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HomeMy WebLinkAboutPermit D2000-327 - OAK MILL - LOADING DOCKOAK MILL 240 ANDOVER PARK WEST D2000-327 9 City of Tukwila Contractor License Nor. RASBUI *062K4 Permit Center Authorized Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0070 Address: 240 ANDOVER PK W Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: ....0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Signature: Print Name: Permit No: Status: Issued: Expires: Streams: Date: End Time: Fill: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D2000 -327 ISSUED 10/02/2000 03/31/2001 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED East: .0 West: .0 OCCUPANT OAK MILL Phone: 240 ANDOVER PK W, TUKWILA, WA 98188 OWNER .. THE SEATTLE FUR EXCHANGE, INC. Phone 206- 246 -7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 CONTACT ".. KEN KINCAID Phone: 425- 864 -1263 1045 12 AV NW, ISSAQUAH WA 98027 CONTRACTOR R A S BUILDERS INC Phone: 425 - 837 -9765 1275 12 AV NW, SUITE 5 -A, ISSAQUAH, WA 98027 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TRUCK LOADING DOCK. ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *` Construction Valuation: S 10,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: K Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N . No: Size(in) .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: _ Landscape Irrigation: N Moving Oversized Load : N Start Time: End Time: . y Side Sewer: N ._. No: Sewer_ Main Extension: N Private: n Public: n Storm Drainage: N Street Use: N Water Main Extension: N. Private: n Public: n ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 L*****************************************'************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date: l 21 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 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. „Ai tYM�n.arrkvtevw7k. nwlaturvvog W1°'+"'"%" �Nnm. wm• r. nscn. rt! n�+.+ me�r+•... .p+.�o....s+�.v�'n^x.+anxwaRwny .n•4�MMa1!9 r4 2 00 w= J F N U. w0 a. Q co =C: �w z = 1- 0 z LLI D o co 0 1- w ' H U u.. 0 w Z U N O z CITY OF TUKWILA Permit No: D2000 -327 Address: 240 ANDOVER PK W Suite: Tenant: Type: DEVPERM Parcel #: 022310 -0070 k*; l••**A*• k *k ** **** ** * *•k *** *k** **** * *•k*** kk**** k• k** ***k *•k * ****k * **** * **k Permit Conditions: 1. * ** BUILDING DEPARTMENT CONDITIONS *'k* 2. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. When special inspection is required either the owne architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first bUilding inspection. Copies of all special reports :shall be submitted to the Building Division' in a- timely manner: Reports shall contain address, 'project name, ; permit number and type of inspection being performed. . The special inspector . submit a final signed report stating whether the work requiring special inspection was'•, to the best of the inspector's . knowledge, in conformance with ' approved plans and specifications and the applicable workmanship Provisions of ' the UBC All construction to be done:` in conformance with approved . plans and :requirements ot , the Uniform Building Code (1997 , ;as amended, Uniform Mechanical Code (1997 Edition and Washington State Energy Code (1,997 Edition). . Notify the, City of ;Tukwi l a ; B u i l d i n g ' D i v i s i o n prior to placing an concrete: This procedure is in addition to requirements for special inspection. Validity, of Permit. The issuance of a permit. or approval plans;, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ` of the jurisdiction No permit presuming to give authority to violate or cancel the provisions of this Status: ISSUED Apulied: 10/02/2000 Issued: 10/02/2000 code shall be valid Electrical shall be obtained- through the Washington State Division of Labor and. Industries and all electrical work will be :•inspected by that agency` (248-6630). All permits, inspection records, and approved plans shall he available at the`Job -site prior to the start of any con - struction These documents are to be maintained and avail- able until final inspection approval is` granted. ' 10. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 11. All structural welding shall be done by W.A.B.O, certified welders and special inspected (UBC - Sec. 306(a)5). 12. ** *FIRE DEPARTMENT CONDITIONS *** 13. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions I`hereby certify that I ; have read these „conditions and w i l l comply with them as out.1 ined. "All„ provisions of law and ordinances governing this work. /will .b,e complied with, _,whether specified herein' or. not. The grantingof this permit ;. does;: not presume to give authority to violate or cancel the prov.isionss "of any other work or local laws regulating`, construction or the performance of work. Print Name: ` t3 " C. - - - 7E:1 /l d } Date: /oD-- c=9 0.21 and under overhangs greater than four feet. wide. (NFPA 13- 4- 5.5.3.1) (Sprinkler protecton required beneath canopy.) 15. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation 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 "recorgni zed by the City of Tukwi la, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 16. Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 17 Any overlooked hazardous condition and/or violation of the adopted Fire or Bu;iiding Codes does not imply approval of such condition :. or violation- 1 8 THESE PLANS WERE REVIEWED BY INSPECTOR 511. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575-4407. w... .:.v...:.v..•.�.u1 H.- G:ti:.. w...w+�4:�u. �:atY.. i::J�:+.in� lr1.l- wr:Awy:uLtoo4 I-w wr U• U wo W= co w; : w 0 ; u. J - d 1- w: � ; 1- a z 1-: UJ 0 U CY io N ` w W u. 0 • z U H = z ' Project Name/Tenant: •--7 Existing use: Retail ❑ Restaurant / El Multi-family ❑ Warehouse ❑ Hospital Y P ❑ Church El Manufacturing El Motel /Hotel El Office ❑ School /College /University El Other Value of C. tr cti • Will there be a change of use? C no Site Ad. ress: G c0 : do v,.._,- �? ,- e State/ ip: e. . . .. Tax • a c- I t tit) DO 1 • Pro. - rty Owner: ep /_t__ Will there be storage of flammable /combustible hazardous material in the building? El yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Phone: Street Address; City fate /Zip: Fax #: ` Cont `rg S Le / /r 'r . Phone: 4�-� g3 7 Street /A617. /a7� r gt ate /Zip: /2 71/ �ve A/6 7 St /Z 7 Fax #: 5 3 Ar Phone: Street Address: �c c City Stale/: go 41-K ,,0 Fax #: ,a r ()23'3 i,< � ,1/ Engineer: Ole-- Y'703 ,f0 Phone: Street Address: City State /Zip: Fax #: Contact Pgrson: /�Y1 �te�iCr� P � /7b Street 2dbr f /27141 /7f/L 1?- i5 I , * t S C1 'd �:� Fax` ZS �� � � % l� Sr Description of work to be done: / < ' /0 C- / O ' . Existing use: Retail ❑ Restaurant / El Multi-family ❑ Warehouse ❑ Hospital Y P ❑ Church El Manufacturing El Motel /Hotel El Office ❑ School /College /University El Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital El Church ❑ Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? C no If yes, extent of change: (Attach additional sheet if necessary) , ❑ e �yes Will there be rack storage? aces El , L'_1 rn-os� Existing fire protection features : .� sprinklers LJ automatic fire alarm El none ❑ other (specify) Building Square Feet: =� _ •.. �e g Area of Construction: (sq. ft.) 75 //‘'e Will there be storage of flammable /combustible hazardous material in the building? El yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU WILA Permit Center 6300 Soutlhcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date application accepted: CTPERMIT.DOC 1/29/97 Date ar lication expires: 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 mail or facsimile. APPLICANTREQUEST:FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING : (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public El Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous El Flood Control Zone ❑ Hauling Schedule: 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 shal be extended more than once. A In taken by: (initials) PLEASE SIGN BACK OF APPLICATION FOR . Z ~ W 00 (.0 = w J u_¢ F w Z 1-- Z uj U O N O 1- Ww H • 0 u - O W Z = 0 Z ALL COMMERCIA L/MUL TI I LY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS BE SUBMITTED WITH THE FOL • ING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED El ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbin fixtures (Form H -13). Business Declaration required (Form H -10). g 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 collectio j location and area calculations (change of use only) 6. Location and scrdening 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 nr 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 Work. 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. g ❑ El 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). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. El ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King Count Department of Public Health prior to submitting for building permit application. The Department of y 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 nptarized letter from the property owner authorizing the agent to submit this permit appiicatiop:and !? obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I DAVE 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING W ER 0 , YTHGRlZ D AGENT: ex/ ':w• - /J Address /0 44— /74? / 4vC /' CTPERMIT.DOC 1 /29/97 Phone: Date: 1 Fax #: City /State /Zip z ~ w tY 2 0 0 c W t— w 2 g< co w H = z� w� U • u) V) O I— wW I— w z U= O 1 " z t L, ;: tit * * ** * *' * * * * ** * * * * ** * * * ** ** k*'*** *`4 * ** * * * ** *k* * * * * * * ** * * * * * * * ** * C TRANSM11 CITY OF TUICi't1LA. WA [ *** *k * **** 4*** * * * ** ** * **** * ** ** * *** ** * *** **hit*** * *: * ** *fie * ***h *** s , . 9 J.2 .81 . 12/20/00 13 :45 TRANSMIT Number: R_80Q410 Amount': Payment Method CHECK(, Notation: R A S BUILDERS In• it: U1_H' Permit No: CD2000 -327 'Type: DEVPERM DEVELOPMENT PERMIT. Parcel No: 022310-0070 Site , Address: 240 ANDOVER PK W Total Fees; 303.56 This Payment 125.81 Total ALL Pmts: 303.56 Is Hal ance: .00 ********** 4.*********************.* * * * * * * * * * ** * * * * * * * * * * * * * *** , Acc .:Code ` Description Amount 1 000/.3.22.:100 BUILDING - .NONRES 121..31 000/3B4.904 STATE BUILDING SURCHARGE 4.50 "� - - -. - - -.. 0955 12/26 9719 TOTAL 125.81 { r. n-r ^rr.. -�— r i n r •m•-y - * i y k {.v r ` , Fr. •�': JiG. nk, xaip� e.� r '4...'val2k:r+as�vi. ktr uN.:r6:iy:11l `Ok ., .F,� ir5rfyh�.Ci}.Yh. J•�:L•:Gif :P. kA * *Ak *A*'A**;4,4 * *k*i' *k*e .$ .•4 *,1•A A* ** *'ho*eth44,*hA4.* f 1f.' c ITY UI: 'rUK l.II.fa, NA t ) ` - - * ? ( - TRANSMIT tv44 :4.4 1 ;. *'k* ** ***$1 *Alit* ** * • S*** *�\* *A.**AA *•�1 *d:k* * * *k* TRANSMIT' Number: A:980036? tamokur►ta 59.t44 15x27 ,. P ym nt ME.thod° CNIECK Nutiat iurl Ur BANK 1. r► j t 7 1 E1 PErnI it No C'2000 Typ t1Cl!PERM DEVELOPMENT PERMIT .l'ai'c+? "t Wcr. 022310 -0070 1 a t'e addr'e 2 4,0, t►NUOV'EIt P1f W Tot Fees: ..This' I'.,yrr!erct. 59.94 Tcft ;al. ALL 'Pmts: 17".i5 .13x1 ace: 12.5.631 ._,,_k LiAarask#oi•e414* *k *fir *4dc: +' *,4ketk* AIfICYUnt 59. Acrcrurrt Cod e 1 >Gsr.,ri pt ion • 000/322.100 11UILD :NG - 1' ONRES 6492 10/03 9710 TOTAL 826.00 y r r `" ? ti ' ^n'v,�rCi'i'1 +1f �k ?•rf �> i; %e•\I.o4, o.NfraY• F t l'w r ,�ii.. •, 73j'{ tGireN+ jrM1:.' a' P. In: 1Fl. � .".SfF..v:t \'t7�A1i,T:�:1il:/'AA fish! "i.t�V'}iL -4 wY�e�rlil.eeh�ri rFW.`..' tYrltsaF.;' J�� :iurt^UiS�.�ra:efr..+�tF +,S'i .�4:...1 ,. {...�1', rvt. : �• 14[`' AA) .}'r•tY Yk % v1' u4_ :. rk�wuldl•.. ttls .+a'F;FVA v' i ry , k a• *Q k *4* * #. *kA Ic * •hid* CITY O TUKW:ILA, WA Reprinted: 10/02/00 1'3:24 TRANSMIT .tt• *o44..�k.)4 0...*1* *.. ** *k *h* fir * *st k A# k# k * *A4- ttkit #•a4* *4 *4- tx7l *k *ki ki,* *' *:kk i : , 1.7 . t3) 1.0.,02/()0 1 ' 1•R.A14914I:T l4urber'.n R98003 7 (ma+tnt: t lrt tt „ 52 r > =s. �.- Payment; M� #,Ftad� CtIECK 1`lgtr�i:It►rt.� 115 ,t(�N6: t _ 1'eritit .Nth;, D2000-f.427 Type: D VRL.P.M REVELOP'ME:N PERMIT a�+ PRzrc. l 14 0 A 022310 Site .Address: 240 r " "11NUOVE.R 1'K W Cnt 4 1 yr ?5: 3()`,3 . 117�f1i. ' 1.1.,7.51 Tr;ta I ; 'Al..L t-Irits �1. This Payment 13,.i "I ance u 185.: 5 *-A** * # *h *4* *A*•* * *hook *k * *•A.-Adt.5* *- k* -A *** k ** **4. *•kd** ** #i* *atdh$ *.+##* Amonnt peri�itiit: Gatle Descr ipGian I 1 ., B ,000/345 .830 PL.I•IN CHECK 1101 -IR »5 �. � 1 '71! 1 c j w 1 'ttu ( ;(� :f. • 111.1ttit � f?:92 10/03 9710 TOTAL 026.00 Vii �r� y "' { ?'• •::5�.''nir v ;�:3w k+G, a S t'.el INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 9818 Project Mail Address: '040 Avv-lAvek Special instructions: COMMENTS: INSPECTION RECE1 Retain a copy with permit ype spection: Date c /511 S 01 Date w _ nted: L Requester: Phone: 1 Receipt No: Date: DLC�O -�i PERMIT NO. (206)431 -k67 a.m. p.m. Approved per applicable codes. E Corrections required prior to approval. / L i J � Date: I ��(S„�� r Inspector: 1 0 $47.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I re 41 ' U O c o; W O g :3 u. Q co 3 Z - . O Z I UJ = W 0; U Z a INSPECTION REC Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project() " Address: 29 0 Special instructions: Type of Inspection• S xra� Date called: Lj - 1.5-GIB Date wanted: a.m. LS - C) j p.m. Requester: Phone: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: (+ff -I vut (efi }ter - n� kloi V t n S OPC'Ie l c i, eve t' S p 1 1 rj \ — ) A-k r rCm^C tt � J + S P r * tt &\ r \ - \ t i n 1'03t+(V r'i1 -c1‘nf 1 Inspector: ` ` wiz- Date: 5.— 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: i s M d,'"!. + r�� �'"�`— ? y tip•,: µ ����:�.w�'4k!tiSC ,Cur +n.: ; r .�. �' .. irwr.'. K. t��+.;%tkY. .{."L:,..�:�.s �� &; µw Frctt3x sZA l+ dtl L: rx: w}. u1: 4I .,d#�1.hdrn!r:'tiLl1 "tllisi`i W D '' V ! U 0 ;: cQ tL F- w 0 LL Q. = CJ I— W 'z �{ I-0 Z F— LU tu 0 N Q I— w w Z, j_ ` o f z. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 T . of Inspec 'on: na PERMIT NO. (206)431 -36 Approved per applicable codes. gCorrections required prior to approval. ector: ` $47.00 REINSPECTION FEE REQUIRED. Prior r to inspection, schedule reins fee n ust be paid at 6300 Southcenter Blvd., Suite 100. ,Date: Receipt No: :uak 'Yaa:M45�uitk�'. cx U O' W W ID IL. W O g a Z � I 0' Z W U ca D =V — Z: U • ` 0 Z INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project:0 M ! • / / Address y0 pi 0 Date an d: /9 1 Requ gP.A..2/ Type ofjr,spection: h rka-f Date coifed:, ,�(p0 (a.m p.m. Phone: Special instructions: him P —7 om . o. t Approved per applicable codes. �, s- c : +� PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: ko. / 4- GHQ $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. 1 Receipt No: Date: wtwaQ 4 14 P +" ' ` ., s, ect ori: ' :MP A dove ` / i Dat• called: i/ i /00 Specia structions: J (G-. ? 0 p�, h! 1Qnsenie.nelti Date wanted: vf q , a.m. Requester: p� (� i Phone: 4 2 .• - g44 - 2- g79 Approved per applicable codes. INSPECTION REtJRD Retain a c with permit INSPECTION NO. `� CITY OF TUKWIIA BUILDING DIVISION 6300 $QuthtienXQrl3I Tul�wlf �V�jA 98188 DR (206)431 -3670 Corrections required prior to approval. COMMENTS: 0756 6 6, ' ro- Date / PERMIT. NO. El $47.0 EINSPECTIc FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: d • .ate ; • kral, ,3d`shit(�r'fn ti9'3f"s•'.` -Wv tcb4bi�Ci. "e..u�i2i.i"..4'1+F 3aY•?add'vk�e'�4:iii �Y+ d_ - ,w ^�AZ'� '1411'10 • n .'nr. t,.,'.7,tsleti,4 , 4A; i .. Mr. Brent Carter Benner /Stange & Associates 5000 SW Meadows Rd., Suite 430 Lake Oswego, OR 97035 •Consulting Engineers November 10, 2000 RE: South Center Canopy Addition Tukwila, WA Dear Brent: IN COMPLETE Attached please find calculations, sheets 1 through 3, and plans and details, sheets D1 through D8, which verify the structural adequacy of the canopy addition. Design is based on the requirements of the 1997 Uniform Building code. If you have any questions or need further information, please call me. RECEIVED CITY OF TUKWILA Sincerely, PERMIT CENTER Sean T. Blaire, P.E. Attachments ISBIbd1200572- calc- 11.10-0O.doc] 111 S W Film Avenue. Suite 2500 Portland, OR 97204 -3628 1503) 22 Fax (503) 1277980 Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix co -32.1 Consulting Engineers Portland. Oregon Clo><8.2 C6 R 8,2. 4 1 \ 1 ` 1 6 9 Y (FRAMIt fil.‘"- .5 tewp bt)so = tkor, 1, .1 1 , . r , , 1 r 3.o'• it Mh.>< = .5$ K\P r� G1 mg,a ' •►t to l° cAarlt..EVE(l, L 2(12): ZO, N > L fM P : . 11 1,4 IZO 12-0 1 Ff Qrol►x >. • 05 DJ £ GENTE/t SP4 J t_ = 14(1z) - , 7Q r, 1 >.o5,.., 240 240 Wso • 1601I4 1)s, = 15 /LP VI MAX. = , `} q AO Fr ' -o , Protect 4 70v.1H tr6wrE location "ru y-14.1 11-A t W P Cent LP,.= 20(4) = 80v1.>: Wt.- - 25 ('1) = 1co , pot Wr6'1eD0QL �b =N1 = 358,12) 4., orb = `x•'27 d ... 0 2:.c5" Fb : ,¢T(, -) S 4.35 F6 c /•3f P-IL Fb:z3.7 Ks BY STS Date 10.31•od Revised Dote F6, Fr F6 = • 41(3G) Fb =.23 Kt �. Sheet No. 1 Job No. ?. RECEIVED CITY OF TUKWILA of 3 PERMIT CENTER s 2.1.0 F6 = 3.6 trg c Fb = 7 ( 4.001) 00� 6 'r co W W: J '1 W Ol _ _ H W i-0; Z H' , O N1 0 IF; W WI 0 ; W Z r U 0 Portland. Oregon CAAJoP? FRAMNco Consulting Engineers K9v F . M A><. = ..E) J= r = .03 ,.J e t_ENTERseAt. 1 4 _ 1102) = .55 Zoo 240 Protect %OAT Ge N�L. fL Location 114 YV O V = Z t (z 4S) S Op W 25 (2.9) =G5 pc-5 W / /.3 Pt-F av ST(a> Dote 10.1. 00 Revised Date 1 "A' Z.Z ( , 1. 8 I fb: 3. co Itso < Ft, = 23 7 ks, Sheet No. 2 Job No. 2.o o Gj 2 RECEIVED CITY OF TUKWILA PERMIT CENTER - M = 4.8 <i2) s /7./ J e s t : . < fb : 2 3.7 , s t. 600D Portland Oregon Consulting Engineers CAJIopY - LA reRAL Fp = a ,z 1. 5 1 1:1 7 9 Fp = 2.5 (. 3ro' (r.o) ( t '� (t? t - .0 1 C2r.)� fp ' '8W a F °.87 W = . G 3(WW (WoRgiAJG sTr2 E.. 1 'ASE Ft. ►� = 2 = 5.3 Proloct e7ctr tAT e.g. location -R Client 1;!, 5/S. vJ = go (Z 3-4 f- So) = 56 so /6 FP = .63(56so): 357 /6 5,178 -' 1/93 /6Ve_ot. = B azv FT Its = 1Cgo J Sc.rxx = 1 = l ot F6 .6()(i.35) ‘39.EQ = Nl P6 ./5(S6)(1. By 61E3 Date 10i ' CO Revised Date Sheet No. Job No. Zao572. RECEIVED CITY OF TUKWILA PERMIT CENTER Recz - 3.4iN' • tASE 5 "4' pipe S =5.41,43 'weak = 1..4/ 4r.1 t 1.71 /4 ++ aSa 4:Y4' • Portland. Oregon Barn Consulting Engineers (E) C.MIA Protect ‘" C€4.11'62- Location "T LA,,,e.t...31 Lb, Client 4" SLAB 01.a cAuSt w/ 44 el(0" oc.. A. V.) As( e c of SL A•12, Dote Revised Dote Sheet No. D Job No. 2o072. RECEIVED CITY OF TUKWILA PERMIT CENTER :z COO UJIr (9 uLl u i 0: „, 1 .7. z — _ R ILI La: 0 1— ui '11 .111J i■ '0 'Z ) (1I94 Poctiond. Oregon Consulting Engineers Prefect Locolion Olen! I By Dole Revised Dale r4 Pot e 16"0.0 Le- , 2 Sheet No, TD 2 Job No. RECEIVED CITY OF TUKWILA PERMIT CENTER 1....0001W voyg. • Portland Oregon En II Consulting Engineers rrofect Location Client BY Dote Revised Dote Sheet No. D3 Job No. FILL, tJ/ GoaC.- ' /4- a i e r. 6 ( yEGTIon1 A -A Co" rr1 7 PlpE COLUNd i eeF P44iJ It 3 /4x IO>"0 W/ c4) '/ x`i A 1414 1 ° 1 2. eo 3 TIES a 12 "0.4. (4) i f ( o '/ - r. EDVE o Con1G. FouND4.rionl TYP Conte S r &/mot RECEIVED CITY OF'TUKWILA PERMIT CENTER • Portland. Oregon Consulting Engineers erciect 7 O W I Nre.2. Location Client ■IF.,9,& BY Date 16 t• 0 Revised Dote Sheet m Job No. p4 2..ereS72. G04.6.2 car„..e.. i. c.1 RECEIVED CITY OF TUKWILA PERMIT CENTER It4Otc,A.T6S SPA.1-1 o%Q.E.cstiorJ Piz" zo GA D(P1I. &cc DeCA Portland. Oregon Enril Consulting Engineers rraect Wootton Client f1>`rau lzpof DEcK- C6„ By Dote Revised Dote Sheet No. DS Job No. RECEIVED CITY OF TUKWILA PERMIT CENTER MB Consulting Engineers Portland, Oregon Project Location Ctent By Date Revised Dote Sheet No. Job No. Ac. ' io scQr -ol e tz. io.L le oa, efmr ti— r WF leff p4ba RECEIVED fz.F TUKWILA PERMIT CENTER Portland. Oregon Consulting Engineers Protect Location Client By Date Revised e Sheet No. 1)7 Job No. RECEIVED PIPE col. izEF /ftlIX)OF TUKWILA PERMIT CENTER • Portlond. Oregon Consulting Engineers ' 4xo' - (.0/ (2) 74* X025 Sc P o '-cs • MID ism. /1'. r'ro ect locution Client By Dote Revised Dote r5SUA puv-) Sheet No. Job No. D $ RECEIVED CITY OF TUKWILA PERMIT CENTER r I -- X 1 1111111 EFFREY A. BENNER STATE OF V ASSENSTrM AREA No. 1 NI-N EIPRINICLERED 51,719 SF. m SOUTH t 14M STREET (STRANDER BOULEVARD) a o rn m i< z m 1 m 33 PROPOSED COVERED LOADING 232 S.F. AREA No. 2 NI-N ErRINKLERED 33,78 SF. al BENNER STANGE ASSOCIATES 5000 SW MEADOWS, STE 430 LAKE OSWEGO, OR 97035 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ (0 Z©oo i REGISTERED ECT JEF REY A. BENNER STA E (FF WASHINGTON 5315 BUILDING CODE A. PROJECT LOCATION: SOUTH CENTER REDEVELOPMENT TUKWILA, WASHINGTON B. 1991 EDITION UNIFORM BUILDING CODE WASHINGTON AMENDMENTS C. CONSTRUCTION TYPE: III - NONRATED : FULLY SPRINKLERED. D. OCCUPANCY GROUP: M (RETAIL) E. ZONE CLASSIFICATION: - F. SEISMIC ZONE: 3 (1991 USG CHAPTER 23 FIG. 23 -2) G. MAXIMUM ALLOWABLE AREA: TABLE 5 -B (USG) AREA No. 1 BASIC ALLOWABLE: (SECTION 505) 3 -SIDE YARDS 12,000 S.F. 412,000 S.F. FULLY SPRINKLERED 3 x 24,000 S.F. TOTAL ALLOWABLE AREA TOTAL ACTUAL AREA AREA No. 2 BASIC ALLOWABLE: (SECTION 505) 2 -SIDE YARDS 6,000 SF. + 12,000 S.F. FULLY SPRINKLERED 3 x 15,000 SF. TOTAL ALLOWABLE AREA TOTAL ACTUAL AREA PROPOSED COVERED LOADING PROPOSED AREA 12,000 SF. a 24,000 S.F. ▪ 12 ,000 SF. 12,000 SF. 33,936 SF. 12,000 SF. • 15,000 SF. • 54,000 SF. 54,000 SF. 51,119 SF. 232 SF. BENNER STANGE ASSOCIATES 5000 SW MEADOWS, STE 430 LAKE OSWEGO, OR 97035 gbVvM - Wit= 4 144 .4, • 118/TC a Map-A - • - I - 114184 • 8*** (o 1.1) 4.1: CO Pt r ) 1 1 : 4 •••••• 9 1 8 1 MOT A pART) m k tit :Ajotag___ 60TAP1 COMM nor. or, • rum FLOOR "r 1 P- 1 • 81221215C2L— ...... 101 SP. • 1 8. 1 V, 1 1 '1 ___ MONT Tr 11.1108 OE • HMI FLOOR 141.1. • ITRIVAtirtref rem N•IA• P. • WM. OP 1 PLR A PAN • ()WM) O FLOOR PLAN (FOR REFERENCE ONLY) SCAM.. • 10 CATIM AMA r 1 - - 1 1••••• 1 1 1 1 1 1 1 11111 11,1 1 1 Ili 1 'T" 1 1 11111 r1rT 1 01 (141 17 SCOPI CP (NOT A PART) PLANT L liNSTS0 OM ILAN ad INISCNIS 81818 AR • PLAN ROM I tOYAL Mal PLO01111 MIA • SAW OP. • 4 • r .777 •:•••■ sct, " j11,.. ,t10141...4.40 t : • . Cal. corg .0 ■••• 1 1 1 1 1 1 1 1 1 • It trt SOUTH 164th STREET (STRANDER BOULEVARD) A JOB $111 ACCOMA O. CONTACT rasa. C. mammal co SMPOSID SCON• P. 001171. L comuciab P. 811Cl4'CGre • 9. te!..19... .L.Wit, 'P 1, 4,44 3349 .4 I •■•-• I I A tr ty r.." AA .) BUILDING DATA: MA! GENEF 4 POSINAMI NM v P. a00,11111PAMIKAIlit SE JOS PPM 10 IN " P1 TO 0141f ALCM AM .56.16"T OM A AST O ILLNE. MAPAIT0 NM Tau la:10, 4•041•11 INT.INS 1 P" Sse i :INS ) 4. 01: "4 001 COINLACTOR TO 'OLP VIM /U. & ISMIPI A ..011111:: IMMO COMMA I. ,,,, , ,,,,, Ano “,..........D............ ' "wcs.'PIN C. HO A.TARAMIS TO IMAM WIC scurron OR DAMMAM TM A PATININICK D. HO A3.TIMATIC•111 TO ONTM SUSINC/A. OR • PLAN INA ALL MA P11101 "* L ■47 A.1110.41101 TO Mena PPS ISIOISNLA A AL 0101INIS to : P.M4 TIN U4Se rilAIICI ANM6 OMA7 11101018P NULTY COMPC0811011 080 11011 ANNA AIL AM MN slo I .0 011110 . 10 . 17 . /PP Pa* UM 00.11141 OT*Nol NOT 0 MA Will .1 111? ""D STANNA MOCIATIS mons= ,... • IL 01111 MIMI NM SP MOON IMP. SITS MI L AM ONN10. P01.01 MS TALI NM MINALN Mu (1100 blade* • • Al IIMANAtun • MINA NM *a f. T 4 4T W RIO RP. • M L �N R��O�AM� M M. MNAIOA(OAOM MA •0. • TOTAL OP PROIM - 1 -1 MDT A PART • DORM) ACUiiJ -1 .... _. 61 W.a u1ro l >_A N�++„•,F�'• 1 •:•,.1,,;, • 'CLJ h11 p_ y . .. p...w* asi i • I 1 ' 1 _ I i IA . I - . ' 1 I I ' 1 I"• tin 1. 1-_L 1 2 ; _. r 1 �, r 1 I I ; 1 ,A 11 i ; Ln t I 1 I � I I 1 00 1 I +L Ca 4Y .w. Me J � 1( 1 1 1 I I I 1 1 1 1 I I I L • 1 1 ■ 1 1 1 I I I 1 1 1 I 1 1 1 1 1 I I 1 LJ LJ l_ 1 I II I 1- I I 1 I li "`I I I -'H _Ir r 1 1 i i 1 L' 1 1 v /fit 1 1 1 I 1.- 1 1 1 I 1 1 I 1'; 1 1 1 1 1 1 1 - 1 R 1 1 I 1 1 I I 1 — —a O FLOOR PLAN (FOR REFERENCE ONLY) -a- — — — It tt•/ I. a Lo CereW1 in MLA I1OI MP. II I 1.„1, I 1 1 1 1 1 I 1 I I 1 I__ 1 I R NOT A PAW TLNANT'C LAMING Em MATH MM RITQO ••1 IA • RAN ROAM 1 10TAL NAH MOOR II AREA • MAW M. OCIRC MN MA' •6IY N[ A J41 MI AMOUR IL CONTACT MOOR C. CLOONO1 O1 PIICIPOSIID MOM* 0. DOiM L CONTRACTOR P. ARCNITMCR yr' •C R14 —•'A— •Prd BUILDING DATA: •. CC •/ A MY ROOMS PAM RLT 1l .4tIMMt6TOl Moo TONY ALI:OR Y PlIALTT C P RIO IA. AYDIN It M1LL1Ylt M•RAOTON 10004 TEL. (An 4104000 1100.11•• PAN. MALI 41416•141 I try Pt RIOINCT DR ANNUM Y�MI ALLUVIAL R•MRIDTOI LOO. lit. *OW AD.1000 D(1.1LM PAN. PIRM•0•51• TO OR CRTMRRMO O6111I MTARR A•COCIATI* ARCNIIICM Pt 0000 LAM � MAO. 01171 OIOOCH AIM A10 TEA (I03/i1O-0O14 PAN. (NMI •1O-0O111 t rn A. MA1M6 MAD • CONIRACTAM TO TOLL HMPT ALL OIOTI6 4001110* 6 NO •LTMYTIOU TO O•TMO I MLOMO. MNALA7. C. NO ALTOtATIOM TO O1R116 WAG ROIRLC CO OMTRDMTION O. NO AL1M41OT6 TO MOT U) ELECTRICAL OR LOOMS L NO ALT1RATIO0 TO 114AT10 PIM PRORCINM I ti � O —Y. 3 STREET (STRANDER BOULEVARD) GENERAL NOTES l =MACRO MML NWT ALL C OIMDAb AID COOIIOM OI M O t AD DI Toll WI1 P IM DO OMOI?MALL loin w TOM HAM TOCOSO. 1 ILL rtl1R.t1 AO MTAp.DCP WILL CoOOM MI All MLR AO LOCK AIMIOCTOML MPG COOP RMRRATOR. & M AAR RR AMR RR iM MORECT 4 moo MAMTT MARR• OM!1001*. 1100 OR COINIAL'I1R ROLL 01104 MOLL AO Roam AL $011T CO2O AO DULL rMALT RMMO0Mll1Pa COPMIIIO TO ALL LOUT. MIL APO TMOMRK WRIT Alp WAN 001100000. LAM NO 1/10101000 l PIIMYA RIB OOI 1010 tM NORM MY R M MR R RO CIMI. MR MID MMCI*R01R0 COMRCTCR PRD.IC APORAMM NM REM. R•nuA MI AIO RATIO O11041 POO INNACI 10 ILL POROOORR O OIM • •OIMR MO RAM MTM�1Mf VS NAMIMD =I SO NO IPPADWD IT ha Pw IIATINU LMIADIU _MVMRVR MR PANRI MWEOLAKNRCT. AM MAR NCR TO NtMLATILIO ROMP* ♦ ALL CIIROR O P= O MID OM II.MORRT.OMM• 01100000E 10101 t ROARS 110000 AT ALL PLTR%O APO 6TPIYI RO.00 RMA11MO IMP AO AT 001101 001111 601\ A 1110 INIDICT RIAL CORTYM ALL ADA TMWAfRI 11 OM MO0 TO APP•O.m RAW WRNS M MAP& CO 111 OTT O COMA MMIOIR PANOIRRI L IIMITAMD Ct M PROAICt 1118 000010 I.L PNMMI O 114100104 n •A rice MOLARS TO MLMO AND M ARPOCIC• KR RPM11=GIRO K ALL MOO IPROATINT WARM. ISOM MVAR R PPM. • KL NON 11IMLA104 101001 • IARAR PR/T. • FLYING. NVAC N 1LIC0CA. 10 IR COON • MR./. 0 > - J CC W W 0 F 0 U) BENNER STANGE ASSOCIATES ARCHITICTO, P.C. 5000 OW. IEACCM8 (10. NATE UM CeMoO. W l 00 PM (000) 0 MMRTR.MTMI6RR PROPOSED PLAN ONLY G+wsu a,, +aRa lxiaa� ill,rf.ro. atia L4/&/.' k r;:A „i?AA L ;s s , C ' co ol co W J 'AA W 0 ; ga . 1_ zZ L 0 W I— W W F Z — V LI: ▪ z ui U O F ”; z r , v i i T ► ► r Y Y OP! WTI 1011 fill II 1111F h AP 8 0 0000 00000 00 m 0 rm 8 5 z m m z D z 41 41111 4 4 N g `g 1 5 9 A.50, i• &470. 4%„ 5 , 4 *), 11 ›. j ) NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 SOUTH CENTER REDEVELOPMENT TUKWLA, WASHINGTON REGENCY REALTY Dz000 3Z7 4 • • raw l�Al1. i ii li i. i i •. MP. N11 _ _• P ' 7 1). art O LOADING • DING DOCK DETAIL •4 •.a O 8 CANOPY DETAIL .ce4 r • r -r lull CH . • •• Vol Yv . .P ILO r•■ • 1 DeM1. - O COLUMN FOOTING DETAIL O LEDGER DETAIL saw. r w.yi'tnft� s, .. w..y.t ,,r., »�v.:,....,1 .r a:.t r. ✓�S4 1.1 Me. ft It WM NIX 1.. • t.m POO.10 e• .1 NI MOM I. ▪ A& l &1d01111.M If�l Y.1ill1101FUR 1. DIM&lora Mon At wt COMM ® CANOPY C .D48 r . r•r , L r MAY m a iI a � 21 I 1 5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS, DUE TO THE QUALITY OF THE DOCUMENT. TUKWLA, WASHINGTON REGENCY REALTY D2OcO327 SOUTH CENTER REDEVELOPMENT 4 April 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Bed Bath & Beyond Loading Dock & Canopy (Awning) 'Permit`Numlier 'D2000 -327., Address: 400 Strander Blvd. Job Number: 00 -538 This is a revision to the final report dated 13 February 2001, now including the canopy. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Epoxy grouting 4. Structural steel erection/welds Please Note: Inspections at loading dock (permit number D2000 -327) have been included in the Bed Bath and Beyond project (permit number D2000 -204). Sincerely, OTC' 'O ROSENAU & ASSOCIATES, INC. 4., e44ViLe- ne L. Parvi Report Manager JLP /jp EMCIA6ureL cc: Market Contractors fax c: R.A.S. Builders APR 1 ; ; rj C OMMUNITY D EVELOPMENT OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory - .aw.....anwerMKONMtSWAIRPWMtkta.kantoneo YlR s•Ts a. 4-dmam nwor rk:•n1.ti.FtAJi'a 'd' 1.iWt '' "Aahrlauilatur 5..i:d.+i✓`i•L >'is�.*c;.S • $ « }1:i1 a .h'ttM:?.i tii Y. v�.vw.;a11Y.. OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Websitei w ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited ory 13 February 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Bed Bath & Beyond Loading Dock Address: 400 Strander Blvd. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete* 3. Epoxy grouting *Not all concrete breaks have occurred, but in each case the required strength has been met. Remaining concrete test results will be sent to you. Please Note: Inspections at loading dock (permit number D2000 -327) have been included in the Bed Bath and Beyond project (permit number D2000 -204). Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Jeanne L. Pary Report Manager JLP /jp Enclosures cc: Market Contractors fax c: RES RECEIVED FEB 14 2001 DEVELOPMENT 2 g J' U. N 3: d o Oi Z w a ;ON 0 t— ;.. = tiL V , j P w Z U) P. Job Number: I 00 -538 I Report Number: I cos 1 t ermrt Numoer: I 1.7 .qcoo — .5 3 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at I Wall and slab for dock NE corner Job Number: I 00 -538 I Report Number: I cos 1 t ermrt Numoer: I 1.7 .qcoo — .5 3 Test Date Project: Bed Bath & Beyond Architect Address: 400 Strander Blvd., Southcenter Engineer. Client: Market Contractors Contractor. Market Contractors Date: 1 -24-01 Inspector R. Hardy Inspected the resteel and placement at I Wall and slab for dock NE corner 1 -31-01 Resteel is grade I 60 I , as specified, from Cascade Placement Data I Batch Weights Supplier: Cadman Cement (sack/type/lbs.): I /II 517# W/C Ratio: Mix Number. 551020 Sand (lbs.): 1371# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1015# % 4 oz AEA Total Yards Placed: 11 Aggregate (size/lbs.): 944# % Placed Via: chute Aggregate (size/lbs.): ASTM C 78 Vibrated: Yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /dal): 260# Sample Data -Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 1 3 V: 53 47° 265 191811 Cast Samples: Compressive Cast Samples: - - Flexural Weather: Overcast to rain Slum • Range: 14" ± 1" Date Samples Picked Up: 1 -25-01 Comments I f.wnfearma I v 1 flnws Net Cenfenn I Specimen Number Test Date Field Cure Age (Days) Size (In.) • ••• • •∎rvv•• Area (Sq.ln.) • Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -31-01 7 6x12 28.32 30.23# 125,740 4440 ASTM C39 X • ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform _ • r 0, 10 ROSENAU & ASSJCIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US . Fax:(206) 723.2221 . Website: www.ottorosenau.com WBE W2F5913684 ' WABO Registered Agency ' A2LA Accredited Laboratory CONCRETE REPORT Reviewed by: ,t /j' P 'lf' .0 •ZLt This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1!kpx'.' 'i4?` 4' Y1 s , `•- •n•?II•W EArrte'xM•ftirt >„wma•.«,wKwaa; ,axvr+.wWaX041 ao 14•••••02. yc wt m, Job Number: I 00 -538 I Report Number: I uuo 1 Perm um r. Owner x Contractor x Architect x Building Dept. x Engineer Inspector. R. Bogle Job Number: I 00 -538 I Report Number: I uuo 1 Perm um r. L • P Bed Bath & Beyond Architect: Address: 400 Strander Blvd., Southcenter Engineer: Client: Market Contractors Contractor. Market Contractors Date: 1 -19-01 Inspector. R. Bogle Inspected the resteel and placement at I Truck loading dock footings at NE corner of existing building. Rebar as per approved plans Resteel is grade I 60 I as specified, from Birmingham , Placement Data Batch Weights Supplier: Cadman Cement (sacktype/lbs.): I /II 400# W/C Ratio: Mix Number: 501080 Sand (lbs.): 1469# Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1140#'/: Total Yards Placed: 5 Aggregate ( size/lbs.): 304#'/: Placed Via: chute Aggregate (size/lbs.): 456# 'h" Vibrated: Yes Fly Ash (lbs.) 70# Required psi (f c): 3000 Water (lbs. /gal): 270# Sample Data .Yards ' Slump Air . Content Concrete Temp Ambient 'Temp Truck : No...: Ticket ,.,. No. Cast Samples: 1-4 5 5" 70° 41° 221 190898 Cast Samples: Cast Samples: Weather: I Clearing Slump Range: 1 s• Date Samples Picked Up: I 1 -22 -01 Comments „ ' I cnnfnnns 1 x I Does Not Conform I 0', 10 ROSENAU & ASS,JCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS i t N be ' I y� � o0 - *Mr Specimen Number 1 2 Test Date 1 -26 -01 2 -12 -01 Field Cure Age (Days) 7 24 Size (In.) 6x12 6x12 Area (Sq.ln.) 28.32 28.29 Weight 29.60# 28.58# Max Load (Lbs.) 72,730 118,230 Strength (Psi) 2570 4180 Conforms I Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform X X • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Reviewed by: .J."t ( ••ws . rorgym�rs•w�ns: rFr. swr. n nmer.nw®y„mm ce W 3=: 00 cD 0 W = J �! N u, W 2 c d : H =. Z I— 0 Z I— de v � 0 (12 , 0 1— ai —0 ti• Z ' 5-- ` . O z Inspector and Date Darren Reid 1 -22-01 • 0-1 - - - - -- - - . - - ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 001 Inspection Performed: Reinforced Concrete Project: Oak Mill Furniture Permit Number: Address: 400 Strander Blvd., Tukwila Job Number: Client: RS Builders Architect: Contractor. RS Builders Engineer: Inspection Results 00-632 On site for reinforced concrete at 7:00AM contractor not on site. Left at 8:00AM and contractor still not on site. Reviewed by: RECEIVED FEB 1 4 2001 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1. Owner Contractor Architect Building Dept. Engineer Inspector and Date Darren Reid 1 -22-01 • 0-1 - - - - -- - - . - - ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Report Number: 001 Inspection Performed: Reinforced Concrete Project: Oak Mill Furniture Permit Number: Address: 400 Strander Blvd., Tukwila Job Number: Client: RS Builders Architect: Contractor. RS Builders Engineer: Inspection Results 00-632 On site for reinforced concrete at 7:00AM contractor not on site. Left at 8:00AM and contractor still not on site. Reviewed by: RECEIVED FEB 1 4 2001 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 1. x Project Manager IXIXIX Contractor Architect Building Dept. x Engineer Regency Report Number: 013 Inspection Performed: Project: Address: Client: Contractor: Inspector and Date N. Plouffe 3 -22 -01 • Structural Steel Erection/Welds Bed Bath & Beyond 400 Strander Blvd., Southcenter Market Contractor's Market Contractors This report is to follow up previous report stating that I needed drawings faxed to office in order to approve work done on Bed Bath Beyond at rear loading dock canopy. Returned to site to follow up on previous report. Weldirg and fabrrcation match fax sent to me from KPFF from 2- 22 -01, Ried Jensen with RAS Builders. Work c `Ref. this report with previous steel inspection by N. Plouffe for this location. 0 10 ROSENAU & ASSJCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT 4 1 R CE W ED "�. „x.,�•••• ' APR - 3 2001 Permit Number: "--i COMMUNITY Job Number: 00-538 DEVELOPMENT Architect: Engineer: Inspection Results Reviewed by KPFF This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproducti is report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Ix 2 • Ui 0 0 t) 0 tu w o.; 2 1 = d ' • Z 1-: w Ill' . m; 0: 0 u • I- V( u.. O' LL Z; H z 1 Project Mgmt 1 Contractor Address: 400 Strander Blvd., Tukwila Architect 1 Building Dept. 1 Engineer 1 Regency Job Number: I 00 -538 I Report Number: I 010 I hermit Numoer: I . , ucuuu- acrk, - Test Date Project: Bed Bath & Beyond (Oak Mill) Architect: Address: 400 Strander Blvd., Tukwila Engineer: KPFF Client: Market Contractors Contractor: RAS Builders Date: 22 February 2001 Inspector: R. Hardy Inspected the resteel and placement at I panel and column retrofit at grid G & 1, reference details 8 /S1. 3 -1 -01 Resteel is grade j 60/420 I as specified, from Birmingham and Mexico. , Placement Data Batch Wsl jhts Supplier: Cadman Cement (sack/type/lbs.): I /II 600# ASTM C39 _ W /C Ratio: Mix Number: 743098 Sand (lbs.): 11:06# Admixtures (specify) Max Slump Allowed: 8" Aggregate (size/lbs.): 1900# 3/8" blue fibermesh Total Yards Placed: 3 Aggregate (size/lbs.): 21 oz. HRWR Placed Via: Bucket Aggregate (size/lbs.): 56 oz. MRWR Vibrated: Yes Fly Ash (lbs.): 100# 2 oz. AEA Required psi (f c): 3000 Water (lbs. /g 275# 28.82# 137,600 Sampling and Casting of Samples (ASTM C 172, C 311C 192) Yards Slump C 143 Air % C 23ti Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 2 4'/." 62 °F 46 °F 102 198317 Cast Samples: Compressive X Cast Samples: Flexural Weather: I Clear Slump Range: I 7" +/- Date Samples Picked Up: 1 2-23 -01 Comments 1 n...a....... 1 Y I Musa 61n4 Cnnferm I Specimen Number Test Date Field Cure Age (Days) Size (In.) ...... .•..v..r.-. Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -1 -01 7 6x12 28.32 28.74# 108,960 3850 ASTM C39 X 2 3 -22 -01 28 6x12 28.26 28.61# 131,830 4660 ASTM C 78 3 3 -22 -01 28 6x12 28.26 28.82# 137,600 4870 ASTM C 109/109M 4* Compressive X Flexural I -- Conforms''. I x '' Does Not Conform *Discarded • 0, TO ROSENAU & ASSJCIATES Construction Inspection & Material Testing ,. 1 V E 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorb efiau.c 20 01 WBEW2F5913684• WABO Registered Agency •A2LA Accredited Laborator % O Wi UNI°rY C1 VELOPMENT CONCRETE REPORT Reviewed by This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 ,..ve.:i,.i.- ...�1 ,wWfA rva !'.sA!.467V'�r5w.s2rvAra elov+r.w.i..y Z w ' 6 00 CO 0 CO w J =; 1.- 0) u- w O g a :, N d 1— 1.1 Z I— O Z F- 0 O - 0 1- w w ` I ` O ~' z v � w Owner x Contractor x Architect x Building Dept. x Engineer o ro ROSENAU & ASSJCIATES, INC. P -5 L - 7 Job Number: I 00 -538 Project: Bed Bath & Beyond Address: 400 Strander Blvd., Southcenter Client: Market Contractors Date: 1 -24-01 Resteel is grade I 60 I , as specified, from Placement Data Supplier: Cadman Mix Number: 551020 Max Slump Allowed: 5" Total Yards Placed: 11 Placed Via: chute Vibrated: Yes Required psi (Pc): 3000 Sample Data Cast Samples: Cast Samples: Cast Samples: 1-4 Weather: I Overcast to rain Date Samples Picked Up: I 1 -25-01 I Report Number: 1 009 I Permit Number: I .Yards 1 Architect: Engineer: Contractor: Market Contractors Inspector: R. Hardy Inspected the resteel and placement at I Wall and slab for dock NE corner Cascade Batch Weights Cement (sack/type lbs.): I /il 517# Sand (lbs.): 1371# 1015# %" Aggregate (size/lbs.): Aggregate (size/lbs.): 944# %" Aggregate (size/lbs.): Fly Ash (lbs.): Water (lbs. /gal): 260# Slump 3 3 /4" Air Content Concrete Temp 53° W/C Ratio: Admixtures (specify) 4 oz AEA Ambient • :Temp 47° Truck No. 265 Ticket No. 191811 Slump Range: 14" t 1" Comments 1 Conforms I x 1 Does Not Conform Specimen Number 1 2 3 4 Test Date 1 -31 -01 2 -21 -01 2 -21 -01 2 -21 -01 Field Cure Age (Days) 7 28 28 28 Size (In.) 6x12 6x12 6x12 6x12 Area (Sq.ln.) 28.32 28.30 28.30 28.30 Weight 30.23# 30.32# 30.25# 30.10# Max Load (Lbs.) 125,740 154,360 160,240 156,60 Strength (psi) 4440 5450 5660 5530 Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Conforms 1 x Does Not Conform. X X • Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 ' Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 ' Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency ' A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 MAR 1'3 ?.00 COMMUINItTY DEVE%_UPMEht . Z w W ='. J U' 0 0 0 ';: co W2 J 1 N LL u1 H ; O N = I— - u- 0 U - ; 0 z 1 Project Mgmt VMH Contractor Test Date Architect I Building Dept. 1 Engineer Regency IC,I RCOULI0 Specimen Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with X Number 1 3 -1 -01 7 6x12 28.32 28.74# 108,960 3850 C39 78 ASTM C ASTM C 109/109M X Compressive Flexural I Conforms I Does Not Conform • 01 TO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: I 00 -538 I Report Number: I 010 I Permit Number: I f D2000 -327 Architect: Project: Bed Bath & Beyond (Oak Mill) Address: 400 Strander Blvd., Tukwila Engineer: KPFF RAS Builders Client: Market Contractors Contractor: Date: . 22 February 2001 Inspector: R. Hardy Inspected the resteel and placement at I panel and column retrofit at grid G & 1, reference details 8 /S1. Resteel is grade 1 60/420 1 , as specified, from Birmingham and Mexico. • Placement Data Supplier: Cadman Mix Number: 743098 Max Slump Allowed: 8" Total Yards Placed: 3 Placed Via: Bucket Vibrated: Yes Required psi (f'c): 3000 Sampling and Casting of Samples (ASTM C 172, C 31 /C 192) 1-4 Cast Samples: Cast Samples: Cast Samples: Weather: 1 Clear Date Samples Picked Up: 12 -23 -01 Cement (sack/type/lbs.): I/I I 600# 1096# Sand (lbs.): Aggregate (size/lbs.): 1900# 3/8" Aggregate (size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.): 100# 275# Water (lbs. /gal): Slump 1 Air % 1 Conc. Temp C 143 C 231 C 1064 62 °F Yards 2 Batch Wel;hts W/C Ratio: 4 Admixtures (specify) blue fibermesh 21 oz. HRWR 56 oz. MRWR 2 oz. AEA Ambient Temp 46 °F Truck Ticket No. No. 102 198317 Slump Range: 1 7" +/- Comments I Conforms I X I Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of tnis raper, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 �b!tP��3'4?XFS Reviewed by. „ertcKStanR.7w, „,%. WForwrr!!°m4wCzr ii,, 0TretgfRo ;45•Wfi+rx: I` dAviti :+•TE4to+fm, H W : 6 2 0 0` 00 CO w, J w � H • 0 I--; AU w • tii Z' O Z Consulting Engineers Portland, Oregon Project � O�C C: N 1 C \L CA.V•-UR -`( Location Client gj By STS" Date 0 Z• Revised Date Sheet No. Job No, X572 (E) C.t-kiA KIMA, n ECI kiss I /4 x 7 & CoNT C.A OI"-( Ca r) 4.41 0 tJ. RECEIVE!) CITY OF r im. MAY 152001 PERMIT CENTER - BAS BUILDERS, INC. SEAT i . ... L2r<3x%.,,.sort e 2' -o O, c: (LL-V) C. GAS. 2. eN- o "o.c.- Pr N or D. p 4 i• - \vASy q ' Q:)(0' U 1C C (,), 11 • ei L 9- U { G JF.LT1cJ �� ( � . " ^•. .l1j;ALt: t :' s rt3 s 1.1i5iu3i+LuiitillJ:,oe 1a'a "v:,:.i. .t (1/94) is o0i co O. W W F. W Or • a; = d: ? Z ▪ H' i0 �F . .0 1 • W W' U Z ; 1- Z Protect Consulting Engineers Portland, Oregon Location V) N, Client l itx5)E0 1- q" IA/ (4) v egrikIJS100 Agti4oRS C_Or.)14E RE■I1L CITY C;;; MAY 1 b PEW.. BV Date 02 ;14— CA Revised Date MAY - 9 206 AS BUILDERS, INC. SEATTLE 1 rP ?,;■.,- • - • • ;•-• 0 Sheet No. Job No. ; - (1/94) ' LV3S '3NI 'S83011110 SVtI IOOZ 6 - AVVI B7 U a� } iinun1 �O Aila a3A13a3i: N OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE, QUALITY, OF THE DOCUMENT. 31±1V3S 'OM 'sbocning SV8 100Z 6 — 3 2:131N33.1.13d LOOZ s I Avw hAvini AO A113 133Al2038 1,4 NOTICE IF THE DOCUMENT IN THIS FRAME ieLtS MIS NOTICE IT IS DUE TO ME QUALITY OF THE DOCUMENT. '.._ ---) - - I I 1 --------r--T h if H: ,_. ------+ I I 1 1, 1 , io lx oh , , i i . 1 1 1 1 I ---H, I : , 1 i i II 31±1V3S 'OM 'sbocning SV8 100Z 6 — 3 2:131N33.1.13d LOOZ s I Avw hAvini AO A113 133Al2038 1,4 NOTICE IF THE DOCUMENT IN THIS FRAME ieLtS MIS NOTICE IT IS DUE TO ME QUALITY OF THE DOCUMENT. • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3111V33 ONI 'S113011f19 Svd 4 ItMi1C11 � J till:" 03/M303M r 1 1' 0 6 31.LV3S 'ONI 'S83011 1E1 SVd 3 f v 11w1:13d 100Z g AVW a3A1303a NOTICE: IF THE IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT ,r:�g}• {'.^t -'C', :�,ib1n f ,' )T CR ."q.. rn:*, m. 4 :' tFErm..^TFM1,4777.7 ^;, - 'II t°xt�1 )r*0 tlt+0n RECEIVED rJITY or T' 11(V:11 A MAY 1 5 2001 PERMIT DEN '. ��M October 5, 2000 Ken Kincaid 1045 — 12th Avenue NW Issaquah, WA 98027 RE: Letter of Incomplete Application #1 Development Permit Application Number D2000 -327 Oak Mill 240 Andover Park West Dear Mr. Kincaid: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 2, 2000, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206) 431 -3670, if you have any questions regarding the following: 1. Provide allowable area calculation for entire building. Roof canopy may not be approved if building is over area per Uniform Building Code. 2. Engineer calculations required for canopy. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director Brenda Holt Permit Coordinator encl File: Permit File No. D2000 -327 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor coo`. w J u. . w 0 co I -w z ,z uf Ui D I- = r LIJ .z U Et' z Revision • No.. Date Received Staff Initials Date Issued • " 'Staff Initials - 4 - 01 -. — , Summary of Revision: P - vise.. Loa. % .. ..13 . SIPXV i ce. tit, ,, Por Ot k• - 1 ,: • iD rr rvc . i ' >c 1 lo' . ► I e • 4' , 12' * r'tt Oti • a • ,• Received By: ' k& oola err • s Dor. . Received By: ` , / - f Revision No. Date Received Staff Initials Date Issued Staff .:- Initials ' I I I Summary of Revision: • Summary of Revision: • ,• Received By: Revision No. • .. Date Received Date Issued Staff Initials Date Issued Staff Initials I I I Received By: Summary of Revision: • Received By: Revision Date No. I Received Staff I Initials Date Issued I Staff Initials - - -.. _ - I I Summary of Revision: I I I Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I I I I Summary of Revision: Received By: _ PROJECT NAME: VOS I M 1 �1 Site Address: 2. AncisWer IL w REVISION LOG PERM' I NO:.. Dcft7 Original Issue Date: 12 - -Zd- (please print) (please print) (please print) (please print please print DEPARTMENTS: B tiding Division koto dam Public Works TUES /THURS ROUTING: Please Route Approved �1 RKnun.INlf Srri PERMIT COOR �p� PLAN REVIEW/Ku SLIP ACTIVITY NUMBER: D2000 -327 DATE: 10 -2 -2000 PROJECT NAME OAK MILL SITE ADDRESS: 240 ANDOVER PK W SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues.,Thurs.) Complete ❑ CORRECTION DETERMINATION: Incomplete Structural Review Requjred APPROVALS OR CORRECTIONS: (ten days) • Approved with Conditions n ,► REVIEWER'S INITIALS: Planning Division ,Q Permit Coordinator IL DUE DATE: 10-3-2000 Not Applicable ri Comments: AL .•1b. _..' ./ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 10-31 -2000 Not Approved (attach comments) ri DATE: DUE DATE Approved ❑ Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: re w J U 00, (o ar w w 0 N D i d , z � 0 • z � 2 o` . 0 O— 0 1— w O z r w z ACTIVITY NUMBER: D2000 -327 DATE: 11 -17 - 2000 PROJECT NAME: OAK MILL SITE ADDRESS: 240 ANDOVER PKW SUITE NO: Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil id ng Divisio R Q.i - Pu lic Works .tc p< TUES /THURS ROUTING: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Y'RROUIl.DOC WI Approved with Conditions Fir Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Structural Review Required n Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE: 11 -21 -2000 n REVIEWER'S INITIALS: DATE: DUE DATE 12- 19-2000 Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: F^.FSwYn!malv./WiV. f+' +•• ',..ri. ..*M 4T,, +TASM.K.14. C==g0Z^`e ^•^ ^ -,, •"• , ••watpam v.... z 1- U U O u)o U)111 , J H CO w 0 ! LL a d ' 1- _ z � 0 ` zI- U (3 O N, 111 1- T u iz' U � z ACTIVITY NUMBER: D2000 -327 DATE: 1 -24 -01 PROJECT NAME: OAK MILL SITE ADDRESS: 240 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Egj Fire Prevention n Planning Division I -2-6 Public Works n Structural VILKOUILDOC Lori DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-25 -2001 Complete ro' Incomplete Not Applicable n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PERMIT COORD COPY PLAW/PWRQUTING SLIP Structural Review Required APPROVALS OR. CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: n Permit Coordinator U No further Review Required SUITE NO: n DATE: DUE DATE 2-22-2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: w 00 CD 0 W I J H CO IL w 0 ga � d H= ; z 1 ._ ; z0 u j U m � O , C3 H .: W ; H V `'. - O: I" z , = ; O ~` z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. D ate: ' 1 / 1•4/4 , 0 Response to Incomplete Letter # Response to Correction Letter # El Revision # after Permit is Issued Plan Check/Permit Number: 020 • 32 Project Name: Project Address: Z OinaGIX PAU. 1JE,T• Contact Person: Mo &slim Phone Number: Summary of Revision: Sheet Number(s): • • "Cloud" or highligl: all areas f revision includingldate of re ',won Received at the City of Tukwila Permit Center by: Er Entered in Sierra on RECENED ':ITY or 1 t%"." - NOV 17 2000 pERutiT CENTER 08/30/00 rt w UO cn w w N w O g Q I=- _ z F Z O F tu U o ff w W' Z u. ui Z UN 0 H O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ©1 / /n ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # after Permit is Issued Sheet Number(s): A -1 A-2 A - "Cloud" or highlight all a reas of r evision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on � - 2 ,1 4 " V Plan Check/Permit Number: ) 2-0 CO RECEIVED CITY OF TUKWII A JANZ Project Name: gr ( D2Of t in P -1 Tr MIT CENTER Project Address: 214D )v-P V )4_\ . Contact Person: Ai i .12-- Phone Number: 42-S ' J Summary of Revision: Pzt, i L.o%fl 0 oLy -Try `�E.T?_L? - en4-3 pOccE_ . i gyp& CT W is 1 ► �c�r�1 �� L. 12 yc I 1p‘ • X17 t g-rwo L1 ' 17_ 1 Priv-nnt.1 - 08/30/00 Fire Department Thomas P. Keefe, Fire Chief Dear Sir: City of Tukwila Fire Department Review Control #D2000 -327 (511) Re: Oak Mill - 240 Andover Park West October 5, 2000 Steven M. Mullet, Mayor uj ma The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the 01-f following concerns: W w 1. Sprinkler protection shall be extended to all areas wr- where required, including all enclosed areas, below C) obstructions and under overhangs greater than four feet ui� O . wide. (NFPA 13 -4- 5.5.3.1) H� All new sprinkler systems and all modifications to Z existing sprinkler systems shall have fire department review and approval of drawings prior to installation 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 #1901) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinances #1900 and #1901) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Guy of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Phaat,< .r47. 303 - 762 -9723 RAS ACCTNG DDNUER 418 P01 DEC 13 . 08:51 ^t.11a'�1R' ov LABOR AN1t INDI I'' " 'VES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 : "RASBUI *062K4:11/30/2001 EFFECTIVE, DATE .. 05/24/1994 R A S BUILDERS INC 180 E HAMPDEN AVE STE 201 ENGLEWOOD CO 80110 110.1. h \n.l I) spLq 1%41 .,.u...-- •.•_.. —• REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 RASBUI *062K4 11/30/2001 EFFECTIVE,DATE 05/24/1994 R A S BUILDERS INC 180 , E HAMPDEN .AVE STE 201 ENGLEWOOD CO 80110 ei::nanur 1%.,;10.1 :11 I.)Ll• \R! >IL`'I' UI L. \lit,tlt \:•.t. I`.lil: �'!'IZIGti fleet t: Remove :�ncl Sit:n ldcntilicatic n Placi I!_ In Rillt'ofti 174847 CONTRACT NAME TUKWILA TRUCK DOCK 2.4-0 ANDOVER PARK. WEST TUKtitii L__A WA 98 1 88 DESIGNER DATE JOB NO. WA ECL #FIRESWI 055LW Q.C. INSTALL BY: HOOK COACH sue" ROD "C' CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEIUNG FLANGE SIDE BEAM BRACKET J BOLT SHORT CUP — a FANCIER Leciet4c) M - 1.." ROD TOGGLE NUT POWDER DRIVEN STUD MACHINE THREADED ROD WEDGE ANCHOR n—C - (17 rtR 1 „Fitt y EE , ec-rkoh., Gfrii• SYMBOL ( (' . / 1 1 1 o i I RE MFG DRY I-1 SSW GEM DOCK REFLECTED CANOPY' /4". 1 SPRINKLER I-IEAIDS MODEL SIZE 2 "/AFF TEMP. 55 FINISFI 1 - FEE. PLL* c TOTAL THIS N 0 TE 1) HANG TO 4 . 2) GoZES PE{) 3) SEAL WALL CANOPY CL- ia SHEET M E L - C- - C.-1A, NEL SE 10 NI I " Pc) IZ L NI DED EY GENE RiNL cON 7 NETRATioni S. Without Comments As Noted In Red 0 Per The Attached Letter These plans have been review/ad by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. QUANTITY Date:3/(210/ B ,c_57 MK A A ACCEPTED DATE BY OWN Ek. E o s AE'0\i'E FIEVISIC,N9 DESCRIPTION APPROVALS REQUIRED TUI<CIJILA FIRE DEPT CAENERAL Nomes TUKWILA FIRE DEPARTIVItIll Please call: 575 and give this job 7 and exact address for shut- down or restoration approval. LE FEB 2 7 2ocri 1P 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS PROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER It- ENPONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET . 13. ' 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. B. STRUCTURAL ADEQUACY OE THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILJTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. CONTRACT WITH: R A S BUILDERS ■04-S 12 E NW SUITE F8 I S SA Q tJAH , WA -98027 A REED TEr-ASery 425 - 837- 9765 WA CL #FIRESWI 140B1 FAB BY: 12,000 — 2_7 RECEIVED APR 1 7 2001 BUILDING DEPARTMENT SplVV 0.nel C 1"\ sce(ovvs KIELt) LC)ADIKIC., SYRANOE L\ic). \-• VICINITY MAP ti4 Fire Systems West 30' -0' 30' -0' TRAFFIC SIGNAL II II II I M JI ' 1I n iru — 1 HC NC C' L 2 —GM NOT A PART) TENANT 'A' EXISTING GUITAR CENTER 11511 SF. - MAN FLOOR NEW 1 -1-IR CORRIDOR 821 SF. 149• TENANT'S' 19,356 SE - MAIN FLOOR I. 619 5F. - ( IM A O T N ANA�LOSNG' 20,0IS SF. - TOTAL OF PREMISE (NOT A PART - EXISTING) GRAVEL ALLEY SOUTH 164th STREET (STRANDER BOULEVARD) DODD 37 F a 1 O FLOOR PLAN (FOR REFERENCE ONLY) SCALE: I" • 20' -0" cars, AEA 1*- LOAD.. 1)68 SF 1.--- Pec. Steps Car,c Lm�LLn9 — ITOTAL MA FLOOR N AREA = 84380 5F. D_ OWNER: E CONTRACTOR: F. A.RCHITEC, SCOPE OF WORK 11 11 11 1 11 1 (NOT A PART) TENANT 'C' EXISTING BED BATH and BEYOND 45,418 SF -MAN FLOOR A ILiVET 1 R i7ii aMMINI IMMEIMIEiiiliialiMMEMIWIIMIE [� iin®ii ■�i IEVallaiiiii EMENi•iTE6iR BUILDING DATA: A. .NOB SITE ADDRESS B. CONTACT PERSON: C. DESCRIPTION OF PROPOSED WORK: —5 240 ANDOVER PAR( WEST TUKWILA, WASHINGTON 96188 MONTY ALDER REGENCY REALTY CORPORATION 1300 114th AVENUE SE, SUITE 206 BELLEWE, WASHNGTON 96004 TEL: <4251452-S500 EXT. 1965 FAX: (425) 450 -9144 A EXISTING SPACE - CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. B. NO ALTERATIONS. TO EXISTING BUILDING ENVELOPE. C. NO ALTERATIONS TO EXISTING HVAC EQUIPMENT OR DISTRIBUTION. D. NO ALTERATIONS TO EXISTING ELECTRICAL OR LIGHTING. E NO ALTERATIONS TO EXISTING FIRE PROTECTION REGENCY REALTY CORPORATION 1300 114th AVENUE SE, SUITE 208 BELLEVUE, WASHINGTON 98004 TEL (4151452-S500 EXT. 1•65 FAX: (425) 450-9144 TO BE DETERMINED BENNER STANGE ASSOCIATES ARCHITECTS PC. 5000 SD MEADOWS ROAD, SUITE'. 430 LAKE OSWEGO, OREGON 91035 TEL: (503) 610 -0134 FAX: (S03)610-0235 ■ 1 TO. IL REVISIONNO, 1 GENERAL NOTES L CONTRACTOR SHALL VER, ALL DIMENSIONS', AND . .CONDITIONS - ON. THE DUGS. ROM THE JOB PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT: ANY DISCREPANCY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS MOURNED DUE TO HIS FAILURE TO DO SO. 2. ALL MATERIALS AND WORKMANSHIP SHALL COt WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDING CODES AND REGULATIONS. 3. NEI i HER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR IRMA- TIONS. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVIC183 AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AD FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4_ pj2OVIDE FIRE EXTINGUISHERS WITH REQUIRED S!GNAGE A5 PER,BY FIRE. DEPART- MENT FIELD NSPECTOR DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE IX1F 6I1151-1ER WITH TYFE A)3,C RATING WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OFI E BALDING. 5. FUNS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SFRP! °W SYSTEMS, AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BYTE PRFIRE IOR MARSHALL, TO INSTALLATION BUILDIY GF E DEPAR1MENi, QUIPMENT FIRE SPRINKLER E.INEER ARCHITECT, as TENANT S. ALL DIMENSIONS TO FACE', OF STUD OR MASONRY, UNLESS OTI-E:RUISE NOTED PROVIDE BLOCKING AT ALL PLYWOOD AND GYPSUM BOARD SHEATHING EDGES, AND AT BUTTED SHEET EDGES. THIS PROJECT SHALL COMPLY WITH ALL ADA REQUIREMENTS. ONE SET OF THE APPROVED PLANS BEARNG TFIE STAMPS OF THE CITY OF TUKWiLAIBIILDNG DIVISION MUST BE MAINTAINED CN THE PROJECT SITE THROUGHOUT ALL PHASES OFGONSTRUCTION AND MIDST BE MADE AVAILABLE TO BALDING AND FIRE INSPECTORS FOR REFERS DURING INSPECTION ALL TENANT IMPROVEMENT (WORK WILL REQUIRE SEPARATE PERMIT. ALL SIGN INSTALLATION REQUIRES A SEPARATE PERMIT. PLUMBNG, HvAC and ELECTRICAL TO BE DESIGN - BUILT. D z 5 W 6 0 0 - � W W 0 cc oc W I W U I J 0 PROJECT NO. 201242 DRAWN BY BCC CHECKED BY Fv DATE : SEPT. 21, 2000 REVISION 01- 12-2001 BCC OUNER'S REVISION BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsaa bsaar•ch.com PROPOSED FLOOR PLAN FOR REFERENCE ONLY __ _ xis pocuxe r is'nveaxleniorw 4TA l ixc x wxir cn 1 O DOCK DEMO and FLOOR PLAN SCALE: 1/4" = 1 KEYNOTES - FLOOR PLAN OI EXISTING CONCRETE SLAB ® EXISTING MASONRY WALL ® EXISTING STARIWAY and RAILING TO BE REMOVED. O DOCK BUMPERS NEW. O CANOPY ABOVE /NEW) 12' OVERHANG. ® PREFABRICATED STAIR SYSTEM WITH CONCRETE TREADS (NEW) O BOLLARD (JEW) MATCH EXISTING OB EXISTING STAIRWAY AND BOLLARD TO REMAN OS EXISTING DOOR TO REMAN 0 NEW GUARDRAIL - SEE DETAIL S/A -3 p CONCRETE DOCK SLAB (NEW) FLOOR PLAN NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DW.'aS. AND ON THE JOB F'RIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO SO_ 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDING CODES AND REGULATIONS. 3. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MANTAN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. ALL DIMENSIONS TO FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED. 5. THIS PROJECT. SHALL COMPLY WITH ALL ADA REQUIREMENTS. 5. ONE SET OF THE APPROVED PLANS BEARING THE STAMIAS OF THE CITY OFTUKWILA BUILDING DINSION. BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL PHASES OF CONSTRUCTION AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE NSFECTORS FOR REFERENCE DURING INSPECTION LEGEND - FLOOR PLAN COL. DS EXISTING- DOORS TO REMAIN EXISTING CONCRETE WALL COLUMN DOWNSPOUT O DOCK REFLECTED CANOPY PLAN ti KEYNOTES - CEILING PLAN 0 E4IST15F LIGHTING TO REMAIN Q2 GUTTER AND DOUYJSPOUT INCW O CORR...ATED METAL ROOFING (PEW) • EXISTING WALL 3 O DOCK CANOPY ROOF PLAN SCALE: V4" = 1' -0" O CORRUGATED METAL ROOFING CEET= , 411 01 6...Tta-frGreiz MP`( SUSMR L EFC+B 0 GUTTER. AND DOLLNSPOJT (NEW) METPI- OGEE - RLNE 5U6MR. CALCUF -NG1 FW FNS 54CE TO 0 EXISTING PARAPET KEYNOTES ROOF PLAN ROOF PLAN NOTES A. PANT ALL EXPOSED SHEET METAL NOT SCHEDULED FOR PREFNISH. F- z W 2 a_ 0 J > F - W Z w z Gc az CC 0 W W I- z Ui 0 I F 3 0 CO PROJECT NO. 201242 DRAWN BY BCC CHECKED BY FV DATE SEPT. 21, 7000 REVISION � 01 -17 _2001 BCC OUNER'S RE,Yf510N RECEIVED CRl' OF 'JfiViip 2 G. PERMIT CENTER 0124A -1DWG BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsaCSbsaarch.com D aOCXJ- 111111111 DOCK PLANS A -2 SP / ONIB wRNOUt ITHE�v/Rrt�2�N REF. 1 /55.1 FOR UNDERSLAB REQUIREMENTS I' -S' 3' CUR C) LOADING DOCK DETAIL SCALE: 1" = F -0" CANOPY DETAIL 2 4' SLAB ON GRADE., 4 + Y>' oz. EACH WAY ..CF SLAB • 4 DOU.EL5 x 1 v •4+ 6'oc PERT. •4•Q' HOW . 50fi k t i P PI i L4pl- ill1IQIIJ PIE A gG— , CLR SEE COWAN SCHEDULE f5)•5 EACH WAY O COLUMN FOOTING DETAIL `Z O ` 3 LEDGER DETAIL SCALEI" = I' -0" L 3x3xb CCM e AL ROLF 6_CK FLO s 24' o. 4/10i SCREEN 2. CHANEL BOTH SIDES AT set cam.. SECTION A -A O CANOPY DETAIL SCALE: I" = I' - @•• O 7 DEMO ELEVATION SCALE:IQ" = 1' -0" 8 O PROPOSED ELEVATION SCALE IQ" = 1. -0" CHANNEL REF. FLAP! NOTE, CHANNEL BOTH SIDES AT SRi CCKDITION. O J r CANOPY DETAIL SCALE:1 -W = 1' -0" EXISTING DOCK SEAL TO BE REMOVED ITI III a1F u r EXISTING STAIRWAY TO BE REMOVED EXISTING BOLLARD TO BE REMOVED EXISTING DOCK BUMPERS TO BE REMOVED 0 1 t NA H- Z 5 W 0_ 0 J 6 J W Z W ®= cc UL . g >- c z W W o w 1- Z / LU V F- 0 CO PROJECT NO. 201242 DRAWN BY BCC CHECKED BY FV DATE SEPT. 21, 2000 REVISION A m1- 1z -2mw Bcc OWNER'S REVISION 3 nI1 2 5eo9 1 Ij NU' /' rpr✓T1 RECEI�iED Q�`:� �..• CITY OF TUK . PERMIT CENTER 0124A -3.0. BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670-0235 baaebsaarchcom A -3 _...._._. - —...-- Pi — - ,1 " r cy, - _____- __- ________- __- a 1- -__ -4 __-__-__-_____ __ -_____ __- ____-__-__-__�._ 0.4 U R-,I a (Win Se Z ` line ( pef Plvt - -a i J I 1 I I m 1\ z SCALE: 1" = 20' -0" (NOT A PART) TENANT 'A' EXISTING GUITAR CENTER T19TT SF. - MAIN FLOOR NEW 1 -HI1R_ CORRIDOR 821 SF. M9' - 2' TENANT 'ET 15,356 SF. - MAW FLOOR 619 MN SHARE OF - COMMON AREA LOAD 20015 5F_ - TOTAL OF PREMISE (NOT A PART - EXISTING) pL P, — - I , I I I I I I J SOUTH 164th STREET (STRANDER BOULEVARD) FLOOR PLAN (FOR REFERENCE ONLY) DODD -3a"1 CCMICH AREA LOAD.. 1)68 SP ' L ' L (NOT A PART) TENANT 'C' EXISTING BED BATH and BEYOND 45,478 SF - MAP! FLOOR [ TOTAL MAW FLOOR I AREA = 84380 5F. I I I I I I I I I � T- D. CA NER- E. CONTRACTOR: F. ARCHITECT: SCOPE OF WORK Sack vt Cu = o.i s or r P A JOB SITE ADDRESS: CONTACT PERSON: C. DESCRIPTION OF PROPOSED WORK 32.2 a.L. DRIVE r7 r� 1 LJ care rr.:ra��= <�, ;; Z_J &' I I I 1 BUILDING DATA: 1 LJ Li L - -j 240 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 MONTY ALDER. REGENCY REALTY CORPORATION.. 1300 II4th AVENUE 5E, 51117E 20B BELLEWE, WASHINGTON 98004 TEL: (425) 452 -9500 ExT. 1965 FAX: (425) 450 -9144 REGENCY REALTY CORPORATION 1300 114th AVENUE SE, SUITE 208 BELLEWE, WASHINGTON 9E004 TEL: (425) 452 -5500 EXT. 1965 FAX: (425) 450 -5144 TO BE DETERMINED BENNER STANGE ASSOCIATES ARCHITECTS P.C. 5000 5W MEADOWS ROAD, SUITE 430 LAKE OSWEGO, OREGON 91035 TEL: (503) 610 -0234 FAX: (503) 610 -0235 A EXISTING SPACE - CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. B. NO ALTERATIONS TO EXISTING BUILDING ENVELOPE. G NO ALTERATIONS TO EXISTING 14VAC EQUIFiMENT OR DISTRIBUTION. D. NO ALTERATIONS TO EXISTING ELECTRICAL OR LIGHTING. E_ NO ALTERATIONS TO EXISTING. FIRE PROTECTION. Back of Curb ;< o.s. at P GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDNG CODES AND REGULATIONS. -= pro ✓a.'s are - -- _e or crC:: lancaf pec =i.on of any cicrs copy ,,,pp r ov =_d plans acknwAedeed I. , .1ONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS .1 THE DUGS. AND ON 1IE - JOB PRIOR TO EXECUTION OF ANY ttIORK AND SHALL NOTIFY THE ARCHITECT op ANY DISCREPANCY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS NCURRED DUE TO HIS FAILURE. TO DO 50. 3. Ic NEITHER TI$ CANER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULA- •rIONS T. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. � DEC - 1 2000 Van. tU — O DP+?BiOhl 4. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE AS PER BY FIRE DEPART - MENT FIELD INSPECTOR DURING CONSTRICTION, PROVIDE A PORTABLE FIRE EXTIN- GUISHER WITH TYPE ABF RATS. WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OF THE BUILDNG. 5. PLANS, FOR ALL FIXED FIRE PROTECTION EQUIFMENT SUCH A5 STANDPIPES, SPRNKLER SYSTEMS, AND FIRE NlC ,ARM 'SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL, &➢L DING DEPARTMENT, FIRE SPRINKLER ENGINEER ARCHITECT, AND TENANT FRIOR TO INSTALLATION OF EQUIPMENT b. ALL DIMENSIONS TO FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED PROVIDE BLOCKING .AT ALL PLYWOOD AND GYPSUM BOARD SHEATHING EDGES AND AT BUTTED SHEET EDGES 8. THIS PROJECT SHALL COMPLY WITH ALL ADA REQUIREMENTS. 5. ONE SET OF THE APPROVED PLANS BEARR. THE STAMPS OF THE CITY OF TUKWILA BUILDING DIVISION MUST BE MAINTAINED ON THE PROJECT SITE THROUGHOUT ALL PHASES OF CONSTRICTION AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE INSPECTORS FOR REFERENCE DURING INSPECTION. I NOES SHALL BE MA!)E TO D OF WC 'K WITHOUT PRIG': W CC U Z w m w LL PROJECT NO. 20124. DRAWN BY BCC CHECKED BY= FV DATE: BE,. 21, 2000 REVISION ECEIVED CIN R OF TUKWILA O Ci -_'2ra PERMIT CENTER 0124A- I.DUXs BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsa60 bsaarch.com PROPOSED FLOOR PLAN FOR REFERENCE ONLY A -1 10. ALL TENANT IMPROVEMENT WORK WILL REQUIRE SEPARATE PERMIT. 11. ALL S. INSTALLATION REQUIRES A SEPARATE PERMIT. 11. PLUMBS., HVAC and ELECTRICAL TO BE DESIGN - BUILT. D 2o0() ."- r- aF:�A=POO �:��r sµowo a o.wa TME� nE 12 8 -0' e CI) DOCK DEMO and FLOOR PLAN SCALE: 1/4" • 1 -0" KEYNOTES - FLOOR PLAN OI EXISTING CONCRETE SLAB O EXISTING MASONRY WALL ® EXISTING STAIRWAY acid RAILING TO BE REMOVED. O DOCK BUMPERS NEW. O CANOPY ABOVE MEW) 12' OVERHANG. O P'EFABRICATED STAIR SYSTEM WITH CONCRETE TREADS MEW) OT BOLLARD (NEW) MATCH EXISTING O EXISTING STAIRWAY AND BOLLARD TO REMAIN O EXISTING DOOR TO REMAIN 10 NEW GUARDRAIL - SEE DETAILS/A-3 U CONCRETE DOCK SLAB (NEW) FLOOR PLAN NOTES 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DUGS. AND ON THE JOB PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO 50. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDING CODES AND REGULATIONS. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. ALL DIMENSIONS TO FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED. 5. THIS PROJECT SHALL COMPLY WITH ALL ADO. REQUIREMENTS. A. ONE SET CF THE APPROVED PLANS BEARING THE STAMPS OF THE CITY OF NKWILA BUILDING DIVISION MUST BE MAINTAINED'. ON THE PROJECT SITE THROUGHOUT ALL PHASES OF CONSTRUCTION AND MUST BE MADE AVAILABLE TO. BUILDING AND FIRE INSPECTORS FOR REFERENCE DURING INSPECTION. LEGEND - FLOOR PLAN EXISTING DOORS TO REMAIN EXISTING CONCRETE WALL COL. COLUMN DS DOUNSPOUT C6x82 C6x C6x82 C6x82 Ink XIV O 2 DOCK REFLECTED CANOPY PLAN SCALE= V4" .1 KEYNOTES - CEILING PLAN O EXISTINF LIGHTWG TO RET7AIN O GUTTER AND DOWNSPOUT (NEW) O CORRUGATED METAL ROOFING MEW) O EXISTING WALL 0R, 1 O DOCK CANOPY ROOF PLAN 3 SCALE:1 /4" • 1 -0" KEYNOTES ROOF PLAN O I GORRWATED METAL ROOFING ® GUTTER AND DOWNSPOUT (NEW,. ® , EXISTING PARAPET ROOF PLAN NOTES A PAINT ,L EXPOSED SHEET METAL NOT SCHEDJLED FOR PREFINISH. "JAM" TUKEWA APPROVED DEC - 1 2000 NOILO 94tn� z W 2 0 Ill 0 J z • 5 W 'f II (T) UJ tr Q mm J fe U I 0 cn PROJECT NO. 201242 DRAWN BY BGG CHECKED BY Fs' DATE SEPT. 2T, 2000 REVISION RECEN CfiV OF TUK WILA PERMIT CENTER 0124A -IDU a BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsa9bsearch.com DOCK PLANS A -2