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Permit PG07-283 - WIG PROPERTIES
WIG PROPERTIES #148 17250 SOUTHCENTER PY PG0 7-283 Parcel No.: 2623049117 Address: Suite No: Owner: Value of Plumbing /Gas Piping: Fees Collected: doc: UPC -10/06 City f 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 Tenant: Name: WIG PROPERTIES Address: 17250 SOUTHCENTER PY , TUKWILA WA Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: MIKE LOVELAND 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 OF WORK: INSTALL PLUMBING FOR 1 ADA RESTROOM $6,500.00 $122.50 plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 509- 953 -2631 Phone: 360 866 -4041 Expiration Date: 04/21/2008 PGO7 -283 10/31/2007 04/28/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 0 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 0 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 1 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 0 Gas Piping 0 Gas piping outlets (0-5) 0 1 Gas piping outlets (6 +) 0 PG07 -283 Printed: 10 -31 -2007 Permit Center Authorized Signature: doc: UPC-10 /06 I hereby certify that I have read and a imi$ted this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied VJQ f 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 p ce of wor authorized to sign and obtain this plumbing /gas piping permit. Signature: Date:, // / 7 Print Name: / This permit 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. City ooTukwila 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: PGO7 -283 Issue Date: 10/31/2007 Permit Expires On: 04/28/2008 Date: `O ' PG07 -283 Printed: 10 -31 -2007 Parcel No.: 2623049117 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 17250 SOUTHCENTER PY TUKW WIG PROPERTIES 1: ** *PLUMBING AND GAS PIPING * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -283 ISSUED 10/18/2007 10/31/2007 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. 5: 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 -283 Printed: 10 -31 -2007 doc: Cond -10/06 Print Name: As City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this 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. Date:/ /3l / PG07 -283 Printed: 10 -31 -2007 CITY OF TUKWILA,..,i Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us PLUMBING / GAS PIPING 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 r r King Co Assessor's Tax No.: ) lo/ 30 u ` Ci Site Address: 1 ' 7 -5 © �� 04 OO°h P�&) Suite Number: / 1.r 8 Floor: / 57- Tenant Name: S � e � Property Owners Name: G(, i Piro p r-A e-s LLC- S S Mailing Address: /(F( (( l3l ! 1 2 /, 5,F CONTACT PERSON -Who do we contact when your permit is ready to be issued Name: b`\ i kQ L v L(u.v 4: Mailing Address: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: L. JI / 3y Pl. $ . PLUMBING / GAS PIPING CONTRACTOR INFORMATION 13 r i j k 3 / ,k ? t ..- C k L' te-l1 ✓bp Contractor Registration Number: 3A--1 -{.f k,r}F- nit �4 ARCHITECT OF RECORD -• All plans must be wet stamped by Architect of Record Company Name: j4 4 r e(4 ( { /76 irchil J5 , p 5- Mailing Address: /023/ ME sl Js 1.) r. $'vii 3d d �'t fk l o,d // R al�(, ?3 3 3 c ss City State Zip Contact Person: S Ori V!, v . b erS Day Telephone: 4 45- SZ7 X/0 O E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Q:\Applications\Porms- Applications On Line\3 -2006 - Plumbing -Gas Piping Permit Application.doc Revised: 4-2006 bh Plumbing/Gas :Permit Project No. :. City 13 e- City Fax Number: New Tenant: 0 .... Yes State Day Telephone: 50 9 753 — z 6 3/ State Zip 6 °Ztr �ti l� We / Ci State Zip Day Telephone: J6' Re -' 1 (0 4'( Fax Number: 36 0 te6 6o - ?a '/ S Expiration Date: 0 Lj / ID S O 8 Fax Number: 1 12S 48? `Y City Day Telephone: Fax Number: State ..No Zip Zip Page 1 of 2 Fixture Type: Qty Type: ; . Qty : Fixture Type , " . Qty Fix re 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 Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 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 V 0 Valuation of Project (contractor's bid price): $ 65 © Scope of Work (please provide detailed information): l -- A- D /a.. 1344-1. v. Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: C BUILDING R R�O ED NT: Signature: Print Name: Date Application Accepted: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Mailing Address: "-f 3 ? fro f er Q: Applications\Forms- Applications On Line3-2006 - Plumbing -Gas Piping Penni Application.doc Revised: 4 -2006 bh Sewer: e.C& City 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. Date: /6 --O.-- 07 Day Telephone: 33d 8 4(0 € / State Zip Date Application Expires: Li— I9 -0 Staff Initials: v V \ Page 2 of 2 1 Payee: THE BATHROOM Receipt No.: R07 - 02288 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 Parcel No.: 2623049117 Permit Number: PG07 -283 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/18/2007 Applicant: WIG PROPERTIES Issue Date: Initials: WER Payment Date: 10/18/2007 01:26 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 16722 122.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLUMBING - NONRES Account Code Current Pmts 000/345.830 000/322.100 RECEIPT 24.50 98.00 Total: $122.50 Payment Amount: $122.50 TOTAL doc: Receiot -06 Printed: 10 -18 -2007 Project: n 4PP,4 Type of ection: \J Address:, 72 so .{ / S� I ate Called: � Special Instructions: ate / ante p /� m J Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i-", f C am / /4:it/kW .00 REINSPECTION FE REQUIRE Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suit 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: , .‘ / le' C Type ofpspection: Address: , /72 5 ,31>//kfc4,, fr(7 Date Called: , Special Instructions: Date Wanted ///do 6. Requester: Phome Ng; 05 -553 •2,.3 i CO ENTS: ..- • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. .00 REINSPECTION FE EQUIRED. • rior to inspection, fee must be id at 6300 Southcenter B1 d., Suite 1 0. Call the schedule reinspection. 'Date: j 726'3 PERMIT NO. DEPARTMENTS: Jo 13 -°7 Bui �% ing !Division / _4 `'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -283 DATE: 10 -18 -07 PROJECT NAME: WIG PROPERTIES - SPACE 148 SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal • Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Publi Works (�4A Itit(t, L r) Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -23 -07 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 7 Incomplete Structural Review Required Not Applicable ❑ No further Review Required n DUE DATE: 11 -20 -07 Not Approved (attach comments) n 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 t 2i- 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 1 6 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 � S d t rtwell � 7 sa c.f�iC�,�.�,. �Y�� f roperty Street Address 1 c, kti./ i fil 1414 . 2fl/ 5 City State ZIP L LC —S Owner's Na n% Subdivision Name Lot # Subdiv. It Q Block # Building Name . (if applicable) O wn ey P hone N bef(witthA+ka Code) O City or Sewer District 1 1 ' Date of Connection P roperty Contact Phone Number (with Area Code) Side Sewer Permit # Demolition of pre- existing building? O Yes Xtlo Type of building demolished Sewer disconnect date Owner's Mailing Address„ P L 5tr ge t ; Wet, ?g A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 20 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 8 � « PG07- z83 RCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # 2_62,302 Party to be Billed (if different from owner) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Rdc ( 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 r O ►if RCE King County Department of Natural Resources and Parks RCE RECEIVED OCT 1 8 2007 `HERMIT CENTEri Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be 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 corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date Print Name of Owner /Representative 1058 (Rev. 11/05) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer 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 $12,000.00 09/07/2004 Business Owner Information Name Role Effective Date Expiration Date LATHROP, ROB PRESIDENT 04 /01/1996 LATHROP, CHUCK VICE PRESIDENT 04 /01/1996 LINCE, MICHAEL VICE PRESIDENT 02/10/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License BATHRI *042JA BATHROOM INC, THE CONSTRUCTION CONTRACTOR 601640727 89315500 CORPORATION 1439 KAISER RD SW OLYMPIA THURSTON WA 98512 3608664041 ACTIVE GENERAL UNUSED 4/1/1996 4/21/2008 BEEME * *974JZ https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BATHRI *042JA 10/31/2007 SEPARATE PERM T REQUIRED OR Ma nicai asi Electnbal © Plumbing Ci Gas Piping City of TukWila atj LDIt�G D V %S1ON rawenotems PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS. LANDLORD FILE COPY Plan review spool Itaielloern:n and omissions. Apprlavof of aosipmellieguiss does not autho(ize the violation cift MOW code or onlinanoe. Receipt of approved Filed end .. is BY Date: /17 /3 do 7 1. ED VDR CODE COMP i\lCE APPRO tw 'J IO$ i D ID . .. ' = City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made of work without p• 6 p of Tukwila Building Division. NOTE: Revisions will require a new p'7n Siibnr Mal • • end may include additional plan r r..: lees. GENERAL NOTES ALL SUB- CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS. ALL SUB-CONTRACTORS TO VERIFY ALL DIMENSIONS FOR. THEIR SCOPE OF WORK. IN EVENTS OF CONFLICTS OR CHANGE BETWEEN DETAILS OR BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO BE UTILIZED IN THIS PROJECT. NO PRODUCTS ARE TO BE UTILIZED IN THIS WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED. ALL CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THESE PLANS PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETNIEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100' -09. RJR TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED WOOD OF 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 FIREBLOGKIN6 IN ALL FRAME WALLS AT IO' - 0" O.G. 8 WHERE FRAME WALLS PENETRATE CEILING. FIREBLOCK IN ACCORDANCE WITH I.B.G. SEC. 108. DRAFTSTOPPING IN FLOORS 15 NOT RIrQUUREP IN BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SECTION 0 10351 (IBC 111.35, EXCEPTION) DRAFTSTOPPING IN ATTICS 15 NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 0 103.3.1. (IBC 111.4.3) • ' PROVIDE A FLOOR OR LANDING NOT GREATER THAN r BELOW THRESHOLD AT ALL DOORWAYS. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A K T OR SPECIAL KNOWLI =DG : OR EFFORT. IBC. 1008.1.8) HARDWARE. DOOR HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SY CHAPTER II SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE MST TO OPERATE. 1008.1.8.3 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF POOR WHERE ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR POOR5 ARE PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING PEVIGE 15 READILY DISTINGUISHABLE AS LOCKED, 2.2 A READILY VISIBLE DURABLE SIGN 15 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 I INCH HIGH ON A CONTRASTING BACKGROUND. ALL ROOMS OR AREAS HAVING AN OCCUPANT LOAD OF 50 (1,500 SF OF RETAIL SPADE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( I. 1015.2.1 ) EXITS SHALL HAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LINE BETWMN 'EXITS. (15.C. SECTION 10152.1.2) EXCEPTION 2 - WHERE A BUILDING I5 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9035.1.1 OR 0 1033.1.2, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE 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. (IB.G. SECTION 803.8 AND 7101.3) ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED UNLESS THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE COMPLIANCE FORM 15 REVISED. LIMIT AIR LEAKAGE PER W.S.E.C. SECT. 1314. WHEN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED 1500 S.F., TWO BARRIER FREE RESTROOMS WILL BE REQUIRED. 2 EXC. 2 WASHINGTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD SERVES 50 OR MORE PERSONS THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC 1008.12 DEAD END CORRIDOR (IBC SECTION 101'73.2 EXCEPTION 2): IN OCCUPANCIES IN GROUPS B AND F WHERE THE BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 0 1035.1.1, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) OFFICE BUILDING SECTION C SECTION IDENTIFICATION �- LOCATED ON SHEET... INTERI ELEVATION ELEVATION IDENTIFICATION C LOCATED ON SHEET GRID MARKERS �-- LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SYMBOL <- --- --DOOR NUMBER E --DOOR MARK WALL SYMBOL ORK 17c'!,'80 SOUTHCENTER PA KWAY SUITE 148 SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHNGTON SYMBOLS WALL SECTION SECTION IDENTIFICATION LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION LOCATED ON SHEET ROOM SYMBOL 4---ROOM NAME ROOM NUMBER ROOM MATERIAL CODES Is No FLOOR/BASE 2nd No WALLS/WAINSCOT 3rd No CEILING CEILING HEIGHT WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION MATCH LINE 41--- SHADED PORTION 15 THE SIDE CONSIDERED 12 15 NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE PROPERTY LINE NEW CONTOUR EXISTING CONTOUR REVISION CLOUD IDENTIFYING NUMBER GRAY LINES REPRESENT EXISTING TO REMAIN SLACK LINES REPRESENT NEW CONSTRUCTION DASHED LINES INDICATE EXISTING BE REMOVED IG BD. BLDG. ELK. E3LK'G. BM. BOT. B.U.R. GAB. G.B. GEM. CH. G.J. CLG. GLR. G.D. COL. CONG. CONN. CONSTR. CONT. C.T. GTR. GTSK. DBL. DEPT. DET. PIA. DIM. DN. DR. P.S. DWG. E. EA. E.I .F.S. E.J. EL. ELEC. ELEV. ENCL. E.P. s 11OTH ST VICINITY MAP AND L ANGLE AT CENTERLINE 4 DIAMETER OR ROUND J_ PERPENDICULAR # POUND OR NUMBER A.B. ANCHOR BOLT AGOUS. ACOUSTICAL A.F.F. - -- ABOVE FINISH FLR. AGGR. AGGREGATE ALUM. ALUMINUM ANOP. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL A5FH. ASPHALT BOARD BUILDING BLOCK BLOCKING BEAM BOTTOM BUILT UP ROOF ROP CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CEILING CLEAR GLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS GERAMIG 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 CO EQ. EQUIP. EXIST. EXPO. EXT. F.0.I.0. F.D. F.E. F.H. FIN. FLASH. FLR. FLUOR. FOUND. FRM'G. FT. FTC. FURR. GA. GAL V. G.G. GL. CND. GR. GP. G.W.i3. GYP. HDWR. HDGP. HDWR. H.B. H.G. H.M. HORIZ. HR. HT. INST. INSUL INT. LAM. LB. LOG. MATL. MAX. MFR. M.H. MECH. MIN. MISC. MTD. MTL. N. N.I .G. NO. N.T.S. OWNER: 0 WIG PROPERTIES L.L.G. 5.5 4811 -134TH PLACE SE BELLEVUE, WA 18006 PH: (425) 0 151-4174 FAX: (425) 865 -8648 E- MAIL: L.ESITYAWIGO IGPROPERTIE5.GOM CONTACT: LESITYA WIG BLVD EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FURNISHED BY OWNER INSTALLED BY CONTR. FLOOR PAIN FIRE EXTING- UISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM HARDWARE HANDICAP HARDWOOD HOSE BIBB HOLLOW GORE HOLLOW METAL. HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE MINKLER SL ABBREVIATIONS O.G. 0/ OPP. T. T.G. TEL. T.* G. THK. T.O.P. T.P. T.W. TYP. LAMINATED U.B.C. POUND LOCATION UNF. U.D.N. SULTANTS RTIES, LLC -SS PL. PLYWD. P.P. PLAM 5. S.G. SCHED. SHT. SHT'G. SIM. SPEC. SO. STD. STL. STOR. STRUG. SUSP. S.$ V. SVG. SYM. 5/W e Np changes litho ofi work K�vila Tp NO TE : Revisio and may ON CENTER. OVER OPPOSITE PLATE PLYWOOD POWER POLE PLASTIC LAMINATE R. RADIUS OR RISER R.D. ROOF DRAIN REG. RECOMMENDED REF. REFERENCE REINF. REINFORCED REGiIP. REQUIRED RM. ROOM SOUTH SOLID GORE SCHEDULE SHEET 5HEATHING SIMILAR SPECIFICATIONS SQUARE STANDARD STEE.i STORAGE STRUCTURAL SUSPENDED STAIN AND VARNISH SERVICE SYMMETRICAL SIDEWALK 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 VERT. VERTICAL WEST WITH WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT Will requ'iw lide additional P SITE ARCHITECT / PLANNER: FREIHEIT 4 HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE. SUITE SDD KIRKLAND, WASHINGTON 18033 PH: (425) 821-2100 FAX: (425) 828-6E41 EMAIL: SVINBERG @FHOARCH.GOM CONTACT: SONNY V I NBE:RG riot PARATE P 6IIT R' •UIREN OR: le "cal lumbin Gas Piping City of Tukwila BUILDING DIVISION de to the sco'e aPVcc of Olviss'ot t' : .31 no, 91 ARCHITECTURAL A -0.I COVER SHEET A -2.0 REFERENCE SITE PLAN A -5.0 FLOOR PLAN / DETAILS / SCHEDULES A -3.I M.E.P. PLAN A -3.2 R.G.P. PLAN A -4.0 EXTERIOR ELEVATIONS 4 WALL SECTIONS LOCATION: ZONING: OCCUPANCY: NUMBER OF ST BUILDING CODE: zNEF ' CODS: CONS TYPE: TENANT SQUARE FOOTAGE: SUITE 148 BUILDING SQUARE FOOTAGE: BUILDING 'S' ACCESSOR5 PARCEL NUMBERS .; DESCRIPTION OF WORK: TENANT BUILD-OUT (VANILLA SELL) FOR FUTURE TENANT. DESCRIPTION: PARCEL A: THAT PRRTION OF THE NORTHWEST G',1ARTER OF THE SOUTH EAST QUARTER AND OF THE NORTHEAST QUARTER OF Tie SOUTH WEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 10198.68 FEET TO THE WEST LINE OF THE EAST 65 FIST OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH OI °47'201" Y'EST ALONG SAID WEST LINE A DISTANCE OF 658.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST Lite, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 87 °55 NEST ALONG SAID SOUTH LINE, 66656 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 01 °12'25" EAST ALONG SAID WEST LINE, 661.03 FEET; THENCE SOUTH 88 °00'36" EAST 03.50 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING NO. 0 14082 0 10323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL. B: IES: 1,041 S.F. 20.0`6 WA 51PN, GODc �.J TYPE V -3, FULLY SPRINKLERED -43,74 i S.F. 26230.4 2623049081 26230401111 TITLE INDEX Permit Th __ ci c-.:: . be (:c c..t Open to i„: :: : or a dilly is shall �J 018 City of Tu.;..v:: BUILDING DIVISION I100 SOUTHCENTER PARKWAY, TUKWILA, WASHINGTON TUKWILA URBAN CENTER (TUC) M, (MERCANTILE) 2006 IBC W/ WA STATE AMENDMENT PROJECT DATA LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST GARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TEH SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2618.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH OI °12'25" WEST ALONG SAID EAST LINE 657.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH OI °12'25" PEST 661.05 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 87 °5553" WEST ALONG SAID SOUTH LINE, 18528 FEET; THENCE NORTH 01 °55'21" EAST 343 FEET; THENCE NORTH 87 °5553" WEST 48 FEET; THENCE SOUTH 02 °04'07" WEST 10 FMT; THENCE NORTH 81 °55'55' NEST 511.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0 10 °5551 ", AN ARC DISTANCE OF 301.61 FEET; THENCE NORTH 0I °0855" EAST TO A POINT NORTH 88 °00136" WEST FROM THE TURF POINT OF BEGINNING; THENCE SIXTH 88 °00'36" EAST TO 71-E TRUE POINT OF BESINNIG; EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 0 1408290525 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL G: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT TH N E NORTHEAST CORM-5R R OF THE SOUTHEAST QUART. SAID SECTION 26; 0 M P L r T E THENCE NORTH 88 °05'42" WEST ALO; G THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 26784,8 LT R FEET TO THE EAST LINT= OF SAID NORTHEAST QUARTER OF THE SOUTHWIFST QUARTER; THENCE SOUTH 0I °12'25" WEST ALONG SAID EAST LINE 1318.52 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 87 °55'53" WEST ALONG SAID SOUTH LINE, 185.28 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTUNUIN6 NORTH 87 °55'53" PEST 43 FEET TO THE EAST RIGHT -OF -WAY LINE OF SOUTHCENTER PARKWAY; THENCE NORTH 01 °08'55" EAST 314.51 FEET ALONG SAID EAST RIGHT -OF WAY LINE TO A TANGENT CURVE TO THE rjEpMI e CE 1 RIGHT WITH A RADIUS OF 25 FEE; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL. ANGLE OF 90 °55'31 ", AN ARC DISTANCE OF 39.61 FEET; THENCE SOUTH 81 °55'53" EAST 511.43 FEET; THENCE NORTH 02 °04'07" EAST 10 1T; THENCE SOUTH 87 °55'53" EAST 48 MET; THENCE SOUTH 0I °58'21" WEST 349.95 FEEL' TO THE TRUE POINT OF BEGINNING; RECEIVED OCT 1 8 2007 PERMIT CENTER 3 °.107 � $ LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE BUILDING 'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS PERMIT RESPONSE : 10.1.07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET LCH 09/11/07 A07 -517 10/01/07 - 9:19am A07- 517_BLDG S_A01_148.dwg umsmslmis SHEET A0.1 immeammi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. CL INTERSECTION STA 50 " i • STA 4i4 S�bUTHCE O 1 I + 50 a F 1 CJ NEW TIER PK 00 inagar ca Ars 63 -0 - 11_011 241-0" is A2.I4 1411 TY INSTALLED FIBER VA 0 • N 88 ° 00'00" W a v g p v ai a * e 1- 108' -6" 108' -5 1/2" 81 -6" 54'-II" o" 8 162 30' -0" 7YP. 1 62'-0" Q 360.00' ' -7" 12 21'-O" 24' -0" 11 50 I40' -0" PER KOHL'S PLAN N 88 °00'00" W P ETCO (15,202 S.F.) FF = 26 TENANT LINE A!4F�F0i.t. iir • STROM'S RACK (35,316 S.F.) PP = 26 LOADING LOADING SCISSORS LIFT BY TENANT VAULT. SEE CIVIL EASEMENT AREA MATGHLINE .. � AULT. SEE CIVIL 0 m` _ � � X 42`50' ► =� - °. / E N 88 °00'00" W , - - .tici • N Sb °24 E'. ••yt :�.!w2 :s������ r/� . g E � ; ' ! � r a as : x :•r 1 0 WIG PROP f�?TIE:S - ® 1 . -011 SI N 6 W _ � ► . s.. Vi c. _ r —�1� :� : �' "� � 1. _ ., N 88 ° 00'00 11 F ..�� - � DE WALK lir � l e � � ����I�l1ioA . s � ����� ! � a ` P/Y9M J '��e7� . _ � � P H9G � . ��• - A�V�� ��i� Qi9 'al 4 �' 1 i ��� �.` . p^ , °I • i a � .��,► �7!; :r'� - o ml��A��a� �� ������� - - =•�I' 3C4��� r•a -�• M � - �Y • �}�` @ � / ■ Iiil r� � ^ � . 6 � � i�ii1�/E�9illr�� ♦'''` ' m r �w ' ''m.';r.•g =Ca:, :.;=,L, 5..`�I. -.� :. 5� • i d' 40 18 / - _ i,Y > --- - 11 / ! /��L NTort 1 to . 3,, . >: w C� "A �- to �s 0 Q 1 EIS s� I r i� lr. :1� � ._� dim. ,1., : . .fi r . rr 0 V 7 i 36 1 I f' ro L G - e a ry, MR to ' . ` ° - 3s : >',�a - 2x81 -211 8RIK ill if MEM 0 8 3/4" � � � Ji U 8 ill p 3 0 21 27-0 21 -a 11 1 2cr_011 I�1_ II 1 11 Q O a r o-`d 15 —0 12 11 1 w. TYP. z _ 24 - 0 � 11 -( / 11 '� A+11 wll - .. _.. Irq 4 � • AAar °4 d 1 P i. 24'-6" TOTAL R.O.W, DEDICATION 10' -0" SIDEWALK EASEMENT 20' -6" TRAVEL LANE + GURB 4' - 0" LANDSCAPING STRIP AND CURB 15 REQUIRED BUILDING SETBACK MOM ' & ail EEL MRS MI mom mow ORM Mr d y.� 9 v i -05rP N 88 °00'00" W '- 6 "R.o.W. DEDICATION . ��i iR� As�f7 .��i�g1FB i� mini :'TM �, �� • �a 5 � � , 18 , 0 f �y� QQ v , � e o p .--M n`. w q a o _r, .>a :+il' w . �.. =xf _ d ' a ° I I 18 �.} "r llt� (1111 :q�E3�i f ° -vYF r gy a F � � i 4 y I6 . • ¢ .� ��la;., . �� , y` i1S'i e( yr• N `,.' �III ° } ro +'. .� h s ° I a c ...... a. � •�� ( ' _ •�,, _ 1�9St , r- y�f'iB��II ' '` 9 " i_ _. _ . —.. Al � >•� ®R. " 9■ I�GG� _ �6i7 • ° :il fd a •o "a'ro'r ,t e •>� '+.tea - « ry � p� gyp! � `'E 1=6Ma ®IF�l finE ��� °mow.. i _ � _ 9 l..�LRI _ �CCZ_� ate: 31Z T __ _ i IIII 717■EA i liM 4ll� - +.�-.. .. ���'. r1B MSl 'p . ° a °i •;'a r "a n -s c ". v'« ° a v a +, iilf l7;;! ncrim T11'yi�9 'Zr __ a4•L'II�li. 179®7r®1�1'.�.3i�i — 1 migu .ar f % : - -� - °[�. ' : —' T '='� _ ter'=: rs,�[ -9 7 P�llh�f ® - . ..�,.u. _ 4 ��J I� r r !� sa���l w 1 — +.� mm.� rK .. 10 i�'it�l�� , �r �T I� 4 �� '. ` . %i - -- -- ---. _... _.. ... a �p�k a >�1�S�t. �O9lif ®1.�/TI�" _ r r :.rri � 1 ' � � d f - -.- .� xtrir °- w � . �� �� ' � a - >< � � �. �cw ��rar� ' �l ���1a���1 ® .�r�.�1�:.,�,...�� _. w �r�r 41L Jf .� l�$`i iii IS.D6� O, TYP VAULT. SEE CIVIL ® • .__ �,� a TYP. ctl -__ _ _ 1 WI ER BOULEVARD_ _ fr LIJ /r I TYP ' 0 WIG BOULEVARD AREA OF WORK - .!�!l 7� - 11 a- ���.a - , ° sao.•nr. as � -- • a v'a 15- REQU IRED fe9 r ��.���z�a ®r,�, 9�,• F • .. a .� I � }•� _ ��_ ~- � _ _• 1 Qwl ltl [ '4l • a9��or rw�.� � -- ••'- i��9.1 4 T ION 1 • L .f: �i�-- �` .'vk �. -j� :WAY DEDICA r �1.. d �fi - — + �, I ,a r •r ro 4 .. a ° e a gi a a a. "a�a'e v >.. L SMACK W - �.�.wl'q�rrb e61 ' -°cal o-cayr�rll�r- a■mr>�v�®aaruypq�^ ���' TYP A // /; . 4- PING STRIP CURB t� �� ��• -�.�� - -.ti -- -- r- .>•n -�� - - +__ -- +1 , " - C, SIDEWALK ^ � �4 A�� ; A� :;��� �1./ 7 . / �r it _ -- np � ... w _ o l 1 ' WIG BOULEVARD 0' -6" LANDSCAPING NEW PROPERTY LIME ISTING PROPERTY LINE N 81 54'26" W a° 2'.83' .:SCE r 10'-0" 24' -6" STA 63 +34.92 NOR �. STA 86+57.90 EAST 6' -O" PROPOSED SID - 4'-6" w PROPOSED TREE PI 0 0 24 6 "R,O.W, DEDICATION 15' REQUIRE=D BUILDING SETBACK I0' -6" REQUIRED SIDE AAL CURB 20'-0" REQUIRE=D ROAD 4 -0" LANDSCAPE STRIP CITY INSTALLED 1 -TO SITE PLAN SCALE: I" = 40' RECEIVED OCT 18 2007 PERMIT CENTER LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE BUILDING 'S' SUITE 148 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS REGISTRATION 6395 REGISTER � STATE OF °vASNINGT FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P :425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE PLAN JZ 09/11/07 A07 -517 09/11/07 - 10:10am A07 -517 BLDG S A20_148.dwg mumsmiamm SHEET A2.0 ummuriimmionomain Copyright 2007 Freihett & Ho Architects, Inc., P.S. DOOR NO. MARK MARK SIZE/THK DOOR SCHEDULE J cA cc c 0 cc § § =cc Oc w U. d CS 2 DETAIL BSGHI FF = FACTORY FINISH 34Y = STAIN *VARNISH S.G. = SEMI-GLOSS ANOD= FACTORY ANODIZED ALUMINUM REMARKS A 5 3 "x - P-0" 3' -05(1' -0" A ALUM H.M. ANOD PAINT AEI TEMP ALUM H.M. ANOD PAINT A/C 5 ANOD S.G. DOOR TYPES NARROW STYLE INSUL. SAFETY GLASS Q STOREFRUNT DOOR 12" H. X 50" W. S/S KICK PLATE Q INTERIOR WOOD - DOOR REMARKS: I. PROVIDE DECAL SIGN WITH I" 5LACK LETTERS READING: THIS DOOR TO REMAIN UNLOCKED DURING EUSINC;f HOURS. LOCATE ON INSIDE OF TRANSOM. 2. PROVIDE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS 516N ON WALL ADJACENT TO DOOR STRIKE. 3. PROVIDE LEVER HANDLES. DOOR HARDWARE VARIES B.O. METAL. DECKING �. - 2 - -I/2" MTh. STUDS AT TOP AND BOTTOM FLANGE W/ GM. PROVIDE SLIP TRACK ® TOP OF WALL - FILL W/ SOUND INSULATION NEW 6" MTL STUD DEMISING WALL SOUND BATT INSULATION • NEW 6" MTL STUD DEMISING WALL SOUND BATT INSULATION VARIES B.O. METAL DECKING PROVIDE HORIZONTAL BRACING AS NEEDED FOR NEW DEMISING WALL PROVIDE SLIP TRACK TOP OF WALL - FILL FILL W/ SOUND INSULATION r ns■t — DOOR HARDWARE: A.1 SETS SET 5. INTERIOR WOOD DOOR: I' PR. BUTT HINSE5 I SURFACE MID. CLOSER I ADA COMPLIANT LEVER BORED LATCH SET (PRIVACY FUNCTION) I SET SILENCERS I ROOM SIGN I OVERHEAD STOP 1 KICK PLATE FLOOR/BASE SEALED CONCRETE SHEET VINYL 6" VINYL BASE CARPET TOP, MIDDLE, BOTTOM PIVOT HINGES MORTISE LOCK W/ THUMB TURN 3 -POINT PUSH BAR I" 4) TUBE (I ® SINGLE DOOR ) SURFACE MID. CLOSER LC14 # 4010N/DEL SERIES OR EQUAL WEATHERSTRIPPING 4 SWEEP THRESHOLD 20 GAUGE 6" MTL. 5 ® 16" O.C. 3" SOUND BATT INSUL. 5/6" TYPE 'X' GAB. ON BOTH SIDES EXTEND TO ROOF FRAMING EXISTING TILT -UP PANEL - SHELL CONSTRUCTION R -II BATT INSUL. W./ VAPOR BARRIER 5/6" TYPE 'X' GAB. 25 GAUGE 3 5/6" METAL STUD @I6" O.G. TENANT SPACE EXTEND TO ROOF FRAMING WALL TYPES TENANT SPACE TAPED, SMOOTH 4 READY FOR PAINT TAPED, TEXTURED 4 PAINTED W/ SEMI - GLOSS PAINT 46" HIGH PLASTIC LAMINATE WAINSCOT FIRE TAPED WALL/WSCT G. AT EXTERIOR DOORS ADD THE FOLLOWING: I EACH ATHER STRIPPING: HAGER 6°12SA V -64. I EACH DRIP GAP: HAGER 6105A -3FT. 1 EACH DOOR SWEEP: HAGER TT05A N -3FT. ROOM FINISH SCHEDULE 4 20 GAUGE 6 0 16" O.G. MTL. STUDS 3" SOUND BATT INSUL. -- 5/6" TYP 'X' G.W.B. ON BOTH SIDES EXTEND TO ROOF FRAMING EXISTING TILT -UP PANEL - SHELL CONSTRUCTION 2x4 SUSP. A.G.T. OPEN ABOVE CEILING 2x4 SUSP. A.G.T. WITH PLASTIC COATED TILES SEE SPEC. TAPED, SMOOTH 4 READY FOR PAINT SEE FINISH SCHEDULE FOR ALL FINISHES TENANT SPACE R -II BATT INSUL. W/ VAPOR BARRIER 5/6" TYPE 'X' 6.W.6. 7/6" HAT CHANNELS 16" O.G. HORIZONTAL 25 GAUGE 2 I /2" METAL STUD 0I6" O.G. FRAMING PER SHELL PERMIT DRAWINGS (TENANT SPACE EXTEND TO ROOF FRAMING • F W C SCALY: 5•8I' - O" DEMISING WALL NEOPRENE GASKET 1/2" X I" X FULL STOREFRONT WALL HEIGHT ANOD. ALUM. CLOSURE CHANNEL TO CEILING TO MATCH STOREFRONT OF WALL 4 MULLION VERTICAL STOREFRONT CLOSURE BLOCK BETYEEN MULLIONS ALUM. STOREFRONT (TYP,) SCALD 1I/2 -0' WALL SECTION SCALE: 1/2 "81' -0" 5/6" TYPE 'X' 61‘1B. - FIRE TAPED, SANDED, TEXTURE-LESS, PAINT READY SOUND BATT INSULATION BY TENANT COLUMN DETAIL @ DEMISING WALL BY TENANT EXISTING SLAB DEMISING WALL @ MULLION ALL SECTION SCALE: I/2'81' -0' COLUMN DETAIL @ DEMISING WALL SCALE: 3's1: -0' EXISTING STROEEFRONT Estiv._,././. BY TENANT CAULK 4 ROD GWS CORNER EXISTING SLAB EXISTING CONCRETE TILT-UP PANEL 5/6" TYPE 'X' GAB. - FIRE TAPED, SANDED, TEXTURE -LESS, PAINT READY SOUND BATT INSULATION BY TENANT 8 " MTL. STUDS FURRING 61.13 CORNER BEAD DEMISING WALL •STOREFRONT 20 GAUGE 6" MTL. STUDS ® 16" O.G. CAULK SOUND BATT INSUL. BY TENENT 5/6" TYPE 'X' G.W.B. ON 50TH SIDES GGALE: S•81' -0' ■ EXTEND WALLS TO 6" ABOVE FINISHED CLG. AND BRACE 200 AMP ELEC. PANEL INT. DOOR JAMB @ MTL. STUDS WIG PROPERTIES ( 1,041 sf ) 148 ICI A'-0 1/4" UN I S'RE*Ri9M I \> \ // // 148A 5. B I ' — S" T'HOLL° INSTA -HOT MTL. SINK C OD COIAPLIP APPSO Otv DIA ION 'Fq)1 RECEIVED OCT 18 2007 PERMIT CENT& cl� �'► alms \ 2007 LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING'S' SUITE 148 17100 SOUTHCENTER PARKWAY TU KWI LA, WA REGISTRATION 6395 H "T . VIN8ERG JR . ,STATE OF WASHINGTO FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRNE SUITE 300 IORKLAND, WA 98033 P:425.827.2100 F:425.8284899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: FLOOR PLAN, WALL SECTION, DETAILS, SCHEDULES SHEET • REGISTER P IT €' 21 LH 09/11/07 A07 -517 09/12/07 - 11:16am A07- 517_BLDG 5_A30_148.dwg A3.0 soommecommuuncom Copyright 2007 Freiheit & Ho Architects, Inc., P.S. M.E.P. SCHEMATIC SCOPE OF WORK MECHANICAL / HVAC SI7.E OF H.V .A.C. UNIT(S): (I) ONE TON COOLING PER 250 SF OF SPACE. LANDLORD WILL COORDINATE THEIR HVAC UNIT SPECIFICATIONS SO THAT THESE UNITS CAN REASONABLY ACCOMMODATE THE TENANT DESIGN CRITERIA, OR ALTERNATELY, 50 THAT TENANT CAN ADJlJST THEIR DESIGN FOR THE UNITS BEING PROVIDED ( SUBJECT TO THE ABOVE LISTED CRITERIA). THE LANDLORD IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIRING OR REPLACING A DAMAGED COMPRESSOR AND FAN MOTOR WITHIN THE FIRST SIX MONTHS OF TENANT'S STORE OPENING. ALL HVAC. UNITS SHALL HAVE AN ECONOMIZER OPTION INSTALLED. LANDLORD I5 RESPONSIBLE FOR INITIAL HVAC UNIT START -UP OF ALL EQUIPMENT PROVIDED BY LANDLORD. NO OTHER TENANT'S MECHANICAL SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF THE MAIN FEED TO ADJACENT TENANTS IN THE CASE OF DISTRIBUTED SYSTEMS. GAS IF APPLICABLE, INSTALL GAS METER AND SERVICE TO WATER HEATER, ROOF TOP UNITS, FURNACES OR AIR HANDLING UNITS. STUB APPROPRIATELY SIZED GAS LINE TO ROOF, AT EQUIPMENT AREA ABOVE TENANTS SUITE. SUPPLIED GAS LINE SHALL BE PRESSURE TESTED AND CAPABLE OF MEETING MINIMUM LEAK/LOSS REQUIREMENT. -- PLUMBING ALL PLUMBING SYSTEM FOR THE RESTROOM(5) TO BE INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL PLUMBING CODES. IF PROVIDED BY LANDLORD, HOT WATER DELIVERY SHALL COMPLY WITH ADA AND MEET TIME REQUIREMENTS FOR DELIVERY TO FAUCET. MIN. I" WATER LINE SHALL BE STUBBED INTO THE OVERHEAD AT REAR OF TENANTS SPACE TERMINATED WITH A ALL VALVE. LANDLORD SHALL PROVIDE 5 BLOCK OUT IN THE SLAB NEAR THE REAR OF NEW SPACE IN WHICH TO ACCESS LANDLORD PROVIDED 4" WASTE LINE (WHEN NO RESTROOMS ARE PROVIDED). NO OTHER TENANT'S PLUMBING SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF AN UNINTERRUPTED MAIN BRANCH LINE TO FEED ADJACENT TENANTS. ELECTRICAL MINIMUM SERVICE REQUIRED ONE DEDICATED 200 -AMP PANEL MIN I20 /205V (5 PHASE). 200 AMP SERVICE PROVIDE 42 CIRCUIT ELECTRICAL PANEL WITH MAIN DISCONNECT BREAKERS AND BOLT ON BREAKERS COMMERCIAL GRADE MOUNTED ON REAR WALL OF TENANT SPACE. PREFERRED ONE 200 -AMP 120/205 PANEL. ONLY TENANTS ELECTRICAL SYSTEM WILL SE FED FROM THEIR ELECTRICAL PANEL. NO OTHER TENANT'S ELECTRICAL SHALL RUN THROUGH TENANTS SPACE WITH THE EXCEPTION OF THE MAIN FEED ( IN CONDUIT) TO ADJACENT TENANTS. PROVIDE 2 LAY IN DEEP PARABOLIC LIGHT FIXTURES (I) PER /0 SQUARE FEET. ONE (I) MOUNTED BATTERY BACK UP EMERGENCY EXIT SIGN AT EACH POINT OF EGRESS. WALL OR CEILING MOUNTED RESTROOM LIGHTING. POWER TO RESTROOM EXHAUST FAN. ONE (I) WALL MOUNT CONVENIENCE G.F.I. OUTLET AT RESTROOM SINK. ONE (I) CONVENIENCE OUTLET FOR EACH 15 L.F. OF SALES AREA WALL. PHONE MINIMUM 25 PAIR CAPACITY AVAILABLE TO TENANT AT THE BUILDING MPOE ( MINIMUM POINT OF ENTRY) DEDICATED FOR TENANTS SOLE AND EXCLUSIVE USE. PROVIDE ONE 2" DIAMETER CONDUIT WITH PULL STRING FROM BUILDING MPOE STUBBED TO THE OVERHEAD OF TENANTS SUITE. (CONDUIT MUST BE GROUNDED). FIRE SPRINKLER LANDLORD SHALL PROVIDE A FIRE - SPRINKLER SYSTEM THROUGHOUT THE PREMISES ON AN OPEN FLOOR BASIS, WITH HEADS TURNED UP IN SPACES WITHOUT CEILINGS AND FULLY DISTRIBUTED SEMI RECESSED HEADS IN SPACES WHERE A CEILING HAS BEEN INSTALLED. SPRINKLER TO BE DISTRIBUTED PER NATIONAL AND LOCAL CODES. A FIRE SPRINKLER PROTECTION SYSTEM INCLUDING FULLY DISTRIBUTED SEMI RECESSED CHROME HEADS. SPRINKLERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL NATIONAL AND LOCAL FIRE PROTECTION CODES. MONITORING AND ALARMS SHALL BE BY LANDLORD. FIRE ALARM LANDLORD SHALL PROVIDE A MASTER FIRE LIFE SAFETY SYSTEM TO MEET MINIMUM CODE REQUIREMENTS FOR STANDARD UNOCCUPIED SHELL BUILDING. A- SMOKE;t-IRE MONITORING SYSTEM, IF PRESENT, MUST EE INSTALLED IN AGG."RDADANCSE WITH THE LOCAL FIRE PROTECTION CODE AND kiMT ADA REQUIREMENT. MONITORING AND ALARMS SHALL BE BY LANDLORD. $ LIGHT SWITCH 120V DUPLEX OUTLET MTL. MIN. + 12" A.F.F. (1YF) CIRCUIT 7 PANEL _■ ••■..:Iri': =. •r i14 a ....EINErEEn WM..=— . —_. Di Of TL -WING Di , 200 AMP ELEC. PANEL ILI I l11 , ?.W TENANT TO CONNECT TO EXISTING 4" SANITARY GREASE LINE ELECTRICAL SERVICE CONDUIT TENANT TO CONNECT TO EXISTING PHONE LINE 2" COLD WATER LINE AT UNDERSIDE OF ROOF - STUB DOWN W/ SMUT -OFF VALVE 4 SUB METER FOR TENANTS CONNECTION - SE TI PLAN T MTL. R EWED F- OR CODE COMPLIANCE APPROVE OCT A 20i City Of Tukwila B •1LDIN' : DI' SI�.� 2U1 TON -2.Z3 RECEIVED OCT 18 2007 PERMIT CENTER tiTy SEP CEIV 0 F "'VILA 2007 i, aN LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE REVISIONS BUILDING 'S' SUITE 148 17100 SOUTHCENTER PARKWAY TUKWILA, WA 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES REGISTRATION REGISTERF Rf ITF BERT W. VINBERG JR. STATE OF WASHING-ft)'.° 63 5 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: M.E.P.PLAN FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IORKLAND, WA 98033 P:425.827.2100 F:425.828.6899 JZ /LH 09/11/07 A07 -517 09/13/07 - 2 :55pm A07- 517_BLDG S A31_148.dwg A3.1 SHEET iiimommismosionimar Copyright 2007 Preiheit & Ho Architects, Inc., P.S. GENERAL NOTE • MINIMUM 2" WALL MOULDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND GROSS TEES MUST BE TIED TOTNER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRE. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER 1,000 S.F. MUST HAVE HORIZONTAL RESTRAINT WIRE OR RI610 BRACING. • CEILING AREAS OVER 2500 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. SUSPENDED CEILINGS ARE TO COMPLY WITH THE FOLLOWING CODE AND REGULATIONS: A. 2006 INTERNATIONAL BUILDING CODE (IBC.) SECTIONS 603.9 5. A T SOCIETY FOR TESTING AND MATERIALS) G. CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4. (REFERENCED IN ASGE -1 SECTION 4 1..6.2.6.2.2. ITEM A)- (GISGA IS AN ACRONYM FOR CEILINGS $ INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: INHERE, IN ANY CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE 15 A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. SUSPENDED CEILING DETAILS SCAM NOT TO WALE SUSPENDED CEILING DETAILS WIRE ASCE-7 SECTION 9.6.2.6.2.2. ITEM B. - ENSTONsSTE DETAILS: GRID C0 UNATTACHED WALL MIN. 3/4" AT ) L UN— ATTACHED 1 WALLS, TYP. - c 2" MIN. MAIN BEAM / CROSS TEES COMPRESSION POST ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. SUSPENSION SYSTEM DETAILS: GRID ® ATTACHED WALL CROSS TEE 45' MAX. 45' MAX. ANGLE MOULDING C.I.S.C.A. DESIGN PARAMETERS INSTALLATION REQUIREMENTS 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 —STEEL STUD COMPRESSION POST #12 HANGER WIRE 45' MAX. 45' MAX. SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST COMPRESSION POST SUSPENSION SYSTEM DETAILS: COMPRESSION POST MAIN BEAM 0 4 4" 3/4" MINIMUM 6" 3/4" MINIMUM. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C. 635 * ASTM C. 636. A. ONLY A HEAVY -DUTY T-BAR GRID SYSTEM SHALL. BE USED. (ASGE -7 SECTION 4.62.622 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 5/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. (ASCE -7 SECTION 4.6.2.62.2 ITEM 5) G. FOR CEILING AREAS EXCEEDING I p00 S.F., 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 LMT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN I/4" FOR LOADS PRESCRIBED IN ASGE -7 SECTION 9.6.13. D. FOR CEILING AREAS EXCEEDING 2,S00 S.F., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEEDING 2,500 S.F.SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PROSCRIBED SEISMIC FORGES 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 5 AND HORIZONTAL RESTRAINTS OR BRAt IN ACCORDANCE WITH ITEM C. 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 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACGOMODATE I" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. G. GABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUS.JECT TO THE SPECIAL INSPECTIONS REQUIREMENTS OF SECTION A. OF 93.3. OF THE ASCE -7 REGULATIONS. AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS TiiROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXABILITY OF ALL ELEMENTS INVOLVED, INCLUDING: CEILING SYSTEMS, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APFUTENANGES. THE DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PRFESSIONAL. EXPANSION JOINT BY OTHERS POP —RIVET THIS SIDE 6" FACIA MOLDING CHANNEL MOLDING SCREW ATTACH THIS SIC 8" AXIOM PROFILED TRIM SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS HANGER WIRE CROSS TEE ONLY E a122■1=1 2" AXIOM PROFILED TRIM LEGEND NOTE: SEE ELECTRICAL DRAWINGS FOR LIGHTING DESIGN, FIRE DETECTION SYSTEMS AND EXIT LIGHTING. 5/5" TYP'X' G.W.B. GEILIN6 AT INDICATED HEIGHT. 1 SUSPENDED ACOUSTICAL CEILING AT HEIGHT INDICATED 2'X4' LAY -IN LIGHT FIXTURE W/ OPEN LENSE 2'X4' LAY -IN NIGHT LIGHT FIXTURES W/ OPEN LENSE WALL -MTL. 24" W. FLUOR. STRIP LIGHT EXIT SIGN EMERGENCE LIGHT: 90 MIN. BACK -UP LIGHTING TYP. X l�Cl +E.M.L.1 - CEILING ELEVATION RESTROOM EXHAUST FAN OO FLUSH MTL. CHROME FIRE - SPRINKLER HEAD TYP. DUPLEX LIGHT SWITCH U.N.O. 5TE=EL CANOPY, SUE: ELEVATION =GALE: V4'11-O' REVI Er FOR C ODE �FV ilfD APP )A NO CM Of Tu' i1a IV.DIN DIVISION CO _:V WC C'.k. _ CO s. ACE A' °` I' OCT 2007 ity Of Tuk( i IL DING DI \/ a5i p&I 01 REFLECTED CEILING PLAN � RECEIVED OCT 18 2001 PERMIT CENTER OCT -. 2007 _ P' nlF CE 1TE LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE BUILDING'S' SUITE 148 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS limminamommagnimmasmammage PERMIT RESPONSE : 10.1.07 REGISTRATION Rimmummniaminswom T ERG R. TATE OF WASHIN ON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUrrE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: JZ/ LH 09/11/07 A07 -517 10/01/07 - 10:37am A07 -517 BLDG S_A32_148.dwg R.C.P. PLAN SHEET A3.2 EMMIIMEMOIMMEMMREENME Copyright 2007 Freiheit & Ho Architects, Inc., P.S. AL �T�T1Tp�T�T�T�T�T�T�T�T�T�T�T�T�T�T�T�Tp�T�T� TAT �T�TI s T �T. w TAL . .11111rIllip 11" u 5� 11 11 11 11 yliEr=a7. aill1111 �i�n�•i NI'V �Tj A4 Q 2 X 4 A.G.T. GRAB BARS WA TER CLOSET' RECEPTACLE NALL MOUNTED LAVATORY /W ADA COMPLIANT PIPE WRAP 24" X 56" • MIRROR 24" I^ FLU• LIGHT SWITCH GRAB BARS TOILET PAPER DI5 WATER CLOSET ■ 11C-ref-i. --=1•1 71016111 I l , 3 - 6 " 4' -6" 1 REGIS i gR 1TEC I /// =En i . VIN ERG s ATE OF WASHINGT N MO eGN.Es 11•=1' -0' 9 4 ■ WIZ 1/2r"l - Or INT. WALL ELEVATION METAL DECK PER STRUCTURAL .-_ —¢ALVANI�D Qty T ' JRFA,GE...C.W„ FACTORY PRIMED ON UNDERSIDE SLOPE TO GUTTER, CAULK 4 SEAL ALL - JOINTS T.O. CANOPY • +101 -6" STOREFRONT R • 141 -6" EXTERIOR LIGHTING 'FIXTURE PER, SITE PLAN LIGHTING DRAWING T.O. STEEL +23' -IO" 46 STOREFRONT R.O. +I5' -10" EXTERRIOR LIGHTING FIXTURE PER SITE PLAN LIGHTING DRAWING — _ _ 7 ZIT +1E4∎ * ■ _ T ramormumwAmlwrwrwAmow. NTRUGTION \ / NZN 2X4 A.G.T SEE AS.2 FOR DETAILS 3' -0" CLR. 6" 22 GA. GALV. METAL STUD 24' O.G. 5 /8" TYPE 'X' G.W.B. 2X4 A.G.T SEE A52 FOR DETAILS GING AS REr P FURRING BY TENANT BY TENANT, TYP. TYPICAL TILT -UP NALL STOREFRONT R.O. +I6' -I0 I /2" INTERMEDIATE MULLION CONCRETE PAVING PER PLAN T.O. SLAB g : t I ( 3 L 61( 1 i 4" DI/N. MIN PERFORATED FOOTING-- ;---' �._ 1€ i,--1 s-; t r i ; ! a 1 DRAIN $ FREE DRAINING FILL PER '' . '" GEOTEGH. REPORT WALL SECTIONS SCALE; 3/4'=1' -O' I S — 1 r l 1 [ t 4 [ s I� r 1 � I _ t • - _ 7 1 ; 1 Ii= E P . � E ; ---- 7 1 2' -0" MIN. F CO. TRUGT R -I0 PERIMETER RIGID INSULATION, TYP. TYPICAL FLOOR CONSTRUCTION S3 i ,I .�. f r 1=i I 1 1 � - 2 tT j. € s i. a s I ! ,� Z 1- -- i 11mo1111um11111i�i� - 1 11111111111! :II IIEIIi! •_I liiiiiii�...� u iii M._..... EXPOSED EJIL- DiNe- ONTAG±-._ ---- - . CORNICE, TYP. METAL COPING, TYP. TILT -UP CONCRETE PANEL PREFERRED SIGN AREA FM SIGN PLACEMENT BY TENANT STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. CANOPY ROOD + PLATE, TYP. STEEL CANOPY, TYP. EXTERIOR LIGHT FIXTUREf TYP. ERICK VENEER, TYP. BRICK VENEER - ACCENT, TYP. IQ'-0 1/4" TENANT SPACE REVIEWED F O CODE COMPLIANCE A PPROVED City Of Tutcycla BUILDING DM •ION Cf ovsgta 5 3 1 0 ° EXISTING NORTH ELEVATION RECEIVED OCT 18 2007 PERMIT CENTS & 2007 1 I EP_ '1 ' CENTEG LANDLORD WORK WIG PROPERTIES SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'S' SUITE 148 PERMIT RESPONSE : 10.1 A7 5395 REGISTRATION FREIHEIT ARCHITECTS, 1 10230 NE POINTS DRIVE SUITE 300 P:425.827.2100 DRAWN BY: LCH DATE: 09/11/07 PROJECT NO.: A07 -517 PRINT DATE: 10/01/07 - 9:17am DRAWING NAME: A07- 517_BLDG S_A40_148.dwc EXTERIOR ELEVATION & WALL SECTION & HO NC , P.S KIRKLAND, WA 98033 F:425.828.6899 SHEET A4.0 Copyright 2007 Freiheit & Ho Architects, Inc., P.S.