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HomeMy WebLinkAboutPermit B93-0376 - SEARS - WALL FRAMING AND LOADING DOCK7. .4- '44 • 4 „ k. 0 0 t 5 ERS 1!)q3 -031 City of ?itkwilL (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0376 Type: B -BUILD Category: ACOM Address: 400 SOUTHCENTER MALL Location: Parcel #: 537920 -0330 Zoning: Type Const: N/A Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: JRABBCC172JD TENANT SEARS 400 SOUTHCENTER MALL,.TUKWILA,:WA 98188 OWNER SEARS ROEBUCK AND CO :t Phone: 708 286 -6336 3333 BEVERLY ROAD, D824C -BLDG ,A2, HOFFMAN 'ESTATES, IL 60179 CONTRACTOR J R ABBOTT y:. CONSTRUCTION'; CO INC' Phone: 206 467 -8500 P.O. BOX 88,4048, ,SEATTLE, WA 98124 CONTACT THOMAS; �,C(-(APEL 521 KIRkLAND..WAY, "KIRKLAND, WA'-98033 * ** **kkk * * *V! * * *k * *k** — k *k ****** lck** * *•k*****•k**k*: **" *kk" fit *k1k'h *kkk *****kk Status: ISSUED Issued: 10/12/1993 Expires: 04/10/1994 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA 827 -0629 Permit Description: INTE,RIDR DEMOLITION, INTERIOI WALL FRAMING AND LOADING DOCK-•. MODIFICAT IONS. SETBACKS Back: Right:. Units: 0.0;13 Buildings; 001 Fire Priit ectlon: UBC Editii?bn:.,1,9`9 # �. * * *� t'r * * *z* *k **,tlr: }yf Valuation: 500,000100 ;Total. Permit Fee: 3, 369 68. k,kk * *: * * * *kk *kk k *k *A** *A *A•k*'**k ** *k**** *fit * **,* **;tilkk*•k** Ce`ti t e r° Perm Autho °© ed Signature I hereby `certify that',, I have read and! examined xthis permit` and know the same to be;,,tit�'rue -and cor,..rrect. All provis'iont s``\of. law` an•d ordinances' governing thii :s work will,be complied with, xwheth,er specified herein or not. The: granting this tpermit'does not presume to; give authori�ty�r,to violate or cancel the�pr:o.yis`i°on.s of ar'iy °o.th,er.y,s,t;ayte� -,or loca- ,Jaws regulating construction or`':*h`e. performance of work. I am authorized t,o `sign for and Obtain this but d'thgpermit. Signature: ;7Q, -.� :;r" :' ' �i,:..:Date.,w Print Name:_ 3 e. This permit shall become null and void if the work is not commented 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 TUKWIL3. Department of Coin,.. nunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 6370 PROJECT NAME SITE ADDRESS 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 FIRE DATE: I~ IN AP:PROV IUIREMEN' l o —ti- I° 6 ROUTED CONSULTANT: Date Sent - O ME' . ...... ...... ...... Date Approved b (3 • FIRE PROTECTION: Li Sprinklers ■ Detectors • N/A INIT: FIRE DEPT. LETTER DATED: 10 - q5 INSPECTOR: �.queRn� e%c'S,• O PLANNING PUBLIC WORKS INIT: VGA,. ZONING: C BAR/LAND USE CONDITIONS? 111: N REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? ( ) Yes No PUBLIC WORKS LETTER DATED: E- O OTHER BUILDING - final review BUILDING OFFICIAL INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? 0Yes XNo UBC EDITION (year): INIT: REVIEW COMPLETED AMOUNT OWING: ©u ‘11.% CONTACTED fY-1 DATE NOTIFIED �{ 1 — 1 per.` ` 1 D BY: (init.) j� fJ 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIt' PERMIT APPLICATION PLAN CHECK NUMBER X13 -Q31 .DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE :AMOUNT RCPT# DATE OTHER: TOTAL': tp% SITE ADDRESS SUITE # 1400 SOUTHCENTER MALL VALUE OF CONSTRUCTION - $ 500,000 PROJECT NAME/TENANT SEARS RETAIL STORE REMODELING• -PARTIAL ASSESSOR ACCOUNT # 537920 -0330 TYPE OF 0 New Building L) Addition LA Tenant Improvement (commercial) LJ Demolition (building) WORK: (] Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: WALL FPAMf> .RElierilf ; conc. work at interior) MODIFICATIONS • INTERIOR DEMOLITION, INTERIOR LOADING DOCK WA. ST. CONTRACTOR'S LICENSE # JRABBCC172JD BUILDING USE (office, warehouse, etc.) RETAIL STORE NATURE OF BUSINESS: RETAIL STORE WILL THERE BE A CHANGE IN USE? ® No CI Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 172 574 Tenant Space: 172,57/4 Area of Construction: 172,57/4 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No © Yes IF YES, EXPLAIN: STORE MANAGEMENT KEEPS SMALL QUANTITIES OF PAINT AND PAINTING RELATED SUPPLIES PROPERTY OWNER SEARS, ROEBUCK AND CO. PHONE ADDRESS 3333 BEVERLY ROAD--D82/4C-BLDG A2, HOFFMAN ESTATES, IL PHONE 467_8500 ZIP 60179 CONTRACTOR J. R. ABBOTT CONSTRUCTION CO. , INC. ADDRESS 3512 AIRPORT WAY S. , SEATTLE, WA ZIP 98124 WA. ST. CONTRACTOR'S LICENSE # JRABBCC172JD EXP. DATE ARCHITECT GREGORY & CHAPEL ARCHITECTS PS PHONE (206) 827 -0629 ADDRESS 521 KI RKLAND WAY, KI RKLAND, WA ZIP98033 I: HEREBY;' CERTIFY THAT I HAVE .13 E<TRUE'AND CORRECT .AND I'A BUILDING OWNER SIGNATUR OR AUTHORIZED AGENT AD. EXAMINED THIS :APPLICATION ..AND AUTHORIZED TO. APPLY! FOR THIS'PERMI T. DATE 10/4/93 PHONE(206) 827 -0629 CITY/ZIP KIRKLAND 98033 CONTACT PERSON THOMAS CHAPEL PHONE(206) 827 -0629 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o3,6,O,- ekt SUECIVIITTAL CHECKLIST : .. • ..: COMMERCIAL NEW COMMERCIAL pUllDINGS/ADDITIONSi.-:::.„ „ . • 1-1 Completed buflding permit application (one for each structure) Assotsor Account Numbar • • : • Two sots (2) of the toUowing .1 I Spocificitions ;;'.•••••••:' • [17:StructUral:aloulatiOna sfarnpocl:b?,k.:.!sh1Pgton. State : 17(7oc :, Soils roport stampocl by 0'1Yashitotori.:::5;9pc* . ariginoor ..Topographical:,. serVoy •:,;• • 1/ . 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DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A CGh'Si''`COhT .GENERAL ' REGISTRATION NUMBER EXPIRATION DATE • JRABBCC172JOE F� 4CT!Yc` OATS 0.4/01/94• 04 /C4/83 "R AtSSOTT CONST CO ZI4C • P .0, BOX 84048 SE A TTL!. WA 98124 STATE OF WASHINGTON **+4krk*ak *k`***A 4*A41*kdl **oi,4yl ****kkkkkkkkk ***trk* ** ****k*****•k**** IT'Y OF TUKWILA ` WA . ". ' TRANSMIT *k *k ***** ***k** **:** k ****.***•k *k' kilt*** kk*** * *•k* *.A•O*•k* * *k ***:kk ** *.•A• 1'RFINSMIT`:Numberr.S3.0Q1410 Amount: : °1.,,325.68:..10 /94/98 i6t,10 Permit_ Nap 093.70376: '' Type: 11— BUILD UUiLDINO PERM, jj /0/93. 'Parcel Nad.. 5379.20 - •031.0 Site"AddresS: 400,SOUTHCENTER MALL Payment Method a CHECK, . Nai;at i en: GREGORY; 8 ,CHAPEL Irt i t,a SLp rtF• kk* k.4 4.-*** kk*******•kk* k• k, * *•k * ** *, **** * *•k ** *k *+4 *k * * * * ** kkA:*** Account Cade DeS.cir i pti art Peid pN , CHECK :— ",NONIRES ..,.: ,g3h5.t8 Total (This Paymer4t) : 1,325,6E GENERA 1325,68 TOTAL: 1325.69 CHEC( 1325.68 CHANGE ; 0.00 5016A000 15:43 Total gees: All Payments: Balance: 3,369.6.8 1,325,68 2,044.00 ********* * * * * * * *k * ***,k,kak** * ** *** ** * ** *** * ** ** * * * * * * **k * *** *** ** CITY OF TUKWILA, W. TRANSMIT ********,************************* * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 93001478 Amount: 2,044.00 10/12/93 12:30 Permit ,Nor 093 -0376 Iypes;B- BUILD BUILDING PERMIT Parcel No: 537920- 0330,., 0/12/93 Site Address: 400 SOUTHCENTER MALL Payment Method: CHECK Notation: GREGORY &:,CHAPEL :: Init : SAO, k************.****** * * * * *. * * * ** * * * * * ** * * ** * * * * * *** *;tip * * * * * * * * * * * * *.* Account Code Description Paid 000/322.1.00 BUILDING - NONR£S 2,03930 000/386.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 2,044.00 Total Fees: Total All Payments: Balance :, 3,369.68. 3,.369.68 .00 , GENERA 2039.50 GENERA 4.50 TOTAL 2044.00 CHECK 2044.00 CHANGE 0.00 5224A000 14 :33 CITY OF TUKWILA Address: 400 SOUTHCENTER MALL Permit No: B93-0376 Tenant: :. SEARS Status: ISSUED Type :, B:-BUILD . . : App 11 ed: 10/04/1993 Rerte 1 #: 537920-0330 Issued: 10/12/1993 **************************************A************************************ Permit Conditions: 1. No changes : w i l l be mad oViiIi,taiNnlie,,.., a pp rov e d by the Architect and the 'TukW440'.:Bul 1 d ng tiVVIS,ton.4›,'-. .•,, ... , 4. ',Val i dityar Perekt j Ttir 1 s s Lqty, ge,i: of a p 6 i'ilqt o qt ,a WTI° vil, r4),,f 3. THIS PERMIT is,IFoR;-INTutoRA DFOOLITIPN OF NON BEAF41V PART- 2 . Call .f for pre.-demo o prior to proceeiilyigwi th work : NOTED OR DEOICEDOlVifFt13ENCE PLANS PS U NbtA'WARAU:k PART- ITIONS AND S14A-00E.P, ;AT‘006 LO/N4INn?,q(K . /LA)1L,,,J,OTHERAWORK of anF7hr1 .:4,01.4e prowls i oneCfPth i codi or of any Ct he r P, E R M I T ., . ,&`?" q, ''"'.., — '. ''' ''4' 'C' '' \-',4:;:i 'V .1)) r.ls, AWci&c,attOnOnd c6010,4eiOns shall ''not $4 dop-, A'..k . I Sha y be va 114 d .* 'authdlyil ty0..gOetv i ol ate ocancelihe,pr4oV isi ons of thisqcde ordiObbe$Oe ,the:JurWl'qti o!''irl,...N.13/ PermAt presuming ti5-',94vP Struedg:qt :be: a lermit foroA or) an a0*tova 1 of, a' n y Vtiara t i 61:6\ , $ , , ., ril , , ... f t, ( ' C.' '''' 3 i 1 \ ' 11 f ,.7, ,,, , -, i h.- -- -. ,., 2.,,,,,,,k vinii 1 WA,4144.4t1 1 „,, ,t ,.... . hl ''.1: V,/ 4, 4 "' J , / 1/1 i 1 ,1 ir ,- ; :: ,--,) ' : ' , ,, : : ,!, : , :. , : 1 „--' „.4 _, , ,A.,.;,-(' r • .,..14 .1,_,,,,_!L, c,:,, • ,4i,,,' +,19'.4 4,„0 4 1 Vp kr.t 1 1 • t f - ,;1° - / • .‘• . *? ,pt, • 4 '06 O 4-;rFt' 4.54. ....•••■••■••• City i Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #893 -0376 Re: Sears' - 400 Southcenter Mall Dear Sir: John W. Rants, Mayor October 8, 1993 The attached set of building' plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 2. When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 1704(b)) 3. All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 10.504(a)) 4. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) 5. All new sprinkler systems and all modifications to *ILA yygs� City t&I Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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 #1646) 6. Maintain fire extinguisher coverage throughout. 7. Obstructions, including storage, shall not be placed in the required width of an exit, except projections as . permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free .of any material or matter where its presence would obstruct or render the exit hazardous.'(UFC 12.104(a)) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) . This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, a The Tukwila. Fire Prevention Bureau cc: T.F.D. file ncd R'. "i Pte.'. r0.4" +i.;.""'; � *� t.r . ° ? ; ••r t f. . City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire. Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORZ4 Permit No. 0303P(7'..) Project Name Sea/LS Address ADD SotA I/4 a `/tv ,141 Suite #, Retain current inspection schedule __ Needs shift inspection Approved without correction notice Y Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Ai Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 Fax (206) 5754439 INSPECTION RECORD 0 Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 3 OD PER fT NO. ro ect: �� Type of Inspect Address: /� 6 _ / ,+ / Date Called; ---� Special Instructions: r Date Wanted: /�`'�j1. t:1; mt. Requester: Phone No,: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. 41 ❑ $30.00 REINSPECTION FE -EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. nspector: 'INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98187� 6) 431 =3670 ro : ype o nsped n: Address: / , A,�4 �/ Date Called; /D f� -- /laid -- G. 4449 ix) Special Instructions: //;C,12 lire -r)t % -L! Date Wanted: /0"—/4/ 1 m. J6.4"6" , , 4'' 5 .. (.. Phone No.: 2-iv 4 -igg69 7 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' /3 C c Ste" / 0 ? - , gb o /e7fi S 7 x ,` -e- rte is.4-07.,1. -2 *"' .o -- /laid -- G. 4449 ix) !) lire -r)t % -L! r i:- . _rL , , 4'' 5 .. (.. 7 /' / r There, 441' 4477yd .4 ,...,,v //j lA, /1,fjrai, /, ,e.le7pe.,»4' --z, Qk.p./. 5,7 . 4.„7".5 /\ A IInspector: ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. November 1, 1993 Mr. Bob Benedicto City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 • MATTHEW J. GREGORY, AIA CCS. PRESIDENT THOMAS E. CHAPEL ALA -VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS Re: Sears - Tukwila (Sout er Mall) New Entrance Canopy Permit #B93 -0376 Dear Mr. Benedicto: A question has arisen with regard to the need for fireproofing of the new entrance canopy at the west side of the Sears store at Southcenter Mall. Drawings have indicated fireproofing as requested by the City of Tukwila, during the plan review process. Does the new entrance structure meet the requirements of a "projection" as described in Sec. 1711 of the UBC? According to Sec. 1711, "exterior balconies and similar architectural appendages extending beyond the floor area" need only be noncombustible construction, and would not require fireproofing as required for the structural frame and roof assembly of the building. It is our interpretation that the canopy meets the conditions of Sec. 1711, and that fireproofing will not be required. The existing entrance canopy at this location is an unprotected noncombustible structure, similar to our proposal. Please review this condition, and let me know if we can omit the fireproofing at the west entrance canopy structure. Sinc= ely, Th mas E. Chapel Vice President cc: Gaylon'G6odwin - Sears, Tukwila RECEIVED NOV w 3 1993 COMMUNITY DEVELOPMENT 521 KIRK LAND WAY KIRKLAND WASHINGTON 98033 (206) 827 -0629 October 4, 1993 City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 MATTHEW J. GREGORY, AA, CCS•PRESIDENT THOMAS E. CHAPEL, ALA -VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS RECEIVED CITY OF TUKWILA OCT it 1993 PERMIT CENTER Re: Sears - Tukwila (Southcenter Mall) Remodeling Permit Submittal for Partial Remodeling (Interior wall and ceiling demolition work, loading dock demo and concrete work, Interior wall framing work) Enclosed you will find the following for application for Building Permit: 1 completed Building Permit Application 2 Complete Sets of Permit Drawings 1 check for Plan Review Fees, viee T omas E. Chap Vice President Encls, cc: Gaylon Goodwin - Sears, Tukwila Ramon Perez - Sears, Hoffman Estates, IL 621 IORIR LAND WAY KIRKLAND WASHINGTON 98033 (204) 827.0629 I • ....;;-•••., NE" • • DRAWING LEGEND ,.-= L___ 1-z= ABBREVIATIONS A ' - • TuKwiL) \/\/ AS CMU - SEE STRUCTURAL INDICATES NEW PARTITION TO UNDERSIDE OF STRUCTURE. INDICATES NEW PARTITION TO 6" ABOVE CEILING. (U.N.0.) INDICATES NEW PARTITION TO UNDERSIDE OF 3'-6" CEILING OR SPECIFIED HEIGHT. IMZEKOMM•01114411111114•111114111 • •HINDU Prio I NO DWG SUPPLY RETURN INDICATES NEW MODULAR FIXTURE SYSTEM - (BY OWNER) INDICATES NEW PARTITIONS/WALLS TO BE DEMOLISHED. INDICATES EXISTING PARTMONS/WALLS to REMAIN. INDICATES NEW DOOR . INDICATES EXISTING DOOR TO BE DEMOLISHED. INDICATES EXISTING DOOR TO REMAIN. INDICATES DOOR NUMBER INDICATES WINDOW NUMBER INDICATES COLUMN GRID LiNE INDICATES NEW CEILING GRID INDICATES EXISTING CEILING GRID TO BE DEMOLISHED. /i,IDIC/NTES EXISTING CEILING GRID TO REMAIN. NEW FIXTURE LOCATION EXISTING TO REMAIN EXISTING TO BE RELOCATED EXISTING DEMOLITION EXISTING FLUORESCENT LIGHT FIXTURE TO REMAIN NEW FLUORESCENT LIGHT FIXTURE NEW LIGHT FIXTURE LOCATION EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURES TO BE RELOCATED EXISTING DEMOLITION LIGHT FIXTURES EXIT LIGHT FIXTURE INDICATES MECHANICAL AIR DIFFUSERS DETAIL INDICATOR BUILDING SECTION INDICATOR ELEVATION INDICATOR EXIT WAY • AB., ACOUS ACT AD ADDN ADH ADJ Al ALT AP APPD APPROX ARCH ASPH ANCHOR BOLT. ACOUSTIC; ACOUSTICAL ACOUSTICAL TILE ACCESS DOOR ADDMON ADHESIVE ANUST; ADJUSTABLE ALUMINUM ALTERNATE ACCESS PANEL APPROVED APPROXIWtTE ARCHITECTURAL ASPHALT BAL BALANCING BARR BARRIER BD BOARD BLDG BUILDING BLK BLOCK; BLOCKING BM BENCH MARK BOT BOTTOM BSMT BASEMENT C TO C CENTER TO CENTER CAB CABINET; CEMENT ASBESTOS BOARD CAP CAPACITY CEM CE.MENT CG CORNER GUARD CHAN CHANNEL CJ CONSTRUCTION JOINT (CONTROL) CL CENTER UNE CLG CEIIJNG CLKG CAULKING CLR CLEAR CMU CONCRETE MASONRY UNIT(S) COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CONY CONVECTOR CORR CORRUGATED CT CERAMIC TILE CTEMP CONTROLLED TEMPERATURE D DEEP (DIM) DA DOUBLE ACTING DBL DOUBLE DEPT DEPARTMENT DET DETAIL OF DRINKING FOUNTAIN DIA DIAMETER WAG DIAGONAL DIM DIMENSION DW DMSION DN DOWN DOM DP DR DS DWG EA EL EEC ELEV EN EQ EQJ EQUIP EST EXH ElV EXIST EXP EXPAN Dff EXTR FAB FB FC FD FF FIN AO FJ RASH R.EY FLR FOIC FT DOMESTIC DAMPPROOFING DOOR DOWN SPOUT (EXTERIOR) DRAWING EACH ELEVATION ELECTRICAL ELEVATOR ENAMEL EQUAL EARTHQUAKE JOINT EQUIPMENT ESTIMATE; ESTIMATED EACH WAY EXHAUST EXISTING EXPOSED EXPANSION EXTERIOR EXTRUDED FABRICATE FLAT BAR FURRED CEILING FLOOR DRAIN FACTORY FINISH OR FINISH FLOOR FINISH(ED) FURNISHED & INSTALLED BY OWNER FORMED JOINT FLASHING FLEXIBLE FLOOR FURNISHED BY OWNER & INSTALLED BY CONTRACTOR FEET; FOOT GAL CAW GEN Gl. GOVT GR GSU GWB GYM GYP HB HC GALLON GALVANIZED GENERAL GIASS; GLAZING; GLAZED GOVERNMENT GRADE GLAZED STRUCTURAL UNIT(S) GYPSUM WALL BOARD GYMNASIUM GYPSUM HIGH (DIM) HOSE CIBB HOSE CABINET; HANDICAPPED TOILET FOR MEN OR WOMEN HDWD HARDWOOD HM HOLLOW METAL HANDICAPPED mElcs TOILET HOL HOLLOW HOR HORIZONTAL HP HIGH POINT HT HEIGHT HW HANDICAPPED WOMEN'S TOILET ID IN INCR INFO INS INT INV JST JT KO KP L LAB LAM LAV UN LT LTG MARB MAS MAT MAX MB MECH MEMB MFG MIN MISC MLDG MLP MO MTh NEG NIC NO NOM NTS OA OBS OC OD OPG OPP OVHD NSIDE DIAMETER NCH NCREASE NFORMADON NSULATION NTERIOR NVERT JOIST JOINT KNOCK OUT KICK PLATE LONG (DIM) LABORATORY LAMINATE; LAMINATED LAVATORY LINEAR LIGHT LIGHTING MARBLE MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL • • MEMBRANE MANUFACTURED; MANUFACTURER MINIMUM MISCELLANEOUS MOULDING METAL LATH & PLASTER MASONRY OPENING METAL NEGATIVE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE OVERHEAD PAR PARALLEL PART PARTITION PC PIECE; POINT OF CURVATURE PERE PERFORATED PERP PERPENDICULAR PLATE; PROPERLY LINE; P-LAM PLASTIC LAMINATE PLAS PLASIER PLY PLYWOOD PMU PUMICE MASONRY UNIT(S) POL POUSH; POLISHED PPL POLISHED PLATE PR PAIR PREFAB PREFABRICATE; PREFABRICATED PREUM PRELIMINARY PROJ PROJECT; PROJECTION PROP PROPERTY PSI POUNDS PER SQUARE INCH PT POINT; POINT OF TANGENCY QT QUARRY TILE QTR QUARTER RB REC. REEF( REQD RET REV REG RHS RL RM RND RO RUB S & V SC SCHED SECT SHT SHTG SIM SPEC SO SSTL STD STER STL STOR STRUCT SUB SUPT SUSP SYM SYS T T & G T-STAT TB TC TEL TEMP TERR THB THRESH THRU TOIL TOP •TW TYP I \ T PROJECT INFORMATION RADIUS; RISER RUBBER BASE RECEIVE REFRIGERATION REQUIRED RETURN REVISED; REVISION ROOANG , ROUND' HEAD SCREW RAIN LEADER (INTERIOR) ROOM ROUND ROUGH OPENING RUBBER STAIN & VARNISH SOLID CORE SCHEDULE; SCHEDULED SECTION SHEET SHEATHING SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STERIUZER STEEL STORAGE STRUCTURAL SUBSTITUTE SUPERINTENDENT SUSPEND; SUSPENDED SYMMETRICAL SYSTEM TREAD ,TONGUE & GROOVE THERMOSTAT 1ACK BOARD TERRACOTTA TELEPHONE TEMPORARY; TEMPERATURE TERRAllO TEMPERED HARD BOARD THRESHOLD THROUGH TOILET TOPPING TOP OF WALL TYPICAL UH UNIT HEATER UNF1N UNFINISHED UV UNIT VENTILATOR UW UNIVERSITY OF WASHINGTON VA? VAR Ve VCT VERT VEST VG VOL VS W W/O WAIN WC WD WF YIGL WHB WIND WP WS WT WEI YD VAPOR VARIES; VARIABLE VINYL BASE VINYL COMPOSITION 11LE VERTICAL VESTIBULE VERTICAL GRAIN VOLUME wryi SHEET WIDE (DIM) WITH WITHOUT WAINSCOT WATER CLOSET WOOD WIDE FLANGE WIRE GLASS WHITE BOARD WINDOW WATERPROOF WEATHERSTRIP WEIGHT WELDED WIRE MESH YARD DRAIN SITE ADDRESS: ZONING: COMPREHENSIVE PLAN DESIGNATION: SEISMIC ZONE: DESIGN LIVE LOAD: ROOF: FLOOR: WIND: N 400 SOUTHCENTER MALL, TUKWILA, WA CP PLANNED BUSINESS CENTER 3 NA NA 80 USE: RETAIL STORE CODES: UBC OCCUPANCY: RETAIL AREA: B2 UBC, UFC AND UMC; 1991 EDITION, ADA UGC CONSTRUCTION: (AREA INCLUDE ATTACHED COVERED WALKWAYS) RETAIL AREA: SPRINKLERS: BUILDING AREA: NO. OF STORIES: TAX PARCEL NO: I-FR 172,574 SF FULLY SPRINKLERED 172,574 THREE, PLUS PENTHOUSE 537920-0330 CONSTRUCTION VALUATION: $.2.750e,-9G0- •500000 PARKING: SOIL BEARING: PROVIDED BY SOUTHCENTER MALL NA 7 15 pemmir is Fop. dt)amou4igoot4 et4L9. Au. cot4sTwanoa UMW. 146 &lapse 05EPAgagwe . . . GENERAL NOTES 'Of 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. 2. DIMENSIONS ARE FROM FACE OF EXISTING WORK TO FACE OF STUD UNLESS OTHERWISE NOTED. 3. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 4. PROVIDE CONCEALED SOLID BLOCKING FOR WALL MOUNTED ITEMS. 5. VERIFY EXISTING CONDITIONS, DIMENSIONS AND DUALS. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING WORK. 6. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER UBC 3106(P) AT MAIN FITTING ROOM ENTRANCES WHERE AN ACCESSIBLE STALL IS PROVIDED AND AT ACCESSIBLE STALL ENTRANCE. SIGNS SHALL BE CENTERED AT 60 INCHES ABOVE FINISHED FLOOR ADJACENT TO LATCH SIDE OF DOOR. 7. MAINTAIN ALL REQUIRED EXIT PATHS FROM BUILDING WHEN OCCUPIED. PROJECT TEAM MINER ARCKTECT ML ENOINEERS SURMOR STRUCTURAL ENGINEERS MECHANICAL ENGINEERS/ ELECTRICAL ENGINEERS • SEARS, ROEBUCK AND COMPANY 3333 Beverly Road-D824C/A--2 Hoffman Estates, IL 60179 GREGORY & CHAPEL ARCHITECTS PS. 521 Kirkland Woy Kirkland, Washington 98033 (206) 827-0629 & H PACIFIC 3025 112TH Avenue NE Bellevue, Washington 98009 (206) 827-0220 M c LAR EN PETERSON ASSOCIATES 820 Jchn Street Seattle, Washington 98109 (206) 622-4580 HARGIS ENGINEERS 600 Stewart St, Ste #1800 Seattle, Washington 98101 (206) 448-3376 . . . , . . .• • . • . • • . •. . 11111111111 111111111 1111111 lirt 111111l1'i 11[11111111 1ik14444111 0 116MSPICH 2 9E2'73 4 5 6 7 p NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 • C 6E se L.Z 9? Q 47 C O e 61. Eit L 9: GL CI et LL ea 6 )1P1101111,1/11116 1 11/11111111101Milliiiillithl - • 111.111 111 9 1. • 0 11 MADE C'ERUANY 12 •••••••0.10011001111100.10111 I understand that tho Pim CNc.s.N f. ;.:.,vars are subject to error cnd omIslcin3 pproval cf plans does not authori the viciatn of erly adopted code or ordinance. Receipt of contactors copy of • ed plans BY 11411.14..41°' Oats NI Porn* o. 6(1'5" 031 INDEX TO DRAWINGS 014. Ti TITLE SHEET *A1 SITE PLAN a. • IF 0 G2----BEMCV-ER45404,41-SEBitotE+4T7--e-et- ' • Ci DETAIL r• • „ . • W 'W ' sr- A272---T4-1+Rer-FL4X344--REAN-/-9E-TAILES-- A3.1 FIRST FLOOR PLAN - AREA A 4K'A3.2 FIRST FLOOR PLAN - AREA B A3.3 SECOND FLOOR PLAN - AREA A A3.4 SECOND FLOOR PLAN - AREA B 11(-A3.5 THIRD FLOOR PLAN - AREA A 1 A3.6 THIRD FLOOR PLAN - AREA B *4-i FIRST FL-REFE-GG- PLAN - AREA A M;2- flR8R LC PEAN-ARA--B A4.4 4. • .0b, •10 , r • re 1t. • 111 . • L • .114 . r.. 111 • • A A f.• BUILDING SECTION, WALL SECTIONS, CU RTAINWALL ELEVATIONS, DETAILS A7 EXT7---EL-EVAT-FeNS, SCCTIONS A8 DOR_..CJ{EDULE/DETAI.LS *- S1 PARTIAL FOUNDATION PLAN -014" S 2 SECTIONS AND DETAILS M3 AAA AND DEMGHTIGN-fabckf+ AL • LL 111 111 Mb le• W -AN44-44E-440L-1--T+49-4-PI-Jk-N- A n. er • 111 W -A.14D--19E-44(9-E-FfeN---Pb4+1-- VICINTY MAP M 5 SEe15Itctf3-Ft6+1aR----..--tvtfetiAtftetct:- PbikP4- • . Pborist. sr fLAN 10` 441 1111 WW 5. 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A I e 1 R 141.0N-- N.CTION RENT 2ti w 1, I•vil fe 4.1 - • liatv - 1r 1 Aor.* 31_ 2 . 5 15.r1950a4555ab0arrif41t4W•410004r.10110.1 9 G C Lod vs 0 x..14.• ;Al , t 5 5 5 • I A SW .• .1' St UtqNs.L., alar- fr 11 • 5 ma!m5545tn • 3 19 99 ./ LOW • Is VIP • ,,f•avrattaa-050.6.4.50,pfs.5.01w0140. 20 - • •4,1040 P.M 54 9991)5 • 549 of ft 2 it vane 14 *St • ..555:4J- 41.•rg.- ; WI. Jell! 101-M-911 Alum 4 LIPMMIIIMWOWMOWWWWWM10.01 OD VII 8 2 0 .7r- • ATE 09/08/93 /00193 DESCRIPTION #1293 C I? OF liKWILA PPR VED utt'' 5 PErimrr CENT ,s.J..taul..\lf 4 19 Arrra.earArrre 3 SCHEME SHEET OF '45 Cft) (40 • I; ®L r I -- eXI6AT. TPA 5�t��5r �JCJK "Na CO. ! L E fofizmeRLY ffIGIC NELSGN SIZDRE WORK IN THIS PERM ' INCLUDES DEMO AND III „CONCRETE WORK AT LOADING DOCK INTERIOR AND CEILING DEMOLITION INTERIOR PARTITION METAL FRAMING 1 ‘40#6‘4 Foil EXIST. (c9 11,411414 ^RSA ) REVISE GRA MM MANS ms iRFA — SEE OW . "vic Exi6T (E) --- : \-- i ii rA iw: NT MARKINGS ,� / \> / O� NE :.�x"i' j 41 • A 21.21 N.\ N NN 1' 111111111111111'1II111J 11111111111IIIII I 1I1 �I 0 16 THS INCH 1 2 ^JG�b' 3 4 ( NOTE: Ake • N ■ NN N` NN,N NN NN.N N NNN, NN ti a 1111[1.l.l+, 1�f,11 I)1i{. 111111111111111111111111111 -1a.�1�1,11 1 I I5 6 7 8 if ~the' microfilmed document is less clear than this notice, it is due to the quality of the original document. Oe 6Z Be Le 9Z SZ 'he /CZ ZZ. Le () Z 61 St 1 i;1i111!Iii,i 04!!I II!1Inll !!IIIIIIIi iII11III4nitIl4t114ub 00164u41411404 II111140tuI T I1 9 ' 10 11 MA" I" GERwm 12, EXTERIOR POST MOUNTED METAL SIGN SCHEDULE SIGN arearrirceaseas isator SIZE 30"X 30" 12"X 18" 12"X 18" MESSAGE STOP HANDICAPPED PARKING - PERMIT REQ'D. W /ISA HANDICAPPED VAN PARKING PERMIT REQ'D. CITY OF TUKWILA APPROVED OCT a. 1 93 SITE PLAN SCALE: 1'. = 20 nun RECEIVED CITY OF TUKWILA OCT o 1993 PERMIT CE;1TER -11 ( . 5 F= : 0d0 7 2 G H O w4 LI Nk Z EL W J. r H O. 0 I-- Cam'... coa < • LU 0 0 `RI✓ 6-- LU < gatl ION DESCRIPTION #1293 SHEET OF Al • MATCH *_ ONO LINE :r WNW Ism maim I� Ip6 m on mess was E WON -_ — VOW MINI OM VOW J 2 -'L WNW NOV OM MO IMO OMNI WWI MOO MI OWN IMO OWN OM WON RECEIVING/ HOLOIJG r- WOMEN STOCK ROOM rlsts}tsis WALL. xl4)r. - G w ' '' 2.-118 . /8, I'E),. SAtC 1- 132, :, i O C K ROOM CI \ACAD \1293 \1293f L1A EC 1 F9Fi IT 'Demo toolm omv ti FITTING ROOM • OM WW1 NEW NOV Wirw WM ONO WON OM MON EINW III WWI Ma WM Ian OWN INdW WNW NM 418a 0 31 �R. 11J Il 1111jI�I�lI11lI1�11111I1111111I111lillil�lll 1I111I�11 I I I I� I I�' lil'iI 1111 �111,I�L�11i11�I�IIl�l1'1'I �d�I411F1 ' 0 16THSIHCH 2 ;413 4 5 6 7 8 NOTE: If ~ the mlcrofilsaed document i.s leas: clear than this notice, it is due to the quality of the *tlginal document. SALES STOCK ROOM to DISPLAY r FITTING ROOM cr WORK IN THIS PERMIT INCLUDES 1 1 DEMO AND INTERIOR CONCRETE WO K AT LO 1N DOCK INTERIOR WALL AND CEILING DEMOLITION INTERIOR PARTITION ` METAL FRAMING I --)\''%,.—}\■,,,_)N.,,,,... iN,,,, jr ..IN sjN, ji I I 1 ) / / r" wa NEW MO a® - r ,// / /./ / • / % 8.0.1 1 / FIRST FLOOR PLAN AREA -A SCALE: 1 /8" = 1' -0" I' 1' 111111111111111' 111' 111' 111111111111111 9 10 11 MADE OERMMIY 12. Ze OZ I VI. OI I I 9 11il1111b1J,l1111111u141.11li III!J.l Lt!I1nu) �I I �I 111 II tC'll�n��l III °l l� IIII�11�1111111� I .1. I► 1.111.1 II 1 Il I I II !l, 1 � . I IIt,U.I,l 1111 I 9 s a e z II WW 10111. 111 1 111. 1lll1111111111011111111111101111111111111111111111 FITTING ROOM CITY OF TUKWILA APPROVED -OCT 1. 1993 ILO z 0 LU cc ..i �cif) ; CL 06. , co 0 w t ad ri -V Via° 09/08/93 C.r_-I/1 "1 DESCRIPTION RECEIVED city OF TUKWILA OCT 4 1993 PERMIT CENTER A341 OF JJ nui== MOTOR ROOM STOCK ROOM 11111111 11111f11/11/111 1111 iiiiiii 111101 LOSS PREY. '111 iiiii ,1111111I llllll 11115 Ill/ L • iN:11±15.0"iletekN T ENtsPisic CANc?..r) 15 LNI:75Et 994$%SeiTe FlOW117. 4" 19*-8" 4' 24'-fr 4" AA 24'-O" 4' 4” 191-81' 4' L FtTTP4G ROOM 7.Z=.:7.---.7.7"7:-.; • •• // 1// _ 41111111 111111_1111111, 11 rICK-UP fIR.00ESSIN PE?. 42 H. MAMM lllll 111 (G:8.5P.) /WM . ROOM les FEFSats.IN51. OFF ICE (105 111 llll If fife O: FITTING ROOM )41 •:::::::-•••• lll STOCK ROOM A •1 COMbINPQ At 'F ?Om kJ. F , Less Pcotvl 1+35 eff occurwc.,( 0 laostVocC = 15 CON F FeCCM CCCUFANCY / 15:-.• • a' • ”: • OFFICE .". : . • • • • ..: SOUND WALL L hill •11/ 11111111 111111 1 hill /•1.171 11 p111111111 1111111111114 llllll MATCH 11191 ewe swam 11/1531 moss ENE NM ME OWE Mil LINE EMPLOYEE LOCKER. RM. ISM UNIS Paigla 001411 WM WM 1:161191 WO= Onam mom MBA VIM mum mama ems mum "mai iiffni 1:0= NSW 12360 MN (OM ONO 61/21 _-..-1 ''lti IL liE- r.„,...-...,../....„,,,,,r... . ) C'\ACAD\1.293\1293FL1B LLL *7, rIR/4'bC UNIOVe.. ft /Arr. sg STRt.tT, FCR 'New cot-. SALES kiE STOCK ROOM 11 111 I j - - - - -.11 .i --II !! 1. II I 1 STOCK \■ ROOM I FITTING _ } !ZOOM WORK IN THIS PERMIT INCLUDES DEMO AND INTERIOR CONCRETE WORK AT LkDADING DOCK INTERIOR WALL AND CEILING DEMOLITION INTERIOR PARTITION METAL FRAMING 1 . ll MIN ifeffint 11111181 BMW NMI ISIONN EMI FITTING ROOM f/ 11 DISPLAY , •:;t, 14181131 MON te/MO WNW EMS KUM EMI NEW INSIA 14e/17 -{1"77'ailk6 (.2"4er frAyfe 6 16" Ao. NT C*4 — Stir- Ii\cro c viu 0, 9WILDE'uNtr5 6N4-115/14,4'4 can; ell4S 61-ANT ON ID0,--K5V- ••■••■■■•.•■■••■•■•• .00.* • WM;T* ENTFONNa CaUkIN 3/42 ?4-- I -0 EST Ei\4\1ce caaimN /4"- jI.,II ••••, I I 1111111111.1111.111.111.111111 111111111.11111111111j111111114 1 1 111111 I 1 111.111 1111 I 11111111T 1111 11 11111 1 {1014+14111 0 IO THS IncH 1473 4 5 6 7 8 r NOTE: I f the microfilmed document is less clear than this I . - : notice, it is due to the quality of the original document. OE 6E Be LiZ 9E GE VE CZ EE LE OZ 61 8L 111i110100144141111111111141111111111110111111!1 kai1ud1 tut1 ttitit1itu4U i1iloilloil1 ioir 9L r?1, I. CI. EL LL OL 6 R )11111111AdatildijI4JjOil*P11.1(ilffjilintki11111,111(11 41411111111111111111111111111111111111111111111 9 1 10 11 """"mAm \ / f,/ r ,/ / / / / ,/ / , .' y / . ,, 1 .. I i 1 STOCK i, „ , , , , ,/ / 11M. / . , / , , ,,, ,- 1 ! / r"- i i, : i szoocomt: :,11,,,,, (jr....111 <-1 Y:..;', 1 ,,, ' /Li I ■ r / = / 1 I '1/ , / / / u. -\ ._....3 r / {L iI • y r 11,1 ( /' / EOM EMS WOW OM REM NMI KERR MEE MEM MEM EN= 1111091 MKS ISM GEM / ( ,/ / ./ 7 / , FIRST FLOOR PLAN AREA-B SCALE: 1/8"= , - • , ; ' • r. I. . • , ' r ' • r , ,, • / / MATCH / inn elitafi 1111121 IMMIS MS LINE CITY OF TUKWILA APPROVED DC1:1 1:1 .;5girt'lvlis3goN D RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER DESCRIPTION FIRST FLOOR PLAN #1293 tD 6 1 LLJ -J C.) to SCHEME a I MATCf1 ave was was Ease inall Ian 1 UNE :�::NM : :: �, �. a� .� ®� MIN 1111 • i OPTICAL • 144 127 Nit '�` /\ << MN N IMO a� NM aka a� _ — I a� a Kr a� a a I NOM UM NM > pawl l r� s _ — ®� 1111121 =NM — — MEN WOMEN E1 _..__.- .7._7.7._7.7..777__ _..J 1 I !I , 11 \ 7 1-11K C RItJ viommismanoll 411=1114•131410114111i • f • Ayt�NEW I- HIt• INFIL.L, %'ot:..a .; •. �.J :ti \ . Y •• \ • CIACAD \1293 \1293FL2A TRAINING ROOM 1.1 PROC. TEL & ALARM EQUIP. ROOM HH . 1 FRAMES n.• • • • .1; i1. • a • • • • @i4 .a. Jr- 111111111111111 111111 1111 111' 1'111'I'�'1'�' ^1 �I��'I'�'I���I 1 2 3 I r 1 1 0 16 THS INCH Fly f 4.1] 1 FITTING ROOM 1 MATCH awn —taw UNE • WORK IN THIS P MIT INCLUDES DEMO AND INTE IOR CONCRETE WORK AT LOADING DOCK INTERIOR WALL AND CEILING DEMOLITION INTERIOR PART TION META.. FRAMING 1 I \ Fri ILA R •r r..r�r.rr M I I 7'. FITTING ROOM 11111'1' 1 •l '''I' 'Ii11_,°11I'(I1 IIII 11111 1f 111 'I ,11. =!,1111 G 5 7 8 9 10 11 WrAf uJ GERMANY 12' N0''rE: If Zhe- it croftlmed document is Tees clear than this notice, it is due to the quality of the original. document. SALES t 11i STOCK ROOM r I _.. — — \1 k_-- _ l- .... -•_- _.- _- ..._._.V 1 SECOND FLOOR PLAN AREA—A SCALE: 1 /8" 11 4! 1' 1' 1' 1' 1111 1111111111111111111111111111111 6Z 8C LZ 9Z SZ 17Z ' CZ ZZ lZ 61. 81. Lt 9l St sit Ci Zl ll 6 8 9 S b E 2 t vi 14 o o>✓ oz o� 111111101101111114i1101110911111111111111111111111,1111rillNItIl!Itlitu 11l�IIlI�IU 1U Il►1111I1111(111I a I �1 �1�11 I X11 1 iIl a I �1 u luihit11nllli1111iI LfI Ilflllui1 it 11111 IU11111 1111II11I111 11111111(1 111IIII111111i1111111111iilII11I 11111 �I.I1 �l�L. Ll �. 0' z M� Z t t3 w 1±4 G1 N Pe M.J z3 °e uQ c, coDy L]D kin 0 (/') �41 2 Ct• tag • O 0 `° o W FLU U 0< a Iri LIMY OF TUKWILA APPROVED 'OCT . 1993 DESCRIPTION SECOND FLOOR PLAN #1293 ir!t .1 G DIVISION RECEIVED cir OF TUKWILA 0c r 4 1993 PERMIT CENTER A3.3 OF • -4"-- - -119•W • . ; . • I•: A ..... ............. .•••••••••••••••••••••••••• .. .............................. .................................................................................... .. ........ •• •••• • • .11."411104 00 • .• • • 1 L. SALES / STOCK ROOM • • • • • • • • • • • • • • • • • • • • MATCH 1 =EMI =El IMMIX ESS2 LINE • : • owe : maw : :WINE : SISgia::1251&111180 CI\IACAD\1293\1293FL2B • • • • • • • • • • • • • • • • • • • • r • • • • -IL u _ _ ___......". • A 1 STOCK \ // II \ , ROOM \ , /1 , / i \ / i 11 / /\ mom mum MON NNW MEM ENO REM MME SUB MUU UMW WNW MEW RIEVI mom WM Mil Mei ffinii0. 11111Sll! UM taws / • , i I / \ 1 I \ 1 1 i /1 \ V A 1 .11 11 r- EOM Went STOCK ROOM :7<.:::.. \-DE110/, 511N \ / \ 11?),NALL • STOCK ROOM -4 • 11--\ , ;r -”) ‘•.; LA NEW (e' mtg./ wuc STOCK ROOM , 3 i .14 ELEC. J ROOM • / 1::: FITTING ROOM FITTING ROOM / som won war man amsA mom owe ow MEE DIM MIN ME ma 66066 mom moo, Ammo mil Isdam sow ( INTERIOR PARTITION METAL FNAMING WORK IN THIS PERIIAIT INCLUDES INTERIOR WALL AND CEILING DEMOLITION DEMO AND INTERIOR, CONCRETEIWORK AT LOADING DOCK 1 ;-.. • • • • I 16 THS INCH 1 2 4 / mom Mom _ tom mana _// • .,..,;-•-•• •,....„.•;,:•- - - ',,•;..,./..,..„..;;;,,,',..; ; ",,••''.•:,-,-;-•;•• •-...-.•••„; .4; ...;.,;,;;',?,;'..-:.:.--'• ....',A"':-.'''';>;,:-,..:./.-;:;,.-=-,:.;- :;.,.'.',•..., ,--5,....-,-,t ..4.,:t.;.-1;....';;; ,. ;...;;:!.;;Ai-1,;„ ....,,..!!;,..;:,i; ..:.; „....,./',.. l'!$.,-;;:..,/...;.•.; .-;:.,...'...-. ''.:7:1;;;;•;..'4....T;f`,>-.'"......4.i.i.:::::17;;..,-,7".•;;. ;.'"..r,,•-'"-..",'!;:-;•':.105.'qs7,:;;•1;',-/;:...-.'4'..; .....;?..,:-.=,..'-!....7`;.,...!.e:;"..;.-.--,;.-;••?;',14 111111 ll [WI 11111111111 1:111:11.1111 1111111111 11.1:11144111 I l'i-1441.111.11.111.111111.1.11.111111111.111.11111.1111/1!1 5 6 7 8 6 ••' . . • io . • 11 MMEIN°ER°Aiil .12. ) Mr/ MEM MIN MEM Inge CM 2431 N\s/ N E I ME MOO 101611 WEI= NEMO itsION SECOND FLOOR PLAN AREA-13 SCALE: 1/8" • NOTE: ifthe microiflmed document is less clear than this notice, it is due to the quality of the original. document. Oe 6Z 8d LZ 9? GZ 47Z CZ ZZ lZ al at LI St St vt et Zt ,01,01101 41110 -iiiii10-thollojiloolijoitifull • ". • • MATCH IMMO MOM ISS UNE CM OF TIJKWILA APPROVED OCT 10 1 93 '0 I ! 6 AM& DATE 09/08/93 //1\ ;SION RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER .111‘1101:40■• DESCRIPTION SECOND FLOOR PLAN #1293 SCHEME SHEET to MATCH MOM MM110 MIMM IMMO UNE MME IMMO MME MOM WMM MEM WM MOM MUM MMO1 WW1 OM UMW MOM MVO MMM MEM MOM MMM STOCK ROOM w 1 - • • • ' • . it CI\ACAD\1293\1293FL3A STOCK ROOM WOMEN MEN (94 MMOI MOM MM. MMW MEM MMM MUM MEM MMM MWM UMW MOM MEM NM WMM MEM MMM • S . ,•• •• • • • •11""O. p• . ..z_, • — - - I) 4: 143 : : i i $4-: : :4:.S.S.•.•.•.•.,••■43.V.V.V.W.••••••■•■ ......... or F-- • BMW MMM OMM MMUS OMM MMM MEM MIMS MEM OEM MMM MMM OMM MEM MMM OMM MBE MOM MEM MIME MOS NMI MOM MMM SALES [11 LA [01 ccrWORK IN THIS PERMIT INCLUDES INTERIOR PARTITION METAL FRAMING DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK INTERIOR WALL AND CEILING DEMOLITION MUM MRS MEM • • : ROOM • I 1,@ 111111111,, 4: 5 1, • , „ ; , , .! ; .; d 4.1. , A.\ 11111111111 illr 1 Ill '1111 11 1111111111111111111 111,14All 11 0 is /HS INCH 1 2 9013 4 5 6 7 8 t I NOTE: If theiicrokilmed document is less clear than this t , notice, it is due to the quality of the original , / • OE 6e SG ce 9Z Se 'tie lee Ze le OZ 61. 91 /.1 91 11111111111111111111111AIIIII1111111111111111:1111111111111ifiktillild1111111/1.111111114.1/1i 1111111-111i111/1111 document. S t I. CI ZI tl 01, 6 bib!! 10404610604 THIRD FLOOR PLAN AREA-A SCALE: 1/8'= i4,x1,,11111111i1111111111111111111111111111111111 9 10 12. 9 c .14111)1111111111111111111i11111111111i111111111111i11111It1 lill1 llil1 CITY OF TUKWILA APPROVED OCT 0 193 G DIVISION DESCRIPTION THIRD FLOOR PLAN AREA --A t co (A1 SCALE: 1 /8" = 1 ` -0" SCHEME RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER SHEET A • a r LOCKED STOCK !ZOOM \ • 12 •6 [*--xxxxx 3:- x-- IF'�t•-x- x x x x x x Ii .M - x�F- x--N-- if -'J�- v f! x 14 if-)! H / MATCH :1 , NION Min WM mum ME MKS ME Eft OM i UNE Ci \ACAD \:293 \1293F"L3E x x -, x x x r. tt x—x x x —�t—x— x �I - >E —x—x n—x• —x — x- 3c —r —�c c v 1 f�\ EME MOM EME WEE ME& WEE EMM EME EWE M EMM NEM MEM M�� ,/ { ( � . mmm mmm mmu mum • • 1.....l:tt4 tt ttl r-1 411 \ S\ 4 ,, SALES K "tt:tt WORK IN THIS PERMIT INCLUDES DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK PARTITION AND CEILING DEMOLITION METAL FRAMING WEE M MEE OEM MEN MEM EMI MEE MEH MEE MEE MEW MUM EMU ENE MEE MEM NEM MEM mom mum nom mom MEM MEE MEE EME EMM MEM t t.r '. '_':✓/;` .. l.: r . .:.e, ;..� �.� ^� ,•; `4: •.. •.- h4:�. =., ...,,.r ., .Y ....:l.i .��,.r •. i+ .: ,.ter ...�,.. - -S:; r:... ±�,, ..�.: Vi..� ;... ., f..� .. . �. -,: :. 111111 I I' i' I' 11 1 ' ' I 41:141,111 11 11 4.1. i' 11111111111111111111111111' I' 1' •111111111 • 9 10 11 MAP" OERW NY 12 l NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 06 L II {`..: LZ OZ bl Bl 111ii111111111111ti1I1111illlililli1111111111ilillil lllillilii 11 1. Iiid i a 1i1 6Z a Gz 9 z z e ! i1Ilu ilalt;l.UUlllld- l)ilill1,11( STOCK ROOM I! 6 � J THIRD FLOOR PLAN AREA-B GL 9L $l hl Cl Zl.. ll (A. 6 9 L . :0 5 £ ? l ww Q 01J111� ,(Llllnl�l�i 1111illlji iiL�� 11111 Alitidi liia liliiliiii{Idiiid ililiiiillililiiiihiilllililiilil linlliiil CITY OF TUKWILA. APPROVED -0C'r j o 1993 'It. DIN ' DMVMS1o11 RECEIVED CITY OF TUKWILA O T 1993 PERMIT CENTER W' Z Jh < 0rn� f1 0O� wQ w ` 3 1 z c. u.cf eVlIJ F" R F) Ce oj Q LUI cn tom,. ta. ca Lu co M LLI < saa 6A DESCRIPTION THIRD FLOOR PLAN AREA -9 cD SCALE: 1 /8" = 1' -0" SCHEME SHECT • r —41/4"---- 11-0° Cot. I ei." ' e- ic;."..j:.31-o - - - 1$11 - j: -- -----r- I- 2fl -. •••• ALLM, F1SAtv1 fPANC4-4:7.-L. at10" j:,3s-Sa 71 4! • I ' • 1411( ti WALL 1' --c," •<> 4ME 5LEvAircf\I /NNE& s () ce INM ?Wm r -7.1 pF.4.04 5134671 1-iF,A11-11t4.61 siuD reuolit.461 74"),.3/14, WAN, PM P. ■e-xe.AL.44T GP.4.4049.-- H 54 1 HEiso 14 CLIP ms-leiLes miart.) 4 fga11GCO c. WIFFZ BREAK. -1I-KU ! BRICK Vekleteg. AHD rotifei•I U waiLt. ee442N,c) I...jJ 1.e5, MULLION seAtiawr C.LI !MN InAH I N161 JAN1115 ei C:UKTAI 1\1 IAL6Kii. i:7S94 1 1/1)11-; PL-1 rog. kiz*u_ ri-p C.4,124.4 Slz It4F-6,4p 141. 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' i ! ! s i 1 s S .--.....4C—"Ni.--.°N, S t i 1 ' 1 ; I ■■•••••■•■, ••■••••• 7MTP.,,-a 3WTFtrZNc..6 r EifrtiAL- MULL ION ALUMINUM c-,17:>fzeflIc1 " F12,e4seliNgat 1emrma:›INW1-#41T11•4G c.,514r 4 Atove t:zXi; (1YrIc.44.,) 11/44fif S19.11'1176 14,J1., 0)4H1ito DeP. MATC, Exist 14 - 14414)17,64I- Pgide...44Pr, OR. SPACEV --o"o.c. 148X. - 1444' 4e444,. 4.-114, FlPe. 447.6.e..4m alp% 12. Go., MTh' '‘'SrFrir 4.Lzre• 1464-CF44L, ‘DrA4-1 5 di-rubs His1.10,.sc.feW,s P. dortja). ictx<01..pt Holt : 1END RAIL }49Itii3ONTAL-Lsf te•tot.n> TOP Noe-!, .444P te(oHP morrom w056 241 ) RETLEN WALL 14AkIDR-Aci L DETAJL I V Rece-5s ttio. Totla+ ewlefale - .111/11FILI11114,101011.110111111.110111■101=1..........." 1 leg ATTAr' OPP. HMO OP?, oPP. 1-104.0 00±4ilit\isLLxvt}4 etARANce 11_o" 1 • •4-2," H1q14 EA. 4 fl 0,1 r tAirr .6., 2 Emsr. euDiN6 r c 1 CE11.-INS ''T WE ANO 519•1,4cte IAczwA.-/- P RriftylAN geMovE EXIST ‘ici\LE LEVEL-5 je:',10■ed iN EML. JD / ICt="0,C,MoNX- Lligc.oF mpct Mari 2.11, --raucl-I s4r1cl4 e SOPF row - OrMAKTE3 1:760R, racisT eLcinhev cr.096 H* i EIXIGT - REMANIN NEW 6.03 ,eq‘l N.451A-L- 51UD F/*4N C SC,ISI 161,4 ISC'e 5 - IseRrit aXieT. o\sr sioNe .c7),Icem, awe° ON Ker,9g-Ps:7 e 104. ‘tviAx 'IKOOf NY/ ExERicr,.. INA."11044.1/ sysrwr (qrs) G14 tyrerAL sTuDfRA14114(; 0. MAX -r::COS-SIDWALL fv12. WINGWAID ANO Th'N:1-0/1-L.) • WhHA'JLE CLts Miti4a),k,IND i VicOD ) f3"f 61,1•41NEIMALL r` 3P-D T- 1\40-1"Nivi e Nom-t (HALL) E\irlSiANCEs 1-0 E>s1451: •-•14.4\4 trq&*(5wr?3, FeM441,4 • 2Nt° L-tet-mt,4e, fIXTUM5 I A fc'••'.__f.5___:____.c..1101\1 • • t , ! , .M.evroo.MV...m.ft..V......•■•••••.....•••■•••••••••••■mo .1.*.•1** -+ 11 11 p\TC-4-t eft-. Lotylci\-ticivrt14,,, agbv.-THei,e/itNis 1 - WORK IN THIS PERMIT INCLUDES DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK INTERIOR WALL AND CEILING DEMOLITION INTERIOR PARTITION METAL FRAMING fq54ove exic5r f`tolqi-kr Witqlzve fiN11•1 WIeVIC.,65 fATc.ti coNc., \t4 J S ON ?-t • %P.;' •••••,P.I. tt • ;•*.,•/,'"? 2•4: -;teCrt• " '41 •••••;:t. " 111111111111111111111111111 • I 1111111111 11111111J11111111 11111111111r11111111 '1 11 1111111111 111111111111111 ,1.1114,1 11 0f3 4 5 6 7 8 NOTE: If the microfilmed dGcument is legs clear than this ( notice, it is due to 0 C 6 8 L 9Z SZ VZ EZ O 61 et 111111111111P111111,k101111(0111111111111111101111i111.111*1-11!111 I1111411)111 a1j ItELRJI 1111,110111 Lk the quality of the original. document. - 1 et zt IL 01, 8 10,1.1110 '11j11111,110111jilit 1,1111111,11,11111,11 9t St 471 4 1111111111111111111111111111111111111111111 10 11 '44D" MR/44NY 12. • 111111111111111111111111111110111111111111111111111111111111111111 Eicl6T1N&C":2LiitvIN IN NEW etNc.t.c.raip4' ciri OE TUKWILA APPROVED RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER r.T2=1■1 Vgf-hL.L. 1' -o" DESCRIPTION SCHEME • SHEET -TV-7- i V j I SLAB S.AWCUT LINE - -----+ ''!S''\3 G`.ADE HAMS Lu / S ' MIX-VA-TIM( 2 \- 2 I-- EXIST GRAD BEAM, (ry'r) GOADING DOCK FOUNDATION PLAN SCULL: 118" UA -L� R`:i3A,R 10 TRACK r CON ANGELES METAL 16T400 , W / 1' /64 "0 AT 16 "OC STANDARD / VELOCITY POWDER DR VEN FASTENER (� n ) (1`Y4 MIN r�C.IYI_TR.1TilrIV !NT() CONC) 2 #4 COW: - ---� 2 #4 x 24 "0c. (WELD O` D T16T400 ANGELES METAL TRACK) BOND BEAM ---/ `w/ 2 #6 c - 3000 PSI AT 28 DAYS 1. MAx WATER/CEMENT RATIO 3 (NON -AIR -ENT) .54 (AIR-ENT) 2. MIN SACKS /C. Y. 51/ SAW CUT ' INr ---1 C ;fu 'MALI. 1 1 \t _L6x4x41sx1O' fad l AT NEW OPENING (OVER CUT 8" AT EA. END AND SLIDE ANGLE INTO GAP) SEE 'DFT 1 /S1 NEW OPENING r�- PiER 1: 4 #6 VERT (GROUT SOLD) PIER 2: 4 #6 VERT (GROUT - SOLID) 21/2" ri3. TIP 2'.x1 TIP PIER 3: 8 #6 \'ERT (GROUT SOLID) r,,,,/,77772177.77.771--- /.<'/,7777777T.--, --- 21/2" ;r i / • �1YP 1, ','", , 1; PIER 5: 6 , #6 ,VERT L! ` z 1. ! (GRO;,+r SOLID) -d---- 8' 0 "t OPENING • -- ,i PERS 1 -5 PER 4: 8 #6 VERT (GROUT SOUR) SCALE 314" - 1 ' - 0" /' WORK IN - THIS PERMIT INCLUDES DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK j" INTERIOR WALL AND CEILING DEMOLITION INTERIOR PART'IT'ION METAL FRAMING VERT ;f4 AT 24" OC - -- (A1_T. #5 AT 32 "OC) GRO J r SOLID SEE SEC F D /St FOR CMU WALL AT TOP OF GRADE BEAM 2 #5 CON T y 8" f CMU BOND BEAM W/ 2 #5 -- BOND BEAM w/ 2 `5 Ft BOND BEAM (-FIN GRADE w/ 2 #5 / CR PAVEMENT 3' -0" 1 #6 (GROUT SOLD) r - 4 #5 / /// E.F CerPouT 56t4 D) 1 6 (GROUT SOLID) r--4 #6.E.F. tI c+u-r scum) n 2' -V" 4n 7' -4" 3'-8" 1 8'-0" an 1 ---rya i PIER #1.-J \— PIER #2 (77-.3 s i \-- PIER #3 PIER 4 NOTE: - 1. SEE ARCHITECT FOR DIMENSIONS. — - - -- ;1 (6 F F. C.,rr soup) ---- 12" CMU riN FLR 2'-rO" \ --PIER #5 CO ai 1 — I ()C�• w� c- VERT #4 AT 24 "OC (ALT. fib AT 32 "OC) GROUT SOLID #4 x 2' -O" TO MATCH vERT REiNF (DRILL INTO EXIST GRADE BEAM AND SET w/ EPDXY GROU 1- r PI 08 '� BOND BF. AM W/2 #5 cscKK • '' \f 1, 1 -� BOND BEAM W/ 2 #5 j FT` CNI BOND BEAM , -- AN GRADE Nti #f i r / 2 5 P UR P AVEMEN ------ EXIST GRADE BEAM GENERAL NOTES THE FOLLOWING NOTES PPPLr EXCEPT WHERE SHOWN OTHERWISE CODE. LIVE LOADS CONCRETE Uniform Building Code, 1961 Light storage 125 psf (at loading area) Seismic Zone 3 Wind 80 mph, Exposure C Footings and foundation Walls Slabs on grade: All structural concrete Masonry poured grout in lintels, bond beams & cells MAX WATER, /CEMENT RATIO f'c NON - AIR -EN1 AIR -ENT 2500 0.65 0.54 .3000 0.58 0.46 3000 0.58 0.46 2500 0.65 0.54 MINIMUM SACKS /C,Y. REMARKS - 5-1/2 Note 1 5- -1/2 5 1/2" max aggregate 1. Air- entraining agent (3% to 6%) to be used in all concrete f!atwork exposed to weather. REINFORCING S7.EL ASTM A615 grade 60, except #3 and #4 stirrups, ties, and elbow bars to be grade 40. Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined in ACi Report 315. ;OTE: Reinforcing steel not specifically shown in walls, slobs or beams shall be assumed t uical es similar sections and details where reinforcing is shown. CONCRETE COVER OF REINFORCING 3" Concrete poured against earth. 2" Formed concrete with earth bacikfill. 1 -1/2" Beams and cdurnns (stirrups, ties), outside face of walls exposed to weather, sicbs cn moisture barrier, 1" 'r'Ialis, inside face. Formed Slobs. 3/4" Lap concrete column and well verticals 32 diameters and all rn;:sonry waft reinforcing 40 diameters. Lop all other reinforcing 24 diameters. Splices of tension regions shall not bt: permitted except as shown on drowings. WALLS THICKNESS HI/40 RIZONTAL VERTICAL Reinforcing 6" wall & under at 16 "oc ;4 of 18" min (Grade 60) 8" wall #5 at 18 "oc #5 et 18 min 1U" wall #4 at 18 "e.f. .4 at 18 "e.f. 12" wall f14 at 16 "e.f. #4 at 18 "e.f. all other wails . .20 of 1% .12 of 1% Provide #3 hairpin bars with 12' legs at 6" o.c. (minimum) at head of 011 openings. Provide 2 - #5 extra bars extending 25" (minim:;m) beyond corners at top, bottom, and each side of 'opening. Use 2-#5 x 4' -0" diagonals at each corner except for 6" walls use 1- #5 dicgonol ot each corner, Extend horizontal wall steel to 2" from outside face and lap with elbow bars (30 diameters) of same size and spacing. Lop outside face only ot corners. Wall stubs shall be some size and spacing as vertical steel. Proke 1 6" stubs ot 18" o.c. where walls without vertical reinforcing are poured separate from footing. SLABS AND BEAMS I shall be rigidly supported using 'concrete blocks or chairs manufactured in accordance with C.R.S.I. standards. Use ,tee t #4 raiser bar for all slabs. Mere slob steel is oorallei to abeam: or wall provide #4 x 5'- 0 at 12" o.c. in top of slab across beam or wall. Where slob is on one &de only, top elbow bors shall be #4 x 3'- 0" at 12" o.c. At openings over 18" square provide 2 bars some size as main steel extending 30 diameters post opening, at each side and diogonai'y ot corners. Non structural slabs on grade to be 6" thick placed on grovel fill and reinforced with #4 at 16 "o.c. each wcy. SCOPE OF S iRUCTURAL ENGINEERING SERVICES The 'Structural Engineer has performed the structural design and prepared the structural working drowwir gs for this project. The construction must be performed In strict accordance with The structure! drawings. Any deviation from the drawings must be approved in Writing by the Structural Engineer. Errors and /or omissions fount on the structural drawings must be brought to the Structural Engineer's ottention immediately. The Structural Engineer is responsible for the design of the primary structural system,' except for any cornponents noted above. Responsibility for any secondary structural and non - structural systems not shown on the structural plans rests with someone other then the Structural Engineer. EXPIRES The structure shown on these drawings is structiraily sound only in its completed form. The Contractor shall provide all necessary bracing tc stabilize the building during construction. The Structure! Engineer is not responsible for, and will not hove control of, construction means, methods, techniques, sequences or procedures, or for safety preccutions and programs in connection with the construction work, nor will he be responsible' for the Contractor's failure to carryout the construction work in accordance ,,vith t ^e contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility, The Contractor must check all (assumed) existing conditions shown on 'these "drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling Of details of work which °ore' monifestly necessary to carry` out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Cori tractor from performing such omitted or inadvertent mislabeled details of the work but they shill be perfcrrned as if fully and correctly set forth and described in the drawings and specifications. SECTION SCALE :. 3/4' U a) 6 x. x5ifs 7'-_3". NEW 1// OPENING NI 24' -0" 1 7,4 1 8" CMU G, 2ND = R i - FIN FLR .. Via'..{'. >... 11 11111 I I JI 111 1 11111111111 111111 1111111111111111 J !)-! -111 111,I.1^f ,,.. ,1 f 0 16 THS INCH 1 2 9113 4 i NOTE: notice, I' w • r ( 111111 II-I 1 i II IIiIIIIIl `IIifI'I1111f I ^I J11lL11:1fi' 11 9.1111111 11111111111111111 1111111111111111111111 9 10 11' DE W GERMAHT 12 DETAL SCALE: 3/4' - 1 ' -0 MASSY WALL REwoRcENENT 1 (UNLESSSN TED FILL BLOCK VOIDS CONTAINING REINF STEEL w/ 2500 PSI CONC. LSE 1/2" fAX AGGREGATE SiZE REIPIFORCI�lG STEEL BLOCK THICKNESS 12" VERTICAL BARS HORIZONTAL (BOND REAMS) ALL JAMBS & CORNERS ALL OPENINGS EXCEEDING #6 AT 48"oc 2 #6 Al 48 "oc TO BE REINFORCED w/ CONTINUOUS VERT!Ch_ BAR. FRAME 24" w/ 2 - #5, EXTEND 24" BEYOND CORNERS, 1 YALWEI .11113. FILL ALL BOND BEAMS & r:iNTELS w,/ 2500 PS CONCRETE w/ 1/2" MAX. AGGREGATE SIZE. PROVIDE CONTINI ;GUS BOND DEt�u COURSE AT TOP OF WALL, DOOR HEAD HEIGHT ty; M 4' --C"oc (MAXIMUM) BETWEEN TOP OF WALL & FLOOR LINE, (UNLESS SHOWN OTHERWISE) • 1 2 ". CLR , ! i 1r'1!') BLOCK SIZE REINF 1. 8 x' 8 '2 x 8 2 - #5 2 # 6 !T` ,r (UNLESS SHOWN OTHERWISE) SIZE SPAN REINF 1 On C'ft ...,.,.. (T4'P) 12 x 8 -8' -0" OCT BEARING & . 2 - #6 T&B RECEIVED. CITY bF TUKWI 41993 RSIVIRSTER PROVIDE END .`I �•Ss CELLS `, I MINIMUM END OF JOB. .. 6 7 8 :f the microfilmed document is less clear than this it is due to the quality of the priginal document. OE 6z ee bZ 9Z Sz 47z ' �z Zz Iz OE 6t LPL L! (1111111 11 I111111l Iil11i11 111 1i111r 1 11111 111 Ili 11 1 I ► I 1 I I I I`' 1 I f l _ , 1 11 ...1 l l._ � I I I i W,1>�lll.� 1�,.1.1111�IIIII 1 UI�IJ l�,lil)flll�411I 1111JL 1 % el 1 1��li rzr, I li llila l nllii0i � l ► i��(6 i lyhIl ii il. 9 S 47 >r z( I WW p II hill 111111Ii111111i11111111111111( 11! I11I1III111111111111111I111llin 1 DESCRIPTION SHEET .11.0•04MININErwmr —011 SAW ir Cot Ar '.6"0C INTO EXIST AND SET EFO\ GRCLIT) SECTION IMMINOWIMMIC c o A• .)■„1,4;_ • --EMBEDED ANGLE 1-or #4 AT 16"OC EMBFDED ANC!! NW EXIST '*—SAW GUT r--1 #5 CONT i I ,--- SMOOTH ",.URFACE. W/ / BOND 6fEAK 4.4 AT 14.6c. #4 is.r 16 OC — t_o ---.-- -- #3 TIES AT 12"OC (10 #3 ES AT 6"0C AT EACH END) .r _ 7 #9 3" CL CLR #4 AT E.W. t. #4 AT 2'--6" TO --LI- MA1C;IL VERT REINF SAI CUT LINE i Is. :!4 AT 1690Ctor-1-------- (DR;LL INTO EXIS: SLAB AND SET W/ EPDXY GROUT) • I ----12" CMU WALL (SEE ELEV) 1 t-o --o , #4 AT 16' O11 C, (DRL NTO EkST S11,13 .M11 ST W/ EPDXY GROUT) SECTION rAL'7-. = 0" ''ER REIN- '-'Er r LE -- #4 AT 16110C F (HORI?) #4 A: 12 OC E.F. (VERT) — Cr: Ci.) LL INTO EXIST c,-,z;t4DE SET W/ EPDX'v GPOuT) r 14 AT I 6"CC DRILL. INTO EX -2 #5 CON GRADE GRADE BM OR LAB I AND SET w/ EPDXY GROUT) ---- #3 HES LAT. 1,2OC _ CONT NEW EXIST f. 1 = DETAIL • SCALE : 3/4' 612" PIT 8" I #5 CONT--\ 2 15 CONT- tH 2'---6" 8" 6'- " PIT -- #4 AT 16 OC / / CA. WAY #5 CONT #4 A 1 irOC -- 1 -0 1-0 - 2 #7 CONT 2 #5 CONT -#3 TIES AT 12"0C cc .....•••■•••••■■•■••••■■•••••■••••.... \ • FLR c=t; r— — - - #4 (GR. 60) x 2'-6" (DRILL INTO EXIST GRADE BEAM AND SET w/ EPDXY GROUT) g OF 8" x 26" GRADE 8M -))- 1 1 r--- FIN FER .---.1.--.4 ..,-----------7 3 #4 (R. 60) x 2'-6"-- (DRILt INTO EXIST GRADE BEAM AND SET IN/ EPDXY GROUT) --- NEW 8" x 26" GRADE BEAtq 1,C #4 (GR. 60) x 2'-6" (DRILL INTO EXIST GRADE AND SET w/ EPDXY GROUT) DR,I.L INTO EXIST CPi)i- BEAM OR SLAB AND SET W/ EPDXY GROUT SAW CUT--- -1' 6" 4.—or 1 SEE PLAN 8" #4 Al 1610C, . WAY 6'--2' PIT ■•••••■■■........•••■■•••••■•••■Wolmolw• #4 AT ',6"OC — 2 #7 CONT - #5 CONT , ------2 #5 CONT - -311E5 AT 12"OG CV NEW EXIST DETAIL MIANIMMO111.10.61MINAYSCIII• -6 #4 x CORR.!, INTO EXIST GRADE BEAM AND SET W/ EPDXY GROUT) SCALE : .3i 4" 7 WORK IN. THIS PERMIT INCLUDES 1 DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK \ INTERIOR WALL AND CEILING DEMOLITION INTERIOR PARTITION METAL FRAMING 1...;,•71?....i-1;'...,-;•::;di:;Ii±,;14-/.14'Z..."7:::;:ti..,::1::1-W'TLo..1::.:".".e.L'..;A" `',..,1&71%-(6::." n THS INCH 4 - AL-. . , , - , • = Il!JIIIlI 11-1111 J! tItII IJ II I 1III 11111•141111 I 41411111111111111111111111 I 11 MA" IN GERM*14Y 12. 2 4 5 6 7 8 9 10 ! ; NOTE: If the microfilmed document is lass clear than this notice, it is due to the quality of the original document. 06 6Z EfG LZ 9Z GZ ; CZ ZZ 1.Z 03 61 Ell LL 91 SI. 411 C L LL OL 6 :9G fiC LAN 0 lifilifililli1111(1111 1111111111 0111111111111,:11,1111111011141 11111111 1111i1H.111411i161111.14611111j1111Rilbilijahli1111111 1.1 I oplquothIllifilffottfluuLtAi whin • t • - — • . ' • • ' ' • ' LLI )( • r):= r.• rv: •?.." • , • E.-X1ST GRADE .EIM --FIN FLR • e 1i 4c--- 6 (DRILL x L. INI;(-)6E"X-1.5.--T-G-R/ADE BM AND SET W/ EPDXv GROUT) SECTION ________ SCALE: 3/4' =. 10" x 18" (E) GRADE BEAM RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER LU CL, DESCRIPTION SCHEME SHEET Nr: Iti r XI ST . ' .... ..gomesmomar-i..a•N•Z•etrIF. • 1......... _ .. • 1 IIVI.M.M1.140.01M ; • — — _ - .- ' , . • _ - -• • - • . . .... I ' • - . 1 . 1 . . ,-- , ...... ..'------ 1 0 (DPI ANF, — Cr: Ci.) LL INTO EXIST c,-,z;t4DE SET W/ EPDX'v GPOuT) r 14 AT I 6"CC DRILL. INTO EX -2 #5 CON GRADE GRADE BM OR LAB I AND SET w/ EPDXY GROUT) ---- #3 HES LAT. 1,2OC _ CONT NEW EXIST f. 1 = DETAIL • SCALE : 3/4' 612" PIT 8" I #5 CONT--\ 2 15 CONT- tH 2'---6" 8" 6'- " PIT -- #4 AT 16 OC / / CA. WAY #5 CONT #4 A 1 irOC -- 1 -0 1-0 - 2 #7 CONT 2 #5 CONT -#3 TIES AT 12"0C cc .....•••■•••••■■•■••••■■•••••■••••.... \ • FLR c=t; r— — - - #4 (GR. 60) x 2'-6" (DRILL INTO EXIST GRADE BEAM AND SET w/ EPDXY GROUT) g OF 8" x 26" GRADE 8M -))- 1 1 r--- FIN FER .---.1.--.4 ..,-----------7 3 #4 (R. 60) x 2'-6"-- (DRILt INTO EXIST GRADE BEAM AND SET IN/ EPDXY GROUT) --- NEW 8" x 26" GRADE BEAtq 1,C #4 (GR. 60) x 2'-6" (DRILL INTO EXIST GRADE AND SET w/ EPDXY GROUT) DR,I.L INTO EXIST CPi)i- BEAM OR SLAB AND SET W/ EPDXY GROUT SAW CUT--- -1' 6" 4.—or 1 SEE PLAN 8" #4 Al 1610C, . WAY 6'--2' PIT ■•••••■■■........•••■■•••••■•••■Wolmolw• #4 AT ',6"OC — 2 #7 CONT - #5 CONT , ------2 #5 CONT - -311E5 AT 12"OG CV NEW EXIST DETAIL MIANIMMO111.10.61MINAYSCIII• -6 #4 x CORR.!, INTO EXIST GRADE BEAM AND SET W/ EPDXY GROUT) SCALE : .3i 4" 7 WORK IN. THIS PERMIT INCLUDES 1 DEMO AND INTERIOR CONCRETE WORK AT LOADING DOCK \ INTERIOR WALL AND CEILING DEMOLITION INTERIOR PARTITION METAL FRAMING 1...;,•71?....i-1;'...,-;•::;di:;Ii±,;14-/.14'Z..."7:::;:ti..,::1::1-W'TLo..1::.:".".e.L'..;A" `',..,1&71%-(6::." n THS INCH 4 - AL-. . , , - , • = Il!JIIIlI 11-1111 J! tItII IJ II I 1III 11111•141111 I 41411111111111111111111111 I 11 MA" IN GERM*14Y 12. 2 4 5 6 7 8 9 10 ! ; NOTE: If the microfilmed document is lass clear than this notice, it is due to the quality of the original document. 06 6Z EfG LZ 9Z GZ ; CZ ZZ 1.Z 03 61 Ell LL 91 SI. 411 C L LL OL 6 :9G fiC LAN 0 lifilifililli1111(1111 1111111111 0111111111111,:11,1111111011141 11111111 1111i1H.111411i161111.14611111j1111Rilbilijahli1111111 1.1 I oplquothIllifilffottfluuLtAi whin • t • - — • . ' • • ' ' • ' LLI )( • r):= r.• rv: •?.." • , • E.-X1ST GRADE .EIM --FIN FLR • e 1i 4c--- 6 (DRILL x L. INI;(-)6E"X-1.5.--T-G-R/ADE BM AND SET W/ EPDXv GROUT) SECTION ________ SCALE: 3/4' =. 10" x 18" (E) GRADE BEAM RECEIVED CITY OF TUKWILA OCT 4 1993 PERMIT CENTER LU CL, DESCRIPTION SCHEME SHEET