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Permit B93-0259 - SOUTHCENTER MALL - THE LIMITED - TENANT IMPROVEMENT
df k F U RITEL r City of Tukwilt Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 (206) 4313670 BUILDING PERMIT Permit No: B93 -0259 Type: B -BUILD Category: ACOM Address: 315 SOUTHCENTER MALL Location: Parcel #: 262304 -9004 Zoning: Type Const: II -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: KOBELCI106M5 TENANT OWNER CONTACT ALAN JOHN50N CONTRACTOR KOBELIN'.::CONSTR THE LIMITED 315 SOUTHCENTER MALL', ;TUKWiL SOUTHCENTER JOINT VENTURE ATTN JAMES . ::J';;GUDIN, 25425 CENTER R, CLEVELAND OH 44145 Status: ISSUED Issued: 07/30/1993 Expires :01/26/1994 Type of Occupancy:. STORE Slopes: N Sewer: N/A 1 ;88 Phone: 206 285 -1185 220 WES:T11AR.RISON,',, SEATTLE,,,WA "9811941.08 UG.TION ,phone:; :206 487 -2342 19505' ;'GRANNIS• ROAD, BOTHELL``',' WA,,9.8012 *** * * * * * * * * *.ikYkik * *** * *'' *k*4 * * ** *, **'* , * * * * * * * * * *4,* *k14.4,* * * '94 Permit Desc;ri`ption: REPLAC5 FbU.R BAYS` OF EX;ISTIN"GTENSION ONLY ROD BRACING WITH TWO BAYS OF STEEL,. -TUBE BRACING. INSTALL .,NEWF00TI NGS Units: U,O';I Buildings: 001 Fire Protection SPRINKLERED UBC Ed i t�i�on : 1,991 k• * * **•* * * * ** SETBACKS Back Right: '„ Valuation: 30,000100 Tota 1 Permit Fee: `' 473, 93 * * ** *** 4 * * * *4* * * *x * *' **'h C " *.- * * ** *i1�, ** 4. 4(****`** * * * * * * * * * ** *, *•sklr * * *sk * * * ** ** a Permit Ce ,'hter Author zed Signature I hereby certify that I. have read andexami ned `;this; permit and now the same to be ,true and correct. All provision,s of{law and ordinances governing this`; -work will be complied "'with, whether specified herein or not The granting of yth i s permit does',notpr,e,sume '`to give author,i ty' to violate or cancel the prpv- .ns +f any other state or local laws��. °;regulati'ng construction or .efpei�f•rmance of„�work:, „'I am authorized;:;to sign for and obtain this bu din• •ermit. Signatur=. Print Nanie: e a' e.4%e T'i`tle: t..f ?CI' 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 TUKWIL 1 Department of Co,1nunity Development — Permit Cent& 6300 Southcenter Boulevard -.#100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER escU5-- Das PROJECT NAME -The_ LA Pa i -t-eci CONTACTED SITE ADDRESS .3t5 5ot-h unt-Qv- Mall SUITE NO. --`' INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT; BUILDING - initial review 1Z FIRE DATE::::':': ?P.ROVEE op —.7714-7-1 3 to �1 3 (ROUTED) ( / , INIT: U.IREMEN" MENT CONSULTANT: Date Sent - Date Approved FIRE PROTECTION: FIRE DEPT. LETTER DATED: Sprinklers Detectors INSPECTOR: f O PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: O PUBLIC WORKS INIT: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? Yes No t PUBLIC WORKS LETTER DATED: S- E- W- O OTHER BUILDING - final review BUILDING OFFICIAL INIT. _ INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes >4No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: �� 04 CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. 01108/03 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN PERMIT APPLICATION DESCRIPTION`: AMOUNT RCPT:':# RERMIT FEE elK BUILDING SURCHARGE'!: BUILDING PLAN CHECK FEE OTHER: TOTAL' Gil . ; S3f(r ADDRESS ,,Va" SUITE # A108 �Southcenter r[r11ig CenE';r - Tukwila, WA VALUE OF CONSTRUCTION - $ $30,000.00 PROJECT NAME/TENANT Braced Frame Revision - The Limited ASSESSOR ACCOUNT # 11262304900406 (commercial) U Demolition (building) 0 Other: TYPE OF (J New Building U Addition U Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: Replace four bays of existing tension only rod bracing with two bays of steel tube bracing. Install new footings. BUILDING USE (office, warehouse, etc.) Retail shopping center NATURE OF BUSINESS: Retail clothing store WILL THERE BE A CHANGE IN USE? © No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 316, 788 Tenant Space: 8,528 Area of Construction: 1,800 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Southcenter Joint Venture PHONE 216 - 871 -4300 ADDRESS 25425 Center Ridge Road, Cleveland, Ohio ZIP44145 -4122 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARGH}FEGT ENGINEER: Andersen Bjornstad Kane Jacobs, Inc. PHONE 206- 285 -1185 ADDRESS 220 West Harrison Seattle, WA ZIP 98119 -4108 .HEREBYERTIFY:THAT I ;HAVE' READ. AND ;EXAMINED THIS APPLICATION AN BE ;TRUE AND: :CORRECT, AND 1 SAM AUTHORIZE TO APP Y F.OR THIS :: PERI1 SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME Alan C. Johnson, P.E. DATE July 13, 1993 PHONE 206- 285 -1185 ADDRESS 220 West Harrison CITY/ZIP Seattle 98119 -4108 CONTACT PERSON Alan C. Johnson APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. PHONE 206- 285 -1185 DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS ••• Completed.beilding:permii aPplicationlOne:for:eacti:StrUctUre),;;;;;;N: . • . . . . •••••":;;::•.:'"••• -." "'*' Two sets :(2)Of Spoclfications Structural calculations stampod by a Washington State licensed •••••••••• • .•••• •• •• ••••••••:•- '• , . . Solle:rePort: stamped • . ....,•...• ... • .. • .„. . .. , .. Topographicai survey engineer :or architoct Legal doscript,on -- • :. .• • • :,.Working by • , . • • •..•! • • • • . '• . • • • . , • : • • • • •• •• :: • ,••• • • „ . . • . . . • ;•• . •.: "•••ArChitecttital:drawinaS.:::;••::.:.• .. . •• • ••• . • . • ... • • • : • • StrUctural • .; :. • • :"• ••• oneller,:.eri.tire.prOjeCt • " ••• • • - -•::::••• Mochanioal drawings Elevahons Landscape plan civil submittal requlroments : • . RACK ••,STORAGE . . Completed . . ...................................................................................................... • plans which nciudo • Entire space where racks will be located • • 1 all aisles ;:;:„ ••.•:• . • • Tenant sPacie floor plan showing rack storage layout aisles and . • .•• :: • • NOTE:: Include dimensions of racks (height, width and length); aisles . . • BtrUotural;calcuiations stamped by:aWashingtoa State lIce onginaor (rack storago 8' and over) . . . • . . . . . . . . . . . . . . . . RESIDENTIAL COMMERCIAL TENANT IMPROVEMNTS Asses so:Aoc�unt Number..:. Two (2) sets of constructjon plans, whlch lnclude Site pion • Existing and proposed parklng . •:.: . . Of'adjacent.:(cornmon:wa .• tanant ••••. Floor plan of proposed tonant spaoe • Tenant spaco plan with use ot each room tabeIL Exit doors, ogress pattetns :•••• ••••••••,:•••••• •••••••••• • •• •••• • • . • . . Cross sections showing wail construction and meth attachment for floor and celling Structural calculahons stamped by a Washington State liconsed engineer may be requirod it structural work is to bo done (2 sats ."'NOTE:."11 oho- ubin Ott 143!..!'p!r...m., ::••••••.................• • • • • • • • REROOF Assessor Account Number • •••••.: • •••:•••••• • • it:'aii.i?.116:aticiel.' °n . . materiel being lnstallod • •• • • NOTE A coraf,cation Jotter is required pnor to final Inspoction and slgn ••• °ff•• 9(' . . • ANTENNA/SATELLITE application • ted•bUJ!die!fi'Per°1 cj Two (2) sets 01 ptans which inotude Site Plan (showing buliding • and : location • Asosml)e9° • antenna/satellite ................................ ........................................................................................ ng ......................... ....... [1 Detaits ... . . . • engineer may be roqulred . • , . •.• : • NEW SINGLE.FANIILY:DINELLINdS/ADDITIONS.• • • •• .• ••••• . • • :. Li Completed bUilding..perniltaciplicatiort (Orie:•foi-'each:'structure) :-""';',":•••::: :';•••-• •.. ••••••.-....•••••-• : • :•:•• "•-• Legal description Two sots (2) of Working drawings which include . ' . . • jai Foundation pian Include accoss to buI!dlng showing • : • • • • Roof ptan Building pleVatiens••(alivieWs) Buliding cross section Structural framing plans . • Enorgy •••• • •• • • .• •, . . COmPlete.d,Utility'Perinit appllcation • • F] Six .(6):setsof site plaits showing NOrg:::;BUllding'sito plan' and utility alto planmaxbecoinpined.:::.See::::;••••.::,-. porinkappliCatiOn and checklist for:specifie:s0binittai regulrements.,: • Adth'tional topographical and sells information may pe'requiredifunique•.:: 1 1 AMMEINI : • PO iI*14.1.460 441I0i nti .1)c)tFT)J!..11301160tiPk(9110::!.9t each .. structure •:/tssospt.r:Accoont•Numper•,;:•-•:••:.::......;•::::::::.;;',...,,in......:::1:::.i,..::::,..::::,::„....:2:::,:::' :;.'.!::.:i.!...:.:.::::::.!'::::.i.:.....::i..::•::::::.!:•:°:71.;:::'.:•:::FIFFSYIcii91:)°°;•'.°1:°'....:1:°ftrplan PP .'illi:C7.6.''t..1.:".:'.1::.::'.....5.::•:::'''''sP..!:.r.ii:$::•.).....::.*:::..lti.i::::°:illi!!!:::!:0'...;fi'l.:1•O;171!1:•.P:I.i...'......'1'''.7'.!*::•••••::.'•:'•'.........''''I''.6'.'.11.'..::::!i'.16.....1.'tj.'''... . . - ... ,,.... .• .. . ... . ••—•••••••••"•••• •• • ::,•:. •••::.:•:::,:•••• ••••••••• •••• ••••••• •••• - -• •••••• ••••••••••-•":".•-• •,.•. .... .,. •....... • ••••••••• • . ... . . ............. ....... i••••••••••'.:••:::::::•••:•:::.::•::::::::;•:(36119419.P • •.•••• Structural fre••1•••.•pias:::•:•-•:•:•-•:. :5:::•:::'..:::::::::..::•::::::::::•:::;4:...:rn 13. • 0• rt.... -..,..:••.•.•••::::,•••:•,:::•.:..:•:::::•:::.::::::.,'.:::.':.::'i:h':. .. 1;..i.,:t.66/..d600:P/•.'#•...r.:.:. /y0e,ITZ'.61(.:(0.0Y4:1,..411..01/•0-r:....(4b.,,17....••••itt.,:.,•0:...d„.:::!,•:,..,,•,,,•„:„.:•..:,,i,t.,......,:,.„.i.,.....,,:::....... .. .... REROOFS ' As ses sof:A ccou n l•N u alba r .:•• , : : • L I 'Narrative describing existing root, being :ramo■ied,•end ' material being installed.: • NOTE A certification letter Is ieceiliedprior to final insPaCtioriAnd sign . off of the permit,. : . ":•••••:::•••:: ***k*****************h*A*hk*AA*k******A.***************k***k**k** CITY OF TUKWILA, WA locfr****************k*********************************:::f: TRANSMIT Number: 93001029 Amount: 2e9.00 07/30/93 0941 Permit No: 093-0259 Type: B-BUILD BUILDING Parcel No 262304-9004 Site Address: 315 SOUTHCENTER MALL Puyment Method: CHECK Notation: KOBELEN CONST Init. DLM *******************A********kk***k***k*********k*****k***k****** Account Code Description Paid 000/322.100 BUILDING NONRES 284.50 000/386.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 289.00 Total 'J.ees: Total Al 1 :Payment: ancel • 473.93 473.93 .00 • GENERA 284.50 GENERA 4.50 TOTAL 289.00 CHECK 289. 00 CHANGE 0.00 2949A000 16:02 ** k******** k********s 4***** k** h*• k* k *******h********** **A•k**** * *** CITY OF TUKWILA, WA TRANSMIT k**** ** *k *** *k*********** ******** ****• *•k** ** *k * ***h** *******h*k TRANSMIT Number: 93000913 Amount: 184.93 07/13/93 16:5G Permit Not 093.0259 Type: u.- BUILD: BUILDING PERM T Parcel Na : 262304-9004 O�l/14I93. Site. Address: 315 SOUTHCENTER MALL Payment Method: CHECK Notation: ANDERSEN- BJURNST Init: SLB * *kk***kit **** **** *y *** *k ** kk*** *kk *** * *ofr** *** *:k * *dir k * * *k *•*•k *** *•k Account Code 000/3.4,.830 Description PLAN CHECK - NONRE$ Total (This Payment): Total Fees: Total A11 Payments: palance: 473.93 184.93 289.00 P a i d d 184.93 184.93. GENERA 184.93 TOTAL 184.93 CHECK 184.93 CHANGE 0.00 2436A000 15 :17. CITY OF TUKWILA Address: 315 SOUTHCENTER MALL Tenant: THE LIMITED Type: 13-BUILD Parcel #: 262304-9004 Permit No: B93-0259 Status: ISSUED Applied: 07/13/1993 Issued: 07/30/1993 **************************k*k***Ak******k****k**********Ark**k***A*****k**** Permit Conditions: 1. No changes will be made-to. , - .- approved by the the engineer and the Tukwila BUilding DtVisidn', 2. All permits, inspdb4on records, and approved plans shall be maintained avaAlable at the .job site prior .to the!tart of any construction. - These documents are to b,e-maintairied available OW final 1,nspe6tion approval iS,Aranted-1,: 3. When specyarinspebt'ton is•required either the owner, architecOit'' en4iper shall notify the Tukwila BUit'ding, Division appointment of thevfrOpection agencies prior 'to' the fir* building inspection. Copies of all special inspeetionfreports shall be submitted to the Building', DiviSTO tnfa timely Manner. ',Reports shall contain address;,,,,,, project name, permit number and type of' inspection being. performed. 4. ThOpeciAl.',inspector shall Submit a final signed report' ,-, stating whether the wOrkirequiOng,special .inspection was,-„ tolbhe best' of the inspectors knowledge, ' 'in'Conformance''with 4 app66-yed.J.,p1'ani and Spec,if)cat'ions an'crthe applicable work-1', 11 man,S,Op provisio*of ,tha-UBP,., ,'', .'' • , 306 5. All'k'i-spruburat concrete shall Special inspected (Sec. 30b ■ ( a )14'1 uBa' , - 6. A11Vstrup0alwelding shall be done My y.A,B-0. certified weldek\andv,Speclal inspected (Seb.'7,306(a) 5 UBC). 7. All high-pekengh bolting shall b!e'sPeCfal, inspected (Sec. 306 00\6kg,80). \t 8. 8oltsAn$talled in. concrete shall4be special 'inspected (becy- ,, 9 ... ■ i , , „ ,, , 306 (a%2UBC).„ • il ,',,,,4, — , 10. All constrUei•Oon to be done in conformance with approved 0., :r/ 9. Notify th,City2;*f,TUkw,ila Building DiviSion4,0rioo placing '60kconCriete This procedure is„in'addieG3n to any „ . ,,,,y, requiremenWfor special inspectlon , plans and retikWeRents of thiplfCmPuilding COli,j1§91 Edition) as amended-by the Washington State B9,l'Opg Code. 11. Validity of Permi,!,,Tpe , 1 seu in c'e "-of '±a'''p e rip-tt749-0---eip prove 1 of plans, specificatiorit-.4Ipp9ip4Wh6t be con- strued to be a permit fti-bilt.k624Plird,v6I'6f, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PACIFIC TESTING LABORATORIES EXECUTIVE OFFICES EASTSIDE DIVISION TACOMA DIVISION PENINSULA DIVISION 3257 16th Ave. W. • Seattle, WA 98119 11824 North Creek Parkway N. #101 • Bothell, WA 98011 2402 Pacific Highway E. • Tacoma, WA 98424 P.O. Box 505 • Silverdale, WA 98383 (206) 282.0666 • FAX (206) 282 -0710 (206)485.4244 451-8436 • FAX (206) 485.4611 (206) 922.9299 • FAX (206) 922.1512 (206) 698-6650 • FAX (206) 485.4611 January 18, 1994 Certificate No. 9308 -0020 Mr. Wayne Griffin CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd Suite 100 Tukwila WA 98188 Subject: Project Name: The Limited Project Address: Southcenter Mall PERMIT NO: B93 -0259 RECF.7.R.(77 .'� NOV 2 3 1g9 CGtv1r•.i,. DEVELOPIv1LN 1' We have completed the requested special inspections on the subject project. Our final report, dated August 9, 1993, is numbered LR93232. WORK REQUIRED Structural Steel WORK INSPECTED Structural Steel To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Department Frank T. Jarnot, P.E., Chief Engineer Sincerely, es C. Fr- - : g President JCF /ab L EXPIRE!: 4110/ // • CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON-DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • CONSULTING ENGINEERS • LITIGATION CONSULTATION • CHEMICAL ANALYSIS • CALIBRATION . • STRUCTURAUMECHANICAL LAB A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. C.. c. PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES EASTSIDE DIVISION 3257 16th Ave. W. • Seattle, WA 98119 11824 North Creek Parkway N.11101 • Bothell, WA 98011 (206) 282.0666 • FAX (206) 282.0710 (206)485-4244 • 451-8436 • FAX (206) 485.4611 January 18, 1994 Certificate No. 9308 -0010 Mr. Wayne Griffin CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Blvd Suite 100 Tukwila WA 98188 TACOMA DIVISION PENINSULA DIVISION 2402 Pacific Highway E. • Tacoma, WA 96424 P.O. Box 505 • Silverdale, WA 98383 (206) 922.9299 • FAX (206) 922.1512 (206) 698.6650 • FAX (206) 485.4611 Subject: Project Name: The Limited Project Address: Southcenter Mall PERMIT NO: B93 -0259 We have completed the requested special inspections on the subject project. Our final report, dated August 9, 1993, is numbered CR100689. WORK REQUIRED Reinforced Concrete WORK INSPECTED Reinforced Concrete To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Departm t Frank T. Jarnot, P.E., Chief Engineer Sincerely, aims C. Fr- ing, P. President JCF /hlw • . CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON- DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • CONSULTING ENGINEERS • LITIGATION CONSULTATION . • CHEMICAL ANALYSIS • CALIBRATION • STRUCTURAL/MECHANICAL LAB A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. 1SPCT• NO. C INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 23 o0LS 7 Project: III Type of lnspedio : 1,1 Aiiq �,, Address: tml�r.c.� Date Called: Special Instructions: Date Wanted: i I z•�5 am. p.m. Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: z IInspector: Date: i 7 f ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. Receipt Date: .INSPECTION RECORD 7. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMIT (206) 431 -3670 Project; . /-�- ! �� �� �� Type of Inspection; ' d . " Address: �1 �� // Date Called: / Special InstructioS Date Wanted: TY 2-- 4,470,.m. Requester: Phone No.: O Approved per applicable codes. Corrections required prior to approval. COMMENTS: • O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. OW . `o.: e: SPECTIO 0. • U :INSPECTi ION (RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER NO. (206) 431 -3670 Project: L l ny\ t;. ,.II Ty o1 In� ����� Date a led: c� .. Address; 1 �? LL4A Special Instructions: ,_..,,y?eu.(, Date. Wanted: g ci _� ,4Th. p.m. Requester: C Phone No. :G 4 t r 4...q 5 v. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 1 nspect use: F t) l D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite'100. Call to schedule reinspection. f., STRUCTURAL CALCULATIONS FOR SOUTHCENTER MALL BRACED FRAME REVISION THE LIMITED, TENANT SPACE A108 TUKWILA, WASHINGTON JULY 13, 1993 EXPIRES 10/30/ 5 RECEIVED CITY OF TUKWILA JUL 1 3 1993 PERMIT CENTER SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: O DATE:! / 4s JECT: BY: A -j A © �• B fV SHEET NO. a s p ro c fi Ka place_s ca 7.3 0 o k c(.7 rod by-ac. w tu �s 0 '�'M.S;pt.., GIG{ bYac . Lo6uk3 fovevwe4. -2V-ticLre_ �estA/ lts� C 0 ft-,/ eK.,;yt--, Lt. 19.w(e.d Co),{a.Li t-7 0 r 1� i-Y� b . Gov f- 0 v-d-a- Lott() • y&vt,5■0%—) 110-1- at-10-K - a ,,ida( (JYa_L(e\o Ur-- -12.Q 614 • I iit-,13 'i`S Q cLP4,001-o. ro-o tat0.1"»,-;/(f5i/t/ k\--12Aw rK-avi-id_ l ocu, fed 0 f tko. ett/vio.- .ri'd Lille ANOERS,EN BJORNSTA('>.NE JACOBS • INC CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA A ©J B PROJECT: 5 0 :Jl C E Lip SUBJECT: DATE: BY: L I \TCRP' L__ R sS_I s T�4-,4 cE s SHEET NO. IN WORT -{ - sOUTH DbRECTt O , THE MALL S"FRU 1S BOut∎ TD 131 t10 Rb sTRom L O G1 IN E KtoRTA f'str-b N BLDG tJ THE. ZotATi , LI ►tE (w THE wf-sr AN o SE S M(C 401,'JT Ai 6' 4 L (NFL 7 NJ THE. EA i Tka S HLE-L, D ( of S 1 1 GTi o f FRo L 0 6 - 0 i J 3 (CAT'S set -C MK- LOAD CorJV OLS_ ANDERSEN BJORNSTA CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA iNE JACOBS • INC B PROJECT: S0GerliCeNTEK SUBJECT: DATE: 1(9. (1-% op S�(S"tiC. LOAD BY: a 013 I -b vis Rw I wQ nd % 1'0 IA/ D • 103 VD 2'1 ps. SHEET NO 3 = 12,000 30, era o 42 Too st ANDERSEN BJORNSTAC( ENE JACOBS • INC CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: 5OUT1-1 CET-ITER SUBJECT: DATE: BY: saism(C LOArb = l2 o oo )4 25 (Spo Z• t / (0 0 0 6.3'` ® Ss( sNALc toA-o c s 1 2r( /ioo SHEET NO. -t 5(8 AMC LOPcD Ff oM ^Q.E>\ D t T RI 3 u-(S 5 Tw *E-(1 )3PAce3 L c`lG, �► -�l`� 7 ( (AR $A-`f3 AL 64) 6, .EPscki LEmE,) fR(5 ALcriG, IREPLAQ 4 - T t Ron X- iseACS K1iT 2 aviev Roki B'..rt..) 6A-t ANDERSEN BJORNSTADC .NE JACOB'S • INC CONSULTING ENGINEERS SEATTLE. WASHINGTON ANCHORAGE, ALASKA A B PROJECT: S O'ATH C.F.N-j -- T{jE LTD SUBJECT: DATE: BY: CS� :ESMAPi -T(nN o IST1N 12% .va SHEET NO. TpAN1a R.5.s iSTAn10E. n f\LL D(? ROD 13RAC.. TEf'J O r) 6 l' LI FR4M . , 5o6k 4? -- 6 451-0 ANDERSEN BJORNSTAD( NE JACOBS•INC CONSULTING ENGINEERS SEATTLE. WASHINGTON ANCHORAGE, ALASKA PROJECT: THE LIMITED — 5. CEATE2,SUBJECi: DATE: 1/V13 GCSE— "P BY: c sY iN sTt6-0 5� SHEET NO. (/ N1 241 . -r 16;5 24/z.. RAC.. FoRc- S F P = 4F cos C ?.3s F F = z711: IMStCs�tJ foRea 13 RAcE k ('5 CAN 5RAca. LEM rte ANDERSEN BJORNSTA CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA %NE JACOBS • INC PROJECT: THE Lt (.1 1TED - S S. CENTSUBJECT: DATE: BY: cS^( SHEET NO. . USE. TS 6 K 6)( K Cn . CAP ti* C -I T'( c 6 �!- @ 4 r—= . 2-35 ,M p RACE CAPA �-4T�' = 4.s.1` ? 41 R6(9 -(D • -' K, RboV LoPco '0E- LtkiES-4 ( RdoT ocA H RA M 04? = S (o p�-� 2 C - fEVRoKi 139AC.G. t3AY. 7 Lbfto TTAr<JSfa•R. 2 v 24 X © *3 Kc.r X 2 (s ( s� 2 $- 8 > 24 LOCAL LA7"EG'-Lt 104,( DRAGI -STRUT TV (Se 6 t-la LAAo F1 &'\ I.2 43k - 2414. ;. ...._ A.p..A DRAG, - STKuT 5 Psi 31 • 0 x2 „I5 10 u.R ANDERSEN BJORNSTAD ' E JACOBS • INC CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA A B PROJECT: L L± � TE r)- 5 C E 1JTER SUBJECT: DATE: 1 a(l_ BY: C S 'f SHEET NO. C? r"x(SI(Nfi Li2 X( l�V(5 CoNNEC-T ski �L CAPAcll CHFc , ANaTh.. 4-- t (5" X Z" 3 lc -1"N S.��C:a6) ) ks i • 7 21e6 (N1A'&. F'ovz;C: -,�'f,l.;��t (f\ c 21 !. og 4X3.K 4- • 13'5x 2, 3 2b LrMr7cD SHEAR. • ANDERSEN BJORNSTAD i E JACOBS • INC CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA AB ©J.. PROJECT: Tit LIMITED- s • C t\IT►= ^SUBJECT: 7/ q M Zj BY: C S'S Aeo 2 - z' I.G e - 11(5 X U'(x 3 50 DATE: SHEET NO. ALSO 6 1^I .o ALL Gl. �� - f �,� co�vN �7l ,.;. . ,ANDERSEN BJORNSTAD CONSULTING ENGINEERS SEAITLE, WASHINGTON ANCHORAGE, ALASKA NE JACOBS • INC A ©J B PROJECT: THE L(tI !TED - S. C ENTGgSUBJECT: DATE: /q5 5 BY: G F-X(ST� G e °LUN N D o ,Jcsi' t/KI • PAC V RoQ Fourw (AP LIFT / coMpRes -sIu.) Dc ca T .LATRR41_. o.k SHEET NO. O t°r -Tn c. (PATE F ° P1ZL'J6 C1° '. -- . 3,Qo o '4 rAl cR-E- , = 4, o o o fDO1L F CG BA5' At fo. R .ul.P LIFT. CASE X‘/ i7.761 w/ gC'T, t FrG e Wcc(GvI _ x x S X 01(20 = 2.2K )< 5 De Ffl) 3,5 •(ki 0 x 5 �C O 2` f 20 GoNTERVATiV Fog conic FT6 Jan 10, 1994 r City ©f Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director .ALAN JOHNSON 220 WEST HARRISON SEATTLE, WA 981194108 RE: THE LIMITED Dear Permit Holder: Our records indicate that on Feb 06, 1994 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B93 -0259 Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Feb 06, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Sincerely, to-e Denise Millard Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 (206) 4313670 • Fax (206) 4313665 SQUTHCENTER MALL PROJECT: OWNER: SOUTHCENTER MALL THE LIMITED BRACED FRAME REVISION TENANT SPACE Al 08 SOUTHCENTER JOINT VENTURE 25425 CENTER RIDGE ROAD CLEVELAND, OHIO 441 46- 41 22 TEL (216) 871-4800 STRUCTURAL ENGINEER: ANDERSEN BJORNSTAD KANE AND JACOBS, INC. 220 WEST HARRISON ST. SEATTLE, WASHINGTON 98119-4108 TEL 12061 286 -1185 g 3- o;%39 INDEX OF DRAWINGS SI GENERAL NOTES AND ABBREVIATIONS 52 FOUNDATION PLAN FOUNDATION DETAILS 53 ROOF PLAN - ROOF DETAILS BRACED FRAME ELEVATIONS MLR OOPY 1 uIdondcn9 a. gabfest to c So dooa not ttdeptod cods oopy or l r ;nlc do;,7 -To . iof of cf cny at ctairscan oitli "7—to— 93 pee fig DQS9 MAP lawn MERVYN'S miss NORDSTROM ne unto THE BON ims.n. � "-U�n .fl!t � v �a II -11 nag r rr r 1 a;�' 9w. le— to— [g:: 11 • ,M- r r1a r -� —J UILbING PLAN + gait= JCPENNEY nal sae • I CITY OR TUKWILA JUL 1 3 1993 war maim CITY OF TUKWILA APPROVED Ju _ 21993 /489gEVIATIONS AB ACI IDOL AA AR AIiTC ALT ALIM r AAP�Pp�ROX ASTM AWS Bo BLK� 8BMG BOT BRAT BTWN CB 1!: CLKG OAP co COL CONC CONN CONS CO NTH CTCONTR CIR CTTSK 081. DEPT DIA OR DIA o DI B DIM ON ODdP OWL EA EF EXJ EL ELEC ELEV ENCL ENGR EA ES 1P EXIST OR (E) EXP FO N FFN FLG FLLASH FO FPS FS FKTG G1GA ALV GIRD G. OND ee GYP HEF 1 IZ IE INCR• INNSUL. INT JOT K K61 ANCHOR !SQL ASPHALTIC INSERICAN N ArORF MTIL AMERICAN r TIMBER CONSTRUCTION ALTERNATE ALUMINUM AARCHITECT, ARCHITECTURAL AAWHALTMATELY AMERICAN SOCIETY FOR TESTING MATERIAL AMERICAN WELDING BOTTOM (BEAM AND JOIST SCHEDULES ONLY) BOARD BITUMINOUS BUILDING LINE BUILD ING OLCCK BLOCKING BEAM BOTTCM BASEMEENNT BETWEEN AMERICAN CHANNELS CATCH BASIN CENTER OF GRAVITY • CONSTRUCTION JOINT CAST-IN -PLACE CENTER LINE COMPLETE JOINT PENETRAT CNQION OORCLEAR RUGATF.D METAL. PIPE CONCRETE MASONRY UNIT CLEANOUT, CONCRETE COLUMN CONCRETE CONNECTION CCNSRUCTION CONTINUO* CONTRACTOR CONTROL JOINT R Comma ION JOINT CENTE COUNTERSUNK CUBIC DOUBLE DEPARTMENT DETAIL DIALAL DIAGONAL DRILLED -IN EXPANSION BOLT DIMENSION DITTO DOAN DEEP DRAW DOWEL EAST EACH EACH FACE BOLT EXPANSION JOINT ELEVATION (HEIGHT) ELECTRICAL ELEVATOR RE ENGINEER EARTHQUAKE JOINT EQUIPMENT EACH SIDE EACH WAY EXISTING EEXTERIOR FLOOR DRAIN FOUNDATION FINISH, FINISHED FAR FACE FLANGE FL LAASHING FACE OF STUDS FIREPROOF. FULL PENETRATION FAR SIDE FOOT. FEET FOOTING GAGE FUTURE GAL.VAN� IZED GIRDERS GGLUE LAMINATED GYPSUM WALL BOARD GYPSUM HORIZONTAL EACH FACE HORIZONTAL HIGH POINT, HP STEEL HIGH STRENGTH BOLT HEIGHT ASIDE DIAMETER NVERT ELEVATION WIDE FACE NCH NCLUDE TI . INSULATED 4016 KIPS PPER SQUARE INCH rag• LH LIT Lt T Wf M MATTL MAX MC MECH MIEMB 1RRG SON M EC MTLL N N1F NIC ACM e oc OD OF OPNG OPP OVVSS P/C R RP OR S PLW�D PP PEF PST PVC RD eR REF REINF earn SCHED SECT SHT SHTG SIM ers SPA ea SS SSL ST STA STIFF STLRR STRUCT EQPT SUSP SY 44 TQ TEMP TTH RU IOC TOG TOw TP TANS TYP uu. UON VERT VIF VOF w w/ w/o 0W14 EP wT VD POUND lL.� +� LEG B HORIZONTAL E.1 I IRTICAL VAPOTTED HOLES LSE *EIGHT MMI CLLLAPEOUS SHAPE MMAAX NA M MISCELLANEOUS 1 CHANNEL MEMBRANE SEAL MA n ACA�RING MINIMUM MISCELLANEOUS STRUCTURAL. TEE FROM MOD SECTION METAL NORTH NOT IN FACE NUMBER NARSIDE NOT TO SCALE RALL ONN CENTER TER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE OVERSIZED PRECAST PERPENDICULAR PLATE (STEEL), PROPERTY LINE PLATE DS MOM PARTIAL PENETRATION PRESTRESSED POUNDS PER SOJARE FOOT POUNDS PER INCA POST POLYVIINT CHLORIDE RADIUS ROOF DRAIN, ROUND ROUND REFERENCE REINFORCING. REINFORCEMENT. REINFORCED REfLJIRED ROUGH OPENING AMERICAN STANDARD STEEL LE6HAPE, SOUTH SONPLATE SHEETING SHORTCLLEGS BALK SPIRAL SP�4 SPACING. � CARIEEICATION STAINLESS STEEL SHORT GUTTED HOLE RUOJ L TEE FROM S SERIES SECTION STATION STANDARD STIFFENER STEEELL'P SUPPORT SUSPENDED ENMETRICAL TOP OF CURB TONGA AND GROOVE TEMPERATURE TEMPORARY . THICK T TOP OF CONCRETE TOP OF STEEL TOP OF WALL TOP Y TRANSVERSE TRTR CURAL TUBE UNIKJrDFRR BUILDING{ CODE UNLESS OTHERWISE NOTED ULTRASONIC TEST VERTICAL ICCAL EACH FACE VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE WEST. W SERIES w SECTION WITHOUT WEEP HOLE WATERPROOF, WOK POINT WEIGHT. STRUCTURAL TEE FROM W SERIES SECTION WELDED WIRE FABRIC YARD GRAPHIC LEGEND DETAIL MARK SECTION MARK SECTICN MARK (CUT 4 SHOWN CN SANE DETAIL) REVISION MARK NUMBER SHEET WHERE DETAIL IS SHOWN NUMBER SHEET WHERE DETAIL IS SHOWN At A►A Q GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE, a UNIFORM BUILDING CODE, 1981 EDITION. O�AWIL 01L PR�t 3000 MP MAX DEAD • LIVE LOAD - TO BE FIELD VERIFIED BY GEOTECHNICAL CONSULTANT CAST FOOTINGS ON FIRM UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL, MINIMUM BELOW FINISHED GRADE, CAST BLAB ON GRADE OVER 4" THICK COMPACTED GRANULAR FILL OVER COMPACTED 8U8GRADE. DESIGN LIVE LOAD;. ROOF WIND SEISMIC 61JBMITTALBt IMO OD 25 PSF 80 MPH. EXPOSURE B, go = 16.4 P5?, I = 1.0 ZONE 13. Z = 0.30. C =2.73 Rw =8 V =0.103W SUBMIT FOR REVIEW BY THE ENGINEER THE FOLLOWING ITEMS, 1. CONCRETE MIX DESIGN 2. REINFORCING STEEL SHOP DRAWINGS 3. GROUT DATA SHEETS 4. EPDXY DATA SHEETS 5. STRUCTURAL STEEL SHOP DRAWINGS 1NN3PECTIONB. CONTRACTOR SHALL PROVIDE PRIOR NOTIFICATION TO AND COORDINATE INDEPENDENT INSPECTORS HIRED BY THE OWNER TO PROVIDE INSPECTION IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM CODE. INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING ITEMS: 1. CONCRETE 2. ANCHOR BOLTS 3. REINFORCING STEEL 4. WELDING 5. HIGH STRENGTH BOLTING 8. STRUCTURAL STEEL WITH THE SPECIAL BUILDING REINFORCED CONCRETE. ALL CONCRETE - f'c = 3000 PSI, MAXIMUM W/C = .50. MINIMUM 51/2 SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN. SEE SPECIFICATIONS FOR ADMIXTURES. SPECIAL INSPECTION REQUIRED. UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL CONFORM TO ASTM A8I5. GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. LAP BARS WITH A CLASS B SPLICE. ASTM A706. GRADE 60, REINFORCING STEEL SHALL BE USED FOR, - WELDED OR FIELD-BENT BARS, WELDED WIRE FABRIC PER ASTM A185. FURNISH IN FLAT SHEETS. NOT ROLLS. LAP EDGES 114 MESH MINIMUM. CONCRETE COVER. FOOTINGS 3 ". WALLS I'. EXCEPT IVe WHERE EXPOSED TO WEATHER AND 2' AGAINST EARTH. SLABS AND JOISTS 1 ". SLABS ON GRADE Ifs ". COVER TO BE NOT LESS THAN BAR DIAMETER. FOOTINGS. PROVIDE 2 - #5 LONGITUDINAL BOTTOM BARS IN WALL FOOTINGS. PROVIDE CORNER BARS OF SAME SIZE AND NUMBER AT CORNERS AND INTERSECTIONS. 40+ EACH LEG. PROVIDE VERTICAL DOWELS OF SAME SIZE. NUMBER AND SPACING AS VERTICAL BARS WITH A 90° STANDARD HOOK AT BOTTOM OF FOOTING. 13q3- oa59 INDEX OF STRUCTURAL DRAWINGS 61 GENERA. NOTES AND ABBREVIATIONS 62 FOUNDATION PLAN $ P01104T10N DETAILS 63 ROOF PLAN - ROOF DETAILS C BRACED FRAME ELEVATIONS MOM GROUT - 5000 P61 MINIMUM 7 -DAY CUBE STRENGTH PER ASTM CI09, GROUT TO BE PREMIXED NON-SHRINK "MASTERFLOW BY MASTER BUILDERS OR "CONCRE$IVE" BY ADHESIVE ENGINEERING OR APPROVED EQUAL. CERTIFICATION REQUIRED, USE SPECIFIC GROUT MIX RECOMMENDED, �V MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER S INSTRUCTIONS, ANCHOR 001.T6t ANCHOR ANCHOR BBOOLTS. ABTM PLA30 . SPECIAL INSPECTION REQUIRED, SET ALL STRUCTURAL STEEL: ALL STEEL ASTM A36. Fy = 38 KSI, EXCEPT TUBES TO BE ASTM A500,GRADE B Fy = 48 KSI. SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION PER A18C SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING PER AWS D1.1. MINIMUM SIZE WELDS heCONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. USE E70xx ELECTRODES HIGH-STRENGTH BOLTS PER ASTM A325. TYPICAL BOLTED CONNECTIONS -41 "m A325 -N BEARING TYPE. TENSION HIGH-STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFAC- TURER'S INSTRUCTIONS. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. M III LLANEOUSt SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO FABRICATION. GENERAL CONTRACTOR SHALL VERIFY ALL QIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK G NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. CITY OF TUKWIIA APPROVED •JUL 1993 MP IN,D ESQ memo OM or MINNA JUL 1 3 1993 NNW COtp z 0 F- NQ Z2 z °—ccv M o WI .m W4 wW 4 0 • I . —colo Wv00 .JINN 1- - »» 04— _IX NWIOW4 NV)O,F -IL ottracomican Mo' 93095 CAOD " "' LTO-91. DGN Punts JULY 13. 1933 �—� . kil y all Q i W a J N 1 Et.c� n 0 et- 0-4) N Ter cse (E) GRADE BEAM (23- 11 ._+ we c e e:- a 2v-a- t t W I - ens IN seeeea 10'-0, I • (E) 5" CONC BLAB ON GRADE FIN FL. EL 28' -8" 1 1 'PARTIAL FOUNDATION PLAN rrlit -of • I!~11 xI2xI'-0" W/ 4-16"S A325 ANCHOR �T • 4" OC I' -4" EMBEDMENT AND 5 -+►3x a •3 SEE 3/52 3 *5 LONG, TOP DDRRILL NDIEPDXY GROUT 0 INTO EXIST GRADE BM • . ~ —NEW CONC FTG 3' -8 "x I0' -0 "x5'-0" DP ;<' *4 0 12 EA WAY, B0 ' £'•' Is. CHEVRON BRACE CONN Q NEW FTG " =I' -0" 5" CONC SLAB ON GRADE RE I NF W/ *3 A 12 EW AND MID DEPTH. 6 -(E) 5" CONC SLAB ON GRADE • •s .1.1. DR IL AND EPDXY GROUT #4x1' -Er 0 12" OC SLAB TO (E) SLAB $1 " -I' -0" 3qseo5q (El W8 COL SLOT WEB FOR FIN 1� T88x8 (E) 5" SLAB • •4 A BASE ft 3/4x 12x1' - 10" W/ 8- " AS35 ANCHOR TS 8" GAGE EMBED 8" MIit 8 "� 4'- 0 'x4'- 0 "xI'-3" DP 8 ".1 COW FTG W/ 5- #5 EW BOT REMOVE EXIST FTG 116 SEE 3/52 TYP CHEVRON BRACE • BASE CONN 11 " =1'-0" CITY OF TUKWIIA APPROVED *JUL 1;21993 RF PrDING QIVISIO arr° JUL 131393 Morn Gaup 1 1 z 0 • Mt ZZ • ON 0-4--ID OI .. K 4 N Oo 4 30. • Y . -1010 WQOO •J1NN 3F01 04 —JX NWOW4 NV101FLL 0111 1 0 01 01 0 0 N -J to e M 01 01 M 7 ! 11, gpi 0 0 rt J a 0 ' 01 I CO • Ikr tV s 24' -0" (E) WIG 9 n3 to (E) WIG (E) WIG (E) WI4 (E) W14 (E) W14 ti S`! (E) W14 - (E) WIG 9 0 (E) WI6 (E) WIG (E) WI6 (E) WIG _ (E) WIG e 3 - --+ (E) W14 (E) W8 4- }— -- 1— PARTIAL ROOF FRAMING PLAN 0 =1' -0" 11 24' -0" 1 1 TOG 44-IOW t 24' -0" •1" 24' -0" ; 24-0' ') 1 i 1 I i I EXIST WI2 i — SLOPE W/FT 1 EL 48'-10W n.- vr. -r.: I r,... a r rFTn:n• +wr• ••-:r rn+it an -s er.h:..., nY:n.•- r... , ... V V.. ter-. .u.. .�. ;n.- .:•••r.m:.-rm a, 'm ::wnewn.n rn,sr -',1Mrr :-• T • n-, V': ,r.. ' .... 1 E.f'� "II..I••F.r: fl' -„f rnn: >- •rL:.:: r,�.,erlT.'r` 1 -Lr �O:.T.'- t. ".,:Ir!'Aln�ernl': -# r0 /- }1[I'I'T-!'Am.r �: I :rI�v.1'rLe1n,..T."t,n�'r -T.[,n TnTT..'.:'TV fLF ...s r ... -..n • ,. — - - - • w 1 1 t • • /� • • / ,/ /1 FLOOFR EXIST W8 ROO EL 28 -e" COL BETWEEN GRIDS OG Ly L 2x2x31s (E) W12 EXIST BRACED FRAME • GRID 16 $ " =I' -0" 144! DRAG STRUT CONN • 1 i 24' -0' 4,_ 12' -0" 24' -0' 4', 12' -0" -1s 12' -W TO5 TOS E44' -7W 1 fl El. 45.-1W 1.,.:r:.*I Inn .e" t Iz.'T..,n T'�n (E)W18 rariln.ro -r, -m - rea- :TJSOr:wwL+s �IE.IAI (E)W12' /sr set/ (E) W12 TS8x8 BRACED FRAME Q GRID 16 1$" IT I -0" SIM CHEVRON BRACE TO (E) BM CONN 31 " =1'-0" CITY OF TUKWILA APPROVED JUL 1993 9l 1 Co Min GfY 0/ TIJNWItA JUL 1 3 1393 NNW NM • • 10 1 I Z 1-- WI V o coo ZZ —N O-- -aD nI .. -'VI WIN CC 4 COW LC I . -tOW 101700 ;FINN 1- - »» O4 —JX NWO)W4 N V1011- LL 0' 0 M 01 t9 0 N ' 0 J 0 0 to 01 ('1 s r- 1„7Js Dan : - tig 84i 'c 1 !@ H 10 i u M 17