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Permit D13-335 - HOMESTREET BANK - TENANT IMPROVEMENT
HOMESTREET BANK 130 ANDOVER PK E D13-335 • (--City of Tukwila Department of Community Development �2 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 �$ Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov Parcel No: Address: 0223100040 DEVELOPMENT PERMIT 130 ANDOVER PARK E Unit100 Project Name: HOMESTREET BANK Permit Number: D13-335 Issue Date: 11/15/2013 Permit Expires On: 5/14/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PARK EAST REAL ESTATE LLC C/O IRONWOOD INVESTMENTS LLC 1501 N 200TH ST, SHORELINE WA, , 98133 ELISHA PERSON 1110 112 AV NE, SUITE 500 , BELLEVUE WA, , 98004 RAFN COMPANY 1721 132ND AVE NE , BELLEVUE, WA, 98005-2250 RAFNC**061J7 SELF FUNDED - HOME STREET BANK 1/1 Phone: (425) 463-1342 Phone: Expiration Date: 4/20/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT INCLUDING REMODEL OF EXISTING ATM CLOSET AND ADDITION OF NEW NIGHT DROP CLOSET IN EXISTING SPACE Project Valuation: $20,895.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Fees Collected: $832.64 Type of Construction: V -B Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N N N N Volumes: Cut: 0 Fill: 0 Number: 0 Yes Permit Center Authorized Signature: Date: ///5/73 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permi and agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: 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. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. • • 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 12: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 13: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 15: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 16: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 17: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1 Project No. 1 Date Application Accepted: 1, 0 —1 Date Application Expires: k ^?--5 k L\ (For office use only) CONSTRUCTION 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** SITE LOCATION King Co Assessor's Tax No.: 0 z 3 1 °651145E6 Site Address: 136 / 00CAIt:e-• PR2K E; Suite Number: IDO Tenant Name: (-�owtEsTR6e ��NK_.. PROPERTY OWNER Name: 6.L1s0/4 -f>Ee_smik .S Name: P/4 eIGrct9s-Y t3u u-Dih1z r !Ur- City: t L -C-1 56: State:wri Zip: ' co.( -Address: %ccs 3361-8 St e -r/ t i1 -E Zc6— City: FECEn tj.i LA/ State: toll Zip: cto CONTACT PERSON - person receiving all project communication Name: 6.L1s0/4 -f>Ee_smik .S Address: 1110 IrZr(4 AvE Nc--,,.r,-rc Sad City: t L -C-1 56: State:wri Zip: ' co.( Phone: 42_5". ci6 �. NH 7 Fax: Emai1:gk.15Ft/a . pe kUr..V1RNA.KG1Z ccu-1 GENERAL CONTRACTOR INFORMATION Company Name: FiJ CduSt rLve-Tror`1 Address: 1-3-2. t `-;ZNP A u NE - City: gEL Levu6 State: Zip: cirses- Phone: y25-: iZ zoo Fax: Contr Reg No.: 124 Ptd (%1 ? Exp Date: y/z%plci Tukwila Business License No.: 3t,s - 01 (33045 Ii:\Applications\Forms-Applications On Line\2012 ApplicationsU'ermit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Floor: ❑ Yes o ARCHITECT OF RECORD Company Name: M ut.YANNY c X. A fuN rraTur Architect Name: C Roe_ iij J e5 1.3E S Address: ni 0 IIZ A JL NrE, su-r re sr-z=i City: 3644 -vLJe State: w/} Zip:9 litspci Phone: €.{7,5. y6/ , 154 LFax: Email: CAft, lyvt..3en.eye....M6r--v y4 -E' Cowl ENGINEER OF RECORD Name: se tc-pc_c_3r Company Name: Deet y_ Engineer Name: Address: Address: City: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: se tc-pc_c_3r l— A Deet y_ Address: City: State: Zip: Page 1 of 4 • BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 7 -DI cre3 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Ten-Tr:WV t M1;:sec� e M E'' -T tNec,�t t�1Ti cOlc•OCi- o►= G cs re-rAT +4 CET P 409rr(a-ns Q FnIEiJ N14 ht- A t,Qrp GLoSG- (N eC%.STIATA SAGE. Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: . Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety IJata Sheets. SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11'\ApplicationsWorms-Applications Ori Line\2012 Applicalions\Pennit Application Revised - 2-7-12.docz Revised: February 2012 bh Page 2 of 4 Existing_ Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 181 Floor 11,61`1 463 S1.Q 2nd Floor 11, 61 N/A• 5-P. SS 3`d Floor 1114 71 Ni/r1 Floors thru Basement lI G NYA Accessory Structure* • Attached Garage Detached Garage Attached Carport Detached Carport . Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: . Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety IJata Sheets. SEPTIC SYSTEM ❑ On-site Septic System - For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11'\ApplicationsWorms-Applications Ori Line\2012 Applicalions\Pennit Application Revised - 2-7-12.docz Revised: February 2012 bh Page 2 of 4 • • 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 or more extensions of time for additional periods not exceeding 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER tuTs "RIZED AGENT Signature: jilIdA /1id4'& Date: 16101 n , �� Print Name: Yet l4 Vel Veli( 11 -- M 410.4441 .j (%/ to, f Day Telephone: i -//h,441-14, Ij Mailing Address: UI O let 't AIL *le* 6°0 6eil iAit INA qh) City State Zip H:1Appfcstions\Porms•Applicstions On Line12012 Application Permit Application Revised - 2.7-12,docx Revised' February 20/2 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT Perm itTRAK$506.40 QUANTITY PAID D13-335 Address: 130 ANDOVER PARK E Unit100 Apn: 0223100040 $506.40 $501.90 R000.322.100.00.00 $501.90 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE B640.237.114 TOTAL FEES PAID BY RECEIPT: R110 $4.50 $506.40 Date Paid: Friday, November 15, 2013 Paid By: HOMESTREET BANK Pay Method: CHECK 0075396 Printed: Friday, November 15, 2013 9:03 AM 1 of 1 CRW SYSTEMS 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.TukwilaWA.gov RECEIPT ParcelNo.: 0223100040 Permit Number: D13-335 Address: 130 ANDOVER PK E TURIN Status: PENDING Suite No: Applied Date: 10/25/2013 Applicant: HOMESTREET BANK Issue Date: Receipt No.: R13-02973 Initials: User ID: WER 1655 Payment Amount: $326.24 Payment Date: 10/25/2013 11:55 AM Balance: $506.40 Payee: HOMESTREET BANK TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0072841 326.24 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 326.24 Total: $326.24 a,,,.• oe o ,r_na Printed: 10-25-2013 INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit pi -3-335 PERMIT NO. !VISION (206) 431-3670 a� Project:Type 1 +&-M€ Si (Pei 6 A--I.M of Infection: 1- I tvift t� Address: Date Called: Special Instructions: Date 1 antecj:.1. 2 ( 2 a 12.n1 Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 04 Inspector: Date: I2_—Zo—(3 n REINS ION FEE REQ. IRED. Prior to next inspection, fee must be paid at 6300 Southcenter =lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with. permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 J 13 —3 5 Projec : �-- ..S ee t �3�w1� Type of Inspection: t� 13 s t n, A F t4 A- L Address: /� I Q Aioojr. e. Date Called: Special Instructions: A51‘.-_-7-1 t(,.j- fvi ° / '• Date Wanted: "1Z -/q =t3 /� p.m. Requester: 17) . -TP ipa?r''T Phone No: 5(09-747 EJApproved per applicable codes. Corrections required prior to approval. ,. COMMENTS: _A-Ace__1te k,0e oce.e• F A -L - Ins ector: Dat,: Z --13 n REINSPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Bb(((d., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT. NO. /+ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 981.88. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1i3-335 Proj cit: ,---- +6PLe..s ree ( 4l! . Type f Inspection: trARIS Address:,—Date I3c0 A�JDJF- Called:. Special Instructions: ' (00 - Date Wanted: IZ-`((--- /3 a.m.. p.m. Requester: Phone No: Approved per applicable codes. Correctionsrequired prior to approval. COMMENTS: Ins ¢ctor: Date: • I REINSPECTION FE € REQUIRED.. Prior to next inspection, fee must be :. paid at 6300 Soutenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NQ. C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 i::3 :335 Project:Type )fit s c" 6410 of spection: e H A -A -t , A6 Address: Date Called: Special Instructions: Date Want edj• _713 a.m0 Pim Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: • AJI T Jrop Inspecto n REINSPECTION FEE RE paid at 6300 Southcente Date: I3 i IRED. Prior to next inspection. fee must be Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /� Type of Inspection:f .61.41 Address: Suite #: /.r �,4 j/tif _..9,,_A/-€ ?,e. 67-, Contact Person: Special Instructions: Hood & Duct: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ti4 • /iat// d. e dAi 6%/ i% ils ---- .s,/eAtl -/u �iL.4/--DSL Fire Alarm: I‘J, Hood & Duct: Monitor: 1 Pre -Fire: Permits: Needs Shift Inspection: 2/..-/ Sprinklers: /1 Fire Alarm: I‘J, Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii Date: /2,7R Hrs.: /, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-335 DATE: 10-25-13 PROJECT NAME: HOME STREET BANK SITE ADDRESS: 130 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bullyd ng Di i ' n Ita-i3 �ublic WoeG 3 PrviC 10'1.13 1 Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-29-13 Complete "4 Incomplete Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11-26-13 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Pri r Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company RAFN COMPANY 4257026600 1721 132Nd Ave Ne Bellevue WA 980052250 King Corporation UBI No. Status License No. 600275503 . Active RAFNC"061 J7 License Type Construction Contractor Effective Date 4/27/1994 Expiration Date 4/20/2014 Suspend Date Specialty 1 General Specialty 2 Unused icenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JMRAFC*221J0 J M RAFN COMPANY Construction Contractor General Unused 4/20/1978 4/20/1994 Archived Business Owner Information Name Role Effective Date Expiration Date DANIEL M HENDRICKSON Agent 05/02/2012 Bond Amount AMBREY, THOMAS J Chief Executive Officer 05/02/2012 081S103535374BCM RHODE, SHAWN S President 05/02/2012 BEAULIEU, HEATHER R Vice President 05/02/2012 American Zurich Insurance Comp BOTTLES, M KIM Vice President• 04/27/1994 RAFN, JACK M President 01/01/1980 05/02/2012 RAFN, MARILYN Secretary 01/01/1980 05/02/2012 AMBREY, TOM JR Treasurer 01/01/1980 05/02/2012 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 TRAVELERS CASE SURETY CO 081S103535374BCM 04/20/2002 Until Cancelled $12,000.00 04/18/2002 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 23 Zurich American Ins Co GL0427715308 04/05/2013 04/05/2014 $1,000,000.00 04/04/2013 22 American Zurich Insurance Comp GL0427715307 04/05/2012 04/05/2013 $1,000,000.00 04/03/2012 21 Zurich American Ins Co GLO427715306 04/05/2011 04/05/2012 $1,000,000.0004/01/2011 20 ZURICH AMERICAN INS CO GLO427715304 04/05/2007 04/05/2011 $1,000,000.0004/02/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period httns://fortress.wa. aov/lni/bbin/Print.aspx 11/15/2013 Contractors or Tradespeople Pre Friendly Page Infractions/Citations Information No records found for the previous 6 year period • Page 2 of 2 https://fortress.wa.gov/lni/bbip/Print.aspx 11/15/2013 0 0 0 0 0 0 0 z 0 0 F E D 0 0 0 w 0 0 2 w 2 C w w- " 0 0 col <1 m to — <1 000. CO CO 0 M w w co w. B 2 0 w DATE/TIME: 10/25/2013 8:56 AM z 0 m 0 to J w m w 0 J d A 1 2 3 4 5 6 7 8 LEGEND OF SYMBOLS ABBREVIATIONS PROJECT DATA DRAWING INDEX DETAIL DETAIL IDENTIFICATION SHEET IDENTIFIER DETAIL VIEW BUBBLE DETAIL IDENTIFICATION SHEET IDENTIFIER BUILDING SECTION MATCH SHEET LOCATION MATCH LINE REFERENCE DETAIL IDENTIFICATION WALL SECTION SHEET IDENTIFIER DETAIL IDENTIFICATION SHEET IDENTIFIER DETAIL SECTION )0,<C1 DETAIL IDENTIFICATION SHEET IDENTIFIER EXTERIOR ELEVATION XX XX DETAIL IDENTIFICATION XX SHEET IDENTIFIER INTERIOR ELEVATION ROOM NAME XXX ROOM NAME & NUMBER DOOR NUMBERS WINDOW NUMBER EQUIPMENT TAG KEY NOTES FINISH TAGS WALL TYPE PLAN CONFIGURATION INSULATION SECTION CONFIGURATION di LEVEL NAME IV 0'-0" AFF DATUM ELEVATION REVISION DELTA & CLOUD 0 DATUM INDICATOR +0'-0" SPOT ELEVATION START POINT TO TOP OF MARK (00'-00")—\ CEILING HEIGHT 00'-00" XX -XX)\ FINISH HEIGHT & TYPE EXIT SIGN EXTENT OF rtH WORK EXTENT OF WORK A� NEW GRID GRIDLINE BUBBLE EXISTING GRID NON RATED 1 -HOUR RATED 2 -HOUR RATED 3-HOUR RATED — — — 4 -HOUR RATED PARTITION FIRE RATINGS NORTH ARROW PROJECT NORTH ORIENT TO BUILDING TRUE NORTH MATERIALS FINISHED WOOD GRAVEL GYPSUM BOARD PLYWOOD RIGID INSULATION SOUND INSULATION STEEL WOOD BLOCKING WOOD MEMBER ACOUSTICAL TILE ALUMINUM BATT INSULATION CMU OR BRICK CONCRETE EARTH ACOUSTACOUSTICAL ACSF ACCESS FLOORING ACT ACOUSTICAL CEILING TILE OR PANEL ADJ ADJACENT AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ANOD ANODIZED APC ACOUSTIC PANEL CEILING APPROXAPPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BIT BLDG BLK'G BM BO BOT BTWN CAB CPT CB CEM CG CI CIP CJ CL CLG CLR CMU COL CONC CONN BOARD BITUMINOUS BUILDING BLOCKING BEAM BOTTOM OF BOTTOM BETWEEN CABINET CARPET CATCH BASIN CEMENT CORNER GUARD CAST IRON CAST IN PLACE CONSTRUCTION JOINT, CONTROL JOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONST CONSTRUCTION CONT CORR CPT CR CT CU FT DEPT DF DIA DIM DISP DN DS DTL DWG EA EFS EIFS EJ EL ELEC ELEV EPT EPX EQ EQUIP EW EWC EWH EXH EXIST EXP EXT CONTINUOUS CORRIDOR CARPET CARD READER CERAMIC TILE CUBIC FEET DEPARTMENT DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DOWN DOWNSPOUT DETAIL DRAWING EACH EXTERIOR FINISH SYSTEM EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EPDXY PAINT EPDXY-QUARTZ FLOORING EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXPOSED STRUCTURE EXTERIOR FAC FIN FACTORY FINISH FD FDN FE FEC FF FF&E FIN FLR FO FOC FOF FOIC FOTO FOS FRP FRT FS FT FTG FURN FURR FWP GA GALV GB GC GI GL GWB GYP HB HC HDWR HG HM HORIZ HP HT HTR HVAC BC E N NSUL NT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FURNITURE, FIXTURES & EQUIPMENT FINISH FLOOR FACE OF FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER INSTALLED BY CONTRACTOR FURNISHED BY OWNER INSTALLED BY OWNER FACE OF STUD FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FLOOR SINK FOOT/FEET FOOTING FURNISHED FURRING FABRIC WRAP WALL PANEL GAUGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GALVANIZED IRON GLASS GYPSUM WALLBOARD GYPSUM HOSE BIBB HOLLOW CORE HARDWARE HARDWARE GROUP HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION & AIR CONDITIONING INTERNATIONAL BUILDING CODE INSIDE DIAMETER INVERT ELEVATION INCH INSULATION INTERIOR JAN JANITOR JT JOINT L LAM LB LF LIQ LMC LP LT LENGTH, LONG LAMINATE POUND LINEAR FEET LIQUID LINEAR METAL CEILING LOW POINT LIGHT LT WT MAS MAX MECH MEZZ MFCR MH MHO MIN MISC MO MR MTD MTG . MTL MULL NA NIC NO NOM NTS LIGHT WEIGHT MASONRY MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MAGNETIC HOLD OPEN MINIMUM, MINUTES MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED MOUNTING METAL MULLION NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPN'G OPENING OPP OPPOSITE P PAINT PERP PERPENDICULAR PL PROPERTY LINE, PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLT PLATE PLYWD PLYWOOD PNL PANEL PR PAIR PREFIN PREFINISHED PRESS TPRESSURE TREATED PROJ PROJECT PT POST -TENSIONED, POINT, PAINT QT QUARRY TILE QTR QUARTER RB RCP RD REC'D REF REFR REINF REQ'D RF RM RO ROW RADIUS, RISER RESILIENT BASE, RUBBER BASE REFLECTED CEILING PLAN ROOF DRAIN RECEIVED REFERENCE REFRIGERATOR REINFORCING REQUIRED RUBBER FLOORING ROOM ROUGH OPENING RIGHT OF WAY SAN SANITARY SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SG SAFETY GLASS SHT . SHEET SHT MTLSHEET METAL SIM SIMILAR SJ SCORE JOINT SPEC SPECIFIED, SPECIFICATION SQ SS SST ST STD SQUARE SANITARY SEWER STAINLESS STEEL STONE MASONRY OR TILE STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM T T&B T&G TBD TEL TEMP TER TOC TOJ TOM TOP TOS TOW TYP UL UNO UTL VAR VB VCT VERT VEST VIF VP VT VTF WB W/ W/O WB WC WD WDC WDP WF WIN WOM WP WR WRB WS WSCT WT WWF TOP, TREAD TOP AND BOTTOM TONGUE & GROOVE TO BE DETERMINED TELEPHONE TEMPORARY TERRAZZO TOP OF CONCRETE TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOP OF STEEL / STUD TOP OF WALL TYPICAL UNDERWRITER'S LABORATORIES UNLESS NOTED OTHERWISE UTILITY VARNISH VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VENEER PLASTER VINYL TILE VINYL TILE FLOORING WALL BASE WITH WITHOUT WOOD BASE WATER CLOSET, WALL COVERING WOOD WOOD CEILING WOOD PANELING WOOD FLOORING WINDOW WALK OF MAT OR CARPET WATERPROOF, OR WORK POINT WATER RESISTANT WEATHER RESISTANT BARRIER WEATHERSTRIP WAINSCOT WEIGHT WELDED WIRE FABRIC YD YARD LEGAL OWNER / NAME: PARK EAST BUILDING, INC 909 S 336TH STREET, SUITE 205 FEDERAL WAY, WA 98003 (253) 661-8095 PROJECT SCOPE : TENANT IMPROVEMENT OF AN EXISTING 35,022 SF 3 STORY BUILDING FLOOR: 11,674 SF ACTUAL AREA AFFECTED: 83 SF ON 1ST FLOOR WORK TO BE PERFORMED INCLUDES: REPLACEMENT OF EXISTING ATM AND ADDITION OF NIGHT DROP SAFE IN NEW CLOSET IN ADJACENT OFFICE SPACE. LEGAL DESCRIPTION : TRACTS 4 AND 5, ANDOVER INDUSTRIAL PARK NO.2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF PLATS, PAGES 68 AND 69, IN KING COUNTY, WASHINGTON PROPERTY TAX ID NUMBER: 022310004001 SITE AND BUILDING DATA : LOT SIZE: 70,112 SF (UNCHANGED) BUILDING GROSS: 35,022 SF NUMBER OF STORIES: 3 CONSTRUCTION CLASS: 5B, SPRINKLERED. IBC OCCUPANCY TYPE: B PREVIOUS USE: OFFICE PROPOSED USE: OFFICE REVISIONS No changes shall belt made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. APPLICABLE CODES NATIONAL CODES 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2012 INTERNATIONAL FUEL GAS CODE (NATURAL GAS) 2012 NATIONAL FUEL GAS CODE 58 (PROPANE) 2012 UNIFORM PLUMBING CODE (UPC) 2012 WASHINGTON STATE ENERGY CODE 2008 WASHINGTON CITIES ELECTRICAL CODE INSERTS (NEC) 2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC/ANSI 117.1) WASHINGTON STATE AMENDMENTS WAC 51-50 WASHINGTON STATE BUILDING CODE (IBC) WAC 51-51 WASHINGTON STATE BUILDING CODE (IRC) WAC 51-52 WASHINGTON STATE MECHANICAL CODE (IMC) WAC 51-54 WASHINGTON STATE FIRE CODE (IFC) WAC 51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDS (UPC) WAC 51-11C WASHINGTON STATE ENERGY CODE CITY OF TUKWILA AMENDMENTS TUKWILA MUNICIPAL CODE TITLE 16 GENERAL G101 G102 G103 G104 GENERAL INFORMATION GENERAL NOTES AND SPECIFICATIONS SITE PLAN - FOR REFERENCE ONLY BUILDING PLAN - FOR REFERENCE ONLY ARCHITECTURAL A201 DEMOLITION PLAN & FLOOR PLAN A301 REFLECTED CEILING PLAN A601 ELEVATIONS AND SCHEDULES A801 WALL TYPES AND DETAILS REVIEWED ODE COM . APP" ai 206►lJ ti City of BUILDING iIa IBIQN FILE COPY Perml` tNo. 2-'7'J ) ., Pian review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field- ` 1a ,• lodged: By ibte ,1( teas' ,gitic,„ w 44 BUILDING DIVISION PR JECT DIRECTORY CLIENT HOMESTREET BANK CONTACT: JOHN HIBBARD t: 206.264.4258 f: 206.621.2591 601, UNION STREET SUITE 2000 SEATTLE, WA 98101 LANDLORD (PROPERTY MANAGER) IRONWOOD INVESTMENTS, LLC CONTACT: MICHELLE ABBOTT t: 206.533.5094 f: 1501 N. 200TH STREET SHORELINE, WA 98133 VICINITY MAP ARCHITECT MULVANNYG2 ARCHITECTURE CONTACT: ELISHA PERSON t: 425.463.1342 f: 425.463.2186 1110 112TH AVENUE NE SUITE 500 BELLEVUE WA 98004 SEPARATE PERMIT REQUIRED FOR: GENERAL CONTRACTOR RAFN COMPANY CONTACT: GEORGE HOOVER t: (425) 702-6676 f: 1721 132ND AVE NE BELLEVUE, WA 98006 Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION DEFERRED SUBMITTALS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING THE NECESSARY BUILDING PERMITS TO COMPLETE THE CONTRACTED WORK. THE GENERAL CONTRACTOR SHALL DETERMINE IF THE WORK REQUIRES ANY DEFERRED SUBMITTALS WITH THE JURISDICTION. THE DESIGN BUILD DEFERRED SUBMITTALS FOR THIS PROJECT MAY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: - MECHANICAL - ELECTRICAL - LOW VOLTAGE - FIRE ALARM - FIRE SPRINKLER RECEIVED CITY OF TUKWILA OCT 2 5 2013 PERMIT CENTER Dia -33s 9 [Horne Street j Bcu* ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 10.18.13 AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT REGISTERED ARCHITECT 7�LYN G. JONES ST OF WASHINGTON ® MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. 0 DATE DESCRIPTION 13-0386-01A PM: ELISHA PERSON DRAWN: JHD GENERAL INFORMATION G101 DATE/TIME: 10/25/2013 8:56 AM [HomeStreet ankh ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 198004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 0.18.13 EVIEWED FOR E COMPLIANCE APPROVED NOV 0 7 2013 City of Tukwila ILDING DIVISION AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT A REGISTERED ARCHITECT N G. JONES WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 13-0386-01A PM: ELISHA PERSON DRAWN: AMD GENERAL NOTES AND SPECIFICATIONS G102 DEMOLITION NOTES FLOOR PLAN NOTES CONTINUED FINISH NOTES HOMESTREET BANK SPECIFICATIONS GENERAL REQUIREMENTS 1. COMPLIANCE WITH THESE NOTES IS REQUIRED WHERE THEY OCCUR IN PROJECT SCOPE. ADDITIONAL PROJECT NOTES ARE PROVIDED ON CONSTRUCTION SHEETS. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS. 2. OBTAIN, REFER TO AND FOLLOW LANDLORD'S CONSTRUCTION REQUIREMENTS PRIOR TO PROVIDING BID AND STARTING WORK. INCLUDING BUT NOT LIMITED TO: a. CONTRACTOR RULES AND REGULATIONS b. GUIDELINES FOR GENERAL CONTRACTORS c. BUILDING RISER MANAGEMENT POLICY d. BUILDING STANDARD MATERIALS 1. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 2. CONTRACTOR SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. NOTIFY ARCHITECT OF STRUCTURAL ISSUES ARISING FROM DEMOLITION. 3. PRIOR TO PERFORMING DEMOLITION WORK, FULLY COORDINATE WITH THE LANDLORD TO DETERMINE ITEMS REQUIRED TO REMAIN. 4. HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE ENCOUNTERED IN THE SCOPE OF WORK. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. 5. MAINTAIN SERVICE TO EXISTING SYSTEMS THAT ARE REQUIRED TO REMAIN IN SERVICE WITHIN THE TENANT PREMISES AND FOR OPERATIONS OF AREAS OUTSIDE THE TENANT PREMISES. 6. COVER AND PROTECT ALL EXISTING CASEWORK AND FINISHES TO REMAIN DURING CONSTRUCTION. 7. WHERE DEMOLITION OCCURS ADJACENT TO EXISTING TO REMAIN, PATCH AND R REPAIR ADJACENT CONDITIONS FOR UNIFORM APPEARANCE. 8. WHERE EXISTING FLOOR CORES AND PARTITIONS ARE NO LONGER NEEDED, ELECTRICAL AND PLUMBING LINES TO BE REMOVED BACK TO PANEL OR MAINS AND PROPERLY CAPPED. 9. ALL EQUIPMENT TO REMAIN THE PROPERTY OF THE OWNER. 10.FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 11. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 12.AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 13. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. ITEMS DEMOLISHED FROM SITE, INCLUDING CONSTRUCTION WASTE SHALL BE DISPOSED OF OFF-SITE AT A LEGAL DISPOSAL FACILITY. 14.ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN, PROTECTED AND REUSED OR RETURNED TO BUILDING STOCK. VERIFY WITH OWNER AND PROCEDURE MANUAL. 15.REMOVAL OF EQUIPMENT, CABLING, SWITCHES; AND/OR CONDUIT PERTAINING TO DATAICOMM. AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 16. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 17. WHERE EXISTING CEILING FIXTURES HAVE BEEN REMOVED AND CEILING GRID IS TO REMAIN, PATCH/REPAIR GRID AND PROVIDE NEW TILE TO MATCH EXISTING. 9. LEVEL FLOORS THROUGHOUT AS REQUIRED TO PREVENT NOTICEABLE LUMPS OR DEPRESSIONS. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 10. ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION TO BE DESIGN -BUILD. CONTRACTOR TO PROVIDE ALL DOCUMENTS NECESSARY FOR CONSTRUCTION PERMIT. PROVIDE ARCHITECT WITH DRAWINGS INDICATING LOCATIONS OF THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS FOR REVIEW PRIOR TO CONSTRUCTION. 11. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED, SURFACES SHALL BE ALIGNED. 12. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 13. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALLJMILLWORK CONDITIONS. 14. ALL GLASS SHALL BE CLEAR SAFETY GLASS, U.N.O. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 15. CLEAN AND REPAIR ANY EXISTING PERIMETER BLINDS TO BE INA FULLY FUNCTIONING AND OPERATIONAL MANNER. 16. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 17. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE. FABRICATION. 18. SCAN CONCRETE FLOOR SLAB PRIOR TO CORING OR DRILLING TO A DEPTH GREATER THAN 1". ALL CORE DRILLING AND/OR FLOOR TRENCHING LOCATIONS SHALL BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO CUTTING. 19.VERIFY LOCATION OF EXISTING UTILITIES. CAP, MARK, AND PROTECT AS NECESSARY TO COMPLETE WORK 20.COORDINATE AND PROVIDE REQUIRED PENETRATIONS AND PATCHING WITH INDIVIDUAL SUBCONTRACTORS 21.DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS FOUR INCHES FROM THE FACE OF THE NEARBY WALL U.N.O. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS 22.WHERE EXISTING INSULATION IS REMOVED OR MISSING, PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS AND MAINTAIN REQUIRED R -VALUES 23.WHERE EXISTING ITEMS AND FINISHES ARE REMOVED OR PREVIOUSLY DEMOLISHED, PATCH AND PREPARE ALL EXPOSED SURFACES TO RECEIVE SCHEDULED FINISH. 24.PARTITIONS THAT APPEAR CENTERED ON WINDOW MULLIONS ARE CENTERED ON WINDOW MULLIONS 25.PATCH AND REPAIR EXISTING EXTERIOR WALLS INCLUDING BASE WHERE DAMAGED OR WHERE PARTITIONS WERE REMOVED 26.WHEN NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING WORK, MAKE A SMOOTH TRANSITION. WORK SHALL MATCH ADJACENT EXISTING WORK IN TEXTURE AND FINISH, CUT EXISTING FINISHES TO BE REMOVEb WITH METHODS TO TERMINATE SURFACES IN A STRAIGHT, NEAT LINE AT A NATURAL POINT OF DIVISION. WHERE THIS WORK RESULTS 1N PORTIONS OF WALLS OR OTHER SURFACES WITH DISSIMILAR PAINT, PAINT ENTIRE WALL TO TERMINATION OF WALL, U.N.O. 27.CONSTRUCTION PHASING SHALL BE COORDINATED BY THE CONTRACTOR WITH THE JURISDICTION AND OWNER. 1. SHOP DRAWINGS AND PRODUCT DATA SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. INCLUDING BUT NOT LIMITED TO CASEWORK, RATED FIRE DOORS AND HARDWARE. 2. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. 3. COORDINATE LOCATION OF ELECTRICAL AND VOICE/DATA OUTLETS, PLUMBING AND OTHER DEVICES IN CUSTOM CASEWORK WITH ARCHITECT AND CONTRACTOR TO CONFIRM LAYOUT AND DESIGN INTENT. 4. FINISH MATERIAL SUBMITTALS AND PAINT DRAW -DOWNS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. SAMPLES SHALL BE OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN. 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. FLOOR SEAMING DIAGRAM AND PATTERN LAYOUT SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CARPET / FLOORING INSTALLATION. 7. ALL CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION AND MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE -"STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET". 8. FLOOR COVERINGS OF 1) PUBLIC AREAS TO MEET CLASS A AND 2) NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS FOR CRITICAL RADIANT FLUX. 9. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 10. THE CONTRACTOR IS RESPONSIBLE TO WARRANTY FLOOR COVERINGS AND SHALL PROVIDE MAINTENANCE AND CLEANING INSTRUCTIONS TO TENANT. 11.ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN ACCORDANCE WITH CURRENT CODE REGULATIONS (CURTAINS, DRAPES, SHADES, ETC.) 12. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF 1) PUBLIC AREAS TO COMPLY WITH CLASS 1 AND 2) NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION FOR FLAME AND SMOKE SPREAD. 13. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK ABUTS ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABUT. 14. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS IS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 0 - DIVISION 00 CONTRACTING REQUIREMENTS A. WORK - MEANS THE OBLIGATIONS UNDERTAKEN BY THE CONTRACTOR PURSUANT THE CONTRACT DOCUMENTS. WORK INCLUDES, UNLESS SPECIFICALLY ACCEPTED: TOOLS, SCAFFOLDING, TRANSPORTATION, SUPERINTENDENCE, INSURANCE, TAXES AND ALL OTHER SERVICES, FACILITIES AND EXPENSES NECESSARY FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. WORK ALSO INCLUDES THAT WHICH IS PRODUCED, CONSTRUCTED OR BUILT PURSUANT TO THE CONTRACT DOCUMENTS. B. PROVIDE - MEANS TO FURNISH, FABRICATE, DELIVER, INSTALL AND ERECT, AND CONNECT; INCLUDING LABOR, MATERIALS, EQUIPMENT, APPARATUS, APPURTENANCES AND EXPENSES NECESSARY TO COMPLETE IN PLACE, READY FOR OPERATION AND USE, UNDER THE TERMS OF THE CONTRACT DOCUMENTS. 1 -DIVISION 01 GENERAL REQUIREMENTS TO OF - CO • LEI. CODES 1.1 SUMMARY OF WORK ! GENERAL REQUIREMENTS A. CONTRACTOR TO BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS, LICENSES & PAY REQUIRED FEES. 1. CONTRACTOR TO COMPLY IN ALL RESPECTS WITH FEDERAL, STATE AND LOCAL STATUTES, ORDINANCES, REGULATIONS, LAWS, AND CODES. B. INDUSTRY STANDARDS TO BE USED WHERE INSTALLATION OF MATERIALS IS NEITHER DETAILED ON PLANS OR CALLED OUT IN SPECS. C. CONTRACTOR 1. DIRECTION AND SUPERVISION OF THE CONSTRUCTION TO BE THE RESPONSIBILITY THE CONTRACTOR. 2. CONTRACTOR TO COORDINATE WITH THE SUBCONTRACTORS TO IDENTIFY ANY CONFLICTS AMONG THE WORKS OF VARIOUS TRADES AND NOTIFY THE ARCHITECT, PRIOR TO STARTING THE WORK. ANY IDENTIFIED CONFLICTS AND THEIR RESOLUTIONS TO BE REVIEWED AND APPROVED BY THE OWNER. 3. SUBCONTRACTORS IN THE WORK OF THEIR TRADES, PERFORM ANY CUTTING, PATCHING, REPAIRING, AND RESTORING TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. 4. EXECUTE WORK WITH A CONSTANT EFFORT TO ELIMINATE UNNECESSARY NOISE, DUST, AND OTHER ANNOYANCES. D. BUILDING STANDARDS 1. OPERATIONS AND WORK TO CONFORM TO BUILDING STANDARDS AND REQUIREMENTS. 2. DISTURBANCE OF TENANTS TO BE KEPT TO A MINIMUM. 3. COORDINATE USE OF SERVICE ELEVATOR AND HOURS OF OPERATION WITH BUILDING MANAGEMENT. 2 - DIVISION 02 EXISTING CONDITIONS 1. THE CURRENT APPLICABLE "INTERNATIONAL BUILDING CODE" AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL GOVERN DESIGN AND CONSTRUCTION. IN CASE OF CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OF MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS. 2. THE CONTRACTOR IS CI PROVIDE FOR ALL REQUIRED NOTIFICATION AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALLRTESTS AND INSPECTIONS E THE WORK WITH OBTAINING FOR APPROVALS TO PROCEED WITH AND COMPLETE THE SHALL BE PAID BY THE CONTRACTOR. GENERAL NOTES 1. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. CONTRACTOR SHALL COORDINATE ALL PORTIONS OF WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION 2. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. REVIEW AND FOLLOW LANDLORDS CONSTRUCTION STANDARDS AND PROCEDURES CEDURES MANUAL PRIOR TO PROVIDING BID AND STARTING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS FOR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED IN ADVANCE PER THE LANDLORD SPECIFIED PROCEDURES. 5. EACH CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH WORK OF OTHER CONTRACTORS. NOTIFY ARCHITECT OF DISCREPANCIES IN DRAWINGS AND SPECIFICATIONS COMPLETED AND SUBMITTED BY CONTRACTORS. 6. ALL WORK SHALL REPERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. STANDARDS. 7. CONTRACTOR SHALL ADHERE TO ALL BUILDINGFINISH 8. FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR OCCUPIED E SAFETY AND SHALL PROVIDE NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION 9. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 10. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED U.N.O. 11.FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED, 12. CONTRACTOR SHALL PROVIDE FOR WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 2.1 SELECTIVE DEMOLITION A. PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. 1. PROVIDE SERVICES FOR EFFECTIVE NOISE, AIR, AND WATER POLLUTION CONTROLS AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. 2. DISPOSE OF DEMOLITION DEBRIS TO THE REQUIREMENTS OF THE LOCAL JURISDICTION AND BUILDING MANAGEMENT. 6 - DIVISION 06 WOOD AND PLASTICS 6.1 FINISH CARPENTRY A. INSTALLATION OF FINISH ITEMS 1. SECURELY AND PROPERLY SUPPORT AND ANCHOR ALL WORK TO ACCURATE FIT, LINE LEVEL AND PLUMB WITHOUT DISTORTION. 2. PROVIDE FASTENERS AND SEALANTS AS REQUIRED FOR ASSEMBLY AND INSTALLATION. 3. REPAIR DAMAGED AND DEFECTIVE WOODWORK, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS. 4. CLEAN WOODWORK ON EXPOSED AND SEMI -EXPOSED SURFACES. TOUCH UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. 6.2 SEALANTS A. CLEAR SILICONE SEALANT. 9 - DIVISION 09 - FINISHES MECH., ELEC., AND PLUMBING NOTES 1. ELECTRICAL AND DATA OUTLETS TO BE INSTALLED VERTICALLY AT 18" AFF U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, U.N.O. 2. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION TO REMAIN AND TO BE INTEGRATED INTO CURRENT SCHEME WHERE POSSIBLE. 3. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH WORK. 4. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O. ELECTRICAL ENGINEER'S POWER PLAN SHALLAGOVERNPTHE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL S APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 5. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. VERIFY ALL EXISTING OUTLETS TO REMAIN ARE WORKING PROPERLY. 9. ALL COVER PLATES (SWITCHES, DATA OUTLETS AND ELECTRICAL OUTLETS) SHALL MATCH EXISTING. GANG ALL SWITCHES UNDER ONE COVER PLATE WHERE POSSIBLE. 10. NOTIFY ARCHITECT UPON COMPLETION OF OUTLET LAYOUT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 11.FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 12.MAINTAIN A 4 -INCH MIN HORIZONTAL CLEARANCE IN ALL DIRECTIONS, FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13.INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVER PLATES SHALL BE ONE-PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALL COVERINGS AND SPECIFIED FLOORING. 15:ALL JUNCTION BOXES, FLEXIBLE CONDUITS, OUTLET BOXES, RECEPTACLES, LIGHTS AND ALL OTHER ELECTRICAL COMPONENTS REQUIRED FOR POWER AND LIGHTING WITHIN CASEWORK ITEMS ARE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL REVIEW CASEWORK SHOP DRAWINGS TO VERIFY LOCATION, TYPE AND QUANTITY OF CONNECTIONS REQUIRED FOR ALL CASEWORK ITEMS AND TO SUPPLY ALL MATERIALS, PERMITS AND LABOR REQUIRED TO COMPLETE ELECTRICAL CONNECTIONS TO CASEWORK ELECTRICAL ITEMS. 16.POWER/DATAITELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS. GENERAL CONTRACTOR TO COORDINATE ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTING REQUIREMENTS. 17. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT AND FURNITURE VENDOR PRIOR TO INSTALLATION. 18.ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.N.O. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. 19. WIRING AND TERMINALS FOR DATA AND TELEPHONE TO BE PROVIDED AND PULLED BY TENANT'S CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, RING AND PULL STRING. 20.ALL POWER, DATA, PHONE, ETC. REQUIREMENTS TO BE VERIFIED WITH TENANT. 21.RELOCATE HVAC DIFFUSERS AND REBALANCE HVAC AIR TO ACCOMMODATE NEW LAYOUT. 22.ALL PLUMBING PIPES SHALL HAVE ACOUSTICAL INSULATION. DIMENSION NOTES 1.DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. GENERAL CONTRACTOR TO FIELD REVIEW AND VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY CONDITIONS FOUND TO BE INCONSISTENT WITH THE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT. 3. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. NOTIFY ARCHITECT OF ANY CONFLICTS. 4. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD (OR FINAL MATERIAL) TO FINISH FACE OF GYPSUM BOARD (OR FINAL FINISH MATERIAL) U.N.Q. ALL DIMENSIONS MARKED "CLEAR" OR "CCR"SHALL BE ACCURATELY MAINTAINED, SHALL NOT VARY MORE THAN ± 1/8 AND ALLOW FOR THICKNESS OF ALL WALL FINISHES, U.N.O. 5. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER OR SMALLER THAN 2 INCHES FROM INDICATED DIMENSIONS EXCEED TOLERANCE.IDIMENSION, U.N.O. CONTACT ARCHITECT IF FIELD I _ E D6. 6. NOTIFY ARCHITECT UPON COMPLETION OF PARTITION LAYOUT. VERIFICATION OF LAYOUT TO BE PROVIDED BY ARCHITECT PRIOR TO PARTITION INSTALLATION. 7. "ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 8. ALL DOORS SHALL HAVE 1'-6" CLEAR ON STRIKE/PULL SIDE OF DOOR. CONTACT ARCHITECT IMMEDIATELY OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 9. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 10. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 11. DIMENSIONS TO FACE OF FINISH. UNO 9.1 GYPSUM BOARD A. INS• ALL 5/8" THICK GYPSUM BOARD PANELS TO STEEL STUDS AS RECOMMENDED �Y MANUFACTURER WITH ACCESSORIES, INCLUDING BUT NOT LIMITED TO, CORNER BEADS, JOINT TREATMENT, FASTENERS, SEALANT. B. GYPSUM WALLBOARD: ASTM C 36, TYPE X FIRE RATED, 5/8" THICK, TAPERED EDGE SCREWS FOR ATTACHMENT C. TRIM AND ACCESSORIES: CORNER BEAD, LC -BEAD, L -BEAD, AND U -BEAD. D. ACOUSTIC BATTS: INSTALL WHERE SHOWN. E. JOINT TREATMENT: JOINT TREATMENT MATERIALS TO COMPLY WITH THE GYPSUM WALLBOARD MANUFACTURERS REQUIREMENTS. F. INSTALL AND FINISH GYPSUM PANELS TO COMPLY WITH ASTM C 840 AND GA -216. G. METAL STUDS AND RUNNERS: ASTM C-645, 20 GAGE MINIMUM; DEFLECTION TRACK: ASTM C-645, COORDINATE WITH REQUIREMENTS FOR RATED PARTITIONS. PROVIDE: WIRE TIES, WIRE HANGERS, HANGER RODS, FLAT HANGERS, ANGLE TYPE HANGERS, CHANNELS, METAL RIGID FURRING CHANNELS, ACCESSORIES AS REQUIRED AND FASTENERS. INSTALLATION: INSTALL RUNNERS (TRACKS) AT FLOORS, CEILINGS AND STRUCTURAL WALLS WHERE GYPSUM BOARD STUD ASSEMBLIES ABUT OTHER CONSTRUCTION. INSTALL METAL STUDS AND FURRING IN SIZES INDICATED. SPACE STUDS AT 16 INCHES ON CENTER MAXIMUM. H. REPAIR OF EXISTING WALLS: REPAIR DAMAGED AND CHANGED EXISTING WALLS. MAINTAIN FIRE RATINGS, ACOUSTIC CHARACTERISTICS INCLUDING SEALS AND INSULATIONS. 9.2 ACOUSTIC CEILING A. RE -USE EXISTING CEILING, RELOCATE LIGHT FIXTURES ETC. AS SHOWN. REPAIR EXISTING GRID. RE -USE EXISTING SYSTEM. 9.3 C - A. CARPET SUPPLIED : • ! ik T AND INSTALLED BY CO ' • . -. B. FLOOR PREP & CLEANING, QUANTI ` •i-- '..71:11 NEEDED, MASTIC, AND INSTALLATION ACCESSORIES BY THE '.• OR. C. INST • ' - 11 USTRY STANDARDS. 9.4 PAINTING• A. GYPSUM BOARD: 1. PRIME - LATEX PRIMER 2. FINISH - [ER FINISH SCHEDULE A203 B. DOORS 1. REPAIR EXISTING DOORS FINISH AS REQUIRED TO LOOK AS -NEW C. FERROUS METAL: 1. PRIME - LATEX RUST INHIBITIVE PRIMER 2. FINISH - 2 COATS LATEX SEMI -GLOSS ENAMEL. D. EXECUTION 1. DO NOT PAINT OVER DIRT, RUST, SCALE, GREASE, MOISTURE OR OTHER CONDITIONS DETRIMENTAL TO FORMATION OF DURABLE PAINT FILM. 2. PRIME AND SEAL SURFACES IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. APPLY SUFFICIENT COATS TO COVER AND APPEARANCE IS UNIFORM. 4. PAINT SURFACES BEHIND MOVEABLE EQUIPMENT. 5. COMPLETELY COVER SURFACES TO PROVIDE AN OPAQUE, SMOOTH, UNIFORM. FINISH AND COLOR, FREE OF SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS OR OTHER IMPERFECTIONS. 10 - SPECIALTIES OUTLET FINISHES: ISOLATED GROUND: GRAY UPS: ORANGE ALL OTHERS: MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVER PLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES POWERNOICE/DATA) REFLECTED CEILING PLAN NOTES 1. THE REFLECTED CEILING PLANS SHOW LOCATIONS OF FIXTURES AND DEVICES; REFER TO ENGINEERED DRAWINGS FOR SPECIFIC TYPE AND DESIGN OF SYSTEMS. NOTIFY ARCHITECT OF DISCREPANCIES IN DRAWINGS PRIOR TO INSTALLATION. 2. LEVEL GRID THROUGHOUT AS NECESSARY TO MAINTAIN LEVEL CEILING. 3. CENTER NEW CEILING GRID U.N.O. 4. ANY EQUIPMENT TO WHICH ACCESS WILL BE BLOCKED BY NEW GYPSUM BOARD SOFFITS OR CEILING MUST BE MADE ACCESSIBLE BY RELOCATION OR INSTALLATION OF AN ACCESS PANEL; ACCESS PANEL LOCATION AND TYPE TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 5. SUBMIT FIRE PROTECTION SHOP DRAWINGS INDICATING PROPOSED LOCATIONS AND INFORMATION FOR REVIEW PRIOR TO COMMENCING WORK. FLOOR P LAN NOTES HEAD PRODUCT 6. COORDINATE ALL TRADE S INVOLVED IN CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 7. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES. g FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 9. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 10.ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, BY OTHERS. 11. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 12.INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. CONTACT ARCHITECT IMMEDIATELY IF EXISTING CEILING SYSTEM IS NOT COMPLIANT. 14. ALL EXIT LIGHT AND EGRESS LIGHT LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 15.SMOKE DAMPERS AND FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. 1. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF WORK. THE CONSULTANTS ARE RESPONSIBLE FOR THE LIFE SAFETY NEITHER ARCHITECT NOR HIS ACCURACY OF EXISTING DIMENSIONS. NOTIFY ARCHITECT IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN. 1. FIRE/LIFE SAFETY SYSTEMS, INCLUDING EGRESS PATH, TO BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION. 2. ALL SIGNAGE SHALL COMPLY WITH CURRENT CODES 3. PROVIDE FIRE DAMPERS AT SUPPLY AIR AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, PARTITIONS, FLOOR OR SURFACES AS REQUIRED BY THE FIRE DEPARTMENT. 4. FIRE EXTINGUISHERS TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. PLACEMENT, LOCATION AND NUMBER OF EXTINGUISHERS TO BE CONFIRMED BY FIRE DEPARTMENT. 5. PLACEMENT OF REQUIRED FIRE ALARM DEVICES (HORNS, STROBES, ETC.) SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW. 6. EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOXES OR SIMILAR DEVICES, INCLUDING THE ASSOCIATED WIRING SHALL NOT BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF DEVICES NECESSITATED BY NEW CONSTRUCTION, SHALL BE A FIRST PRIORITY. 7. ACTIVE SMOKE. DETECTORS SHALL NOT BE COVERED OR REMOVED. 8. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO ALL STANDARDS AND CODE REQUIREMENTS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 9. ALL GLASS AT DOORS AND RECITES TO BE SAFETY GLAZING. 10. SPRINKLERS TO BE LOCATED OR RELOCATED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS 2. INSTALL 16 GAUGE METAL BACKING OR FIRE RATED WOOD BLOCKING IN EXISTING WALLS AND NEW PARTITIONS AS REQUIRED TO SUPPORT WALL HUNG OR WALL MOUNTED EQUIPMENT. ALL MILLWORK ABOVE 4'-0" IN HEIGHT TO BE FASTENED TO PARTITIONS; NO WOOD BLOCKING IN ANY AREA OPEN TO CEILING 3. VERIFY AND MAINTAIN LEVEL FLOOR THROUGHOUT. FLOORS SHOULD NOT VARY MORE THAN 1/4" IN 10'-0". NOTIFY ARCHITECT IF CONDITIONS DO NOT MEET THIS STANDARD. 4. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 5. PROTECT ALL EXISTING FINISHES AND ELEMENTS FROM DAMAGE AND DUST DURING CONSTRUCTION. EXISTING WORK INCLUDING ELEVATOR LOBBIES, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 6. EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED U.N.O. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 8. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATE EXISTING STRUCTURE .. SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING WORK. ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD. KEEP OVER CUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 10.1 FIRE PROTECTION SPECIALTIES A. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE MARSHAL. 21 - DIVISION 21 FIRE SUPPRESSION A. THE CONTRACTOR TO PROVIDE A FIRE PREVENTION SYSTEM DURING THE CONSTRUCTION PHASE OF THE PROJECT AND PROVIDE PERMANETLY MOUNTED FIRE EXTINGUISHERS IN LOCATIONS DETERMINED BY THE LOCAL FIRE DEPARTMENT. B. EXISTING FIRE SPRINKLER SYSTEM AND ALARMS TO REMAIN ACTIVE DURING CONSTRUCTION 1. REMODEL AND ADD SPRINKLER HEADS AS REQUIRED, MATCH FLOOR PLAN AND SPACE USE. 2. PROVIDE DRAWINGS AND PERMITS PER CITY STANDARDS 3. COORDINATE WITH BUILDING MANAGEMENT AND FIRE DEPARTMENT WHEN TURNING OFF SYSTEM. RECEIVED CJTY OF TU K W ILA �c� Z 5 ZOB3 PERM NTPn FURNITURE NOTES 1. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY• HE OWNER'S RESPONSIBILITY TO VERIFY TYPE AND QU • • ES AND TO COORDINATE WITH FURNITURE VENDOR. 2. PROVIDE BLOCKIN BACKING IN EXISTING PARTITIONS AND NEW PARTITIONS FOR ALL C, " " "ORK, SHELVING, COUNTERTOPS, TOILET ACCESSORIES AND OWNER SU - D EQUIPMENT; COORDINATE WITH SHOP DRAWINGS. SECURITY NOTES V 1 NOTES �7 1. COORDINA - " = REQUIREMENTS WITH OWNER'S SECURITY VENDOR. [HomeStreet ankh ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 198004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 0.18.13 EVIEWED FOR E COMPLIANCE APPROVED NOV 0 7 2013 City of Tukwila ILDING DIVISION AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT A REGISTERED ARCHITECT N G. JONES WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 13-0386-01A PM: ELISHA PERSON DRAWN: AMD GENERAL NOTES AND SPECIFICATIONS G102 PLOTTED BY: JONATHAN DUNN 1 Os COM ,MIPLIAI'► E ,AVE[ NOV 0'7 AO I 61 of Tukwila l� ING DIVISION 730s NLY SITE PLAN 335 SCALE: 1/16" = 1'-0 RECEIVED CITY OF TUKWILA UCT 2 5 2013 PERMIT CENTER 9 [HomeStreet ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 10.18.13 AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT ® MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 13-0386-01A PM: ELISHA PERSON DRAWN: JHD SITE PLAN G103 DATE/TIME: 10/18/2013 9:21 AM PLOTTED BY: JONATHAN DUNN 2 3 4 6 7 FOR REFERENCE ONLY BUILDING PLAN A5 SCALE: 1/8" = AREA OF WORK, SEE A201 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2.52013 PERMIT CENTER 1Yi3 33s 9 ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 10.18.13 1 AREA OF WORK 11 KEY PLAN CAROLYN G. JONES, ARCHITECT A © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission In writing from MulvannyG2 Architecture. DATE DESCRIPTION 13-0386-01 A PM: ELISHA PERSON DRAWN: JHD BUILDING PLAN G104 10/18/2013 9:21 AM PLOTTED BY: JONATHAN DUNN 1 /• ' / / / / / / / / / / / / / / / // / / / r / / / / / // // /. / // // /// / / / / / / / / /// /// / /,/ ,, / / / i , , / / / / / / / / / / / / // / / ,, / / / / // / / // / / /./ //////////////// / / / ,,/ / / / / / / / r / / / // /1, /////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / // ., • / / / / / 1 / / / / // //, /,//////// ,,//////// /// / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / /,/ / / / / // / / / / / / / / / ,/ / / / / / / / / / / / / / / / / / / / '''''////'/'' / I'/ '''''�' / '1'/���y ' /,'�i/'/'/'/'/'' // 1''i,l ,/ ,•/ // // / / ,,,,,,,,,, ,///////,�,' ' / / / , , / , / / /, // / ,/ / / / —/'' '' ' ' ' ' ' ////// / / / ,//,„,,,,// / / / / 7 /7 , / / / / / 7////,,// / /// / / / / / / / / / / / / // / 7 / / / / / / / / ,/ / // / // / / / / / / �/ // // // // // // // , ,/ // /' // // / / / / / / / / / / / / / / / / / // / / / // / / / / / / / / / / / / / /// i// /// /// /// /// / / / / / / // /, /// /,/// /,/,/ /> �/ �/ ,/ /' ,' // // // // // // // ,,' /' // /' /// ,/ ,/ // /' /' /' /' /' /' /' /' /' // // / / / / / / / / / ,/ ,/ i/ /' / ,/ / // , / / / / / / / / / �/ / / / / / / / / / / / / /�/ / / �/ �/ // �/ // // // // // �/ �/ �/ /// /,/ /,/ /// /// / / / / / / / / �, /// /' ,/' /' /// /' /' // /' /' /' // / / ,/ �/ r/ / / /,,_i/ / / / / / / //' / // // // // // // // // // // // i' / // / / / / / / / / / / / / // / / / / //��/ ,/ / / //— // ,/ ,/ ,/ ,/ ,/ ,/ /, // // // /, /, // // / / �/ �/ // �/ �/ // �/ �/ ,/ ,/ // ,/ �/ / / / / / / / / // / / / / / / / / / / // / / • / / / / / / / // / / / / / / / / / / / / / / / // // /' ,/ / / / / ,, /� ,/ /' // /' // /' /y ,/ // // // // // /' /� / / / / , / / / / / ,, ,/ ,/ /, / / , / / / / , , / / / / / / / / / j , / / / i / / / / / / / / / / / / / / / / / / / / / / / / ,/ ,/ ,/ /, /, /, /, / ,, , ,/ / // / / / i / / / / // / / / / , / / /' /' /' /' /' /' /' /' /' /' /' /' /' /' / / / / / / / / / / / / / / / / / / / / / / / / , / / / / / / / / / / / / / / / / , , / / / / /�r / '' ' / r / / / / / / / / / /// / ///' / / / / ' / / / / �/�''''''''''''''/'% ///,/, // 7, /, / , / ///////////�'' ,, , /,r / / / // / / / / ,// �,,,,/ ,// ///// //// // // ///, , 7 /, /, / / / / / /// //// / /////,/ / / / / / / / , / / / / / / / / / / '/ / / / /,/ / / i // /�/ / /// / / / / // // '''' //,' /,,/ // / / ' , / / / ,i / / / / / ///// /, / / / / // ,/ ,, //// //, / / / �/ / / / / , / / / / / / / / // / / / / //' / ,/' / /,,/,/,, // /'X/ /i ,,/ / // / / / / / / ,/ / / / ,// / / / / / , / / / / / / / / / /, ,/ r/ i / r r r r r / / ri� i / / // / / / / / / /r r ' ' ,'/ /' ' r / / / / / / / / / / // / / /i // r / r / r /. / , ' / / ',' ,/ f / / ///, , ,, / / , ,,,,, /,//,/, /,// / '/ '/ / '/ '/' / ///•/ / /,,//,,,/,/ ,,,,,,,/ / / , / / / / / / \/ / / / / / / / / / / / / / / , // ' // // r/ ' /' // / / � '///'/'/'/ ' f / / ,,,''''''// / / / ,,/ // ,/ / / / , / / / , / / / / / �/ / /,�/ //r/r/,/,/ / / / / , , / / / / i // / / / / / / / / / / / / / / / / / / / / / / / / / / / / // , , / ,,//// / // // // // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / , / / // / / / / , / / / / / / // ,' / )// // // // / /' / / / / / 74 / / / / / / —, / / / / / / / / / / / / / / /' / / / / / / / / // / / / / // / / / / ,/ / / /// / / / / / / / / / / / / / / , ,/,,/ ,/ / / / / /// // // // // / / ,/ //// / /// ////// , // / // // /,,/ //r////,/ / / // '/.,.,�,,„,�,�,/.'/ /'' ,/ ,/ i/ ,/ /''''/,/ // / / / / / , //// / / / // // / / / // / / / / / / / / / / / ,' / / / / / / // �/ // 1 DEMOLITION PLAN SCALE: 1/4” = 1'-0" / / / / / / / / / / / / / / / / I / , /////,/./ ////,// /// /// // // / / / / / / / / / / /////// / / / / // / / / / / / /// / / =/ / / 7 / / / / / / / . / / / / / / / - 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Lin. . /„N,/ / . . ... . . . . . .... / / .., / .., / ... .... . .... ... .... .., .... .. ... .... .... .... ... ...... .... . .... .... .., .../ / / / .... .., .., . ....... .... ......... .... . ..... .... // / / / /... .... ... ... ..... .. ... .... .7',/ // // // // „7,,F / E , , , , , ,,/ / / / / / , / / / / , , , , / / / / / , , , , , „, , , / , , / , ,i , / / / / / / / / , / / , , / 41116 'E / / / / / / / / / • / / / / / II Ar41% W A z FLOOR PLAN EB5) SCALE: 1/4" = 1'-0" NIGHT DEPOSIT CLOSET 116 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2013 City of Tukwila ISION BUILDING DI U J / / /H �/ / / // / / / ,/ / / / / //� .,...».��, (//, ///.. /// / / /// / / /// /• /i /' / /' /' /' /' / r / / // // // r/ / / /• /''fejt' G� ,,' ,/ ,/,/ ,f ,/ ' // // 1 // // /' /' // /' /. / / ,/ / 1,/ / / //' 1 L L /// / // / // /// ,// / // ,/' // / / / / / / / / // , / / / / // / / /////// // // /// /// /// ////, // E /E,,,//',, E I ,/ // ,/ ,/ ,/ / / „/// , / / / / / / / / / ,r ,/ / ,,/ // ,/ _ \ � t ,/ I�,rtILE 33S DEMO PROJECT NOTES FLOOR PROJECT NOTES KEYNOTES LEGEND 1. ALL ELECTRICAL AND PHONE/DATA SHOWN ON DEMOLITION PLAN TO BE DEMOLISHED AND REMOVED BACK TO PANEL 1. VERIFY ALL EXISTING TO REMAIN HARDWARE IS WORKING PROPERLY AND IS IN GOOD SALVAGE EXISTING USPS MAILBOX PEDESTAL. RELOCATE AS O REQUIRED BY AUTHORITY HAVING JURISDICTION. COORDINATE WITH BUILDING OWNER AND USPS. SELECTIVELY REMOVE EXISTING FLOORING AND PREPARE FOR ® NEW WORK ®COORDINATE REMOVAL OF EXISTING ATM EQUIPMENT BY TENANT'S VENDOR RELOCATE EXISTING FIRE ALARM ANNUNCIATOR CONTROL c4) PANEL. SEE ELEVATIONS. COORDINATE WITH BUILDING OWNER AND LOCAL FIRE AUTHORITY. COORDINATE REMOVAL AND AND RELOCATION OF FIRE ALARM PANEL WITH LANDLORD'S ALARM MONITORING COMPANY. COORDINATE TESTING OF SYSTEM FOLLOWING INSTALLATION. ®SELECTIVE REMOVAL OF SECTION OF EXTERIOR WALL AND PREPARE FOR NEW WORK. SEE PLAN RELOCATED USPS MAILBOX. COORDINATE FINAL LOCATION WITH BUILDING OWNER AND USPS. PROVIDE DOOR STOP AT EXISTING ENTRY DOOR. REMOVAL & REINSTALLATION TO BE DONE; OUTSIDE MAIL DELIVERY SCHEDULE AND COMPLETED PRIOR TO NEXT DELIVERY. NEW NIGHT DROP ON 5" PEDESTAL. Q PROVIDE PEDESTAL PER MFR RECOMMENDATIONS. COORDINATE WITH TENANT'S VENDOR l8 PROVIDE 3/4" CONDUIT AND SERVICES PER MANUFACTURER'S RECOMMENDATIONS TO7' ATM AND NIGHT DEPOSIT. AT NIGHT DEPOSIT (1) FOR POWER, (1) FOR DATA. VERIFY AT ATM.� NEW ATM. PROVIDE PEDESTAL PER MFR RECOMMENDATIONS. COORDINATE INSTALLATION WITH TENANT'S VENDOR. VERIFY ELECTRICAL/DATA REQUIREMENTS. (10) MODIFY EXISTING OPENING TO ACCEPTTO NEW ATM EQUIPMENT PROVIDED BY OWNER. PATCH AND REPAIR WALL TO MATCH EXISTING ADJACENT CONSTRUCTION. PROVIDE WEATHER TIGHT SEAL ALL AROUND. a MAINTAIN ADA ACCESS TO FRONT OF USPS . MAIL BOX AND NIGHT DEPOSIT. - �rvmw - , / -n ii 1 EXISTING TO REMAIN - - EXISTING TO BE REMOVED NEW CONSTRUCTION EXISTING DOOR TO REMAIN EXISTING DOOR, FRAME AND TO BE REMOVED NEW OR RELOCATED DOOR ROOM 0 2' 4' 8' ROOM NAME AND NUMBER DOOR INDICATOR; SEE SHEET 0 �A601 FOR DOOR SCHEDULE E_X EQUIPMENT INDICATOR; SEE SHEET A601 FOR EQUIPMENT SCHEDULE 1/4" = 1'-0" DUPLEX RECEPTACLE =Q E EXISTING RECEPTACLE XXX FINISH INDICATOR; SEE SHEET A601 FOR FINISH SCHEDULE PARTITION INDICATOR; REFER XI x # E1 AND E3/A801 FOR DETAILS RECEIVED CITY OF TUKWILA OCT 7 5 2013 PERMIT CENTER NORTH r/- ,-7•-7-7-7 , /,/'/ ; PLOTTED BY: JONATHAN DUNN 1 D1 SCALE: 1/4" = 1'-0" / // /r / / / // / / /// / ! /// / / / / / / /' /' /' / /' /' /' /' 3 4 ! 7 , !' ,' /' ,,,' / ,' ,' / ,' ,' /// / / ////7\/// N/ / ///' 1 / r " / // , r/r 1 ' '/ i / / / / / ,///' / / / / // /././ // , ,/' ////'/,,/ /'!/ // / / !/// / / / / / / / / / / / / / , / // / / \/ / / / / / // / ///////////// / / / / , / / / / // / / // / / / /— / / // /! // / / / / / / / L / / / / / / / / , / / / / / / / / / /////////\//,/ / / / / / / / // / / / / / /// / / / r / / / / / / / / / / / / / // // / / !/ // / / / / / / f / / / / , / ,/,/! / / / / / r/ / / / / / r !/// // 7/!/ ,/ / / / / /// // / // / /7_ //////// // // /// /// /// /�/ /////, // // i/ //// // / // !/ \ / / / / // / / / /' / r ! / //�/ // / / !�//// / / / / / / / / T / / / / / / / / / / / / /,/ / / / / / //// // / / / / /\/ / _... ./ / / / / / / ! / / // / / / ! 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! / // / / / / / / / // // AMA■■■■J■■ i■■I■■G■■G 11■J■■l■■R■ ■7■■■■I■ 11111 • 51 NNE ramosmimura / / / / nammumuidu / / / 1 1111 / / / / , ,, I r / / IL , , j i , , , . „ . . , / . . // ,/ , ./ . / ./ . . . „. , „ . . , 40, . . / / . . . . 4 , / ..... / .. , , , / , . _ / / . . . / . . . / . / , l'-, ,-1 1D,>:, 1 '' D E r CEILING HEIGHT INDICATOR RECEIVED CITY OF TUKWILA , IPA 2' 4' 8' / / / / / / / / / / / ( EXIST / / / / / / / / / REFLECTED CEILING PLAN NIGHT DEPOSIT CLOSET 116 ATM CLOSET 111 b 13 8 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2013 / / / City of Tukwila BUILDING DIVISION DEMO RCP PROJECT NOTES RCP PROJECT NOTES KEYNOTES LEGEND 1. 2. LIGHTING, ELECTRICAL EQUIPMENT ARE APC AS NOTED IN OTHERWISE DIMENSIONED TO GRAPHIC EQUIPMENT BE MOUNTED AND HVAC AT POINTS IN BELOW UNLESS ON RCP l'-, ,-1 1D,>:, 1 '' D E EXISTING RECESSED FLUORESCENT TO BE REMOVED DEMOLISH EXISTING TO REMAIN CEILING HEIGHT INDICATOR RECEIVED CITY OF TUKWILA -S-e- 2' 4' 8' 1. 2. RELOCATE HVAC AS REQUIRED EXISTING APC TILES AND GRID TO REMAIN; REPLACE STAINED TILES AS NEEDED 0 REMOVE EXISTING LIGHTING; SALVAGE FOR RELOCATION ADJACENT. SEE RCP. 0 NEW 1'X4' SURFACE MTD FLUORESCENT. MATCH I 1/4" =11-0" NORTH PLAN NORTH EXISTING FIXTURE LOCATED IN ATM CLOSET. o a 0 PROVIDE SPRINKLER COVERAGE IN NEW CLOSET LIGHTING CONTROLS SECTION C405 OF ENERGY CODE (4) EXISTING LIGHT TO REMAIN, TYP THE EQ SHALL 2012 EQ COMPLY WITH WASHINGTON STATE 0 RELOCATED BUILDING STANDARD RECESSED FLUORESCENT FIXTURE 9 ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 MulvannyG2.com PERMIT SET 10.18.13 AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION PM: ELISHA PERSON DRAWN: DEMOLITION RCP AND RCP A301 FILE: H:\RETAIL\HOMESTREET BANK\13-0386-01A HSB_SOUTHCENTER (TUKWILA) WA ATM REMODEL\07_CAD\703_CONSTDOCSW601.DWG DATE/TIME: 10/18/2013 9 PLOTTED BY: JONATHAN DUNN 2 I 3 4 PT -2 INTERIOR ELEVATION SCALE: 1/2" = 1'-0" WB -1 E3 SCALE: 1/2" = 1'-0" PT -2 / WB -1 INTERIOR ELEVATION SEALANT EXTERIOR INTERIOR EXISTING EXTERIOR WALL. METAL STUD WITH GWB INTERIOR. PROVIDE BLOCKING AT NEW OPENING. NIGHT DEPOSIT EQUIPMENT. INSTALL PER MFR INSTRUCTIONS NIGHT DEPOSIT PEDESTAL EXISTING FLOOR CONSTRUCTION SECTION AT EXTERIOR WALL SCALE: 1/2" = 1'-0" 5 6 PAINT ENTIRE WALL SURFACE TO MATCH EXISTING ADJACENT BUILDING STANDARD EXTERIOR PAINT EXISTING EXTERIOR SIGNAGE TO REMAIN (E) CONC BLDG COLUMN REPAIR AND TOUCH UP WOOD BASE AS REQUIRED (E) JBOX TO REMAIN EXTERIOR ELEVATION "5) SCALE: 1/2" = 1'-0" REVIEWED FOR CODE APPROVED CE NOV 0 7 2013 City of Tukwila BUILDING DIVISION 7 (E) CONC BLDG COLUMN A601 Z-01/2" EQ EQ WALL OPENIN r FACE OF NIGHT DEPOSIT CV Z w a 0 tJ o M a0 C PAINT ENTIRE WALL SURFACE TO MATCH EXISTING ADJACENT BUILDING STANDARD EXTERIOR PAINT RELOCATE (E) FIRE ALARM PANEL. REPAIR AND TOUCH UP WOOD BASE AS REQUIRED EXTERIOR ELEVATION E7 ` SCALE: 1/2" = 1'-0" i FRAME TYPE BUILDING STANDARD 3'-0" (E) OUTLET TO REMAIN DOOR TYPE BUILDING STANDARD 0= / SOLID CORE WOOD DOOR; FINISH TO MATCH EXISTING RECEIVED CITY OF TUKWILA OCT L52013 PERMIT CENTER FINISH SCHEDULE DOOR SCHEDULE 2'-0" LOCATION SPECIFICATION REMARKS r DOOR FRAME WALL OPENING FACE OF ATM L J DESCRIPTION SIZE Eo 5 N Nv_ CV CO Z Z a o J FINISH TYPE FRAME RATING HDWR REMARKS PT -1 PAINT ENTIRE WALL SURFACE TO MATCH EXISTING ADJACENT BUILDING STANDARD EXTERIOR PAINT EXISTING EXTERIOR SIGNAGE TO REMAIN (E) CONC BLDG COLUMN REPAIR AND TOUCH UP WOOD BASE AS REQUIRED (E) JBOX TO REMAIN EXTERIOR ELEVATION "5) SCALE: 1/2" = 1'-0" REVIEWED FOR CODE APPROVED CE NOV 0 7 2013 City of Tukwila BUILDING DIVISION 7 (E) CONC BLDG COLUMN A601 Z-01/2" EQ EQ WALL OPENIN r FACE OF NIGHT DEPOSIT CV Z w a 0 tJ o M a0 C PAINT ENTIRE WALL SURFACE TO MATCH EXISTING ADJACENT BUILDING STANDARD EXTERIOR PAINT RELOCATE (E) FIRE ALARM PANEL. REPAIR AND TOUCH UP WOOD BASE AS REQUIRED EXTERIOR ELEVATION E7 ` SCALE: 1/2" = 1'-0" i FRAME TYPE BUILDING STANDARD 3'-0" (E) OUTLET TO REMAIN DOOR TYPE BUILDING STANDARD 0= / SOLID CORE WOOD DOOR; FINISH TO MATCH EXISTING RECEIVED CITY OF TUKWILA OCT L52013 PERMIT CENTER FINISH SCHEDULE DOOR SCHEDULE NO. LOCATION SPECIFICATION REMARKS DOOR FRAME MARK DESCRIPTION SIZE TYPE MATERIAL FINISH TYPE FRAME RATING HDWR REMARKS PT -1 GENERAL WALLS MATCH EXISTING NEW PARTITIONS TO RECEIVE PT -1 TO BE LEVEL 4 FINISH 111A ATM CLOSET - - - - - - - - TOUCH UP DOOR AS REQUIRED 116A NIGHT DEPOSIT CLOSET 3'-0" X 3'-0" A WD PAINT 1 WD - HW1 PROVIDE LOCKSET, PEEPHOLE PT -2 OPEN OFFICE MATCH EXISTING NEW PARTITIONS TO RECEIVE PT -2 TO BE LEVEL 4 FINISH HARDWARE SCHEDULE - RF -1 ATM CLOSET FLOORING: SHEET VINYL ARMSTRONG POSSIBILITIES, PETIT POINT #86078 SANDPIPER BEIGE BASE IN NIGHT DEPOSIT: MATCH BASE IN ATM CLOSET NO. LOCATION SPECIFICATION REMARKS HW1 NIGHT DEPOSIT 1-1/2 PAIR B/S BUTT HINGES 1 B/S LOCKSET 1 B/S DOOR STOP 1 SET B/S SILENCERS 1 CLOSER b i"..c,.. 3-3 5 WB -1 OPEN OFFICE MATCH EXISTING. EQUIPMENT SCHEDULE APC -1 ALL MATCH BUILDING STANDARD MATCH BUILDING STANDARD NO. DESCRIPTION MANUFACTURER MODEL NUMBER FINISH NOTES E-1 ATM DIEBOLD OPTEVA 760 VERIFY FOIC - GC TO COORDINATE WITH TENANT'S VENDOR E-2 NIGHT DROP DIEBOLD 30901 TL -15 PLAT FOIC - GC TO COORDINATE WITH TENANT'S VENDOR 9 [Fionies.treet Bank ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 1110 112TH AVE. NEI SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 10.18.13 AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT n © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 13-0386-01A PM: ELISHA PERSON DRAWN: JHD ELEVATIONS AND SCHEDULES A601 FILE: H:\RETAIL\HOMESTREET BANK\13-0386-01A HSB_SOUTHCENTER (TUKWILA) WA ATM REMODEL\07_CAD\703_CONSTDOCS\A801.DWG SECTION BOTTOM OF STRUCTURE • 1 EXISTING CEILING A B BUILDING STANDARD PARTITION SCALE: NOT TO SCALE FURRING PLAN NON -RATED 4 1" MIN AIR GAP TO SUBSTRATE METAL STUDS INSULATION IF NOTED 5/8"TYPE X GWB 3-5/8" METAL STUD NON -RATED 40-44 STC (NGC 2385) 1 1 2 3 5/8" GWB METAL STUDS INSULATION IF NOTED 3-5/8" METAL STUD 6" METAL STUD BUILDING STANDARD WALL TYPE: DENOTES PLAN CONFIGURATION DENOTES SECTION CONFIGURATION. DENOTES INSULATION INSULATION: Ei NONE fl PARTITION INDICATOR ACOUSTICAL INSULATION THERMAL INSULATION SCALE: NOT TO SCALE 5 E WALL AS SCHEDULED; FINISHES PER FINISH PLAN FASTENERS AS NECESSARY; POWDER -ACTUATED FASTENERS SHALL BE HILTI (PER ES REPORT 2388). MAXIMUM PENETRATION SHALL BE 3/4" AT POST TENSIONED CONCRETE 6 AT ALL PARTITIONS CONTAINING ACOUSTICAL INSULATION APPLY A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF EACH SIDE OF TRACK, PRIOR TO APPLICATION OF GYPSUM BOARD. EXISTING CONCRETE SLAB PIN -TO -FLOOR DETAIL SCALE: 3" = 1'-0" 7 1 APC CEILING TILE METAL EDGE TRIM BLOCK SPACER ABOVE AND BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) 6 EXISTING STRUCTURE AS OCCURS ATTACH CROSS BRACING TO DECK WITH RAMSET FASTENERS; TYP CROSS BRACING AT 7'-9" OC; 3 1/2" x 25 GA STEEL STUDS - ATTACH WITH (3) #6 SHEET METAL SCREWS ATTACH CROSS BRACING THROUGH SPACER TO RUNNER WITH #6 SHEET METAL SCREWS WALL CONSTRUCTION PER PLAN PARTITION BRACING DETAIL SCALE: 3" = REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2013 City of Tukwila BUILDING DIVISION br335 RECEIVED CITY OF TUKWILA OCT 2 5 2013 PERMIT CENTER 9 [HomeStreet ATM REMODEL 130 ANDOVER PARK E TUKWILA, WA 98188 ►. A►►i Cel► 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET 10.18.13 AREA OF WORK KEY PLAN CAROLYN G. JONES, ARCHITECT 0 7 REGISTERED lir ARCHITECT 01: 4 G. JONES S WASHINGTON MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MuivannyG2 Architecture. DATE DESCRIPTION 13-0386-01 A PM: ELISHA PERSON DRAWN: JHD DETAILS A801