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Permit PG07-196 - FITNESS OUTLET
FITNESS OUTLET 17250 SOUThCENTER PY PGO7-1 96 Parcel No.: 2623049117 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Value of Plumbing /Gas Piping: Fees Collected: doc: UPC -10/06 Cityf 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 17250 SOUTHCENTER PY TUKW FITNESS OUTLET 17250SOUTHCENTER PY , TUKWILA WA WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: GEORGE FEARS Address: 4811 134 PL SE , BELLEVUE WA Contractor: Name: BATHROOM INC, THE Address: 1439 KAISER RD SW , OLYMPIA WA Contractor License No: BATHRI *042JA DESCRIPTION O£ WORK: ROUGH -IN PLUMBING FOR (1) TOILET, (1) LAV, AND (1) ON- DEMAND HOT WATER TANK $5,000.00 $132.50 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 360 701 -1210 Phone: 360 866 -4041 Expiration Date: 04/21/2008 PG07 -196 08/07/2007 02/03/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 O Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 1 O Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water O treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 1 Gas 'ping 0 Gas piping outlets (0 - 5) 0 1 Gas piping outlets (6 +) 0 PG07 -196 Printed: 08 -07 -2007 Permit Center Authorized Signature: /JJX Vl I hereby certify that I have read and governing this work will be complie Signature: City &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 Permit Number: PG07 -196 Issue Date: 08/07/2007 Permit Expires On: 02/03/2008 Date: (Y Jul -MD1- s permit and know the same to be true and correct. All provisions of law and ordinances er 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 o ork. I • thoriz d to sign and obtain this plumbing /gas piping permit. Daterr - 7 -07 �J' c7h /y G L4/ 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. Print Name: doc: UPC -10/06 PG07 -196 Printed: 08 -07 -2007 Parcel No.: 2623049117 Address: Suite No: Tenant: FITNESS OUTLET 1: ** *PLUMBING AND GAS PIPING * ** 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 17250 SOUTHCENTER PY TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -196 ISSUED 07/24/2007 08/07/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 8: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: Cond - 10/06 * *continued on next page ** PG07 -196 Printed: 08 -07 -2007 City of Tukwila 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. doc: Cond -10/06 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 Date: 7- 7- 7 PG07 -196 Printed: 08-07 -2007 Name: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL 4 ' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us PLUMBING / GAS PIPING PERMIT APPLICATION fO7_ 27 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 d 23(%1 9117 Site Address: 17 a5O So ti-1‘ CQ,A,, (�q,rku o u Suite Number: /0 0 Floor: J New Tenant: (+] :... Yes 0 ..No Tenant Name: 1" i+N Q C 5 Otrt k4 Property Owners Name:ul t 'itro e s, - e S 1- LC ~ 5S Mailing Address: 4 48// /34 Phis S.E e City CONTACT PERSON -Who do we contact when your permit is ready to be issued .: q..3 P- 5 _ Mailing Address: I / ti pfr'tcc_ S.& PLUMBING I GAS PIPING CONTRACTOR INFORMATIO Company Name: -13 ,f1- T IV('m0 t!►� Mailing Address: I 9' kG. cS -CA) Contact Person: i� ►� r E -Mail Address: Contractor Registration Number: Q &.t hR:0E' n u 23 A. ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record �o vv 21.5b No wW �tG ciN S'�,4rc Q:Wpplications\Forms- Applications On Line\3 -2006 - Plumbing -Gas Piping Permit Application.doc Revised: 4 -2006 bh A.) State Day Telephone: 360 -5 coo (( Fax Number: 36 0 - $66 70 95 - Expiration Date: a y / 0 State 28 -4) °6 Zip Day Telephone: 36 0 70 / /2/0 Se-t vu r. --4-. a- 6 City State Zip Fax Number: ;06 4 2S 3 5 .0 — p c. Lt)a� 485'! Z State Zip 107 5 5cide.S'( Sege Art 95733 City State Zip Day Telephone:A0G -Sc,- /356 Fax Number: AOC 36 f /Y6 7 ENGINEER OF RECORD- All plans must be wet stamped by Engineer of eco cit Day Telephone: Fax Number: Zip Page 1 of 2 Fixture Type: s. Qty . Fixture Type: Qty - Fixture Type: 42h': Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet .� Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 i Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Valuation of Project (contractor's bid price): $ LJv-";04143 (' Scope of Work (please provide detailed information): R a u I- if,. /f� 1 To 1 LI�V � 1 csv. eC 14_07 k Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 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 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I 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 r�.UT �i/ Signature: O ' ED AGENT: Print Name: ( Le t '/ - , Mailing Address: N 7 /,tau S-.., Date Application Accepted: 1 Q: Applications\Fonns- Applications On Line \3-2006 - Plumbing -Gas Piping Penni Application.doc Revised: 4 -2006 bh Date: 2 ` 21/''7 Day Telephone: 36 a 6''6 6 L/b 6/7 Zip State Date Application Expires: Staff Initials: t Page 2 of 2 Parcel No.: 2623049117 Permit Number: PG07 -196 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 07/24/2007 Applicant: FITNESS OUTLET Issue Date: Receipt No.: R07 -01477 Initials: WER Payment Date: 07/24/2007 03:00 PM User ID: 1655 Balance: $0.00 Payee: THE BATHROOM INC TRANSACTION LIST: Type Method Description Amount Payment Check 16672 132.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLUMBING - NONRES 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 RECEIPT Account Code Current Pmts 000/345.830 24.50 000/322.100 108.00 Total: $ 132.50 Payment Amount: $ 132.50 0648 07/24 0 710 TOTAL 290.00 doc: Receiot -06 Printed: 07 -24 -2007 Project:— i Type of Inspection: Address: / 7 2 5l) jrne 1l ��,,- . Date Called: �J__ Specia Instructions: Date Wanted: / 7 /Z_ (T-7 C,8:m. v.rr Requester: Phone No: 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 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS; / ?4tyG, _,; 6 Pt ,n;-/ gem © yrr / /f- / i1 4 / u $ :.00 REIN SPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 630( Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project . 1 f.., & ss r,N,- (17 Type of Inspection �).„di l G i S Address: Date Called: Special Instructions: Date Wanted:, / ) j) 13 / J ( a � p Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i (� f f1 Pi 1 /\ \., J Date: / /6 13/ h7 0 REINSPECTION FEE EQUIRED. rior to inspection. fee must be p ' at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: 'Date: k_A INSPECTIN RECORD Retain a copy with permit P PERMIT NO. (206)431 -3670 Pro' 1 Type of Inspection: Address: / -Co (/i- / 4Y Date Called Special Instructions: Date Wanted: /0-3-6' t "... Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit P &97 /9C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. N Corrections required prior to approval. COMMENTS: J.20, 4 - A/64 YVf I /6/' 6/ > $58.. s REINSPECTION FEE REQUIRE[). Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 7 ,•;3 : ms's: =i.. z;...��.` Project: �-- !—%` 7 t o,� Type of I tion: (G e2i � /� � /, Address: Dat ailed: Special Instructions: Date Wanted: � m Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3,67 0 Approved per applicable codes. 0Corrections required prior to approval. COMMENTS: 4 ` (Inspector: Date: El $58.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: biftwi Project:, /. / /.v;SS 6z / /f Type of Inspection: \l /C ?)/ /1 1 A) Address: / 7? f--; `,D, fh,1 ,t, / Ii.. Date Called: Special Instructions: Date Want (1 —� 0 Requester: Phone No: /,11 ca - 7v/ /2/6) IN ECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - El Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 11-t5tp fi 0 $58.00 R NSPECTION FE EQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter B vd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projgct is / /--/ 7 4- /v ,.-- 5 ( z ,,,, f___/ Type of inspection: Ad 0 .,,,,,,, , //, .,, t -,,,,,_,,, 4 C ' Dr Called: "( CP- / 2 --- Special Instructions: Date Wanted: ") / 0 — 7 (2..j...,,n P.m. Requester: Phone No: ..?& 2 / — / / 0 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: $ i ; 2/;-U.*, /2 spector: INSPECTION RECORD Retain a copy with permit r ec pt No.: 'Date: Pc) /C4 PERMIT NO. Date e j ID REINSPECTION FEE REQUIRED to inspection, fee must be at 6300 Southcenter Blvd., Suite 00. Call the schedule reinspection. - , = ThL Project: Type of I e 'on:(J"{,un b' Address: // 2 5 Z ) SDaf /rA, // Date Cal ed: Special Instructions: Date Wanted: ��'�j a.m.. Requester: Phone No: 360 - 701_ /20 INSPECTION RECORD Retain a copy with permit PERM T INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3 0 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: ;Lk' wf- Date: q/ ��J� -c27 $58.00 REIN ' ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 1Date: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 4.1 I t e Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 a I wet (p Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 112' , sokrTh C-E 41 vcf 1LU) s'( Property Street Address ZIP City State Wv f .OV£ 1E5 L LC' 46 Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name S 1 ( 4'2S ) ( 1r7 & Owner's Phone Number (with Area Code) ( '2002 )' 2I IS6 Property Contact Phone Number (with Area Code) Owner's Mailing Address 4 14N °)Boa Cp A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units Total F'xture Units I RCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # 2Ev23o40)OS0 f %O21 °ma Party to be Billed (if different from owner) City or Sewer District .. t W Ca (.0 Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ,,No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE Signature of Owner /Representative T Date Print Name of Owner /Representative gt G / 4 OGk 1058 (Rev. 11/05) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer 1 1 lLS OUILC REC NEE JUL 2 4 7007 King County Department of Natural Resources and Parks '71 2 RCE f 20 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shallbe subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of co rected data for determination of a revised capacity charge. ACTIVITY NUMBER: PG07 -196 DATE: 07 -24 -07 PROJECT NAME: FITNESS OUTLET SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: AK 8 Build Ing Division Public Wor 1 I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28-02 PERMIT CCOIW PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator ❑ DUE DATE: 07-26-07 DATE: DATE: Planning Division Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 08-23-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 CBIC SF7743 08/31/2004 Until Cancelled 02/10 /2005 $12,000.00 09/07/2004 Business Owner Information Name Role Effective Date Expiration Date LATHROP, ROB PRESIDENT 04 /01/1996 LATHROP, CHUCK VICE PRESIDENT 04 /01/1996 LINCE, MICHAEL VICE PRESIDENT 02/10 /2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License BATHRI *042JA BATHROOM INC, THE CONSTRUCTION CONTRACTOR 601640727 89315500 CORPORATION 1439 KAISER RD SW OLYMPIA THURSTON WA 98512 3608664041 ACTIVE GENERAL UNUSED 4/1/1996 4/21/2008 BEEME * *974JZ https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BATHRI *042JA 08/07/2007 DESCRIPTION I PERMIT SUBMITTAL �GT TO SUILDIA1Cs DEPARTMENT APPROVAL 1 1 s NO 1 J.1 CI Ci'Q` Q N " s1 101 s l' a O.�. 31\10 LP/ I/L rsans a9 nssi ons DRAWN: EEC= CHECK: ESC JOB NO: Oro — 055.1 ro N ��J 1 7250 S u 1— n J [C n) v P RKW SUDTE 100 UA NK 0 SEPARATE PERMIT pEG1ft11RED FOR: Efectical Robing peas POMO ! at REVISIONS 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 review fees. DY Data Ptin review tr :.r r! Ia t ±ject to errors and omit tht iippreVOI z c c:. ~ - � ' des not authorial c; ' _ _ a c cr crdIrmnt.:0. Receipt Opproved : J c: -5 c�cratiWedged: is u... , at of Tukwila BUILDING DIVISION F .¢ ' N I I n , ALL SUB - CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS. ALL SUS - CONTRACTORS TO VERIFY ALL DIMENSIONS FOR THEIR SCOPE OF WORK IN EVENTS OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO 8E UTILIZED IN THIS PROJECT. NO HAZARDOUS MATERIALS UTILIZED IN THIS WORK THEY BEBE REMOVED. REQUIRE SPECIAL INSPECTIONS OF ALL CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS 4 PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100' - 0'). REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES W•LO. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE TREATED WOOD PRESSURE TREATED WOOD OP ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND SHALL BE REMOVED. PROVIDE HORIZONTAL FIREELOCKING IN ALL FRAME WALLS AT 10' - 0' 0.C. 4 WNERE FRAME WALLS PENETRATE CEILING. FIREBLOCK IN ACCORDANCE WITH I.C. B SEC. 10822. DRAFTSTOPPNG IN FLOORS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SECTION 90331 (IBC 11133) ORAFTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM N ACCORDANCE WITH SECTION 903.31 (IBC 111.43) PROVIDE A FLOOR OR LANDING NOT GREATER TI-IAN " BELOW THRESHOLD AT ALL DOORWAYS. PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS. EGRESS DOORS SHALL BE READILY OPENABLE FROM TINE EGRESS SIDE Wm-tout THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. IBC 1008.1.8.1 HARDWARE. DOOR 1- 1ANDLES, ULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRED RIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1008.153 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ,ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINCi IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY- OPERAtED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED, 2.2 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH NIGH ON A CONTRASTING BACKGROUND. ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1 ,500 SF OF RETAIL SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( 1.13A. 1014.1 ) EXITS SHALL HAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWEEN EXITS. ( L.C. $ SECTION 10142.1 ) EXCEPTION 2 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9033.1 OR 9033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT 8E LESS THAN ONE -THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXPOSED INSULATION MATERIALS INCLUDING FACINGS AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL BE IN SUBSTANTIAL CONTACT WITH THE WALL OR CEILING SURFACE FINISH. (IBC. SECTION 803) ELECTRIC RESISTANCE HEAT IS NOT ALLOWED UNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM IS REVISED. LIMIT AIR LEAKAGE PER W.S.E.C. SECT. 1314. WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 1500 SF, TWO BARRIER FREE RESTROOMS WILL BE REQUIRED. 2W2.3.1 EXC. 2 WASHINGTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD EXCEEDS 50 TI-IE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC 100812 DEAD END CORRIDOR IBC SECTION 1016.3 EXCEPTION 2: IN OCCUPANCIES IN GROUPS 8 AND F WHERE THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9033.1.1, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) SYME9 OFFICE 101 142 ,A< C ROOM SYMBOL .Root-1 NAME C ROOM NUMBER 950 SOFT. 'BUILDING SECTION SECTION IDENTIFICATION LOCATED ON SHEET_ WALL SECTION SECTION IDENTIFICATION LOCATED ON SWEET_ DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET INTERIOR ELEVATION ELEVATION IDENTIFICATION LOCATED ON SHEET ROOM MATERIAL CODES It No FLOOR/ 54SE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL DOOR NUMBER DOOR TYPE WALL SYMBOL WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION MATC1 -1 LINE lip PORTION 15 THE SIDE CONSIDERED _. �12 PROPERTY LINE EXISTING CONTOUR - —15 NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE NEW CONTOUR REVISION CLOUD IDENTIFYING NUMBER GRAY LINES REPRESENT EXISTING TO REMAIN BLACK LINES REPRESENT NEW CONSTRUCTION DASHED LINES INDICATE EXISTING TO BE REMOVED VCNTY MA SITE 7)) I� D A' NS L ACOUS. APP. A,GGR ANOD. APPROX. ARCI ASP( -I. ED. BLDG. ELK BLK'G. EM. BOT. E.U.R. CAE. C.B. OEM CH. G.J. CLG. CLR. C.O. COL. CONC. CONK. CONSTR. CONT. C.T. GTR CTSK DBL. DEPT. PET. DIA. DIM. DN. DR D.S. DWG. E. EA. E.J. EL. ELEC. ELEV. ENCL. AND ANGLE AT CENTERLINE DIAMETER OR ROUND PERPENDICULAR POUND OR NUMBER ANCHOR BOLT ACOUSTICAL ABOVE FINISH FLR. AGGREGATE ALUMINUM ANODIZED APPROXIMATE ARCHITECTURAL ASPHALT BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER COUNTER SUNK DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL EQ. EQUIP. EXIST. EXPO. EXT. F:O.I.C. 1=D. FE. F.H. FIN. FLASH. FLR FLUOR. FOUND. FRM'G. FT, FTC. FURR. GA. GALV. GL. GR GP. G.W .E. GYP. HDWR HDCP. HDWD. HB. H.C. HIM. HORIZ HR HT. INST. INSUL. INT. LAM. LB. LOC. MATL. MFR M.N. MECH. MIN. MISC. MID. MTL. N. N.I.C. NO. N.T.S. EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FURNISHED BY OWNER INSTALLED BY CONT'R. FLOOR DRAIN FIRE EXTING- UISHER FIRE I- IYDRANT FINISH FLASI -I ING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM HARDWARE HANDICAP I- IARPWOOD NOSE BIBB HOLLOW CORE HOLLOW METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE O.C. 0/ DPP. PL. PLYWO. P.P. PLAM RD. REC. REF. RE INF. REQ'D. RM. S. SOUTH S.C. SOLID CORE SCHED. SCHEDULE SHT. SHEET SHT'G. SHEATHING SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE STD. STANDARD 5TL. STEEL STOR STORAGE STRJC. STRUCTURAL SUSP. SUSPENDED S.4 V. STAIN AND VARNISH SVC. SERVICE SYN. SYMMETRICAL 5/11) SIDEWALK T. T.C. TEL. T.4 G. THK TA.P. T.P. TILL TYP. UBC. UNF. UA•. VERT. LIP W. WD. WDW. W/0 W.P. W.R WSCT. WT. ON CENTER OVER OPPOSITE PLATE PLYWOOD POWER POLE PLASTIC LAMINATE RADIUS OR RISER ROOF DRAIN RECOMMENDED REFERENCE REINFORCED REQUIRED ROOM TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF PLATE TOP OF PAVEMENT TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNFINISHED UNLESS OTHERWISE NOTED VERTICAL WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT J I_ J ARCHITECTURAL A -0.I COVER SHEET A -1.1 REFERENCE SITE PLAN A -2J FLOOR PLAN / DETAILS A -3J REFLECTED CEILING PLAN - ENLARGED PLAN A -6.1 SECTIONS MEP -1 MECHANICAL / ELECTRICAL / PLUMBING SCHEMATIC DESIGN J 1 C I-- LOCATION: ZONING: OCCUPANCY: NUMBER OF STORIES: CONSTRUCTION TYPE: 11250 SOUTI- (CENTER PARKWAY, TUKWILA, WAS1- IINGTON TUKWILA URBAN CENTER (TUC) M, (MERCANTILE) (SEE FUTURE T.I. PLANS FOR FINAL OCCUPANCY) NO OCCUPANCY REQUESTED UNDER THIS SUBMITTAL TENANT SQUARE I=OOTAGE: SUITE 100 TYPE V -B, FULLY SPRINKLERED 2,800 S.F. BUILDING SQUARE FOOTAGE: WILDING '5' 46,141 SP. ACCESSORS PARCEL NUMBERS DESCRIPTION OF WORK: CONSTRUCT NEW DEMISING WALLS, BATI- (ROOM, SUSPENDED CEILING AND LIGI -ITING FOR FUTURE TENANT. 2623049080 2623049081 2623049111 CONSU N'S OWNER: WIG PROPERTIES L.L.C. -55 4811- 134114 PLACE SE BELLE' E, WA 98006 P1-1: (425) 141 -8540 FAX: (425) 865 - 8648 E - MAIL: MONWIG•COMCASTNET CONTACT: MON WIG ARCHITECT I PLANITIER: PARTNERS ARCHITECTURAL DESIGN GROUP 2150 NORTH 107TH ST. SUITE 501 SEATTLE, WASHINGTON 98133 P1-I; (206) 361 -1358 FAX: (206) 361 -1461 E -MAIL: ERICGPADGI.COM CONTACT: ERIC 1COCH ■ S r I AM TR flz71111i f T1 EO rt GARTER Qr TrE $7,1H EAST {CtARCE 11NG+ Gr 'Virg ? 1 T +R i OF r 50)114 Vir-4:11 UP GTiE1+1 Z. T.osiktI4P a } 1i± MOE 4 ElTer, IiM TEG EFAINM AT Try 14ti1FIFA 'DE 50.4-EAST CiARFER GF 5A.ID =Mk . 21p; 71-Me NS TiJ 3 'Ga #2` I'e9T PLatsra T11F Nagai LINE E e s iitUAKtnF. P TAN Cf I MO = 1 •r TFe rEvr LI GF TF eN.54 F f OP Ldp N4RTHYCZT. 41JA Tre Zvgicrtgr citywrae 7 E S0! 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EAST F.5K•OF KW LINE TO A TMOENT F F� rk11 FARM A FAAVW 1 731= F+ - M R.LY FLANS -1G C.4 tE - 1 coal' A =MAL M' - 4 r Vf,14Ti ARC IMSTAI - ZE GP t fx7 FRET, 11x'71 � UrI-19„° SS' £+?5T 3 , T a I Tai e 'O4Y -r EAST IC Flyr; 11?J7 -! YET a'#1_: F77 Toni: en-e; JUL 2 4 ?nt /VILA 7 62o7 REGISTERED ARCHITECT ERIC E. KOCH STATE OF WASHINGTON C a Za I LL O W - � t Q d) � 0 I Q �wo_ d 1K 0 I I— � — O z� � �w p A ) t 1 1 L I 1 Z —1 5 > o iy u (r)r fh SHEET: ,4 -0. OF: — SHEETS Architectural Design Group, inc. 2150 North 107th St Suite 501 Seattle, WA 98133 Phone: 206-361-1358 Fax: 206-361-1467 JOB NO: 06-055.1g7 I I CHECK: EEK I FD NM I REV. DATE I DESCRIPTION 1/IS/01 PERMIT SLISMITTAL ISSUED SUBJECT TO BUILD INCA DEPARTMENT APPROVAL SUBJE=CT TO RE=V I S IONS .4M A D I T I OMS t: • 0 39 1 24 SOUTHCEN - PARKW w� !�`• .ifaiver iv•ozvA.viummimmilimmussm -AL Elminim, • • am i m , 1 , 1 , NempmEr.r ro7-7.7: 9m II �..,�;�.. H . ..1 . -7, I 1 I0. tii ,,�� � ■ 411�1IN: � i�! ' e•W ' '- 4" a�irI �.. 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[D �'; is +l } f f f f �, l l — - .�, O �: +lflflfff�•�lr +yf 84 +00 EAST ROAD 85 +00 BAUCH DRIVE 4" "MIMI" MI �! -- �� 7 � ��I imam= �IImeItlItIns�It =mom l ��,'� • • 86 +00 !I • coo H - a co rn Cr) ,, + + 01 CA J P [D CO 0 N P1 z C73 —i 0X1 0 0 a 0 • Co O C r 0 G7 O C r m 0 • Partners ` . Architectural Design Group, Inc. 2150 North 107th St Suite 501 Seattle, WA 98133 Phone: 206-361-1358 Fax: 206 -361 -1467 © 2001 1::;$00R SCHEDULE 5SC141 SIZE / -1 C c1J. L DOOR MATERIAL 1 NI zlooa FL 001R/15ASE I-4R RAT I Ne - FRAME MATERIAL HGlNId Aki Veld c=1 zlmai -f ETA I L FF IN SH Y sa,v = STAIN & VARNISH S.G.= SEMI —GL ❑SS AN ❑D= FACTORY ANODIZED ALUMINUM REMARKS DOOR — aVAH 1 NO. MARC MARK. A (EXIST) 3'- 0'xl' -0' B ALUM ANOD TEMP CARPET ALUM ANOD 3 READ O PAINT 1 EXIST. — B (NEW ) PR. 3'- 0'x7' -0' A ALUM ANOD TEMP ALUM ANOD 1 — C (NEW ) 3'- 0'x1' -0' C I-1.M. PANT N.M. PAINT 3 — — D (NEW) 3'- 0`x - I' -0' C WD. PAINT — 1411, PAINT 2 , 3 — NARROW STYLE r , . , , A B C REMARKS: 1. PROVIDE DECAL SIc N WITI -1 1" BLACK LETTERS READ INCB: 1WIS DOOR TO REMA IN UNLOCKED DUR ING 15US INE SS HOURS. LOCATE ON INSIDE OF TRANSOM. 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON WALL ADJACENT TO DOOR STRIKE- 3. PROVIDE LEVER HANDLES. 1/4'=1 ROOM FINISI-4 SCI—IETDULE PERMIT SUBMITTAL EWC FL 001R/15ASE WALL /UJSCT CE I L IN 1 SEALED CONCRETE TAPED, TEXTURED, READY FOR PAINT 2x4 SUSP. A.G.T. 12X12 TILE TAPED, TEXTURED 4 PAINTED W/ SEMI - GLOSS PAINT 2x4- SUSP. A.C.T. WITH COATED TILES 6" TILE GOYS BASE 48' HIGH PLASTIC LAMINATE WAINSCOT 3 CARPET C NO GWB OR FINISH 3 READ O PAINT TAPED, TEXTURED, PAINT SEMI GLOSS - WHITE pns OPEN ABOVE DRAWN: MM I 1 DESCRIPTION I PERMIT SUBMITTAL 6 GT TO BUILpING DEPARTMENT APPROVAL 1 1 S 1 •1 I CI CI'Q' (=NV' S 1 •101S t \ O. L 3iVCI LO/ S1/1_ rens a9 �nssi pns DRAWN: MM CHECK: EEK JOB NO: Oro -055.1 ry —IL SUITE 100 SIDE NEW SUSPENDED ACOUSTIC CEILING SYSTEM NEW 6' MTL. STUD DEMISING WALL SEE FINISH SCHEDULE FOR WALL FINISH ( r r. SCALE 12' =1' -0' PROVIDE SLIP TRACK 6 TOP OF WALL - FILL GAPS WI SOUND INSULATION - ALLOW MIN. 2' DEFLECTION. CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ J45 X 1/2' POWDER ACTIVATED FASTENERS iv 16' O.C. EXISTING SLAB WALL SECTION VARIES BA. METAL DECKING SCALE 1/2' =1' -0' BETWEEN JOISTS INSTALL 25' 25 GA STUDS 6 24' 0.C. WITH 5 /S' G.WB. - EACH SIDE EXTEND GLIB. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK BOTTOM OF JOISTS - MIN 2' DEFLECTION SUITE 100 SIDE NEW 6' MTL STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING SYSTEM SEE 2/A2.1 FOR ADDITIONAL NOTES WALL SECTION UJ4LL TYPES SCALE 1' =1' -0' SEE FINISH SCHEDULE FOR ALL FINISHES EXISTING TILT -UP PANEL - SHELL CONSTRUCTION Yd • 4 .. • 4 4 d• e • �. v • A R -11 BATT INSUL. W/ VAPOR BARRIER 5 /S' TYPE 'X' GLOB. 1/2' AIR SPACE 25 GAUGE 3 5 /S' METAL STUDS AT 16' O.G. FRAMING PER SWELL PERMIT DRAWINGS EXTEND TO ROOF FRAMING 31/2' SOUND BATT INSUL. % ° f t " 5 /8' G.W.B. ON ONE SIDE 20 GAGE 6' MTL. STUDS a 24' O.C. EXTEND TO ROOF FRAMING EXISTING WALL / INSUL UNDER SEP. PERMIT 5 43' G.W.S. ON ONE SIDE * SAME AS 'C' WITH 5 /S' GLIB BOTH SIDES. EXTEND TO ROOF FRAMING SUITE 100 SIDE WHERE WALL ALIGNS WITH TRUSS ABOVE SCALE 12' =1' -0' AT RAFTER - PROVIDE 25' 25 GA. STUDS TOP ANP 24' O.C. WITH 5/5' G.W.B. - EACH SIDE - EXTEND G.W.B. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK e BOTTOM OF RAFTER NEW 6' MTL STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING SYSTEM NOTES: SEE 2/A2.1 FOR ADDITIONAL NOTES WALL SECTION BATHROOM ANALYSIS: CHAPTER 29 WASHINGTON STATE AMENDMENTS 2902.1 NUMBER OF FIXTURES 2902.1.1 PLUMBING FIXTURES SHALL BE PROVIDED IN THE MINIMUM NUMBER SHOWN IN TABLE 2902.1 AND IN THIS CHAPTER WHERE THE PROPOSED OCCUPANCY IS NOT LISTED IN TABLE 2902.1, THE BUILDING OFFICIAL SHALL DETERMINE FIXTURE REQUIREMENTS BASED ON THE OCCUPANCY WHICH MOST NEARLY RESEMBLES THE INTENDED OCCUPANCY. 29023.1 SEPARATE FACILITIES. REQUIREMENTS. SEPARATE TOILET FACILITIES SHALL BE PROVIDED FOR EACH SEX. EXCEPTION: IN OCCUPANCIES SERVING 15 OR FEWER PERSONS, ONE TOILET FACILITY DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME SHALL BE PERMITTED FOR USE BY 50TH SEXES. 15 OCCUPANTS X 200 SQUARE FEET PER OCCUPANT GROUP M = 3000 SF. TENANT SPACE IS 2,800 SF. DIVIDED BY 200 = 14 OCCUPANTS. ONE TOILET ROOM REQUIRED - ONE TOILET ROOM PROVIDED. VARIES B.O. METAL DECKING NEW 3 5 /S' MTL. STUD WALL SEE FINISH SCHEDULE FOR WALL FINISH 3 5/5' METAL STUD BRACE 6 45' O.G. ALTERNATE DIRECTIONS - CONNECT TO ROOF STRUCTURE NEW SUSPENDED ACOUSTIC CEILING SYSTEM BATHROOM SEE 2/A2 -1 FOR ADDITIONAL NOTES EXISTING SLAB WALL SECTION SCALE I/2' =1' -0' I \ p '1 J -INE U DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. ,4 -2.1 FLOOR PLAN SCALE 1/S' =1' -0' \ NOUi (NTNlsSPACE CORRIDOR EXISTING WALL OUTSIDE FACE OF STOREFRONT r , SAWCUT SLAB TO EXTEND UTILITIES INTO ADJACENT TENANT SPACE, THEN POUR BACK - DOWL INTO ADJ. SLAB. LA Jul 2 4 7w 6207 REGISTERED ARCHITECT ERIC E. KOCH STATE OF WASHINGTON i i 1.0 � ZZ 3)) Z 0 to too Z� ~� � (it ()- iii 0 Omn n cto SHEET: ,4 -2.1 OF: — SHEETS 2150 North 1 7th St. Suite 501 Seattle, WA 0133 Phone: 206461-1358 Fax: 206-361-1467 Architectural Design Group, Inc. FILE NAME: A2_1FLF, iKEY NOTES NO. DESCRIPTION: 0 0 0 Q 0 0 Q Q O O n O PLASTIC LAMINATE WAINSCOT 6' TILE COVED BASE FLUSH VALVE ON OPEN SIDE OF TOILET INSULATE EXPOSED DRAIN AND SUPPLY LINES INSTALL 1/2' PLYWOOD UNDER THIS WALL ONLY PROVIDE BLOCKING FOR GRAB BARS SURFACE MOUNT LIGHT - SWITCH WITH CEILING FAN PAINT WALL PER FINISH SCHEDULE 12X12 TILE FLOORING PROVIDE TOILET ROOM FAN - SWITCH WITH LIGHT EXHAUST TO OUTSIDE PROVIDE WATER RESISTANT G.W.B. AT PLUMBING WALLS 2x4 SUSP. ACOUSTIC CEILING TILE SYSTEM TOILET ACCESSORY SCHEDULE ULE NO. DESCRIPTION: 0 PAPER TOWEL DISPENSER Q MIRROR o TOILET TISSUE DISPENSER Q GRAB BAR Q INSTANT WATER HEATER: 205 VOLT 0 LAVATORY - PROVIDE SINGLE LEVER HANDLE 0 WATER CLOSET DESCRIPTION I — PERMIT SUBMITTAL ECT TO BUILD INC DEPARTMENT APPROVAL 1 L S1 101 _L. I CI CbF CI NV' S1 10 I s I' C) -L. 1LV❑ LPJ/ L/L Irons a� *A3LI Inss1 n DRAWN: MM CHECK: EEK JOB NO: fro -055.i6 GENERAL NOTES: RCP FLAN FLAN ENLARGED SI4T1 -IROOM SCALE: 1/4° -1' -0° SUSPENDED CEILINGS ARE TO COMPLY WIN THE FOLLOWING CODE AND REGULATIONS: A. 2003 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 503.9 AND 1621.1 B. ASCE -1 SECTION 9122.6 (ASCE IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS) C- CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4. (REFERENCED IN ASCE -1 SECTION 9.122.622. ITEM A)- ( CISCA 15 AN ACRONYM FOR CEILINGS 4 INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: IAA -IERE, IN ANY CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. SCALE: N.T.S. C.LS.C.A. DESIGN PARAMETERS • MINIMUM 2' WALL MOULDING 1 54' MIN. 3' -4' 'A' ELEVATION 'C' ELEVATION • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST HAVE A 3/4' CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRE. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER 1,000 5F. MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 S.F. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITH RIGID BRACING MUST HAVE 2' OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. '5' ELEVATION IDI ELEVATION INSTALLATION REQUIREMENTS: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 4 ASTM C 636. A. ONLY A HEAVY -DULY T -BAR GRID SYSTEM SHALL BE USED. (ASCE -1 SECTION 9.62.622 ITEM A) B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2'. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4' CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. (ASCE -1 SECTION 9.621222 ITEM B) C. FOR CEILNG AREAS EXCEEDING 1,000 SF., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROX, EQUAL. EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABV. SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4' FOR LOADS PRESCRIBED IN ASCE -1 SECTION 9.6.13. D. FOR CEILING AREAS EXCEEDING 2,500 SF., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEEDING 2,00 SF.SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILNG BRACING SYSTEM FOR THE PROSCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMODATE THE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. WIRE ASCE -1 SECTION 9122.622. ITEM B. SUSPENSION SYSTEM DETAILS: GRID 9 UNATTACHED WALL MIN. 3/4' AT K UN- ATTACHED WALLS, II-P.- 2' MIN ANGLE MOULDING MAIN BEAM / CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART MAIN BEAM/ CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART COMPRESSION POST ASCE -1 SECTION 9.62.6.2.2. ITEM B. WIRE ASCE -1 SECTION 9.62.622. ITEM S. SUSPENSION SYSTEM DETAILS: GRID 6 ATTACHED WALL SUSPENDED CEILING IDETAILS STEEL STUD COMPRESSION POST SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST COMPRESSION POST/ SUSPENSION SYSTEM DETAILS: COMPRESSION POST F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSIT' G_ CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTIONS A. OF 933.9 OF THE ASCE -1 REGULATIONS. AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEIL PERMITTED TO BE DESIGNED ANP TIED TOGETHER AS AN INTEGRAL UNIT. SUCH CONSIDER THE MASS AND FLEXABILITY OF ALL ELEMENTS INVOLVED, INCLUDI SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (I-1VAC) APPUTENANCE BE PERFORMED BY A REGISTERED DESIGN PRFESSIONAL. MAIN BEAM 0 40 0 l /4' MI 4' 3/4' MINIMUM. 6' 3/4' MINIMUM. EXPANSION JOINT BY OTHERS POP -RIVET THIS SIDE 6' FACIA MOLDING SCREW ATTACH THIS SI S' AXIOM PROFILED TRIM HANGER WIRE CROSS TEE ONLY O ^ O p b O 0 CHANNEL MOLDING SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS E 2' AXIOM PROFILED TRIM E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2' OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST II IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE 1' OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. VE BRACING. PENDENTLY OF THE REQUIREMENTS OF SECTION SYSTEM ING GRID ARE A DESIGN SHALL G: CEILING SYSTEMS, S. THE DESIGN SHALL X-RCFIDETS LIG1-ITING LEGEND 7 2X4 FLUORESCENT FIXTURE 1X4 FLUORESCENT CHAIN HUNG FIXTURE 2X2 FLUORESCENT FIXTURE • EXIST. EMERGENCY EXIT LIGHT N ❑CI ® PROPOSED SUPPLY - BIDDER DESIGN -FINAL LOCATION TO BE DETERMINED PROPOSED RETURN - BIDDER DESIGN -FINAL LOCATION TO BE DETERMINED 0 EXHAUST VENT 4 1 HR SHAFT FOR WOOD U / L' • p 7 ' N N N v ' N / D . N ' - / N GENERAL AL NOTES: TOILET ROOM PLAN AND ELEVATIONS ILLUSTRATED ABOVE, ILLUSTRATE FIXTURE CLEARANCE DIMENSIONS, MOUNTING HEIGHTS, AND ACCESSORY PLACEMENT. ACTUAL LAYOUT MAY VARY, SEE FLOOR PLAN FOR CORRECT LAYOUT. LOWER EDGES OF LAVATORY 2'-&' FROM FINISH FLOOR. MIRROR MINIMUM 2' -6'± MAXIMUM 3' -4' ABOVE FINISH FLOOR. GRAB BARS 1 1/4' - 1 1/2' MOUNTED 1 1/2' FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. LAVATORY RIM HEIGHT 34' ABOVE FINISH FLOOR LAVATORY TO HAVE LEVER HANDLE LOCATED NO MORE THAN IV FROM EDGE OF LAVATORY. LEVER TO BE INSTALLED ON THE OPEN SIDE OF THE TOILET. FLOORS SHALL BE SMOOTH, HARD, NON - ABSORBENT SURFACE. DIMENSIONS, NOTES, AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. SEE ROOM FINISH SCHEDULE FOR TOILET ROOM FINISHS. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT AND VENTED TO THE OUTSIDE CONCRETE OR CMU WALLS IN TOILET ROOMS SHALL BE FURRED OUT WITH 5/S' TYPE 'X' GYPSUM BOARD OVER AND FINISHED SIMILAR TO ADJACENT WALLS PROVIDE PAPER TOWEL DISPENSER AREA LOCATED 44' MAXIMUM ABOVE FINISH FLOOR GYPSUM BOARD APPLIED TO PLUMING WALLS SHALL BE WATER - RESISTANT U 1 SCALE 1/5 INSTALL BULKHEAD FROM NEW CEILING I AT 9' -10' AFF. UP TO 11' -0' A.F.F. TYP. (4) LOCATIONS- TOILIRM -2 REFLECTED CEILING i°LAN NOTES 1. LIGHTING SYSTEM IS SHOWN SCHEMATICALLY AND IS TO BE BIDDER DESIGNED TO MEET SPECIFICATIONS, PANEL DESIGN AND APPLICABLE CODES AND REQUIREMENTS. 2. PROVIDE MIN. CLEARANCE IN FRONT OF EXISTING ELECTRICAL PANEL PER NEC. 3. VERIFY NUMBER AND SUPPLY OF REGISTERS W/ OWNER AND TENANT BEFORE PROCEEDING WITH WORK INCLUDE NUMBER SHOWN IN BID. 4. VERIFY NUMBER AND LOCATION OF RETURN REGISTERS W/ OWNER AND TENANT BEFORE PROCEEDING WITH WORK - INCLUDE NUMBER SHOWN IN BID. 5. INCLUDE 51.15P. ACT. AND LIGHT FIXTURES AS INDICATED OVER ALL IN BASE BID - VERIFY INSTALLATION W/ OWNER BEFORE PROCEEDING WITH WORK 0 A. i LJ Ind A I r 1 \ "loom . :...:..::.. I i N N N L. / /I 3' 0' Mil 1:- 411 /I 0 NEW CEILING AT 10' -0' A.F.F. EXPANSION JOINT - SEE DET. 2/A3.1 15' -0' 0 EO N N 6. PROVIDE ILLUMINATED EXITWAYS, LIGHTED EXIT SIGNS AT EXIT DOORS AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS. THIS ILLUMINATION MUST HAVE BATTERY BACKUP IN THE EVENT OF A POWER FAILURE. AT SOME POINT IN THE CONSTRUCTION PROCESS, IT MAY BE NECESSARY TO REQUIRE ADDITIONAL EXIT SIGNS TO ALLOW FOR FIXTURES, SHELVING, AND OTHER OBSTRUCTIONS NOT APPARENT ON THESE PLANS. -I. FIXTURES WITI -IIN 15' -0' OF STOREFRONT SHALL BE SWITCHED SEPARATELY. S. FOR LIGHTING IN TOILET ROOMS SEE DETAILS ON ACCESSIBLE RESTROOMS ON SHT REFLECTED CEILING PLAN 1 9. AREA CONTROLS - THE MAXIMUM LIGHTING TO BE CONTROLLED FROM A SINGLE SWITCH CAN NOT EXCEED A 20 AMP CIRCUIT LOADED TO 50%. 10. PROVIDE VENTILATION PER IMC. A -3.1 DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. SERVICE CORRIDOR IS OPEN TO STRUCTURE PROVDE EXHAUST FAN AT CORRIDOR. N '11,Ip11 Jill_ 24?nP 6207 REGISTERED ARCHITECT ERIC E. KOCH STATE OF WASHINGTON 'C l O W d) Q � 0 Q ff "4. w � IKO ui co Z7 111 I- n1114 13113D 0 4 d)oko z 4 z w �U Q J in f 0 „Ill F ft u_ Inv SHEET: /4-3• 1 OF: - SHEETS Architectural Design Group, Ina FILE NAME. 2150 North 107Ih St. Suite 501 Seaffie, WA 98133 Phone: 206-361-1358 Fax: 206-361-1467 DESCRIPTION I PERMIT SUBMITTAL I Nld - IIf18 GI 1 7� 1 1 I SNO 1 J..1 CI Q'S7' =NV' S 101 S I, ati O_L 31V Lt /SI /L rsns a 'A 3 1 nssi pns DRAWN: r-i 1 CHECK: EEK JOB NO: 06-055.1C7 R -30 IN$UL. INSTALLED UNDER SHELL PERMIT WALL SECTION SCALE 1/2' =1' -0' to. SLAB +0 -0' % t_O PLATE +29' -0' t0 REVELL +23' -0' 5 /S' TYPE 'X' CsWB 0/ 25 GAUGE 3 5 /S' METAL STUDS a 16 O.C. WITH I/2' AIR SPACE OVER CONC. TILT -UP WALL W/ R -1I BArr INSUL. ALUMINUM STOREFRONT SYSTEM • T.O. STOREFRONT R.O. +11' -1' EXISTING SHELL WALL CONSTRUCTION BULKHEAD FOR WINDOW WELL - 3 5 /S' MTL. STUDS 20 GA. AT 24' O.C. W/ 5/$' G.WB. - PRACE PACK TO STRUTURE AT 45' AT 6' -0' O.C. OF STOREFRONT RA. +12' -1 1/2' SUSPENDED CEILING SYSTEM AT 10' -0' APP. SEE DETAILS FOR SEISMIC BRACING ON A3.1 JUL 161 2 4 ?nfl7 6207 REGISTERED ARCHITECT ERIC E KOCH STATE OF WASHINGTON 0 a W 0 Q 1L d �0 Z 111 I- (I) � 0 ill zo9 ( I ) 06) .1* u� Z 17 O I- 0 (NI E In a tn a SHEET: OF: — SHEETS -T 2150 North 107th St. Suite 501 Seattle, WA 98133 Phone: 206-361-1358 Fax: 206-361-1467 Architectural Design Group, inc., FILE • NAME A6-I5EC DESCRIPTION I "Tviliwang 11W:ad ECT TO BUILDING DEPARTMENT APPROVAL 1 I I • c N l LI Qc V Ci lTv` sr.tc:›Isy\ati O.L Ji` a LOP21 /L Ircans a� *n3e:1 Inss i DRAWN: MM CHECK: EEK JOB NO: ' —O .1r' % �` in ' e - • — — 1 - , I r. — - - - - • a ?1.STi,.e3Yxr�set?i:����`. .tom. ^� - _ _ %t _ _ =z Li.� �i��i•5xeCFYIR MENAL'#�ICl:ELeaat�21rAWA E,l�rnk ie Jl a� - 11S : _ =_ = =° i =' i = = == yc{ 1 i3FENR. IONal 00112 E d1�1��r�aFi yty7 . 1 RIOS : �{ � � MI CIEIWINN jt aM .' '[.:gxi?a; ?:`ri i � WINE' ,MEEDi 7� � l�ig :�z I sA ....y --------------- - - - - - — - -t I � z•: - e�car a � . f Qi a ai:'111�� $ i 7B3� r•ili� p 'd � i: ,�s I' yr c� L ' i ' lard � k� L7! O ' i� ilismaysemensafr KEY FLOOR PLAN SCALE 1' =30' -0' MEP SCHEMATIC SCOPE OF WORK I HYAC. TO BE INSTALLED ON ROOF AND WORKING, READY TO BE DISPERSED. LL TO PROVIDE 1 TON PER 350 5F. OF PREMISES. 2. ROOF PENETRATIONS. AS REQUIRED TO INSTALL FANS, HVAC ETC. 3. ELECTRICAL. 200 AMP 3- PI -4A5E 120/208 VOLT SERVICE STUBBED TO AN ELECTRIC PANEL. ELECTRICAL DUPLEX OUTLETS TO BE EVERY SFr AROUND THE CIRCUMFERENCE OF THE STORE. PROVIDE FLOOR OUTLETS AT THE WINDOW AREA'S. SEPARATELY METER ELECTRICAL SERVICE. 4. CEILING. GRID AND LIGHTING INSTALLED PER CODE. STANDARD T -BAR CEILING AT I0' -0' ABOVE TI-4E FLOOR. ONE 2'X4' FLUORESCENT LIGHT FIXTURE PER 100 SQUARE FEET OF PREMISES - SEE A3 -I REFLECTED CEILING PLAN FOR ADDITIONAL INFO. 5, WATER. 2' COLD WATER LINE STU1515ED TO THE PREMISES. 6- GAS. SEPARATELY METER NATURAL GAS. -I. SANITARY- ADA R1t5TROOMS INSTALLED PER CODE. S. SPRINKLERS AS REQUIRED BY LOCAL CODE. PROVIDE UTILITIES TO ADJACENT SUITES 104 / 108 TO THE NORTH. I. PROVIDE 4' SANITARY LINE TO ADJACENT SUITES FOR SANITARY AND GREASE TRAP. 2. EXTEND 2' COLD WATER LINE STUBBED TO PREMISES 3. PROVIDE 200 AMP ELECTRICAL SERVICE STUBBED TO PREMISES. 4. EXTEND GAS PIPING TO PREMISES - SIZE PER I-4VAC LOADS. OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL PANEL FACE EXTEND UTILITIES TO NORTH 108. STUB POWER FOR 200 SERVICE, GAS PER 1HVAC X SANITARY, GREASE, AND 2' EXTEND 2' CONDUIT FOR PHA POUR STRIP OPEN FOR FUTU'. CONNECTIONS. GAS LINES (SIZED PER TENANT PLANS) STUB TO TENANT PREMISES - SIZE PE TENANTS REQUIREMENTS. ELECTRICAL SERVICE TO PANEL IN TENANT SPACE. CONFIRM P4NEL LOCATION WITH TENANT. II PHONE TO DROP DOWN TO 15 LOCATION - EXTEND BACK O ELEC. 1 1t - TENANT TO COORD. LINES 2' COLD WATER LINE AT UND ROOF - STUB DOWN W/ SHUT - E 5U1E3 METER FOR TENANTS CONNECTION PANEL CO BLDG. SETBACK LINE 4 ' FLOOR PLAN SCALE 1/8' =1' -0' F.F. ELEV. 25.5 I) -- FUR PWR GAS GAS a Al Lfi JO 2 4 ?n07 6207 REGISTERED ARCHITECT ERIC E KOCH STATE OF WASHINGTON vaC1) waft 6 Q ray 0 aft. If3: au CL. 4 0 W cI_ et � Z 0 01 7 „V o _NL 0_ z Q � � diKO 11.1 �ZZ 31 u � (K � U � 1 U will d) - 1 ; - U d) 1 P� o� Z i- a N it IL CD SHEET: MP1 OF: — SHEETS 2150 North 107Ih St. Suite 501 Seattle, WA 98133 Phone: 206-361-1358 Fax: 206461-1467