Loading...
HomeMy WebLinkAboutPermit M10-123 - SEIU HEALTHCARESEIU HEALTHCARE 635 ANDOVER PK W M10 -123 City di'I'ukwila Department of Community Development 6300 Southcenter Boulevard,-Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 2623049143 Address: 635 ANDOVER PK W TUKW Project Name: SEIU HEALTHCARE Permit Number: M10 -123 Issue Date: 10/06/2010 Permit Expires On: 04/04/2011 Owner: Name: SOUTHCENTER CORPORATE SQUAR Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111 Contact Person: Name: PATRICK CONVERSE Address: PO BOX 70 , FALL CITY WA 98024 Email: PATRICK@ALLSTAR-HVAC.COM Contractor: Name: ALL STAR HEATING & A/C INC Address: P.O. BOX 70 , FALL CITY, WA 98024 Contractor License No: ALLSTHA044JK Phone: 425 766 -1941 Phone: 425 222 -7652 Expiration Date: 04/12/2011 DESCRIPTION OF WORK: MOVE GRILLS AND ADD (13) NEW GRILLS Value of Mechanical: $3,210.00 Type of Fire Protection: UNKNOWN Permit Center Authorized Signature: Fees Collected: $233.13 International Mechanical Code Edition: 2009 6/4-6 Date: ot //// I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit do not presume to • ive authority to violate or cancel the provisions of arty other state or local laws regulating construction or the perform ce of work. I am . thorized to sign and obtain this mechanical permit. Signature: Print Name: /6(//'`� Date: l° 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. doc: IMC -4/10 M10 -123 Printed: 10 -06 -2010 • • City of Tukwila nl �Z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049143 Address: Suite No: Tenant: 635 ANDOVER PK W TUKW SEIU HEALTHCARE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10 -123 ISSUED 09/14/2010 10/06/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M10 -123 Printed: 10 -06 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permi does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perf• ance of work Signature: Print Name: Date: /0 6 -/° doc: Cond -10/06 M10 -123 Printed: 10 -06 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Mechanical Permit No. 01. J 0 ia3 Project No, (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: S` 0371163 Site Address: VV ►vii D° 6 4(-JQS-1- Suite Number: Floor: aZA New Tenant: Yes ❑..No Tenant Name: SE t R E-Iep( a TfCRe n Property Owners Name: �"! W J4 CLQ R coo , N cry `, Mailing Address: FI 0 3 }R iQO . � tie o Sofig e City Avi 7P0`1 State Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Rick C O \AJ ° f'S Day Telephone: Yob' 76 4 Mailing Address: PO, / OX %O f al/GI-i� �,�/ gg 0Al /' City State E -Mail Address: TI i Ct N% / ST .41M/C. C 0i41 Fax Number: y°)5 d x 294/.9? MECHANICAL CO RACTOR INFORMATION Company Name: N/ 1 tW R //cirri Mailing Address: i0? 70 �'�/ City Contact Person: ri?i C< eakA,e Se e Day Telephone: Fax Number: U Expiration Date: / /`% /%% E -Mail Address: Contractor Registration Number: A'.L ST 4A0 ��State ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised, 1-2009 bh city Day Telephone: Fax Number: State Zip Page l of 2 Valuation of Project (contractor's bid price): $ 2 /t9 �3 Scope of Work (please provide detailed information): /Ms—J/7 C/VAS ,//O 400/A:5 / Aku) 16, Use: Residential: New ❑ Replacement ❑ Commercial: New Jig Replacement `J Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig /Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR : Y L S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN THORIZED AGENT: Signature: Date: Print Name: „ [ l; /c Mailing Address: ,(Qax '70 Day Telephone: City State Date Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1.2009 bh Page 2 of 2 i City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwi la. wa. us Parcel No.: 2623049143 Address: 635 ANDOVER PI{ W TUKW Suite No: Applicant: SEIU HEALTHCARE RECEIPT Permit Number: M10 -123 Status: PENDING Applied Date: 09/14/2010 Issue Date: Receipt No.: R10 -01823 Initials: User ID: Payee: LAW 1632 Payment Amount: $233.13 Payment Date: 09/14/2010 12:12 PM Balance: $0.00 ALL STAR HEATING TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 043259 ACCOUNT ITEM LIST: Description 233.13 Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 186.50 000.345.830 46.63 Total: $233.13 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -14 -2010 • INSPECTION RECORD a.Retain a copy with permit INSPECTION NO. At() 423 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 =2451 - • Pro t (u 11W! o Inspection: AA Add 35 vQ Date Called: Special Instructions: Date Wanted: --"`a_.mm- © " z7 .-1C? p.m. Requester: Phone No: Approved per applicable codes. • • a Corrections required prior to approval. CO ENTS: °yj1_7 iD SPECTION FEE REQUIRED. Prior to xt. nspection. fee must be d at 6300 Southcente Blvd.. Suite 100 Call to schedule reinspectiori. ;INSPECTION RECORD .'Retain a copy with'permit INSPECTION NO. PERMIT NO. y' CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 eject: , ' w � Type f Inspection: Agdi Address: Q , , (,,35 M�vvt- r W Date Called: Special Instructions: 0 3 1 ti �© uAr 2 —�ZZ —7b.s� Date Wanted: . • / _ / -f V P.m., Requester: Phone -2,0(. --113 _954 ! Approved per applicable codes. • El Corrections required prior to approval: • COMMENTS: ri REINS E t1 1 FEE REQI�`IRED. Pr?'or to next inspection. fee must be paid'at 6300 Southcenter Blvd., Suite 100. Calbto schedule•reinspection. � AEI M TC r COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -123 DATE: 09/14/10 PROJECT NAME: SEIU HEALTHCARE SITE ADDRESS: 635 AN DOER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART NTS: t� iEding Division Public Works A,,v� N 4 ° e -I0 re Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete w Comments: Incomplete ri DUE DATE: 09/16/10 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Building Please Route VI Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/14/10 Approved ri Approved with Conditions ® Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 Contractors or Tradespeople Pater Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALL STAR HEATING Et A/C INC UBI No. 601703920 Phone 4252227652 Status Active Address Po Box 70 License No. ALLSTHA044JK Suite /Apt. License Type Construction Contractor City Fall City Effective Date 4/12/1996 State WA Expiration Date 4/12/2011 Zip 980240070 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CONVERSE, PATRICK N 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY & INDEMNITY 574573C 02/01/2005 Until Cancelled $12,000.0001/20 /2005 3 AMERICAN NATIONAL FIRE INS CO 790286532567 03/20/2002 Until Cancelled 04/12/2005 56,000.0003/17/2005 /12/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 FEDERATED MUTUAL INS CO 9434688 04/12/2008 04/12/2011 $1,000,000.0003 /01/2010 6 FEDERATED MUTUAL INS CO 5095393 04/12/2007 04/12/2008 $1,000,000.0004 /12/2007 5 CONTINENTAL WESTERN INS CNP2570630 04/12/2005 04/12/2007 $1,000,000.00 04/11/2006 4 NATIONWIDE MUUTAL INS CO ACP750151614904/12/2004 04/12/2005 $1,000,000.0003 /29/2004 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 02 -2- 22951 -4 FAMILIAN NORTHWEST INC InterPlead: No KING Date: 08/05/2002 Amount: $5,348.95 Date: Amount: $0.00 Dismissed Date: Amount: Warrant Information Education Information https: // fortress .wa.gov /lni/bbip/Print.aspx 10/06/2010 • .ti ACT ACOUSTICAL CEILING TILE JT . JOINT . ADJ ADJACENTI ADJUSTABLE LL@TE BY LANDLORD AT TENANTS EXPENSE AFF ABOVE FINISH FLOOR LF LINEAL FOOT ALT ALTERNATE MAX MAXIMl1M ALUM ALUMINUM MECH MECHANICAL APPROX APPROXIMATELY MFR MANUFACTURER AT MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED BIS BUILDING STANDARD MTL METAL CAB CABINET MW MICROWAVE OVEN CLR CLEAWCLEARANCE N NORTH I NEW CLG CEILING NA NOT APPLICABLE a. CENTERLINE MC NOT IN CONTRACT COL COLUMN NO NUMBER • COMM COMMUNICATION NOM NOMINAL COMP COMPOSITION NTS NOT TO SCALE COAST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OPNG OPENING CPT CARPET OPP OPPOSITE CT CERAMIC/CONCRETETiLE ORIG : ORIGINAL DIA DIAMETER PERM PERMANENT DiM DIMENSION PL PLATE DR DOOR PLAIN PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR E EXISTING I EAST PTN PARTITION EA EACH R RADIUS I REMOVE/ RELOCATE ELEC ELECTRIC RB RUBBER BASE : ELECT ELECTRICAL REF REFRIGERATOR ELEV ELEVATION (VIEW) REINF REINFORCING EXIST EXISTING . REV REQUIRED VI ON I R EXT EXTERIOR REV REVISION f REVERSE FN FINISH RM ROOM FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT . S SOUTH FR FIRE RATED SC SOLID CORE: a R FEET SECT SECTION N FURNISH f FURSHINGS SIM SILAR V GALV ANIZEb SQ SQUARE T STANDARD GO GARBAGE DISPOSAL STD STAND GWB GYPSUM WALL BOARD STOR STORAGE :, HC HOLLOW CORE SUSP SUSPENDED HOW HARDWARE TEL TELEPHONEr HM HOLLOW METAL TSG TEMPERED SAFETY GLASS HT HEIGHT TYP TYPICAL HVAC HEATING, VENTILATING: VCT VINYL COMPOSITION TiLE L AIR L CONDITIONING w RT VERTICAL IN INCL INCLUDE WI WITH I NSUL INSULATION 0410 WITHOUT ANT INTERIOR WC WAILCOVERING YVC WOOD SCOPE OF WORK S 0 U T H C E N T E R r . CORPORATE SQUARE BUILDING 8 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 p-1,06),, r / "� �1 C ;1� .. ss - 4J f _ 1-t; i I C PCRM lT �'•- D. !�S ODIRED FOR• M13Chanical I3�I13ctricN�l le: numbing Qt as Piping City of Tukwila BUILDING DIVISION • _ .;�- /'S TENANT IMPROVEMENT 10 THE SECOND R.00R FOR OFFICE USE TO INCLUDE DEMOLITION AND CONSTRUCTION OF NEW pAR rmo NS, DOORS. RELITES, LIGHT FIXTURES AND OTHER FEATURES AREA OF SUITE: 9,660 SOFT. OCCUPANCY TYPE: B. OFncE CONSTRUCTION TYPE: V-& SPRNq.ERED APPUCABIE CODES: 2009 INTERNATIONAL BUILDING CODE (iBC) 2008 INTERNATIONAL FIRE CODE (FC) 2009 INTERNATIONAL PLUMBING CODE (ITC) 2008IMTERNATION AL MECHANICAL CODE (WC) 2008NUiTTOt1ALELECTRICAL CODE ICCIANSI 117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WASHINGTON STATE ENERGY CODE (YYSEC), WAC 51•1 t WASHINGTON INDOOR AR OUA UTY COOS ASSESSORS PARCEL �: 51-0599183 m �a _.= ee �°� rs ere Nil( ,e� ",„ rr aw 4D. �m MO MO r. err �"O n 1 _ ia. ;a r/ r 3 STRANO FR raa.Aa Law are NO - - - OW WO OM / PON e� w $ SITE _ -' MIN EL 1 1 �- I is --` -_-� VD. l ! e Vii t � i , UPLAND O • Ne I �) I I- g MIDLAND • . t TRILAND e - -- _- - � LOWEST COMMON PATH: 76'5' � /% ALL THAT CERTAIN REAL PROPERTY SITUATED N THE CiTY OF TUKWItA COUNTY OF KING STATE OF WASHINGTON. BEING A PORTION OF.THE EAST 112 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC. 28, T.23N. FL4E, W.M., AND BENG MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST U4 WiTH THE WESTERLY MARGIN OF ANDOVER PARK WEST (59TH AVENUE SOUTH), -- -- _ •__ _ -- ^ i NORTH - � � � 0 8 : I VICINITY MAP NTS DISTANT ALONG SAID NORTHERLY LINE NN880542'W 136934 FEET FROM THE NORTHWEST CORNER Of SAD SOUTH- EAST QUARTER: THENCE FROM SAID POINT OF BEGINNING ALONG SAID WESTERLY MARGIN S01 47'29•W 451.30 FEET: THENCE LEAVING SAID WESTERLY MARGIN TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO :: , ;: • ;: THE RIGHT HAVING A RADIUS OF 50.00 FEET AMA CENTRAL ANGLE OF 90'649', AN ARC l! FIGTH OF 7884 FEET TO A POINT ON A LINE E THAT IS PARALLEL TO A 501,40 SOUTHERLY OF THE NORTHERLY UNE OF SAD SOUTHEAST 114: THENCE ALONG SAID PARALLEL UNE N8805'42 W 180.90 FEET TO A PONT ON A LINE THAT IS PARALLEL WITH AND 261.00 FEET WESTERLY OF THE EAST LINE IF SAiD EAST 1U2; THENCE ALONG LAST SAID PARALLEL LINE N01•4T29'E 136.00 FEET TO A PORiT ON A UNE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY Of THE NORTHERLY LINE OF SAID SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL LINE S88'05'42•E 37,50 FEET TO A POINT ON A LINE THAT IS NORTHERLY LINE OF SAID SOUTHEAST 114: THENCE ALONG LAST SAID PARALLEL LINE N88'eS47W 12.50 FEET TO A POINT AND 236.00 NE EASTHENCE ALONG LAST SA10 PARALLEL IiNE NOt'1 FE T2TE 265:40 ET TO A POINT ON THE NORTHERLY UNE OF SAID SOUTHEAST 114, THENCE ALONG SAID NORTHERLY UNE 588 0542'E 206.00 FEET TO THE POINT CF BEGINNING AND CONTAINING 2.408 ACRES OF LAND MORE OR LESS. PROJECT DIRECTORY _ ^ - BTL brit ,; ,.<, ::.. ,,;;,. -, , , :.,..,•,. , ' fi / % / %/. ,�/ /��� 7 r , • .�i/ , ��� ,,;; /,,,,��,,�� / //! / • ] b a i .1--1 I i I I I �1 !� I r e ►l l t e I 1 l l t ti I L_ l I i I 1 I I r I i , 1 I t---t I 1 1 - - - - . w . . • �� - / . /.., / / • -.r. _ ,I► /; �G. i� ... I i {i { �, { I -r I { L-1 , , ! ! i, , { { , -1. i � 1 1.. 1 I. J { / / / / //i//,...<• /// . . �. -- 1 1 1 I I 1 i t I i I ! I f I I . V i _ `• ^•' , ' EGRESS TRAVEL INFORMATION LONGEST COMMON PATH OF TRAVEL IN SURE: 76.5' OCCUPANT LOAD CALCULATION TOTAL SUITE SQUARE FOOTAGE 9.660 OCCUPANCY LOAD FACTOR _ 1000CCUPANTS _II L �- ' • NO CHANGE TO BUILDING AREA p • NO EXTERIOR WORK • NO CORE/SHELL WORK • NO STRUCTURAL WORK ® NORTH k A - ``- �► ` r1 • ti TENANT SEIU HEALTHCARE NW DESIGNER BOLDING TOTAL: (2)EJUT(S)REQLARED (1)EXIT(S)PROVIOED 1 MARVN STEIN AND ASSOCIATES, LLC PINNACLE REALTY MANAGEMENT, CO 2221 FIFTH AVE, SEATTLE, WA 98121 810 THIRD AVENUE, SITE 140, SEATTLE. WA 98104 CONTACT: STEVE NAVARRO CONTACT: TAMARA GENZALE (P) 206441.1449 F) 206.441.4361 (P)206-903-0662: (F) 206 - 9003068 EMAIL: snarartoQrtarvInstdaaxn ERNE: igenzafegpirnadefanly.can MECHANICAL, PLUMBING, FIRE PROTECTION u NORTH 2 ABBREVIATIONS NA 3 EXITING AND OCCUPANCY LOAD CALCULATION 3/32 " =1'-O. 4 SITE PLAN NTS 0 REVIEWED FOR CODE COMPLIANCE APon wED ��� c 0 U /- J 1N1� 6S+ t {A (�YY City / Df Ti 1(no cila BUILDING DIVISION f lir AND LIFE SAFETY ETY NOTES • 314' PLYWOOD BACKSPIASH PIAM BIS FAUCET b SINK PER ANSI 117,1 CODE COMPLIANCE t�IAM COUNTERTOP 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDNG ALL CONSTRUCTION MATERIALS AND PERFORMNG ALL WORK r ACCORDANCE WiTH ALL APPLICABLE CITY. COUNTY, STATE ANID NATIONAL MECHANICAL, PLLM1BIrG. ELECTRICAL, AND FIRE PROTECTION CODES, 2. MECHANICAL AND FIRE PLAN ALTERATIONS AND CONSTRUCTION SHALL BE PROVIDED UNDER SEPARATE PERMITS. REQUIRED DESIGN DATA SHALL BE PROVIDED UNDER DIFFERED SUSI1ITTALS. 3 THE GENERAL CONTRACTOR SHALL RECONf IGURE All EXISTING DUCTS, PIPES, CONDUITS AND FIXTURES TO COtMODATEALTEREDCONSTRUCTiON �.. E GENERAL CONTRACTOR SHALL REBALANCE THE HVAC SYSTEM AS REQUIRED TO ACCOMMODATE ALTERED ONSTRl1CiTON ' , °� THE GENERAL CONTRACTOR SHALL CLEAN All DIFFUSERS AND GRILLES. , 6 THE GENERAL CONTRACTOR SHALL VERIFY AUNO RELOCATE THERMOSTATS AS NECESSARY FOR ALTERED CONSTRUCTION. 7. THE GENERAL CONTRACTORSNIALLADJUSTEXISTINGSPRNKLERHEADSTOACCOMMODATEALTEREDCONSTRUCTiON. 8. CONSTRl1CTtON WORK SHALL BE CONFlNED TO Tt BUILIMIIG MTERtOR MIO SHALL NOT CREATE DUST, DIRT OR SUCH INCONVENIENCES TO OTHER TENANTS WITHIN THE BUILDING. 9. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING - 10, CONSTRUCTION OPERATiONS SHALL NOT INVOLVE UNAUTHORIZED DiSRL,PTION OF HVAC PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS TO OTHER TENANT SPACES OR COMMON AREAS OF THE BUILDING. 11. THE CONSTRUCTION SITE SHALL BE LEFT CLE/ WAND ORDERLY AT THE ENAOF EACH WORK DAY. 12. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL, 11 THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY UNAUTHORIZED PERSONNEL AND AS REOUIREO BY OSHA STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 14. NLF.PA• AND LF.C.- APPROVED FiRE EXTINGUISHERS SHALL BE LOCATED WITHIN (75) FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL 15. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTNGIASHHERS, HORNS. STROBES, ILLUMINATED EXiT S SIGNS ANDD RE OEQUURED SPRINKLER HEADS, ETC. PER THE INTERNATIONAL FIRE COO ( ) OR THE LOCAL FIRE E (LF C 0 16. THE SPACE AROUND PIPES. DUCTS, ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL. NOT EXCEED WAND SHALL BE PACKED SOLD WiTH MINERAL WOOL OR APPROVED FIRESAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY LOCAL CODES t. INSULATE AU. GLASS CHIAMNEL WS PIAM COUNTERTOP CD AND BACKSPLASH vviirr BiS CABS \- ' _ be . BYPASS SLIDING WINDOW YIiTFH 114' TEMPERED SAFETY CLASS Pl•2 Tbi RAM LOWER WI DOORS, (1) ADJ. SHELF AND 4• TOE KICK TYP. BIS APPROVED SiNK EXPOSED PIPES 11c PLYWOOD BACKING W! 8 MIN.. CLR t RAM CABINET DOORS CD ON CONCEALED HINGES. FINISH ON ALL SIDES 58• GAB: TYPE 7C 8 MN. CLR . �c�+ RT �+ TS N % ' PLAIN TRANSACTION COUNTER W /SELF EDGE TYP. I l ADA- CABINET (NOT BOTTOM AT BASE) W/ BIS ADA•COMPLWNT SINK a FAUCET, TYP. -I MEIAMNE FC115H DASHED INES INDICATE � 25 GA STL STUDS. TYP. �tt.l °�.�L�i w , ..- Marvin Ste • :1 . so c i a t es Llc planning design 2221 firth A%enue. Seattle, wa htr2Ion 99121 (2061441 -1449 n I� /� WW �. .... . n � I 8 24. 2S. / I 81 , . . .. INSULATE WRAP EXPOSED SUPPLY 8 DRAIN LINES. TYP. PROVIDERNISHED ENDS ATALL EXPOSED ENO& PROVIDE FILLER FOR LOWER CABINET AS NECESSARY . DRYWALL SCREW, TYP. CLEARANCES CONTINUE FLOOR BELOWSINK q+ c"3 \ _ f a=d4:1 lrn`�•:�41!~ -+•rs- 36• EQ: 5•:�4:'r�� 36 38• EQ. , �` :. Z \ �\ 12-0' WALL ANGLES EQ. EQ. - 11 iT • X WALL ANGLES � 24' 5 ELEVATION 318 =1-0 6 SECTION , =,.o• 7 ELEVATION $• =V-O 8 SECTION ` 3. -1� -0 • DRAWN BY: MW SEISMIC BRACING BEYOND) PROVIDE 4'-0' WIDE ACOUSTIC BATT INSULATION CENTERED CEILING AT SOUND PARTITIONS Tj`1 ,t 111011, 4l 1,114II/4 SEISMIC BRACING EXISTING STRUCTURE CHECKED BY SN METAL JOB NO.: 99135 078 CUP METAL STUDS STAGGERED O.C. FOR ALL UNBRACED ALL OYER TO STRUCTURE ABOVE POWER DRIVEN FASTENER (2) a10 SCREWS SCHEDULED CEILING 8-0' STRAIGHT . 12' ATTACH WW FITI 314' MN, ( PER 9/TI 1. (BEYOND) PER 91Ti 1, NION NO. REMSIONS INDICATED THUS 0 DATE BY PERMIT SET 08/19/10 MW 114' NON COMBUSTIBLE WOOD FILLER UNDER MAIN RUNNERS 118' BLACK FOAM TAPE. HOLD 114' COMBLJSTABLE WOOD . FILLER UNDER MAIN RUNNERS • ....:. . ��`l1;+1�j 1 CKF� FOAM E j BACK BACK 114' FROM EDGE OF TRACK LINE OF CEILING TLES AND (80TH SIDES) 1-114' .�•.--- :,; ' UNE OF CEILING TILES AND .a.�.....� �..r (BOTH SIDES) BLS GY1 a PARTITION 3 • I _. �` .. �"•. �. ....- + �� + GA GRID BEYOND (SEE - REFLECTED CEILING PLAN CONTINUOUS CEILING GRID CONTINUOUS 2112 x 25 GA METAL TRACK WITH (2) R10 SCREWS AT 14' O.0 GRID BEYOND (SEE REJECTED CEILING PLAN: CONTINUOUS CEIJNG GRID SYSTEM -DO NOT CUT) CONTINUOUS 2:112' x 1•tld• 25 METAL UOUS WRH (2) 14- SCREWS AT 24' O.C. TILE 8 GILD _ iT, THE GENERAL CONTRACTOR SHAH REPLACE THE INTEGYtiTI OF RATED PARTITIONS, COLUMNS MD BEAM FIREPROOFING F DAMAGED N ACCORDANCE WITH LOCAL CODES REVEAL (PAINT BLACK) OR MATCH EXISTING CONDMONL (BOTH SIDES OF PARTITION) 518' FIRE RETARDANT PLYWOOD REVEAL (PAINT BLACK) OR MATCH EXISTING COMMON. (BOTH SIDES OF PARTITION) 568 FIRE RETARDANT PLYWOOD RECESSED METAL 131AHNEL FOR SLIDING GLASS PNIa F e ' ��.� i i RECEIVE SYSTEM • DO NOT CUT) CONTINUOUS T.• METAL TRIM WI PAPER VYING (BOTH CONTINUOUS 1.• METAL TRIM W! PAPER DING (BOTH SIDES OF PMTITIONh GENERAL NOTES CITY OF Tu to I({�yi Y 8 MAX y 8 MN( S MAX 8 MAX A1All 8 MM 8 MAX NOTES: 0 SIDES OF PARTITION) ROME ACOUSTIC GATT INSULATION BETWEEN STUDS AT SOUND PARTiiIONNS 1. IATERAI BRACING ISTO BE NSTAILED ON \ -r i ) 1 l ' ( OF WALL TEHNii PARTITIONS AT 8 FEET O.0 EXCEPT Al 1, THE GENERAL CONTRACTOR SHAD. BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS Aim PERFORMING SEP 4 201 _� -"� • r.. `' +� BLOCKING AT WALL HUNG ITEMS (YIFERB APPlICA81 E • REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKN(` , SIDING BLOCKING AT WALL HUNG ITEMS (1YHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: La ..� I ye 1 TOP OF WALL NNITFJRSECTiONSWITH WALLS ATLEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) 2 PROVIDE BRACING ATANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. ALL WORK IN ACCORDANCE WITHAL' APPLICABLE CITY, COUNTY, STATE AND NATIONAL BUILDING AND FIRE CODES. p ��I MIT CENTEF GLASS PANELS I I r,,i AT WALL IATERAI BRAICNKi (STAGGERED) PER 2. THE GENERAL CONTRACTOR SHALL BE GOVERNED BY AU COMHTIONS STATED AND DEPICTED WITHIN THE ' �� =; ' CONSTRUCTION DOCUMENTS FOR THIS PROJECT. 20' RIDE SHEET METAL AT L0' FROM FLOOR i0 BOTTOM (N L EU OF W00D BLOCKING) 20' WIDE SHEET METAL AT *40' FROM FLOOR TO BOTTOM (IN LIEU OF WOOb BLOCKING) DETAIL ABOVE (TYP) LATERAL WALL BRACING PLAN VIEW Lr PLAIN TRANSACTION COUNTER �+ I j ii 3 THE GENERAL CONTRACTOR SHALL VISIT THE JOB SiTE AND VERIFY ALL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS OR CO* NaNG THE WORK. �- Ni S HEAD SECTION '' � HEAD. SECTION 4, ALL DISCREPANCIES BETWEEN ACTUAL FEND CONDITIONS AND THESE DRAWINGS SHALL BE REPORTED TO MSSA FOR CORRECTIVE ACTION 9 PARTITION HEAD BRACING CONTINUOUS 25 GA. METAL RUNNER CHANNEL ANCHOR TO FLOOR AS REQUIRED WITH MLR POWER DRIVEN FASTENER 314' MIN EMBEDMENT AT SB' GAB, TYPE 70 EACH SIDE CON•HNUOUS 25 GA. METAAL RUNNER CHANNEL. ANCHOR 70 FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER 314• MIN EMBEDMENT AT O.c OR SIMILAR .=, .`� -..� -"" "� .��- � I,i c'"� 518' GAB, TYPE'K EACH SIDE BASE, AS SCHEDULED. W ►zLFE�E�Dy4- PLYWOOD BACKING AS i 111 PRIOR TO PROCEEDING WITH THE WORK 5 THE GENERAL CONTRACTOR SHALL YERFY ALL BUILDING STANDARDS (B1S)AS DEPICTED OR Lt5TE0 N THE CONSTRUCTION DOCUMENTS. CONTRACT DOCUMENTS OR THE BIIN.ONG OWNER'S PROJECT REWIRED. :: , _ - r - 1e• TI-1 COVER SHEET DETAILS Ti-2 oEMoLtTION 8 CONSTRUCTION PLANS Tb3 REFLECTEQ CEILING ELEGCOMMUNICATIONSTLAN TI4 FINISH RAN FILE COPY' MANUAL. 6. THE GENERAL CONTRACTOR SHAH OBTAIN ALL REQUITED PERMITS AND APPROVALS UNLESS NOTED OTHERWISE. 7. ALL WALLS. PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED AND SUPPORTED To RESIST SEISMIC FORCES 8. THE GENERAL CONTRACTOR SHALL PROVDE BLOCKNG AT ALL WAU. MOUNTED ITEMS &THE GENERAL CONTRACTOR SHMALL ALK7i AND RJRR ALL INTERIOR PARTITIONS sO THAT RkISHES REMAIN JUSHM IN ROOMS AND CORRIDORS REGARDLESS OF PARTITION WIDTHS 10. PROVDE LEVELING THROUGHOUT THE SPACE FOR PROPER NSTAL1ATIONOF EQUIPMENT, PARTITIONS. DOORS. GLUE -DOWN CARPET, ETC. A TOLERANCE OF i? WITHIN TEN FEET IS ACCEPTABLE 11. THE GENERAL CONTRACTOR SHALL REVIEW ALL REWIRED SUBMITTALS AND PRODUCT SAMPLES PRiOR TO SENDING (3) HARD COPIES TENANT: S EI U HEALTHCARE NW TRAINING PARTNERSHIP ,Y, ::: _:: - - - - / BASE. AS SCHEDULED. 81S G1Y8 PARTITION 11: 24' 0.C. OR SIMILAR 24' JOORNG AS SCHEOUtFD Exts„NG STRUC1 A SUBTING sTRUCTURE FLOORING AS SCHEDULED _ BASE SECTION BASE SECTION N RUBBER � °"`E° pp Permit 1`®�w • PINT► review approval is subject to errors and omissions. s�roval of construction documents does not authorize fl ,-,:. v o!ntion of any :� ed code • ordinance. Receipt r H� 'approved Flel� and �� H'� ' "pp py ons is acknowledged: _ D ��� By '�' TO NM FOR REVIEW MTD COMMENT. 12. � RESPONSIBLE IN L MATERIALS pROVISpNS FOR BUILONGPOIKESN REGARDS T0ACCEPTABLE HOURS OF WORK. SAFETY. NOISE,CONSTRUCTION ACTMTESORCONDUCTOFPERSONNEL. REGUiATIDNNSGOVERNING THESE ITEMS ARE TO BE SPECIFIED BY THE GOVERNING AGENCIES AND BY THE BUILDING OWNER OR THE BUILDING OWNERS 11 DO NOT SCALE ORAWINGS 14. NoxTFJiATaNTOEXSTNCSrn1JC1LJRUElE1tv1sISPERNmEOUaESSSPECiFIC1aLLYD�ICTEDWITHIINTHE APPROVEDCONSTRUCTNONDRAWNGS. 15. THE GENER ALCONTRACTOR SHALL COORDINATE THE ACTMTiESOFSLIBCONTRACTORS . TRADES. DELIVERIES. MO STAGING OF MATERIALS OnSITE. SHEET WILE- SECOND FLOOR •"e ,, • COVER SHEET & DETAILS . ,, i; �, 2.1/2'x25 G0.METAiLBTUD PaavaET1L:BATT ENSTIJDSAT PMT1T10N5 SOUND U PAR PARTITIONS ` X11' 25 METAL REVISIONS No changes shall be made to the scope Of work without prior approval of Tukwila Building g Division. NOTE: Revisions will require a new pl submit ",.I and may include additional plan revi:yv fees. i AT 24' O.0 618TYPE'X'GIYBFACHSIDE �� •� 'a, 24/Tx GA STUD AT Z4' O.0 5t8TYPExGriemaiSIDE. PLAN VIEW r."4 PLAN VIEW r0 /o Date:. l:- City Of Tukwila DI III f1T1111*! RiPR000CiDN. ALTERATION OR PUBIiCATION OF THIS OF w B 1 ;� , TI"� 10 STANDARD TENANT PARTITION /mow 11 STANDARD TENANT SOUND PARTITION - M /� 12 SECTION -1f2 =�-0 13 DIVISIt111t SHEET INDEX NA „Ot, GHTS BY MS•A 2010. OF . ic5 1)1 4 1 1 11 j1 1 11 1 11 1' 1 1 11 11 1 t1 11 11 11 11 t 11 5551 .:. MEN 56IX 51221 , 14425 Zing 1112E 5522 SOX 112121 M 11551 MEV 11121211 21122 MI ME 5E42 5221 I 1 ,i t 11 1 1 1 1 i1 11 11 11 j1 1 ,1 11 1 11 11 11 11 11 j1 1 11 11 II J • i 1 1 1 11 1 11 ra 1 1 ' 1 v u IL • EiECTR1ca • R 0 11 11 11 11 O 0 ELI WORK ROOM m EXISTING ELEVATOR LOBBY DEMOLITION PLAN 118" =1' -0" 5' 10' WORK ROOM m 19'.6 IEEE HALLWAY RECEPTION J NORTH KIN 210 BREAK ( EASTING) EXISTING ELEVATOR LOBBY CONSTRUCTION PLAN =1.-0 0 5' 10' M.1.01.wmal NORTH MUU PTN. 11171 LOUNGE 1i LOBBY DEMOLITION LEGEND EXISTING BUILDING CORE TO REMAN EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED CONSTRUCTION LEGEND EXISTING BUILDING CORE. EXISTING PARTITION NEW B/S TENANT PARTITION. SEE DETAIL 10/TI-1. NEW WS SOUND PARTITION. SEE DETAIL 11ITh1. NEW B/S 3'43' WIDE X 8'-3 HIGH TEMPERED SAFETY GLASS REUSE N 875 W000 FRAME NEW B/S CLERESTORY WINDOW. U.N,0„ WITH SILL Q +17 AFF AND TOP FRAME TOAUGN AT DOOR HEAD - BUTT JOINT GLASS AS REQUIRED. (WIDTH PER PLAN) - ALIGN DOOR SCHEDULE 6, UNLESS OTHERWISE NOTED DOOR NUMBER 1YPE OF DOOR A NEW B7S3%0'WDEX8'J HIGH SC WOOD DOOR IN BSS WOOD FRAME. HARDWARE a. BIS LATCHSET. I. tIIS LOCKSET, ELECTRIC STRIKE AND CLOSER- CONTRACTOR TO PROVIDE INFRASTRUCTURE ONLY FOR TENANT PROVIDED CARDREADER EXISTING DOOR TO REMAIN NOTES: 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER-TYPE. NAMES, PULLS.IATCHES. LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHAH. HAVEA SHAPE THAT IS EASY TO GRASP WITH ONE HAND MD DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PMTS OF SUCH HARDWARE SHAD. BE 34' MIN. AND 46 MM. MOVE THE FLOOR Z THE MAXIMUM FORCE FOR PUSHING OR PULUNG OPEN DOORS OTHER THAN FIRE DOORS SHALL SEAS FOLLOWS: I(TERIOR HINGED DOOR ■ 5.0 POUNDS (22.2 N}, SUNK OR FOLDING DOOR • 5.0 POUNDS (222 N). THESE FORCES 00 NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE 000R IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.. 3. THRESHOLDS AT DOORWAYS SH I NOT EXCEED 0.5 NCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 NCH (8,4 MM) AT DOORWAYS SHALL BE BEVEIEO WITH A SLOPE NOT GREATER THAN ON UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). 4. EXIT DOORS MUST REMAIN UNLOCKED AT All MS IN THE DIRECTION OF EGRESS. PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECW. KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS. DEMOLITION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING THE TENANT IMPROVEMENT DEMOLITION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER. OR LEE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUI.DNG OWNER MANAGEMENT. 3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENTS RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. WE GENERAL CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. THE GENERAL CONTRACTOR SHALL NOTIFY ASIA OF ANY NON-AUTHORIZED STRUCTURAL ALTERATION. UNDER NO CIRCUMSTANCE SHALL ANY REINFORCING OF ANY KIND BE DAMAGED, CUT BROKEN OR ALTERED WITHOUT PRIOR APPROVAL FROM MS8A AND THE GOVERNING AGENCY. STOP ANY DEMOLITION WORK NOT PRE-APPROVED ON THE DRAWINGS WHICH AFFECTS THE STRUCTURAL INTEGRITY OF THE BUILONG IMMEDIATELY. 7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS. ERRORS OR DEFECTS TO THE BUILDING OWNER I MANAGEMENT. 8. PROTECT ALL ITEMS. EQUIPMENT. FIXTURES AND SURFACES NOTED -TO REMAIN' DURING DEMOLITION. DEMOLITION KEYNOTES O REMOVE (2) OF (3) EXISTING LIGHT SWITCHES. PATCH AND REPAIR WALLAS REQUIRED TO PREP FOR PAINT. 0 REMOVE EXISTING LIGHT SWITCHES AT THIS LOCATION. PATCH AND REPAIR WALL AS REQUIRE TO PREP FOR PAINT. O REMOVE EXISTING CABLE TRAY AND SERVER RACKS, AND REMOVE POWER CONDUIT AND REUSE CIRCUITS AS REQUIRED - SEE ELECTRICAL. PLAN. O CONTRACTOR TO PROVIDE AND INSTALL COVER PLATES FOR EXISTING CORE DRILLS. NEW FLOORING (T.B.D.) TO BE INSTALLED OVER PLATES. O CONTRACTOR TO REMOVE EXISTING WIRE MOLD AT THIS LOCATION. PATCH AND REPAIR WALLAS REOUfRED TO PREP FOR PAINT. U5 CONTRACTOR TO REMOVE EXISTING ELECICOMMUNICATIONS WHIP. PATCH AND REPAIR WALL AS REQUIRED TO PREP FOR PAINT. EE 361.2 FOR CHANG " EXISTING CABINETRY, CO TRUCTION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN ATALL TIMES DURING THE TENANT IMPROVEMENT CONSTRUCTION. 2. ALL WALL IN FILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 3. DISRUPTION OF THE BUILDING FIRE ALARM. ELECTRICAL POWER. WATER. OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING OWNER/ MANAGEMENT. 4. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING WALLS SHOWN TO REMAIN ADJACENT TO NEW CONSTRUCTION. 5. FASTING WALLS, FIXTURES AND CASEWORK TO REMAIN ARE SHOWN FOR REFERENCE ONLY. 8. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS, 7. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WALLS, SOFFITS AND SURFACES SUSCEPTIBLE TO MOISTURE. 8. ALL DIMENSIONS INDICATED FOR PARTITIONS ARE FINISH SURFACE TO FINISH SURFACE UNLESS NOTED OTHERWISE. 9. ALL DIMENSIONS ON THE CONSTRUCTION DRAWINGS MUST BE MAINTAINED. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS MUST BE REPORTED TO MS8A FOR CORRECTIVE ACTION. 10. GENERAL CONTRACTOR TO PROVIDE (3) HARD COPY SETS OF CASEWORK SHOP DRAWINGS TO MSBA FOR REVIEW AFTER GENERAL CONTRACTOR HAS REVIEWED. CONSTRUCTION KEYNOTES O NEW ONE-WAY GLASS WINDOW FROM +36 AFT TO 44' AFF IN PANTED W000 FRAME TO MATCH WS DOOR FRAMES. O CONTRACTOR TO FELL/VERIFY EXISTING 000R TO DETER/41E IF UPGRADE TO ELECTRIC LOCK IS POSSIBLE. IF INCOMPATIBLE, CONTRACTOR TO PROVIDE AND INSTALL NEW 61S DOOR WITH ELECTRIC LOCK. 0 CONTRACTOR TO PROVIDE MINIMUM FURRING AT COLUMN FOR POWER DRAW. SEE EtECICOMMUNICAT10NS PIM 2/T13. O EXISTING CABINETRY TO BE CLEANED. O ADD SOUND INSULATION AT PARTITION AND ABOVE PARTITION TO MATCH DETM.1VIII. O. REMOVE EXISTING LOWER CABINETS. F'RO DE 3INSTALL NEW DISHWASHER AND NEW END CABINET. EXISTING COUNTERTOP TO REMAIN. SEE 3111.2. REVIEWED FOR CODE COMPLIANCE AponnvER' SEP 16 2010 City of Tukwila BUILDING DIVISION 24' CLEAR EXISTING CASEWORK TO REMAIN. NEW OPEtING AND END PANEL FOR DISHWASHER- FTNISH TO MATCH EXISTING WATER COOLER AND REFRIGERATOR BY TENANT SOUTHCENTER CORPORATE SQUARE os BUILDING 8 i19r ANDOVER PARK WEST NKWILA, WASHINGTON 98188 Feocsie � Marvin Ste' '.sociates, LLC planning v design 2221 Ilflh Avenue. Seattle. W'a hln,tun 99121 (206) 441 -1449 DRAWN 8Y: MW CHECKED BY: SN ,)00 NO.: 99135.078 NO. REVISIONS INDICATED THUS 0 DATE BY PERMIT SET 08/19/10 MW R CEIVED V F TUKWII A SEP 142010i PERMIT CENTE R TENANT: SEIU HEALTHCARE NW TRAINING PARTNERSHIP SKEET TITLE: SECOND FLOOR DEMOLITION & CONSTRUCTION PLANS REPRODUCTION. N.TEM110N OR PUBLICATION CF THIS DRATRNC, MAHOUT EXPRESSED PERMISSION BY MS&A, I5 A VIOlA1KN OF FEDERAL COPYR/GHT LAW: COPYRIGHT BY MS&A 2010. TI -2 OF 4