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HomeMy WebLinkAboutPermit EL08-1118 - HAAKENSON GROUPHAAKENSON GROUP 130 ANDOVER PK E ELO8-11 18 CitAlbf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite 14100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: ELECTRICAL PERMIT Permit Number: EL08 -1118 Issue Date: 08/21/2008 Permit Expires On: 02/17/2009 Tenant: Name: HAAKENSON GROUP Address: 130 ANDOVER PK E , TUKVVILA WA Owner: Name: PUGET SOUND BLOOD CENTER Phone: Address: DIRECTOR OF ADMINISTRATION , 921 TERRY AVE Contact Person: Name: MICHAEL PASICH Phone: 206 229 -9295 Address: 7056 S 220 ST , KENT WA Contractor: Name: SEA TAC ELECTRIC INC Phone: Address: 7056 S 220TH ST , KENT WA Contractor License No: SEATAEI077RW Expiration Date: 12/16/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT/REMODEL OF THIRD FLOOR OFFICE SPACE INCLUDING LIGHTING, OUTLETS AND POWER AS WELL AS THE INSTALLATION OF (1) 100 AMP PANEL. Value of Electrical: $44,130.00 Fees Collected: $1,025.00 Type of Fire Protection: National Electrical Code Edition: 2005 Electrical Service provided by: PUGET SOUND ENERGY Permit Center Authorized Signature: `k) Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this electrical permit. 2t Joy Signature: Z7%j / Date: I 4 I Print Name: lC ! 'TVr- rT' 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: EL -4/07 EL08 -1118 Printed: 08 -21 -2008 Parcel No.: 0223100040 Address: Suite No: Tenant: • 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 130 ANDOVER PK E TUKW HAAKENSON GROUP PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: EL08 -1118 ISSUED 08/13/2008 08/21/2008 1: * * *F1,FCTRICAL * ** 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296 -46B WAG. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. 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 permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Ja ct -\ Date: ? IZf /d doc: Cond -Elec EL08 -1118 Printed: 08 -21 -2008 CITY OF TUK6l Community Develo, ► t Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Electrical Pe 41111 mit No.(/v !! t Project No. (For office use only) ELECTRICAL 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 Site Address: 130 Andover Park East Tenant Name: Haakenson Group Property Owners Name: Park East Real Estate, LLC Mailing Address: 1501 North 200th Street King Co Assessor's Tax No.: Suite Number: New Tenant: 014 2,10 -00-10 Floor: 3rd Yes ❑ ..No Shoreline WA 98133 City State Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Michael Pasich Mailing Address: 7056 South 220th Street E -Mail Address: mikep @seatacelectric.com Day Telephone: 206- 229 -9295 Kent WA City State Fax Number: 253- 872 -4112 98032 Zip ELECTRICAL CONTRACTOR INFORMATION Company Name: SeaTac Electric, Inc. Mailing Address: 7056 South 220th Street Kent WA 98032 Contact Person: Tom Jordan E -Mail Address: Tom .J @seatacelectric.com Contractor Registration Number: seataei077rw City State Day Telephone: 206- 300 -6432 Fax Number: 253- 872 -4112 Expiration Date: 12/09 Zip Valuation of Project (contractor's bid price): $ 44130.00 Scope of Work (please provide detailed information): Tenant improvement / Remodel of third floor office space including lighting, outlets and power as well as the installation of (1) 100A panel. Will service be altered? ❑ Yes ❑ No Adding more than 50 amps? D Yes ❑ No Type of Use: Commercial Office Tvpe of work: ❑ New ❑ Addition ❑ Service Change ❑ Low Voltage ❑ Generator ❑ Fire Alarm Property Served by: Puget Sound Energy 111 Seattle City Light H: ApplicationsTonns- Applications On Line:4 -2007 - Electrical Permit Application doc Remodel ❑ Telecommunication Tenant Improvement ❑ Temporary Service Page 1 of 2 RESIDENTIAj11/ NEW,RESIDENTIAL SERVICE ❑ New single family dwellings $140.00 (including an attached garage) ❑ Garages, pools, spas and outbuildings $75.00 ea ❑ Low voltage systems (alarm, furnace thermostat) $55.00 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $75.00 (no added/altered circuits) ❑ Service change with added/altered circuits $75.00 number of added circuits $10.00 ea ❑ Circuits added/altered without service change $50.00 (up to 5 circuits) ❑ Circuits added/altered without service change $50.00 (6 or more circuits) $7.00 ea ❑ Meter /mast repair $65.00 ❑ Low voltage systems $55.00 (alarm, furnace thermostat) MULTI - FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $58.00 ❑ Temporary service (generator) $75.00 ❑ Manufactured/mobile home service $80.00 (excluding garage or outbuilding) ❑ Carnivals $75.00 Number of concessions $10.00 ea PERNIIT 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 an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. 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 OR ELECTRICAL CONTRACTOR: Signature: Print Name: Micha Pasich Mailing Address: 7056 South 220th Street Date Application Accepted: n1ts Date: August 13th, 2008 Day Telephone: 206 -406 -8674 Kent City WA State Staff Initials: 98032 Zip Date Application Expires: H: Wpplications\Forms- Applications On Line\4 -2007 - Electrical Permit Application.doc Page 2 of 2 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 SET RECEIPT RECEIPT NO: R08 -02924 Initials: JEM User ID: 1165 Payee: SEA -TAC ELECTRIC, INC. Payment Date: 08/13/2008 Total Payment: 1,227.00 SET ID: S000001093 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL08 -1116 144.00 EL08 -1117 58.00 EIIMMMITEM5 1,025.00 TOTAL: 1,227.00 TRANSACTION LIST: Type Method Description Amount Payment Check 8851 1,227.00 TOTAL: 1,227.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES 000.322.101.00.0 1,022.00 000.345.832.00.0 205.00 TOTAL: 1,227.00 1.`+Y: (T/17 71 TOTAL 1•1'17,,,C0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit OA- PERMIT NO. (206)431 -3670 Project: L:Aeltite4 SO4 i Type of Inspection: Address: ) 30 iWi,o &ic f• Date Called: Special Instructions: Date Wanted: 01 /07 a.m .m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 690-101045 HA.% riAJA-L_ Inspector: 1 a(44K, Date: 0 0? fo El $60.00 REIN PECTION FEE REQUIRED. Prior to inspection, fee mudt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: SG INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1e-' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 (cog-i its Project :w !eN5A� ` „ n Type of Inspection: �I� Address! 3p r' —° e \ 6 fl Date Called: Special Instructions: Date Wanted: D r No p.m. Requester: Phone No: LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0110-1 I 11 a.M. Inspector: J" 66.440\ Date: o% 104/07 $60.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 6.01-11 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 - 6 Proje 1■1 � � Type of Inspection: v /o0 Address: 130 AriDOVElc e Date Called: — MD►IsT/ SEcou Pa J&L./ co4ulrS Z Special Instructions: Date Wanted: 12 ko Requester: - QCc4tc it-(-i & 0rtt DC-PA-al-el -JT- Phone No: r - Patti ElApproved per applicable codes. Corrections required prior to approval. . COMMENTS: — /J< ln.(A of t oc,i 0 o 14 kSPs F°< Disr+u/45, 0 I'J4T4 tio. - 3 ptketeS — MD►IsT/ SEcou Pa J&L./ co4ulrS Z — +w1 C.I peo- EC'io'J roe, KIT 046,4 eaokh-e QC - INI s1 ((, tyC Lr C, uT1niCt A 5ulr-r,i+ o't Dv) Vo541, - QCc4tc it-(-i & 0rtt DC-PA-al-el -JT- AP172O )kt, of E5 1.14 U 1rJ4 442 r - Patti Inspector: Date: 2.11410t El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit ELDV-III 1/4g PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f 7 Project: ti\L / Type of Inspection: 700 3 Address: 13 O Do to 6. Date Called: ,, Special Instructions: Date Wanted: r' N p, (as Requester: • Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pk viOti\ t,o4(c. "go)(01/ cx" JiT / Init KW) Inspector: 6644.1\ Date: ! (163/4 El$60.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: 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 /JL Project: 1-144161445b14 � �. 1-144161445b14 Type of Inspection: 7 003 Address: ,..- 130 AJDo/ Called: C,oK(4.1 Di) N ki4 D T- Special Instructions: Date Wanted: /0/17 (a. "--pin. Requester: 'I 5 O 1 2 Co"P4dIT, AT ACC. Phone No: ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: P4 0.• - p•ei-io L-05 id C,oK(4.1 Di) N ki4 D T- 'at?'. ) LAEL Di 5 c kki ccT 11 Cvfi E F c L E, Q.0%) 4s' (owl ECTIo A) -ro But,. D's4 c. it 3 5 d>PPa € T / '' f O'Jews T 4 • IA) • 'I 5 O 1 2 Co"P4dIT, AT ACC. Inspector: 864AIL,-Ic Date: I / 7/03' ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD. A Retain a copy with permit r 4 it t) INSP ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36p0 ProJect���C _ J ChQ D 1C Type of Inspection: 300 Address: 13 0 Af Q V C i f Date Called: "-� Special Instructions: Date Wanted: /0/0101 d /0101 /,,. p.m. Requester: Phone No: ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: a«04\ Co■rvic KC-Mood, APO Rio Inspector: 60, w rate: ID J06 pip LJ$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . •: .....A, ,.. - ..v 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 6(.08-11 @� Project: i li kA4049 � _ ^ Type of Inspection: 003 Address: Id i)d 11 E ��v Date Called: Special Instructions: Date Wanted: 2q / a:m Requester: q e- (i01,,4,.., ()Jf a--- Phone No: &z Roo I"4 A r4 �] 1 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: FA- O. 14 . e- (i01,,4,.., ()Jf a--- &z Roo I"4 A r4 �] 1 R C'S Roc A4. C -Priv l Inspector: (AINif■kc-ic Date: 001/04 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2- INSPECTION NO. INSPECTION RECORD Retain a copy with permit fop PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 67 'Project:, d 6464) Type of Inspection: 7003 `Y., Address: / 13° AiN6CIV `\ r. Date Called: Special Instructions: Date Wanted: �0/ (.m . Y.,rt Requester: Phone No: • 0 Approved per applicable codes. ElCorrections requi d prior to approval. COMMENTS: Ph( „pm, covfl‘ AT Kirc.aeN) w/aa,5 a,•1) PaTJG1. Inspector: (Date: 97701/0i. E $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (4- II PERMIT NO. \c‘ CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project -As®/J 6eo. V P Type of Inspection: 700, Dot Address: Date Called: Special Instructions: Date Wanted: V 7� 67_0.m. Requester: Phone No: Approved per applicable codes. Ij Corrections required prior to approval. COMMENTS: Q.4. - 464 PAIJeL- (A3 AdP F66DEKS Inspector: „t1 6tenidthrS Date: 0 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: EL08 -1118 DATE: 08 -13 -08 PROJECT NAME: HAAKENSON GROUP SITE ADDRESS: 130 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 61/2 nei- Building vivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 08-14-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09-11-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Untitled Page • 1 Page 1 of 2 Electrical Contractor A business licensed by LEtI to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name SEA TAC ELECTRIC INC UBI No. 601510212 Phone 2538725553 Status ACTIVE Address 7056 S 220TH ST License No. SEATAEI077RW Suite /Apt. License Type ELECTRICAL CONTRACTOR City KENT Effective Date 12/16/1993 State WA Expiration Date 12/16/2009 Zip 98032 Suspend Date County KING Previous License SEATAEC131QC Business Type CORPORATION Next License Parent Company Associated License HARGRT`974CD Specialty 1 GENERAL Specialty 2 UNUSED MASTER ELECTRICIAN INFORMATION License HARGRT *974CD Name HARGREAVES, TOM Status ACTIVE Business Owner Information Name Role Effective Date Expiration Date HARGREAVES, TOM AGENT 12/17/1993 Bond Amount HARGREAVES, TOM PRESIDENT 12/17/1993 WA11373 HARGREAVES, KATHERINE SECRETARY 12/17/1993 JORDAN, TOM VICE PRESIDENT 01/01/2002 BURKS, ROY VICE PRESIDENT 12/17/1993 12/15/1995 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 MERCHANTS BONDING CO (MUTUAL) WA11373 12/16/2004 Until Cancelled $4,000.00 12/17/2004 https: // fortress .wa.gov /lni/bbip/Detai l.aspx ?License= SEATAEI077RW 08/21/2008 H, E 0 z 0 g Haakenson Gr Andover Park East Floor 3 4r. Site Plan Scale: 1" = 30' 44 30` --FOUND CONC. MONUMENT W./PUNCHED 2 pisK DOWN 1.0' IN CASE 30' 30' y'. pl n.=18'28'53' >\!1!--‘1' R =118,95' L- 38.37' '_e --_aey Cuy r \r o 5 Parking Spaces" F 1 � 11 ' ~ro as. � o `r07),./ tl / ''1 118° -~ ' 1�, 1Z�grA.� t is n tT / \ 4 ? z? n �,9,1'`'p r 9 Sppces j9 < . .1 !• 2/68,1 1 TRACT 5 ; ;—; ` 17 Parking Spaces R 2 HC Spaces : ry t. d v ASPHAL7PARKING 01 5 Perking Spaces I. 3 1 Parking Space -� CG / arc P e ae; r,p\ n up 1 rrI / SIgn I �.. .,, APPROX. LOCATION OF 100 -YEAR FL000 LINE 7. 130 ANDOVER PARK EAST 3 STORY CONCRETE BUILDING BUILDING AREA: 11,778 SO. FT. TRACT 4 132.7' TRACT LINE —U(—. • • Concrete. Walk Cancreta Pad 11VAC EQUIP. Y Chain Link Fn. -�um- — 50 DUKDING SE77BACK PER PTAf J I� _-- r —__.-- a 4 A>PHALT PARKIN 1 HC Space Cone. Condole wall read Extruded CPrb 66.3' • Ballard 6 Parking Spaces 1 Etitraded Curb B parking Spaces ! I I Extr4Jed Curb Ertr FOUND CONC. MONUMENT ST/PUNCHED 1 1 /r BRASS DISK DOWN 1.0' IN CASE N 88'25'27" W 186.1 rC 185.91'P _ Concrete Curs - -- ASPHALT ROADBED N 88'25'27" W 335.97'M 335.77'P Baker Blvd. 0 17 0 ed Cur A-9[ '23'08" R.! 0.po' L =73.88' FpUFID conc. M /1 I/2' 7ISK Wp-6 701977 0. 217uMERT ;TAMPED IN CASE 20' 20' 68th Avenue S. LEGEND FOUNO MONUMENT IN CASE AS NOTED HEREON, ?{ SET LEAD & TACK VI-AG STAMPED "PLS 31453" U sEr PK NAIL IV /WASHER STAMPED' "TNLS L5 3t 45J" C CALCULATED DISTANCE M MEASURED DISTANCE P PLAT DISTANCE BOUNDARY LIMIT LINE OF THIS SURVEY J3— CHAIN LINK FENCE —V7.- - UNDERGROUND POI1ER —w— WATER LINE —c GAS LINE —50— STORM DRAIN LINE kY w PARKING LOT LIGHT GROUND L1GHT WATER METER WATER MANHOLE WATER VALVE FIRE HYDRANT A FIRE DEPARTMENT CONNECTION O IRRIGATION VALVE O GAS METER 72 GAS VALVE ❑ CATCH BA51N JUNCTION SOX E J TRANSFORMER ( CABINET PV � POWER /ELECTRICAL VAULT TRAFFIC SIGNAL POLE ,0 SIGN �7. EASEMENT NOTES DENOTES A 1000 FOOT WIDE EASEMENT FOR U7 /L /00 PURPOSES PER PLAT OF ANDOVER INDUSTRIAL PARK NO. 2. DENOTES AN EASEMENT FOR WAIER LINE PURPOSES TO THE CITY CF TUKV4LA PER OOCU00NT n0coRDEQ JULY IN 1964 UNDER RECORDING N0. 5760629, RECORDS OF KIN0 COUNTY, WASHINGTON. ! DENOTES A 15.00 FOOT WIDE EASEMENT FOR THE PURPOSES OF 51OEWALK, TRAFFIC SIGNAL EQUIPMENT, STRUCTURES,. CABLES AND CONDUITS, ANO FOR USE SY THE PUHLTC 9F PUBLIC 510ENALK05 TO THE C110 OF RUKPLA PER DOCUMENT RECORDED UNDER RECOROING NO. 9511300543, REC0R05 DF KING COUNTY, WASHINGTON. SEPARATE PERMIT REQ IRED FOR: LI Mechanical E]/Plectrical lumbing Gas Piping City of Tukwila puiLDINquAyISION Drawing index: FILE COPY I -0.0 COVER SHEET Permit No. I -0.1 GENERAL NOTES & SYMBOLS I —CS -3 EXIT PLAN & CODE SUMir<10- Yroview approval Is subject to errors and omissio :11 1 -3.3 DEMOLTION & FLOOR PIA*roval of ctJrlsbuctkm documents does not authorize 1 -4.3 REFLECTED CEILING PLANfhe, violation of 1 -9.1 CONSTRUCTION DETAILS { any adopted code or ;CiJ$ v approved Field Copy and is nowledged: afr'...,,,a Date: Code Information: PROJECT ADDRESS: ANDOVER PARK EAST — SUITE 301 130 ANDOVER PARK EAST TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE — VB, NON— SPRINKLERED ZONE: C— COMMERCIAL OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 4267 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: DEMOLITION OF EXISTING INTERIOR WALLS & RESTROOMS. CONSTRUCTION OF NEW INTERIOR WALLS AND RATED CORRIDOR ENTRY. CONSTRUCTION OF NEW RESTROOMS TO BE SUBMITTED UNDER SEPARATE PERMIT. BUILDING AREA: TOTAL AREA = 32,521 SF FIRST FLOOR = 10,691 SF SECOND FLOOR = 10,915 SF THIN FLO I : = 1f • 5 SF of Tukwila s fte wawrG APPLICABLE EDITIONS OF ladUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 ATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L — EXCL. SECTIONS L5 —L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 CITY OF TUKWILA ZONING CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN OCCUPANCY CALCULATIONS: CONFERENCE ROOMS = 514.6 SF /15 (A) = 34 OCCUPANT OFFICE SPACE = 3752.4 SF /100 (B) = 38 OCCUPANTS OTAL OCCUPANTS = 72 Lega escrip ion: TAX PARCEL #: 0223100040 ANDOVER INDUSTRIAL PARK 112 PORTION TAXABLE VicnityIrila . :%41AP411E5�5:" ': PI REVIEWED FOR CODE COMPLIANCE NFPA 70 w NEC AUG 1 8 2008 City O f rtlkwila D'N CN Project Team: NtapiDak 24p6Nr!vt6q or.VeleAtioe PROJECT LOCATION Property Manager: PARK EAST REAL ESTATE, LLC 1501 NORTH 200TH STREET SHORELINE, WA 68133 CONTACT: JAMES W. ABBOTT Tenant: HAAKENSON GROUP 1027 ANDOVER PARK EAST TUKWILA, WA 98188 : t \' REVISION •: �4 .., No changes shall be 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 re`ji ±!rr fees. J Arch itect: JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 AMY NICHOLS — EXT. 344 amyn©jpcarchitects,com KARA MIOTKE — EXT. 330 karamOjpcarchitects.com General Contractor: GC —TBD RECEIVED CITY OF TUKWILA AUG 13 2008 PERMIT CENTER 41 4t� JPC ARCHITECTS 601 108th Ave NE..- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641 -9200, fax [425] 637-8200 Haakenson Group 130 Andover Park East Floor 3 Design Tearn Design Drawn Checked Date JPC Protect No. JPC KM /SG AN 03/03/08 08- 100 -0094 Revisions No. Date Description 05/15/08_ PERMIT ISSUE 7 06/18/0_ PERMIT RESUBMITTAL Registration 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON Keyplan Sheet Title Cover Sheet Site Plan Sheet No. I-0.0 © 2008, JPC Architects, PLLC Abbreviations: General Notes: 0 • CP • m a o • x B i E N q cD OD U O 0 a • g it i a E Date/Time: 6/18 /2008 3:1 A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MTD MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SECT SHT SIM SPEC SQ SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP UNFIN UNO VCT VEN VERT VESTI VFY VWC W W WD W/0 wT BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR ONCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOUD CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK 15 TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 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. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AI''ra. PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING Da::;TROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATC -! ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND 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. 15, ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL 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. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, 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 PARTITIONS. KEEP OVERCUTTING 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. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. 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 REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL 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. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM WITH NO VISI ADJOIN NG 5l Demolition Notes: Electrical Notes: Reflected Ceiling Notes: BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH LE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR RFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING 110TICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SILL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER [T0 MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWAIII .L /MIL WORK CONDITIONS. 29. ALL GLQ,SS S ALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG HARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJE T DEL VERY. 30. ALL MIL.LWOR TO BE FASTENED TO THE PARTITION. PROVIDE NON - COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. I. 31. CONTRACTOR Q PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TE - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTIO ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISS ONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' pELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR FOR REVIEW fkND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION ARE IN FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING � QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE () CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WI IN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METH Q" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHI(QROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN R PORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLI D TO IALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE (S1 AS FLOORING APPLICATION APPROPRIATED FOR EACH FINISH S SHALL BE R ( SPECIFIED Bli THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SIIIALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURIS INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONC ETE S B ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CON RETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPRQPRIAT UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCAT EXIS ING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW gUT S B AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) A D PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH T-IE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITAyLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATE IAL). E- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD)) OBTAI ED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL HE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESURE SrNSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -15O ADI -ESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIR4 FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SI,IRFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE C NTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY ESS V COMP I STRENGTH OF 3000 PSI WITH A MAXIMUM WATER R CEMEN T RA TION OF 0.58 AND IS TO 43E PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE T STING AS SPECIFIED ABOVE. IF SCOPE 0 WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. EFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECI ICATIO S AND REQUIREMENTS. 34. CLEAN? REP R ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONIN & OPERATIONAL MANNER. 35. COORDINATE WITH SUB - CONTRACTORS THE LOCATIONS OF ELECTR ICAL AND VOICE / DATA OUTL S, P UMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CUSTOM CAS WORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING, AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTEC1 ED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE, 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT D TELEPHONE SHALL BE PERTAINING TO DATA /COMMUNICATIONS AND VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13, 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. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. Dimension. Notes: Symtiol Legend: 2306 ROOIv DOOR NUMBER REFERENCE NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH REFERENCE KEY (REFER TO SHEET /KEY NOTES) DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT C HIT E TAKES PRECEDENCE OVER ALL OTHER PLANS. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.Q. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.Q. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT'. SECURE ARCHITECT'S APPROVAL. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION :LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. REFER TC REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.0, "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 10. 11. 12. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.0.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 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. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC, (UL) LABELLED DEVICES THROUGHOUT. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.0. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, 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 COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES 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 WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. OUTLET FINISHES: ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDI RD (INCLUDES ALL COVERPLATES -POWER /VOICE /D TA) REVIEWED FOR -1 CODE COMPLIANCE NFPA 70 - NEC Door Notes: AUG 1 8 2008 City Cf TukWiia ill )TI nthi ' nT1,T(T R rrvs1.vii1v vava COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSAFtY JO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. 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. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH r.. IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. Finish Notes: ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. THRESHOLDS AT DOORWAYS SHALL BE i" MAXIMUM IN HEIGHT, PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND at DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. IBC 404.2.8 DOOR OPENING FORCE, FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, 8, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5 PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON--COMBUSTIBLE OR FLAME -- RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON - PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450, 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. E1O8(1 19 RECEIVED CITY OF TUKWILA AUG 131008 PERMIT CENTER JPC ARCHITECTS 60 1 108# h Ave N E - Suite 2250 A Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 Haakenson Group 130 Andover Park East Floor 3 Design Team Design Drawn Checked Date JPC Project No. JPC KM /SG AN 03/03/08 08- 100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON Keyplan Sheet Title General Notes & Symbols Sheet No. A -0.1 0 2008, JPC Architects, PLLC z 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - - - - - - - ---- - - -17 -- SCOPE OF WORK STE 301 4,267 USF -------- - - - -.111, 0 TYP. a 8 II II II I, 1 1 1 1 1 1 1 1 1 1 L - LLB_ - -J 1 1 1 41 L___ r1 ® - J'L._ _�.A 1 1 1 C__T -- __J 1 / 1 1 � 1 1 1 1 1 1 1 1 `11) (1_21111L_ 11 � - .J ICI I _� /\ > �VVh < 117\ / 1111 \ I ;� 1 LJ 1 ---------- - - - - -I ELEV - 443 TYP. il +30 +30 TYP30 +30I} +30 +30 In] - - BIM - -- ------ --- - - - - -- Pen Table : OCE9 600.CTI3 CL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -J ,N Demolition Plan Scale: 1/8"=1'-0" Ilemolition Plan Key Notes: DEMOLISH EXISTING FLOORING & BASE MATERIALS THROUGHOUT AND PATCH AND REPAIR AFFECTED SUSBSTRATE AS RQD. FOR INSTALLATION OF NEW BASE MATERIALS, FINISH FLOORING & RAISED FLOOR WHERE OCCURS. DEMOLISH EXISTING CONDUIT AT EXTERIOR WINDOW RAILING WHERE OCCURS. REFER TO KEYNOTE 4. DEMOLISH EXISTING CASEWORK. TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO. DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT /DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH WIRING BACK TO PANEL. ALL POWER AND LOW VOLTAGE SHOWN IS EXISTING TO BE DEMOLISHED. REMOVE AND REPLACE EXISTING EXTERIOR SINGLE PAINED GLAZING. DEMOLISH EXISTING EXTERIOR MINI BLINDS. REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHERS AND CABINETS FOR OWNER'S STOCK OR REINSTALLATION WHERE PRACTICAL. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. DEMOLISH EXISTING RESTROOMS TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO. SCOPE OF WORK STE 301 4,267 USF ---------- - - - - -- -, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ODE F..R E COMPLIANC E NFPA7© -NEC 1 1 1 AUG 1 g 2008 City of Tukwila 1 ► DING DIVI ION. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /N Floor Plan 410 Scale: 1/8"=1'-0" Floor Plan Key Notes: O PROVIDE AND INSTALL NEW LEVELOR SHEER VIEW RIVIERA PERFORATED ALUMINUM MINI BLINDS IN BRONZE AT EXTERIOR WINDOWS. 2 ONE HOUR RATED DOOR ASSEMBLY WITH 45 MIN FIRE RATED & IMPACT SAFETY RATED FIRELITE GLASS. ® ALL FURNITURE, DEMOUNTABLE PARTITIONS & CASEWORK TO BE PROVIDED AND INSTALLED BY TENANT. REFER TO 3/19.1 FOR DEMOUNTABLE WALL DETAIL. • PROVIDE AND INSTALL NEW RAISED FLOOR SYSTEM AS INDICATED BY POCHE. • NEW RAMPS TO BE PROVIDED FOR NEW RAISED FLOOR ACCESS. SLOPE NOT TO EXCEED 1:12 AS REQUIRED BY GOVERNING CODES. Q PROVIDE AND INSTALL NEW EXTERIOR DOUBLE PAINED WINOWS. MATCH SIZE OF EXISTING GLAZING. 0j PROVIDE AND INSTALL NEW CARPET, PAINT AND BASE THROUGHOUT. ® POWER /COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX OR QUAD WHERE INDICATED. ALL HORIZONTAL DATA /COMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. CONFIRM LOCATIONS WITH ® PROVIDE 3' CLEAR IN FRONT OF ELECTRICAL PANEL AT CLOSET Symbols Legend: F.E.C. DUPLEX RECEPTACLE 44 DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) -0 q VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING , -• WALL TAG NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH (COORDINATE RELOCATED RECEIVED CITY OF TUKWILA AUt 131008 PERMIT CENTER Partition Legend: EXISTING PARTITION /CONSTRUCTION TO BE DEMOLISHED EXISTING PARTITION /CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 2/1 -9.1. FULL HEIGHT 1 HR. FIRE RATED PARTITION TO ===to=mi STRUCTURE. REFER TO DETAIL 4/1 -9.1 DEMOUNTABLE PARTITION BY TENANT. REFER TO DETAIL 3/1 -9.1 JPC ARCHITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42'51637-8200 Haakenson Group 134 Andover Park East Floor 3 Design Team Design Drawn Checked Bate JPC Project No. JPC KM /SG AN 03/03/08 08 -100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration 6389 REGISTERED ARCHITECT NIARKA. PETERSON STATE OF WASHINGTON Keyplan largo. .4sr,4 Sheet Title Demolition & Floor Plans Sheet No. I -3.3 © 2008, JPC Architects. PLLC 4E1.08-- MB MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level, IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings....for exit discharge doorways.... SCOPE OF WORK STE 301 4,267 USE 1 1 1 1 ----------------------- - - - - -- 1 1 1 1 1 1 1 1 1 1 15123 _X71= 111� hill Imo iIi■ 11/1116 ' 111/11! Mil Ali • -- �lll 1161 - - IN - — 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ©oxzEw�n �oa 1 COMPLIANCE 1 NFPA 70 -. NEC 1 1 AUG 18 2008 1 1 City Of Tukwila ICarNG DIVISION . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------------------ - - - - -j /N Reflected Ceiling Plan RECEIVED CITY OF TIJKWILA AUG 13 2008 PEF ivii I UEN 1 ER Scale: 1/8"=11-0" Reflected Ceiling Key Notes: Symbols Legend a MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING AND /OR HORN /STROBE RELOCATION. 0 DEMOLISH EXISTING GRID AND TILE THROUGHOUT. INSTALL NEW B/S GRID AND TILE WHERE SHOWN, SPECS TBD PER BUILDING MGT. 0, ILLUMINATED EXIT LIGHTING. ALL EXIT LIGHTS AND EGRESS LIGHTING OCATIONS SHALL BE DETERMINED BY BUKLDING AND FIRE INSPECTOR'S Fl 1 ® GWB SOFFIT AT +12' -0 ". Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATT 4267 1.0 4267 TYPE SYMBOL MFG. DESCRIPTION SWITCH iei BLDG STD EXIT LIGHT NEW BLDG STD 2x4 SUSP. CEILING GRID & TILE TO BE INSTALLED AT 9' -11" ABOVE SUBSTRATE, SPECS TBD. 1 F -1 LIGHTOLIER AVANTE SIDE MOUNT DIFFUSER F -2 F -3 F -4 F--5 LIGHTOLIER a UNIFRAME 5" NON —IC 1001F18U TYPE WATTS/ FIXTURE QTY. TOTAL WATTS 1 F -1 F -2 F -3 F -4 F -5 F -6 F -7 F -8 F -9 96 20 1,920 18 20 360 50 16 13 2 JUNO aA LIGHTOLIER 0 B 4" MR16 UNIVERSALS, DEEP CONE DOWNLIGHT, BLACK ALZAC, 442B —WH UNIFRAME 3 -3/4" NON —IC, 2001F13U BESA SUZI CFL, 1JF- 489718 —SN F -6 800 26 F -7 F -8 >-- 150 240 F-9 AMBIANCE 120��ir. 18 3 54 35 2 50 3 120 2 120 70 TRANSLITE SONOMA MINI MAGDA, LOW VOLTAGE BI —PIN, MMA1— BTC —SW —AL TRANSLITE SONOMA MESH MR -16, MSH2— BTC —ST —AL TBD PER TENANT 3,740 NO DESIGNATION = EXISTING N = NEW 8c/OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) = DEMOLISH a E.I. 3100 SERIES ELECTRONIC UNDER CABINET FIXTURE LOW VOLTAGE LINIEAR XENON LAMP FESTOON BASE V Arl1'[i Alfas. 24 HOUR EMERGENCY FIXTURES FOR EGRESS ILLUMINATION +iY JPC ARCHITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641-9200, fax [425] 637 -8200 NEW WWWWWWWWW Haakenson Group 130 Andover Park East Floor 3 -Design Team Design Drawn Checked Date JPC Project No. JPC KM /SG AN 03/03/08 08- 100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON Keyplari 11P11111111 Immo!, 11 111,4 II II m Sheet Title Reflected Ceiling Plan Sheet N. o. I -4.3 CO 2006, JPC Architects, PLLC ELOB We 0 z COMPOSITE DESIGN FOR STEEL STUD PARTITIONS STANDARD GAGE (25) STUDS STUD WIDTH STU D SPACING ONE LAYER EACH SIDE 2 1/2" 16" 12' -O" 24" 10' -6" 3 5/8" 4" 16" 24" 16" 15-8" 13' -4" 16' -10" 24" 13' -11" 16" 19' -4" 24" 15-6" 20 GAGE STUDS STUD STUD ONE LAYER WIDTH SPACING EACH SIDE 2 1/2" 16" 13' -0" 24" 11' -5" 3 5/8" 16" 17-4" 24" 15 --2" 16" 18' -7" 24" 16' -2" 6" 16" 25-7" 24" 21' -11" NOTES: - ASSUMED ALLOWABLE DEFLECTION = L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Drywall Studs Limiting Heights APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. to SCHEDULED DOOR (OPEN OR CLOSED) TELEPHONE OUTLET THERMOSTAT LIGHT SWITCH DOTTED INE INDICATES OCATIOr OF LARGER LATE FOR GANGED SWITCHES \ HARDWARE SET— AS SCHEDULED ELEC. OUTLET TEL. OUTLET 0 2 -3/4" VERIFY W/ HARDWARE SCHEDULE NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 9 TypicallVlountin Scale: NTS 08 3:10 PM Date/Time: 6/18/ Heights im NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2'--0" BEYOND EACH SIDE OF WALL AS NOTED BELOW ---- CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE WALL TypE WALL HT. STUD SIZE STUD GAU E STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN N0. COMMENTS WALL CEILING A 9'-ii" 2 1 /2" 24 GAU 24" O.C. 3 3/4" - -- - REF. 6/1-9.1 FOR BRACING Grid Ht. Partition *SB =SOUND ATTENUATION BAITS FR =FIRE RESISTIV Scale: 3 " =1 ' -0" STRUC URE 1 APPROX. 45 SPECIFIED PARTITION Partition Bracing Detail MTL STUD (GA. TO MATCH WALL STUDS) AT MAX. 8' -0" O.C. AT ALTERNATE SIDES SUSPENDED CEILING Scale: 3 " =1' -0" ( _Itarw I Boll _ i.L:fl.lydG „R:Stir:r. �At E -t ti au1F'HnSige WIR J:r nniras .._ Q Arid !WLr EVelY ng• SIIFI'LSLU bf ;rt,arAit ours. 4Sti ?s s Lti .W.SSWti SUMfE by 8.10itALt -- role. Caln,reiEt '— Hi I UiINf G.A 1E15 LDr to Y21ttt SC4titEp Wt ricott DEW( u!r. SCj"Fg tAAIWA6t. Demountable Wall Scale: NTS NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT- ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T` AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL, CLUSTERS PLACED 12' -0" 0.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T`. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. NOTE NO. 1 NOTE NO. 2 NOTE NO. 1 3 TURN WITHI IN. 3" TYP. MAIN RUNNER, HEAVY DUTY 45 MAX.TYP. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE 2" MAX TYP CROSS 'T` ceiiin Bracin Diagram Scale: NTS EXISTING DECK RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. CONTINUOUS PLATE MADE TO DESIGNED SPAN (2) RIBS OF DECK DEFLECTION 1 FILL VOID WITH ACOUSTICAL (INNER) IIEAD TRACK 7''. SEALANT BOTH SIDES SECURE STUDS TO (OUTER) DEFLECTION TRACK LEG OF HEAD TRACK SPECIFIED PARTITION Full Height Partition to Structure Detail Scale: 3 " =1' -0" EXISTING STRUCTURE FR GYPSUM COMPOUND OR FIRE CAULK "FIRETRAK" DEFLECTION TRACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1 /8' FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING / UL DESIGN N0, COMMENTS WALL CEILING B 11' -10" 3 5/8" 20 GAUGE 24" O.C. 4 7/8" -- - UL# U419 - *SB =SOUND ATTENUATION BATTS FR =HRE RESISTIVI 1 Hr. Rated Full Ht" Partition Scale: 3 " =1' -0" MAIN RUNNER 1434 WALL ANGLE (TYP.) FINISH TO MATCH GRID CROSS TEE POP RIVET CROSS TEE TO MAIN RUNNER MATCH GRID WIDTH NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. Ceiling Expar �sion Joint Scale: 6 " =1' -0" ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE I- fiEVIEWa FC�FZ CODE COMPLIANCE NFPA 70 - NEC AUG 18 2808 City Of Tukwila III !! wi BURPINQ ENVISION SLOB -11 8 RECEIVED CITY OF TUKWILA AUG 13 2008 PERMIT CENTER JPC ARCHITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641-9200, fax [425] 637 -8200 Haakenson Group 130 Andover Park East Floor 3 'Design Teem Design Drawn chocked JPC KM /SG AN Date JPC ProJed No. 03/03/08 08 -100 -0094 ReVisi0tis No. Date Description 05/15/08 PERMIT ISSUE 06 18/08 PERMIT RESUBMITTAL Registration 6389 REGISTERED ARCHITECT MARK A. PETERSON TATE OF WASHINGTON Keypiah Sheet Title Construction Details Sheet Nb. I -9.1 0 2008, JPC Architects, PLLC T 1 0 I 3 E a cgoX cm 0 0 cm 0 0 0 0 0 0 0 E 0 z Fen table 0CE9600 Date/Tune: 6/18/200 1 1 = 1 1 1 OPEN 1 - O- 1 BELOW 1 1 1 1 1 TOT PATH = 186' -9" r�M - -.x1 SCOPE OF WORK STE 301 4,267 USF JI! 2c eozer mrnwy . mmrtml rcr.m [MC RECEPTION MEDIUM CONFERENCE j j FILE 1 1 1 1 = 1 1 1 OPEN 1 - O- 1 BELOW 1 1 1 1 1 TOT PATH = 186' -9" r�M - -.x1 SCOPE OF WORK STE 301 4,267 USF JI! 2c eozer mrnwy . mmrtml rcr.m [MC RECEPTION MEDIUM CONFERENCE j j FILE 36/24 r)1 •�1, wa y OPEN c OFFICE 310 1 3 e EMINISA 111M1110. il 36/24 r)1 •�1, wa y OPEN c OFFICE 310 ' ltd � �� ' I�I� !ICI >e � i!�I .I i sn1 -au I ' -�/�I srn -su1 IYRitB 1 �.. f!lll INE� Ilia . AT CONFERENCE i1 OR 514.6 SF AT 15 SF /QQG1 , LARGE NFERENC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Exit Plan ;ill 11 Scale: 1/8 " =1' -0" OhpgCD C � COMPLIANCE NFPA 70 - NEC AUG 18 2008 ' cit-----Wrikwila 1 BUILDING DIVISION LO8 ue RECEIVED CITY OF TUKWILA Nut; 13 2008 PERMIT CENTER "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 75-0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED PER 2006 IBC 1014.3. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED. DENOTES NUMBER OF OCCUPANTS JPC ARCHITECTS 601108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251637-8200 Haakens on Group 130 Andover Park East Floor 3 Design Team Design Drawn Checked JPC KM /SG AN Date JPC Project No. 03/03/08 08- 100 -0094 Revisions No. Date Description _ 05 15 08 PERMIT ISSUE 06/18M___ PERMIT RESUBMITTAL Registration Keyplan 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON Sheet Title Exit Plan & Code Summary Sheet No. I -CS -3 Q 2008, JPC Architects, PLLC 1#0100111 EMINISA 111M1110. il ' ltd � �� ' I�I� !ICI >e � i!�I .I i sn1 -au I ' -�/�I srn -su1 IYRitB 1 �.. f!lll INE� Ilia . AT CONFERENCE i1 OR 514.6 SF AT 15 SF /QQG1 , LARGE NFERENC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Exit Plan ;ill 11 Scale: 1/8 " =1' -0" OhpgCD C � COMPLIANCE NFPA 70 - NEC AUG 18 2008 ' cit-----Wrikwila 1 BUILDING DIVISION LO8 ue RECEIVED CITY OF TUKWILA Nut; 13 2008 PERMIT CENTER "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 75-0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED PER 2006 IBC 1014.3. "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED. DENOTES NUMBER OF OCCUPANTS JPC ARCHITECTS 601108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251637-8200 Haakens on Group 130 Andover Park East Floor 3 Design Team Design Drawn Checked JPC KM /SG AN Date JPC Project No. 03/03/08 08- 100 -0094 Revisions No. Date Description _ 05 15 08 PERMIT ISSUE 06/18M___ PERMIT RESUBMITTAL Registration Keyplan 6389 REGISTERED ARCHITECT MARK A. PETERSON STATE OF WASHINGTON Sheet Title Exit Plan & Code Summary Sheet No. I -CS -3 Q 2008, JPC Architects, PLLC A /163 o CL� O cove[ ota( sq - or to Lai, sc yds c 1 rpet 5133 roc (/ z e)aros T-) so b or z <-7 tiLe = box=4 sq yds sq 93 <poxes -:otra sq t or 496 sci Bre>o -<oix pat- boxc r ' L - _ C.\) khLV,V 68 0 F ptain ro ()ITN BELOW r Lij #24 Fp"41rattivriCgrntn:gon BOND FLOOR WITH #6 Cu CONDUCTOR BACK TO PANEL FOR ELECTROSTATIC DISCHARGE #7 it 7 20' 80° 15' 15' fir, 4 2 Light weight \ .- concrete ramp #24 66' A.F.F.UY atatm 31"0 rFlat Screen TV 8' r, 11.7 FurnItLre FgpftectIon 20' 9,1113,15 10): 2,14,16 11:6 Furr iture grnrrctIon Coffee maker rece )iracle controlled by 12 h timer 04W0,400121MIMIMOVOrit740404MOVatr, jidbj _HAT oxia kAMI ELEV DN UP ( 20' 10' 10' #9 dA I 15' 15' it 5 20' 20' '`) C: / 9111,13,15 4 6 F nItJre Connec:tIon Po It 15sposat controlled by pneumatl twitch mounted In sink or count #19 #19 1119 #17 #17 #23 Twomtcintsvors CI„Ci EilfricriMElp 21 finC75'1— T-n-,C•07, • • /1'N \ 2( 182O 20 rtop #1. 15' ed 5' FagretIon I4 TwIcol. Junction box Is port underfloor cable system to 5 1 Ice MC cable from kitchen wall std s Dedlca ted Furniture' ConnectIcn Point 15' 15' 20' 10' Ty Ico l. flush mounted floor box w4ower receptacles and vo ce/olata connections 0 Raised Floor at 8" Finished Floor Height LANDING CURTAIN WALL LANDING IS 2-17/32• ABOVE SLAB EXISTING HEATER IS 8 HIGH LANDING IS 2-17/32' ABOVE SLAB EXISTING HEATER IS 8' HIGH SEE DETAIL REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC AUG 1 8 2008 City Of Tukwila RVILDING DIVI ION RECEIVED CITY OF TUKWILA AUG 13 ZUU8 PERMIT CENTER HAAKE\SO\ GROUP INC 1027 Andover Park East Tukwila, WA 98188 Phone: 206.285.2208 Fax: 296.624.2460 Email: hgoffice.cotn PROJECT HAAKENSON GROUP 130 ANDOVER PARK EAST TUKWILA, WA. SUITE 301 PROJECT INFORMATION Project Number 08-HG-001 Date 3 13 08 Designed by KP, JM Drawn by KP, JM Scale 1/4" V-0" .0"1.4.'44041.3.04•ASAV4*.901 APPROVALS 44- \ keez1';ve.444m;,M.'.4c1.1.4;741,-rev',..2;1.;.,k KEY PLAN REVISIONS Date 3.21.08_ 7 22 08 Description 4. '4 SHEET TITLE RAISED FLOOR ELECTRICAL INTERFERENCE PLAN 1b...110'n-,.7"'U...2InW7411.201"1?;',"101Nt7.,411.14.t.%V.06.%7st,40,1011 SHEET NO. E3.2 FLOOR 3 ;4 4 /III 12 /1111.1111111 I ill 1 93 <poxes -:otra sq t or 496 sci Bre>o -<oix pat- boxc r ' L - _ C.\) khLV,V 68 0 F ptain ro ()ITN BELOW r Lij #24 Fp"41rattivriCgrntn:gon BOND FLOOR WITH #6 Cu CONDUCTOR BACK TO PANEL FOR ELECTROSTATIC DISCHARGE #7 it 7 20' 80° 15' 15' fir, 4 2 Light weight \ .- concrete ramp #24 66' A.F.F.UY atatm 31"0 rFlat Screen TV 8' r, 11.7 FurnItLre FgpftectIon 20' 9,1113,15 10): 2,14,16 11:6 Furr iture grnrrctIon Coffee maker rece )iracle controlled by 12 h timer 04W0,400121MIMIMOVOrit740404MOVatr, jidbj _HAT oxia kAMI ELEV DN UP ( 20' 10' 10' #9 dA I 15' 15' it 5 20' 20' '`) C: / 9111,13,15 4 6 F nItJre Connec:tIon Po It 15sposat controlled by pneumatl twitch mounted In sink or count #19 #19 1119 #17 #17 #23 Twomtcintsvors CI„Ci EilfricriMElp 21 finC75'1— T-n-,C•07, • • /1'N \ 2( 182O 20 rtop #1. 15' ed 5' FagretIon I4 TwIcol. Junction box Is port underfloor cable system to 5 1 Ice MC cable from kitchen wall std s Dedlca ted Furniture' ConnectIcn Point 15' 15' 20' 10' Ty Ico l. flush mounted floor box w4ower receptacles and vo ce/olata connections 0 Raised Floor at 8" Finished Floor Height LANDING CURTAIN WALL LANDING IS 2-17/32• ABOVE SLAB EXISTING HEATER IS 8 HIGH LANDING IS 2-17/32' ABOVE SLAB EXISTING HEATER IS 8' HIGH SEE DETAIL REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC AUG 1 8 2008 City Of Tukwila RVILDING DIVI ION RECEIVED CITY OF TUKWILA AUG 13 ZUU8 PERMIT CENTER HAAKE\SO\ GROUP INC 1027 Andover Park East Tukwila, WA 98188 Phone: 206.285.2208 Fax: 296.624.2460 Email: hgoffice.cotn PROJECT HAAKENSON GROUP 130 ANDOVER PARK EAST TUKWILA, WA. SUITE 301 PROJECT INFORMATION Project Number 08-HG-001 Date 3 13 08 Designed by KP, JM Drawn by KP, JM Scale 1/4" V-0" .0"1.4.'44041.3.04•ASAV4*.901 APPROVALS 44- \ keez1';ve.444m;,M.'.4c1.1.4;741,-rev',..2;1.;.,k KEY PLAN REVISIONS Date 3.21.08_ 7 22 08 Description 4. '4 SHEET TITLE RAISED FLOOR ELECTRICAL INTERFERENCE PLAN 1b...110'n-,.7"'U...2InW7411.201"1?;',"101Nt7.,411.14.t.%V.06.%7st,40,1011 SHEET NO. E3.2 FLOOR 3 ;4 1 / ■Im — , k— J , R6F _ i Q :G24 0 d M c+' 1* nci 41) ! 1 FF • I m � N 1 01 F J 55}33 N m N 0 1 3 •9C/t2/8" 6 ai 3 ° ,'0 O �/it I rt SIHd3tl __ -- v z M a CO I w m - F `1 cn Q❑ vi I 48/24/36 • R '„ 11 DD o Q -- -- N a oo Z ,aw�S:1 '� a . 3, -5.� ir 1 Steve CO 1 cr, 1 ..� , +h OSMisSM �I' a' 0 0 ;.-_-- .dff OSMtl jd OSMV JO CO s OE48 F _ _ R ,r. 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I. .;jjj; m �, -63" / r 8 1 N n 1 4I d a m '► 1 ,.. fl i 11 11 f a CO 1 Reception Station 1 i 1 13 '— ' w ► ° a v w ■Movnble Wall C:t. If �i,— =.■ Move wall w {JPC wall) 1 1 ZI ene ZO QSSi4 9 *sew 9Egg � 1 /� �` ����� �� ' r� (1 Fur wall to be flush Gyp. Wall I 1 a Microwave l 1 \_J Lf� / Fricoa \ / ■ / Hot water spigot 9£E 9E£ 9EE `�j � 11'� �dwros ,�/ #304 1 1 1 ,, ,522 1 End wall here �a !I a cY �\ s2,8q . (r , ELE N9IS3a J �. r ,k __ -- ::1:ttrt Panel J =( ' �N3d0 " j L. N Coat Closet 12' high soffit a /1 1 Ill // \\ I Katherine . RI 1 1,\N/i' 1 1 —1 1 1 1 1 I 1 rJ• °' A — `�3 -/ �8 9-1 /i�3' a -- 1 , L________1 Ai i KEEP GYP BOARD 8' A.F.F. • - . d d THIS WALL ONLY IN CLOSET _ �- TO ALLOW FOR POWER TO + eN ENTER RAISED FLOOR CAVITY N . °o Ti�i�} �irg _ t ►�'i�� fig jil. ME Light weight I�l� "lib" AO" I� `�' `' '�•� . concrete ramp hi c r O 1 1 N AV f 3 _ r� a J' ` + _ v l. .<<11:71:31 :1� 1 r et.. ELE I 1 I -ri . ir r- -ir i- :51i Will 1 j I \ 1 RR 1 LANDING IS 2-17/32' ABOVE SLAB EXISTING HEATER IS 8' HIGH i SEE DETAIL I Raised Floor at 8" Finished Floor Fle!ight SEATTLE tr7 CURTAIN WALL 1 (206)284-4667 r -0 1::::› 1 LANDING RAMP LANDING HEATER C' P 71 —i 4:::1::0 ■Imm.N•Nm•■■■Imimi■m,,.II.. G 0 SLAB C . " � .i,� LANDING IS 2- 17/32' ABOVE SLAB IZ 0 in r t,c; < EXISTING HEATER IS 8' HIGH rri -, r s:0 x �'�'4 CO ni I 2 a m m . m f I p ®• N- LI c ll m,`'�� m < -10 ID 11 _ ■ z 0 0 _ 'C.C:;) 0 (z) 0. • Z ! � 3 o > 0 x I � �' '� ^ r � 1 p co 1 inate S Plotter C) nn 1.; -.4 1 . T= I J.4 •I ■ -•1 1 a I ,� I7 'Gf -f__1" CO N N l� P P9 n. Ada1.1 ''4q 4. 2 J12o N f_ °' o y s t I �¢ I A I ¢ i AV .I � ,� op . v � t o:, I '9-I bltrS 1 c I i L Ia �' Ilia F45 ' F48 Susanna r Jason �a ,5.55__________::b Si �� d trZ/�e /09 ;1i pC /b�✓ ❑ 6b ��� .6b OE /6i OE�6I OE/64-4 ! E /6tr OE�617 OE /E' m to N n � � � -CN49 -CN49 1 ocb9 ----_ 15 LDCb OZ 96/,9 -CN49 - CN49 -CN49 -CN49 9C /b2 /2L AHHSN72 -CN49 d- -CN49 Veneer Side Lindsey HADWIC 28/36 )IDIMUVH3 I 11 III • ■a am VI ci C) nn 1.; -.4 1 . T= I J.4 •I ■ -•1 1 a I ,� I7 'Gf -f__1" CO N N l� P P9 n. Ada1.1 ''4q 4. 2 J12o N f_ °' o y s t I �¢ I A I ¢ i AV .I � ,� op . v � t o:, I '9-I bltrS 1 c I i L Ia �' Ilia F45 ' F48 Susanna r Jason �a ,5.55__________::b Si �� d trZ/�e /09 ;1i pC /b�✓ ❑ 6b ��� .6b OE /6i OE�6I OE/64-4 ! E /6tr OE�617 OE /E' m to N n � � � -CN49 -CN49 1 ocb9 ----_ 15 LDCb OZ 96/,9 -CN49 - CN49 -CN49 -CN49 9C /b2 /2L AHHSN72 -CN49 d- -CN49 Veneer Side Lindsey HADWIC 28/36 )IDIMUVH3 11C /etr N JIiI� _ N d s II� Dedicated orary sbe /9C SbC /9C Stre /9C - SbC /9e StrC /9C aaa aaa aaa aaa aaa DDD DDB DDD DDD DDD 36/345 36/34S 36/34S 36/34S 36/34S 7 • 7 ♦ T Crinien 0" 12112 HGLogo 1123 slope 5" 12112 1117 slope. 1117 slope 1 - REVIEWED R P © CODE COMPLIANCE NFPA 70 - NEC AUG 1 8 2008 $City Of Tukwila QUA RING DIVISION RECEIVED CITY OF TUKWILA AUG 13 2008 PERMIT" CENTER 1027 Andover Park East Tukwila, WA 98188 Phone: 206.285.2208 Fax: 206.624.2460 Email: hgoffice.com PROJECT HAAKENSON GROUP 130 ANDOVER PARK EAST TUKWILA, WA. SUITE 301 PROJECT INFORMATION Project Number [JB- H(1 -DC Dale Designed by Drawn by Scale n v r- n APPROVALS KEY PLAN REVISIONS fi_2.6Q.8 7_A D8 SHEET TITLE SHEET NO. Description I 11 III • 11C /etr N JIiI� _ N d s II� Dedicated orary sbe /9C SbC /9C Stre /9C - SbC /9e StrC /9C aaa aaa aaa aaa aaa DDD DDB DDD DDD DDD 36/345 36/34S 36/34S 36/34S 36/34S 7 • 7 ♦ T Crinien 0" 12112 HGLogo 1123 slope 5" 12112 1117 slope. 1117 slope 1 - REVIEWED R P © CODE COMPLIANCE NFPA 70 - NEC AUG 1 8 2008 $City Of Tukwila QUA RING DIVISION RECEIVED CITY OF TUKWILA AUG 13 2008 PERMIT" CENTER 1027 Andover Park East Tukwila, WA 98188 Phone: 206.285.2208 Fax: 206.624.2460 Email: hgoffice.com PROJECT HAAKENSON GROUP 130 ANDOVER PARK EAST TUKWILA, WA. SUITE 301 PROJECT INFORMATION Project Number [JB- H(1 -DC Dale Designed by Drawn by Scale n v r- n APPROVALS KEY PLAN REVISIONS fi_2.6Q.8 7_A D8 SHEET TITLE SHEET NO. Description Lighting Fixture Legend Symbol Quantity Description Wattage 100 Am. MLO Cu Non- Wire Recpt Cont. Cont Size Quan Load Load 26 Focal Point Luna 2'x4' recessed indirect w/ perf. center basket, T5 Trip Amps V/A Description Ckt 100 A 208 V (N) HAAKENSON GROUP T.I. PANEL & FEEDER 150 A I V (E) 3rd Fir: Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Coffee Maker DW /Disposal Small Appliance Ckt f•lefrigerator Main Area Lighting Main Area Lighting Main Area Lighting 44J 18 (1001F18U) Lightolier Uniframe 5" Non -IC 1g Triple p / A 16 Juno 4" MR16 Universals, Deep Cone Downlight, Black Alzac (442B -WH) # # # ## 50W , °,� 2 Lightolier Uniframe 3 3/4" Non-IC (2001F13U) 13W Triple /Quad two !t 9 411 # # # ## 3 Inner Fire, Frost 18W 180 # # # ## # # # ## 180 3 San Marco 3 W max - F A 20 KM 2 MR16 50W # # # ## 1200 3100 Series Electronic Under Cabinet Fixture # # # ## < F o.c. 0 Room Occupancy Sensor # # # ## pE Q 3 Automatic control for daylight harvesting 568 # # # ## Ph,C= 10.0 33 # # # ## 552 # # # ## # # # ## 568 2 -1 2 -C w /(4 . 1Cu. TIM raasiatin. HAAKENSON GROUP Panel: A TUKWILA Location: CLOSET �HAAKE\SO■ 7 11( GROUP INC 120 / 208 Volt 3 Phase 1 -1/4 °C w /(4) #lCu T11NN (now) 100 Am. MLO Cu Non- Wire Recpt Cont. Cont Size Quan Load Load 400 A 208 V Sect $eo 2. q Trip Amps V/A Description Ckt 100 A 208 V (N) HAAKENSON GROUP T.I. PANEL & FEEDER 150 A I V (E) 3rd Fir: Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Coffee Maker DW /Disposal Small Appliance Ckt f•lefrigerator Main Area Lighting Main Area Lighting Main Area Lighting 2nd. Flr. 3.0 tY /() 250 Cu merit THW ((Warilnq) 1st Under Floor Power Under Floor Power Under FloorPouer Under Floor Power Under Floor Power tinder FloorFueer Under Floor Pourer Under Floor Power Under Floor Power Under' Floor rower Lobby Flat Boman rteeep1len Aron Prtvale 0111m 7tAohenrtibrary Wain ConIMMoes Fir, 1800 B3111tc nI13P # # # ## ONE -LINE RISER DIAGRAM HAAKENSON GROUP oKeleeell.rnq•dlerq w D. Z90W �z N.O. Nfl u� WO ,+.lJ TTER "" ' e r5rrr rat EVISIONS m. °""' SHEET NUMBER' E6.1 two !t 9 411 # # # ## ' 1L ".....t �' V% eb a m4 # # # ## 180 # # # ## # # # ## IJSt Z 6kP &L (-6.6o5 HAAKENSON GROUP Panel: A TUKWILA Location: CLOSET �HAAKE\SO■ 7 11( GROUP INC 120 / 208 Volt 3 Phase 4 Wire 100 Am. MLO Cu Non- Wire Recpt Cont. Cont Size Quan Load Load Trip >o Ckt Description V/A Amps Non_ Coat Coat tiecpf Load Load Oman Trip Amps V/A Description Ckt Non- Cont Cont. Recpt Load Load Qua) 1800 1200 1200 1200 180 180 180 180 1200 1200 180 568 552 568 502 Cu Wire Size # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## # # ## 1800 # # ## 1500 # # ## 1200 # # ## 1200 # # ## 1200 # # ## 1500 # # ## 1500 # # ## 1200 # # ## 1500 # # ## 1800 # # ## 1500 # # ## 1200 # # ## 440 # # ## 484 # # ## 528 # # ## # # ## # # ## # # ## # # ## # # ## 1. 3. 5. 7. 9. 11. 13. 15. 17. 19. 21. 23. 25. 27. 29. 31. 33. 35. 37. 39, 41. Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Coffee Maker DW /Disposal Small Appliance Ckt f•lefrigerator Main Area Lighting Main Area Lighting Main Area Lighting 1800 1500 1200 1200 1200 1500 1500 1200 1500 1800 1500 1200 440 484 528 # # # ## ` Under Floor Power Under Floor Power Under FloorPouer Under Floor Power Under Floor Power tinder FloorFueer Under Floor Pourer Under Floor Power Under Floor Power Under' Floor rower Lobby Flat Boman rteeep1len Aron Prtvale 0111m 7tAohenrtibrary Wain ConIMMoes # # # ## 1800 Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Under Floor Power Reception Area Private Offices Kitchen /Library Main Conf /Offices 2 4. 6. 8. 10 12. 14. 16. 18. 20. 22. 24. 26. 28. 30. 32. 34. 36, 38. 40, 42. # # # ## # # # ## 1200 # # # ## # # # ## 1200 # # # ## # # # ## 1200 # # # ## # # # ## 180 # # # ## # # # ## 180 # # # ## # # # ## 180 # # # ## 20 KM ## # ## 180 # # # ## # # # ## 1200 # ## ## # # # ## 1200 # # # ## # # # ## 180 # # # ## Space 196E 191410 # # # ## 568 # # # ## Ph,C= 10.0 33 # # # ## 552 # # # ## # # # ## 568 # # # ## # # # ## 502 # # # ## # # # ## ConlPuousload 4.2 KM RrKW-rlYdawLaad NA KVA # # # ## # # # ## Cutter Electric Co, LLC P.O. Doc 97 113, KENr, w.& 98054 Fhone: (.253) 964 -1.0 • FAX 1253) 864 -1903 # # # ## # # # ## # # # ## # # # ## # # # ## # # # ## # # # ## # # # ## 1452 17100 KVA Amp! Ph.A= 11.9 99 Ph.B= 8,5 70 Ph,C 10.0 83 8700 2190 #RfFI Connected Load= 29.4 KVA or 82 Amps Calculated Load= 30.4 KVA or 84 Amps Demand Load= 30.4 KVA or 84 Amps @ ( 100% Demand factor ) 6 KVA or 19% of the demand load is available for future expansion. �� ____ Notes: 1. Minimum Feeder: #4 Cu or #2 Al 2. Future ex•ansion info based on •anel main size. Continuous load 3.6 KVA Show- windowLoad NA KVA Non- continuous load 25.8 KVA Receptacle load KVA Top feed • Flush Mt 121 Ground bar Lg Bottom feed 0 Surface Mt ❑ Load Cntr 0 Cutter Electric Co, LLC P.O. Box 5789, KENT, WA. 98061 Phone: (253) 854 -1505 * FAX (253) 854 -1506 y-- - ,- ---- - ----r IJSt Z 6kP &L (-6.6o5 REVIEWED FOR WW_. CODE COMPLIANCE NFPA 70 - NEC AUG 1. 8 2008 City Of TUkwjla BULDTNG DIVISIQIU .� RECEIVED CITY OF TUKWILA Auu 132008 PERMIT CENTER E108- �1 �8 1027 Andover Tukwila, WA PROJECT 130 PROJECT Project Number OR -H(; -001 NAAKEM3tH GROUP Pao* A TUKWILA Ldoataee: CLO$ET �HAAKE\SO■ 7 11( GROUP INC 1 i 208 Vol 3 Phase 4 Mr e taa Am. !1L0 Cu Hon 1"ITre RAOpt Germ. i orst 4120 Om Load La ad TOP Oki Daser1 an WA . o t Trip Am VA I2esarl Con Orel Non_ Coat Coat tiecpf Load Load Oman Cu wire Alm 112 1800 112 1600 112 12D0 112 1200 312 1204 312 1600 812 1600 112 1204 112 1.600 112 1800 112 16DD 112 120D 119 2004 112 1124 112 526 HA HA HA HA HIS HA 1. 3_ 6. 7. 4. 11. 13. 16. 17. 14. 21. 28 26. 27. 20. 31. +14 . 33. 37, 30 41. UrrderFloor Power Underfloor Power Underfloor Power Underfloor Power Underfloor Power Under FloorPwaer Underfloor Power Under Floor Power Coffee 1411.er tIW'Ol panel Smell ApplI non Ckt RaMDeratrw FRO terror Mein Area LlphtisisQ Mato Area Lighterr0 1800 1604 1240 1200 1200 1610 1609 1200 1600 1040 1640 12x0 2000 824 62# 24 SHEET TITLE LIGHTING SCHEDULE SHEET NO. E3.3 FLOOR 3 20 1800 1200 1200 1200 180 180 180 180 1209 1200 840 658 SS2 688 602 Under Floor Power Under Floor Power Under FloorPouer Under Floor Power Under Floor Power tinder FloorFueer Under Floor Pourer Under Floor Power Under Floor Power Under' Floor rower Lobby Flat Boman rteeep1len Aron Prtvale 0111m 7tAohenrtibrary Wain ConIMMoes 2. 4. A. t. 14 12. 14_ le. It. 20. 12- 24. It 2E. 10. ;1 14. S8. 40. 42. 1600 112 1200 312 8200 112 1200 312 100 112 1110 112 1110 312 160 112 1200 112 8200 112 640 112 606 112 662 112 686 112 642 112 HA 111A HA !1A HA HA 20 • ' ' ' 20 20 MAI WIN 211 1 11111M 0 MIMI 20 KOMI 2D 20 NIMI 20 20 ( 8D 20 20 KM Im BE NEE Jyfl I =I Palo II` M IEM Qy??* UM apace Space 196E 191410 KVA Arr . . a Pt>.A.- 13.4 111 MB= 0.6 80 Ph,C= 10.0 33 8E20 2780 Lonna. ad Loaf& 81.1! KVA or 84 Amps Ca6ouklted Loader 32.11 KVA or 42 Amps Demwxl Leases 82.0 KVA or 422 Amps f4 1 1004 Remand reabor ) KVA or 911 of the demand load Is mutablefor alum exaarvon. alobse: 1. Mlrimurn Fee er: 02 Cu or 1*1 AI 2. Ft: re exnrtcn Irro based on Drel mein star. ConlPuousload 4.2 KM RrKW-rlYdawLaad NA KVA 1109 -corWr .oustoad 27 -6 KVA Pe!eplasletoed KVA Tap reed ❑ Flush MM 1j around tx• Bottom reed ® Srrtacte kit 0 Load Coll' ❑ Cutter Electric Co, LLC P.O. Doc 97 113, KENr, w.& 98054 Fhone: (.253) 964 -1.0 • FAX 1253) 864 -1903 REVIEWED FOR WW_. CODE COMPLIANCE NFPA 70 - NEC AUG 1. 8 2008 City Of TUkwjla BULDTNG DIVISIQIU .� RECEIVED CITY OF TUKWILA Auu 132008 PERMIT CENTER E108- �1 �8 1027 Andover Tukwila, WA PROJECT 130 PROJECT Project Number OR -H(; -001 �HAAKE\SO■ 7 11( GROUP INC . Phone: 206285.2208 Park East Fax: 206.624.2460 98188 Email: hgofflce.com GROUP ANDOVER PARK EAST TUKWILA, WA. SUITE 301 INFORMATION Dale 3.1 3 O Designed by KK nb KP. JNi Scale 1/4" = 1' -0" APPROVALS KEY PLAN Desctlpeon REVISIONS Dale 71404 SHEET TITLE LIGHTING SCHEDULE SHEET NO. E3.3 FLOOR 3