUME� 1111111•1•111111111111111111111CSINS 1111111111101111•11111111 M 70 80 13.3 14.6 10.6 9.31 7.98 6.65 5.32 3.99 2.66 1.33 0 0 0 Vn J Z = - 0 • a. W Li J CO N Q O Z J Q - u, a � 0 0 = N Z LAI 4 BEAM SECTION PROPERTIES PREPARED BY P.S. DEng ey DRAWING NO. R -1 DATE 14 SEP.'93 REVISION NO. DATE BY MODEL } C • I m C D in I 1n S in r in Iy in Sy in ry . in AREA in L8020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 L8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 LB035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 L8C45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 L6 F354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 L8 F453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 571440440 3- Pig T /SRA Geer Mom6N7 CA PA / "f 1 P7 Age" hat. /4 C /O/0 W /7H F = 44 /co COLUm#4 MATeg i4L /4 AS71 ,4 Cvg 50. Gong So ke.0. ,' w wri4 Fu : 65 kst' N � N I 4: — Z. P.m a II / 3 Z P •i A • IF D 4• G . 0 9 Z 4 I $u A = ,, 4 rf rte. 514 nIArtg, - 1 htuo Fp 1.0 FA F a Co(.t)NM yv1 Aree M- P PIN WEAR. f , p zgI xo.4 • 1. 7tQC3 s P, i IStiftif4e. 0,4 LM 15 oA (t .075' ) P 0 1 1 3 1 ) ‘ 0 . 0 7 . r . = / - k COMP, e 4 - 1364.4‘ LM 30 (t : O. /v5 ") CE)47Ro /30 0 .1 0 S . o. /oS a. as USE P r J, f : r= Pz 0.84 k ANO P _ 0,01G k AW MA = !.G3 ,. 4.75 + 0.86 x 2,7S 4- .0Rtp x 0.75 = /0. / $ 5 WIA Jo,18w 4/3 13.57 k N eye /2 -94 • IF F 40 Ls.' em- 45 (�s; woro F 5S LY4 ) Be ( 144 L 4 *X IM Lo r,s 01 /3z) (c.o7s)K SS, = 1,42` Saw LM 1 " p,: 1 /32.)60.!05)(55) = I, 99 k } L oAi',CoL s 4 L/4r 30 u 3, 57 kk " Lnl 30 ( r : 4p 4 S' 111 : '/.4Z//.3)(/3.) Ile 8 Ln41 ; 5 04 G m Zo Cr -, .40 4s 414 ifil COLUMN SECTION PROPERTIES R ARE D BY ps.Ti�zgey DRAWING NO. R -2 DATE 16 JAN.'92 REVISION NO. DATE BY A 15APR'93 PST MODEL .� C H in B in X In I in S in r,., in I y in Sy in Cy in AREA in LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM 20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM 30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 3: 7 75. 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20'0 075 3 6 ' 2.714 2.222 1.481 1.268 4.701 1.431 1.84.5 1.349 LM30/ 15 ' 1 ° 0 75 3 4.625 2.789 2.126 1.417 r 1.23 3.052 1.094 1.473 1.384 LM30/20 ' 1 ° 0 75 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 LM30 /30 ' 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 J 1 .23 1 H .67 .87 -- L2 PRIMARY COLUMN PUNCHED x X y LM / BACK -UP COLUMN UNPUNCHED i x a 41 � . reZ-1 PArtLer A-CKj F04 PNyr rite Cocoa- /4 1Z41e1J I L,s3 , A DESIGNED BY RTk D CHECKED BY D CIFot q 7)e /9,14- L4& cM4-9 4 2 pid, r 4 tg t A- 0/S/J V = �t Cli20) w : o. 3b (,. pit 3 ) Z =1.a Cs 2.75 +s•+ * G 7z, .sv. 2 »tL- RiZACts2 M. h • p Lo ,a, N *-O 6' • M UJ / o LLS / (.41161. FAQ. gkeiG Duo co** . 774.4.1 1), /3R 1 •4 Cs 1 \1 s LEXPIRES 7/14/ 9k j SPect,Irt-• I. a aa*c.. L , S'7. 98 t3Rkc.t P = I . '4- Jos No 9751 SHEET I of 7 Sts /9 1/: o,3(2.7S/c) k4i2. = 1.37S Q 104 " h4wa`F 561 1H $ 220.E3 - Q a 44 - 3 41" StyeR 5.3gk T: 03'4 V: o.(.a IC I cer.. 64,44 Q _ 5.0 k v4Aig camp rc, . Loko Tb f tor-46.6 a,w.( 4' 1/ s p 344 ( 11 Z' T 3 D. 53 k V . o, i1° l c•t. 2- 4 0 at 3 3 ar`T t K6 -Is ( 2 rs Eta) re& floe ptorre .rA s 2A 19.454„ o. a 1 ,14 O- VA . 2. 1.81. oXi( me t T/f . V/ /A _ 0. LS IGBA i1 ' 44021 1.Jtr. .11 IN sfE Clf - t....►. 1 Awe 1 4- GA sTiwrs : A 141 *4x 1 Llr /ea (c +54/ ,. 143.E -I tlf 3 . 37,n k-s: 4 1=ik s. 7.39 lss...; P A s 1.36 0.283 k 4/ 3 .. 2. $a P PERMIT AT ATE 7 RECEf ED CITY OF TUKWILA E NTER 8 -97 ricr7-0.3lo4 w 2 8 riot t TAU C oU�t. 0,464 0, 316 pLA-rEf, S C4-f3 4- Sat< Au 4.4-se parw 4x 7 e ai ti. 37/ k..' Auo&J . 6 1 T. .3 r w 44/3 / .o ick' dk ) 4 1ST 141t 4 o.:1I ' (2. b) 2 /2 P. 742 le-'1 /, .7rr 41 w 36 k-.! k4g t • D. 3 S 2 " tic < Aesuat. = 3 /r SLA13 bt S Tow& S : !L (S. o) 7 . 25013 ps: , z 5 ¢ �' _ 1' P 1.74..is a 0. sma MA 2 . 116 . (re) /l1 0.4$3 k 'i• A•lia salt. firfki Li iron ps-f AlAz & 1/3 ter It romp. s'eu 444(4. p 2.0 w. t 0. 413 = h 00'1u lal p s 2.a ks ip a = ? 3or" la ++ * ita4 Cz .4.S+ 4)('2- L04- 1)14+ z S.115 ft"- : 1 .'" • AV : D . 23 SAm( . 1.6' /. 0µo . LoyG,f VI it_ • 10.33 w `0.3314 U.44 V P.3 4" Z.sa 1� �. .os2 t. 12) tom "`'' u) Ft, ..o•fI3 44 .? �.+ 22 ,?.�'' • 14y t2.7,5 t Jo. No 9 15" 1' SHEET 2. OF DESIGNED BY AT' DATE e?' 9/ CHECKED BY DATE 1 Ar T. 2 V 4 r o. 51C• f COQ. .15‘ s , 206 2 FN ,TL 74KaLM DESIGNED BY 3774 CHECKED BY D CoLvw -Ns S (.1 .24-) C Qo) 3 . 6.9 3% x 29, • A 1.414 obR,E L.MM ?.J 1 )EI- U) (WAS s AtaST G2 l44 ArK. 4.1 Mt L8r- 3S4 - o W sm 3_P� CRA4 -141-t SE-1 I •. 1 3. S c1^) LELn 4-t.s PIA s 1.02 D. ze 1 _ Jos No d S 1 SHEET J OF C.z %Sr 1144.A o l d ►A 4 A tole e Q 1 ‘ 1 0 - 1 - 7 - 1 FDA- 4 4 1 4. L -OS 4117 Ewn 1� .o, q 1/ Z 4. , I o ( '.fl/) K a o f G. ?!o tc 4 o& t 4 Z 12.4C { f i « 4 q Z j , 4 4 4 go r. d . Sb •ec.. 6 4 0433 A- = 0.6 /I '. EEF&Gr. 2 s. D , 441 ,� 3 p. 6.01/4 4 i t. 09 iG 0 ' 1 1.4-1 sG ~ 4 -6.„-s, L 1.12 ! ) t i p s 3v s. 1.31 Qc+ 44.5" 14 z 1 Q. z 43 k. .. .Y L 39.5 t k �'� Jc .. 4 e. °41 4 5. 12.4.414 Ir- 4 DAT ATE r. - 319" (1% . 20 ` C : 2.4 3 M1' 3 s • o014-c 3 i►n. a " G s tt, 3 art tSk 8a.'!I tcor4 Fee s 49.o4 k4 ' FY IL F. 3i.u. k►1 ,„v 6.s. 10 .4 1 k4: rr r f to. ot s. bat. ) s. 0.‘C t: c4. F. 4- 4 A /Pk = o. 42 t ek e. 1. d- 9 7 GAGE T in X in I in s in r in I in S y in ry in AREA in 16 .060 .4189 .0893 .1190 .02 34 .0379 .00456 .4066 .2297 14 .075 .4261 .1081 .1440 .6169 .0464 .0564 .4043 .2839 12 .105 .4405 .1418 .1890 .6041 .0621 .0767 .3999 .3885 10 .125 .4551 .1706 .2275 .5914 .0764 .0960 .3956 .4878 '4 10 9 Z S . < 4:2 0 0. 7 a 6 x -¢� 5 W Z co "it 4 0 o 3 Z 2 1 BRACING SECTION PROPERTIES 0 20 30 40 50 60 LENGTH IN INCHES 2 _..FARED BY P. TiNGEY DATE 10MAY91 0. 1 DATE 1 1 1 1 r�>�rrrrrrrrrrrrrrrrrrrrrrr rrr�li \rrrrrrrrrrrrrrrrrrrrrrr rrrr� WWrrrrrrrrrrrrrr 10 Ga rrrrrrrrrrrrr � rr�► 111111111111111111111111111111111111111111111111111 rrrrrrr rr ■ ■ \► i SMrrrr111►'rr0111rrrrrrrrr111rrrrr 111111111111111111111111111011111111111111111111 1111111111111111111 14 G a MiNIU �L�rrrrrrrrrrr ■rr �'�rr ►�r�.�r rrrrrrrr R$RM$$rrrr►�rrr►- ���rrr rrmasarrrrra :∎rr11110- rrrrr rrrrrrrr rrrrrrrr� iiiion "111 70 DRAWING NO. REVISION 80 R -S 13.3 14.6 10.6 9.31 7.98 6.65 5.32 3.99 2.66 1.33 0 BEAM SECTION PROPERTIES PREPARED BY P.S.ringey DRAWING NO. R - 1 DATE 14 SEP.'93 REVISION NO. DATE BY MODEL I -Z- 4 - 1 = C • D in I x in Sx in r x in 1y in S y in r. in AREA in L8020 .075 .. 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 LB035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 L8C35 .075 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 L8F354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 $711,Joa1eo 3- PnN LMT ,SeAcz f US Sew M A fir- F 4c 42 Ic ea 4S Ics: Comp. Fes• C&,47 a010 duo getelt rJ s or'1 P,; i 571 12 -9'IP m.mFN7 CA-PAC In( 1 Mk. 11 Clop w Fr = 44 kss' COLUMN MAT AST*'1 A •10 Ge 5c) /Aim F So ks~ Liwro Fa : 6,5 ks,' Pim DsMNEt a 11152 p.� Aar • n D_l 4• o. o 9 2 2 I LJs „4& 141 F : 0,4- Ff r-bR F.' n1A a,A1- /two Vs •rN d 1474 F = 1.0 FA. Pit CoL0641 ma re¢, a•� P 5, +C-Att n, : .00221 K o.4i4 I.6 &J (1i /32,) xa,ov. GS _ 1 . 13641€4,)C cJ LM 3o (t : 0,/en”) ( .t o ./ t 6,S _ 2,3 P o. SG iL ,-NO PP 0.014 MIL 011A : 1.43.4.7s 0.8,x 2.7S ,o9& x0.7S- /o. 1g Jo,JFx /3 = 13.57 k ork4 F s S 1cti.' (r t+-1 ) Brat � 15 ex (mot t' r, U /37- ) (0.o i) -. :s ri 1,42k 3c 4? 1 s ( e'.tos)Or) = I, 99 k 1. O i' C.:0/- 444 S A7: LM 3 � N MA : (/.4z//.‘ : / /.8 1.r4 / 02 CMS CF 6 7 m = 13,5-7 k" L n/ 30 ( r: 4 a .- 4 S 7,LDGS . fJ TrlO C. 4C /_3=) Pit C OLUMN SECTION PROPERTIES PREPARED BY P.S.Tzngey DRAWING NO. R -2 DATE 16 JAN.'92 REVISION NO. DATE BY A 15APR'93 PST MODEL } C .L C 8 in X in I in S in r in Iy in Sy in ry in AREA in LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM 20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 ' 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20 ' 0 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/ 15 ' 10 0 75 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 LM30 /20 ' 1 °075 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 LM30/30 ' 1 °? 0 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 1_ J H � .87 INN LM 17-.53 PRIMARY COLUMN PUNCHED .75 H 1 X BACK-UP COLUMN UNPUNCHED B r x ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION I J� PUBLIC WORKS COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL APPROVED C:ROUTE -F Permit Co�'&irto( C.op PLAN REVIEW / ROUTING SLIP D97 -0264 FUJI TRU COLOR DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 8/12/97 NOT COMPLETE TUES /TTIURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERIMNATION: E 113EVENTION P ING DIVISION El WRAL PERMIT COORDINATOR op APPROVED W/ CONDITIONS DATE t 1 APPROVED Ti APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) fl DATE REVIEWERS INITIAL DATE DATE 8/08/97 NOT APPLICABLE Q DUE DATE 8/26/97' (Certification of occupancy requited. ) 1 DUE DATE NOT APPROVED (attach comments) 0 COMMENTS • ROUTED BY STAFF REVIEWERS INITIAL, REVIEWERS INITIAL APPROVED REVIEWERS INITIAL_ C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DEPARTMENT: BUILDING DIVISION • — PUBLIC WORKS I I D97 -0264 PROJECT NAME FUJI TRU COLOR CORRECTION DETERMINATION: FIRE PREVENTION STRUCTURAL DETERMINATIO OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE NOT APPLICABLE TUES /TH'CJRS ROUTING: PLEASE ROUTE C (If routed by staff, make copy to master file & enter Sierra.) 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED ( APPROVED WI CONDITIONS APPROVED W/ CONDITIONS NO FURTHER REVIEW REQUIRED C DATE I2 /-{ DATE O 19 17 DATE DATE 8/08/97 PLANNING DIVISION lJ PERMIT COORDINATOR DUE DATE 8/12/97 DUE DATE 8/26/97' NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Cerdi c xioa of occupancy required. ) .1t4 .vtrth M•: N.`aa: [Jt:.ip!hAY1YiYT5 .a•Xlfv;vH t;:Y.i*rift^:,i•.rtYn Mi. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS • TUES /TJJX RS ROUTE TG: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTI NS: (ten days) RUEDATE 8/26/97 APPROVED n APPROVED / CONDITIONS ® NOT ' PROVED (attach comments) REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP D97 -0264 FUJI TRU COLOR FIRE PREVENTION ■ PLANNING DIVISION• STRUCTURAL E PERMIT COORDINATOR Q NOT COMPLETE (9 • DATE iN97 DATE DATE 8/08/97 DUE DATE 8/12/97 NOT APPLICABLE NO FURTHER REVIEW REQUIRED DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) VS+tt 4�•aY�'. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE COMMENTS • REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0264 FUJI TRU COLOR t DETERMINATION OF COMPLETENESS: (T,Th) TUES /TETJRS ROUTL 'G: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIALS ---- -. APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED REVIEWERS IM'TIAL C:ROUTE -F FIRE PREVENTION n PLANNING DIVISION II STRUCTURAL E PERMIT COORDINATOR Q NOT COMPLETE E NOT APPLICABLE APPROVED W/ CONDITIONS DATE / 1-7-11 7 DATE DATE DATE 8/08/97 DUE DATE 8/1.2/97 DUE DATE 8/26/97' NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Cerdficzaou of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS i D97 -0264 FUJI TRU COLOR DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /TM RS ROUTIi NG: PLEASE ROUTE REVIEWERS INITIAL REVIEWERS INITIAL NOT COMPLETE CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION PLANNING DIVISION" U STRUCTURAL PERMIT COORDINATOR Q ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 9 4 0 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8/12/97 NOT APPLICABLE IS+. DATE 8/08/97 NO FURTHER REVIEW REQUIRED" DUE DATE 8/26/97' APPROVED n APPROVED W/ CONDTTIONS C NOT APPROVED (attach comments) E DATE 1 APPROVED W/ CONDITIONS DATE DUE DATE NOT APPROVED (attach comments) 0 (C:rtificadoa of occupancy required. City of Tukwila Fire Department 'Ru Q i a q. Fire Department Review Control # o q, _ o 1.O (.4 Re: Rack at Dear Sir: - TN Cc)Ian 7 P ndo \'r Pk L The attached set of building plans have been reviewed by The Fire.Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. 'Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, .3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) John W Rants, Mayor Thomas P. Keefe, Fin? Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the'Tukwila Fire Prevention Bureau for further information. 6. Depending on the classification of the commodity being stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, ,idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Thomas P. Keefe, Fire Chief This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Yours truly; Tukwila Fire Prevention Bureau City of o Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Ftre Chief TFD. file ncd • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone :: (206) 575.4404 • Fax (206) 5754439 eat of Libor & Indultries crew Registration Section Roe 44450 mriis WA 91501-4450 REGISTRATION V ERIFIC ATIO (311) 902-5226 TEMPORARY (360) 902-5221 Contractor: Your CertifiCate of Registration will be sent from the Olympia office and should be received within 2'to 3 weeks. Please keep this record until you receive your Certificate of Registration. cr six aping Thank 90% -036-090 tegiltration verification .2-95 a I�� I I 8� ELECTRIC P ELECTRIC PAhE57 / �. � 1 23 Ir a• Dl we TEST PORT w92T. t. DOOR K' P.JSn, C RTM. 01,0S, SIDE PRICING AND SHIPPING AREA El 9 z . OPINS P.s snc GOTRAIN 40K/PAGKA61N6 1OI KI� Y1/2800 FILM GUTTER AGKA61N6 ❑140K1 1 2800 FILM GVTTER ''UU 40 AGKAPAN6 2 ❑ I4oK I — m�A N800 FILM C ER - AGKA61N6 �p 1,./2800 FI M GUTTER SPLICER STNTRA 350 SPLICER STNTRA 350 SPLICER 10 PAIL I6HT SPLICER TRANSFORMER PANELS AREA PRE INSPECTION ROOM ROLL PAPER PROCESSOR RP 108 G.^ :t='RESSoR ROOM • i2f 906D RS DOO G.G. MAINTENANCE ROOM (213061 D eet Descrip Ion FLOOR PLAN Tr i J 3 !I - L fl 1 - ' iC 12 nI l urn' . ...a Flan su`; :: • _.,_..., and omissions L.'.. pla (oS not authorize the violation ct aeopted code or onsana le eft 01 =Amt. copy of approved FILE COPY �pE FUJI TruCo I o 110 ANDOVER PARK E TUKWILA, WASHINSTOI\ FLOOR FLAN SCALE I/8" = 1' CITY OI TU11W11A LM 20 - +4" 'PEEp u?RIUU tPro NORTH SOUTH r 96 5' mAxmeurvl LOA-o /5 2400 LES p� L - vc-L peg i 564 " , PA"e • TiE - De3•; 5Mau SE kftLrZ kw w* 6.c13 4tE %2 x 44 Mcoa-J J1TA 2/2 enn542rnhd 2 c 1 4 p5t /54.5a Pc - e 5p & Cikc - VA/SPEcT04 /S /kT /1EG4i/(CD , RECEIVED clTV of Tul<wltn PERMIT CENTER client I\ c ;774_1 G t LI fir. FUJI TruGolor TTO ANDOVER PARK E. TUKWILA, WASHINSTON Project FUJI TruGolor 170 ANDOVER PARK E. TUKWILA, WASH. drown by • JRS check by LSB scale dote AS SHOWN 6- 25 -0 discipline Job number T1 -F4 Sheet Number — 0E—, 0 0 MAXIMUM PERMISSABLE LOADING # MAXIMUM LOAD PER LEVEL # MAXIMUM TOTAL LOAD PER BAY WARNING! Thou *armlets. an for undamaged racking. Domed. n iuws Rank Capadtg Repair or replace domagod oovnponeute Met mot enetallalien to designed and constructed N accordance wino Me Rack Yoruyradunn hldituto Spoon 1085 and 0 0 3 3/4 NOTES RACK DESIGNED AND FABRICATED PER 1. 1994 UNIFORM BUILDING CODE — CHAPTER 22 DIVISION VI SECTION 2231 — SEISMIC ZONE 3. 2. A.N.S.I. MH 16.1 — 1990 (RACK MANUFACTURERS INSTITUTE — SPONSOR). 3. CITY OF LOS ANGELES APPROVED FABRICATOR LICENSE #01244. 4. WELDED PER A.W.S. D 1.3 BY WELDERS CERTIFIED PER AWS STANDARDS WITH L.M.T. FULL TIME AWS CERTIFIED WELDING INSPECTOR. 5. WELD WIRE USED IS .045'DIA CERTIFIED BY CWB TO AWS A5.18 (ER70S -3) AND AWS A5.17 (EM1310. 6. RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE VERTICAL OF 1 INCH IN 10 FEET OF HEIGHT. RACKS SHALL NOT OBSTRUCT EXIT DOORS, PATHS TO EXITS AND EXIT ILLUMINATIONS, GENERAL NOTES 14GA ASTM A570 GR50 ROW SPACER DETAIL p97- o'2104 1/2 DIA 4 HOLES 7/16 UNC x 1'LG HEX HD BOLT 1 NUT 1 9/161 LOAD CAPACITY SIGN PERMANENTLY MOUNTED ON RACK 50 sq. In. MINIMUM SIZE LOAD PLAQUE BASE 2 REQD 3 1/2 Li 5 —+ -- 45 BRACKET ASSEMBLY BEAM SECTION .075 THK. ASTM A570 GR50 LBF354-090 0 COLUMN 2 REQD 45 BASE PLATE TO COLUMN DETAIL BEAM ASSEMBLY .531 SQUARE LM20114GA ASTM A570 GR50 FRAME COLUMN DETAIL 1/8 45 45 I-- 7 LM20- 192 -44 w 3/8 x 4 x 7 FOOTPLATE FRAME ASSEMBLY 1/2 -8 TYP 2 3/4 1/8 DIAGONAL 4 READ r— STRUT 5 REQD TYP BPS20 BASE PLATE BEAM & COLUMN ASSEMBLY r 1 5/8 �— �— 3 1/4 CROSS STAKE '- BRACKET 7 GA 3 PLACES LOCK } +.015 } +.005 .406- ,343 i DIA + DIA .34 BEAM BRACKET ANCHOR BOLT l 1/2' DIA WEDGE ANCHOR PEI TWO ANCHORS.REQ CONCRETE SLAB STRENuTH 1 2500 SOIL BEARING 1 1500 PSF ANCHOR. DE CITY Or" TUI4'!IL'•. APPROVED 8L9 f r Tr -;f1-; ASTM A570 GR36 --.686 ± LENGTH SEE FRAME ASSY STRUT & DIAGONAL DETAIL 0 STUD --, / j90 BEAM BRACKET ASSEMBLY 19/32 DIA 2 HOLES 3/4 . - 5 1/2 3/16 N 1 1/2 3/16 P' 2 3/4 BASE, 3/8 THK A36 MILD STEEL BPS20 BASE PLATE 1 11 /1///,I " woo, C1010 COLD HEAD QUALITY 14GA ASTM A570 GR45 CROSS STAKE 2,020 ,625 0 +.000 I +.000 DIA .296 —,005 ,245 — DIA ! DIA .188 ± .156 1 1/2 PIN SPRING .030 C1075 SPRING STEEL HARDENED TO RC44 -48 SPRING LOCK ASSEMBLY 3 /8 N I.C.B.O. 4627. UIRED'PER COLUMN. PSI TAIL N0. STUD 1 3 3/4 2 1 /2 EMBEDMENT w wt rarw 1®.so us aeera es am 1 nwr a rnraoe emu carver awmlw. reoewa Ala • arum a e[ anO1nX® a E Rp1palVial�IaI�NI�1M�aMl MVO ND NT RE Y f YO10 1a11lIIanIE M GOMM NNW IV NM INK (2) COPMVRITED 1095 •1 1 I NONE m .na n u BEAM SAFETY LOCK PIN CERTIFICATION FOR RACK MANUFACTURED BY LODI METAL TECH ONLY AND INSTALLED IN THE CONFIGURATION(S) SHOWN M. H MnmO Pr 0. DSRES 7/14/VI: kAT 7-1 LA , P E. , 5 E. CERTIFICATION REVISION BY — FUTI 772NCO G6/C _ PALLET RACK STRUCTURAL DETAILS S -4.DWG DATE LODI METAL TECH, INC. ii,larE0 125 ±.005 .06 2.030 .562 01006 COLD HEAD QUALITY 34 DIA R OFTLK CITY OF TL KWILA PERMIT CENTER IIMM 00