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Permit PG07-233 - VERIZON
VERIZON 17100 SOUTHCENTER PY SUITE 116 PGO7-233 Parcel No.: 2623049081 Address: Suite No: Cityf Tukwila Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contractor: Name: BATHROOM INC, THE Address: 1439 KAISER RD SW , OLYMPIA WA Contractor License No: BATHRI *042JA 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 17100 SOUTHCENTER PY TUKW Contact Person: Name: GEORGE FEARS Address: 17200 SOUTHCENTER PY , TUKWILA WA PLUMBING /GAS PIPING PERMIT Tenant: Name: VERIZON Address: 17100 SOUTHCENTER PY SUITE 116 , TUKWILA WA DESCRIPTION OF WORK: ROUGH -IN AND FINISH PLUMBING FOR (2) ADA RESTROOMS AND (1) SERVICE SINK Value of Plumbing /Gas Piping: Fees Collected: Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 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 doc: UPC - 10/06 $12,000.00 $160.00 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 -233 09/10/2007 03/08/2008 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 chain (inside bldg) 0 Water heater and/or vent 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 2 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 Piping 0 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 PG07 -233 Printed: 09 -10 -2007 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance • ork. I : auth • rized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: doc: UPC -10/06 City o` '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 (A)A, t4" Permit Number: PG07 -233 Issue Date: 09/10/2007 Permit Expires On: 03/08/2008 Date: 9 - 01 Date: Q 6 ` '02 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. PG07 -233 Printed: 09 -10 -2007 Parcel No.: 2623049081 Address: Suite No: Tenant: VERIZON 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 17100 SOUTHCENTER PY TUKW 1: ** *PLUMBING AND GAS PIPING * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PGO7 -233 ISSUED 09/05/2007 09/10/2007 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 -233 Printed: 09 -10 -2007 Print Name: 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. doc: Cond -10/06 Signature: /` Date: A2 — 7 PG07 -233 Printed: 09 -10 -2007 CITY OF TUKWIldk Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us ��v ���// King Co A ssessor's Tax No.: 25423° II Y "ie Site Address: i WOO Stw'i�j C „ Suite Number: 11 Floor: New Tenant: 172(.... Yes 0 ..No Tenant Name: 1J€.N' ,S o-n Property Owners Name: 4,0 t o, FoaV'TieS LAC' '-ss' Mailing Address: / /! 1'39 ll CONTACT PERSON - Who do we contact when your permit is ready to be issued Mailing Address: 17 9-00 S..4 4.4‘..xt Name: E -Mail Address: PLUMBING / GAS PIPING CONTRACTOR INFORMATION Company Name: � �} - tvv'oo Pt Inc • Mailing Address: / 4 /3 q kg,/ e / 5- r / c: ' Contact Person: (� JWCk Lo.1 ror E - Mail Address: p Contractor Registration Number: Si5 R1 /A •ft Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Y�1�et ' R /0a3G MI . A D su. /.e 30r Q:\Appliations\Porms- Applications On Line \3 -2006 - Plumbing -Gas Piping Permit Appliation.doe Revised: 4-2006 bh PIumbing/Gas Project No. Permit No. t'(o F01 / (For office use only 7 -.. PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted througlytl a mail or by fax. * *Please Print ** Se /levee Gauuk State City Day Telephone: 360 - 7c J / 2/ 6 City State Zip Fax Number: ad6 9 x006' Zap State Zip Day Telephone: , 360 - f/6L-1/ Fax Number: 36 gI6 7 G yS Expiration Date: 0.y -- /o — c - ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record kivlclar,� Net. `18'033 City State Zip Day Telephone: P L/.'5 827 2,0 o Fax Number: ktzS 128 d - 7P ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip Page 1 of 2 Fixture Type: "" Qty . " Fixture Type: Qty" Fixture Type:. " Qty: Fixture Type: 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 '1 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z Water 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 Valuation of Project (contractor's bid price): $ 1 � , 0 Scope of Work (please provide detailed information): taD D lie S efi-v Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Signature: Date Application Accepted: �1 -s -o7 D AGENT: Q:\ApplicationsWorms- Applications On LineG -2006 - Plumbing -Gas Piping Permi Application.doc Revised: 4 -2006 bh j� ® r- i ni 3 , i 45 5 i 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 OWN�R�LT�'H Date: 9 Print Name: eke.- x Day Telephone:3OO 8d (�G`T� Mailing Address: !/ City State Date Application Expires: 3 -s -Gg Staff Initials: Zip Page 2 of 2 1 Parcel No.: 2623049081 Permit Number: PG07 -233 Address: 17100 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/05/2007 Applicant: VERIZON Issue Date: Receipt No.: R07 -01888 Initials: WER Payment Date: 09/05/2007 02:15 PM User ID: 1655 Balance: $0.00 Payee: THE BATHROOM INC TRANSACTION LIST: Type Method Description Payment Check 16703 160.00 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 Amount Account Code Current Pmts 000/345.830 32.00 000/322.100 128.00 Total: $160.00 Payment Amount: $ 160.00 24.6 09/05 9710 TOTAL 160.00 doc: Receiot -06 Printed: 09 -05 -2007 ProjeFt:z. .6 Type of Inspection: j Address: ,,, / 7/06 .50 Date Called: Special Instructions: Date Wad: / /2 / 2/e2 PAIL Requester: Phone No: O - 26b - 2 W& CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 r eceipt No.: INSPECTION RECORD Retain a copy with permit !Date: T 2 -235 PERMIT NO. (206)431-36 0 COMMEN P4,0 ni OerA.1 p 2eve, /tr 8.00 INSPECTION FEE REQUIRED. P ' r to inspection. fee must be 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ta, Approved per applicable codes. E1 Corrections required prior to approval. F. ProjecS: - Type of Inspectipn: ,. Add e ss: / 5 /') 6 5rv/% ,� ✓, to Called: Special Instructions: , _ Date Wanted: / 0 — 3 — �, 6 — 7 �= Requester: Phone No: 66 -2 0v " 2 `/ /g e P66-23 d INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ia 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: /J4'" c`d 1)7 11.// /n-r , 5-•"7 f.1 c 5.4;_, el 'Inspector: I $58.00 F}EffiSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date: t,a: -- .re . +c';_�. =•_.riss's:.. Project: �� Type of I ln! n: T Address: 111/1)14/01-i 7100 to Called: / Special Instructions: • Date Wed: Requester: Phone No: 3, (_ 7a (-/7//--) 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- pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspe [Receipt No.: 14 r ate 5 8.00 REINSPECTIO4i FEE REQUIREp Prior to inspection, fee must be aid at 6300 Southcerter Blvd., Suit 100. Call the schedule reinspection. 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 2.... if Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 / 3 Sink, wash fountain, circle spray 4 3 Urinal, flush vaive, 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 .2.. a 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 ?/DD 50 ,14 P0.L Z reef Address State oe Pr rry `' Address ✓AW City ZIP y � �J� Owne •Name Subdivision Name Subdiv. # Building Name .55 reet2A. (it applicable) Lot # Block # ( ) Owner's Phone Number (with Area Code) ( opert� Phone Number (with Area Code) Owner's Mailing Address Prcpe}r(-e_, LAC - S 5 � 13i P1. / i"'t/ e 9 6 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 .95 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 11/05) '-?6o1-z33 RCE King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # 2 GC/ rdiJ Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? 0 Yes 0 No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Fa /Process: Real 5 r 4 e$ Estimated W stewater Discharge: 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 fob j RCE Date Gallons /days '53 RCE SEP — 5 2007 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 corn cte dat1 or d etermination of a revised capacity charge. c y r �� l1: n�1 g�J ^� / l White - King County Yellow - Loc I Sewer Agency Pink - Sewer Customer •�n�.' PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG07 -233 DATE: 09 -05 -07 PROJECT NAME: VERIZON SITE ADDRESS: 17100 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buildidg Division Publi W r s 4 _ 1161 E Fire Prevention Structural Planning Division ❑ Permit Coordinator Comments: TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -06 -07 Complete Incomplete ❑ Not Applicable ❑ 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 Documents/routing slip.doc 2 -28-02 Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10 -04 -07 Not Approved (attach comments) n DATE: 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 a.° 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 *0421A 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 09/10/2007 LANDLORD WORK VERIZON WIRELESS 17100 SOUTHCENTER PARKWAY SUITE 116 SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON B Han review c:7rcval is subject to errors and omission& Approval of ccnztr:cbcn cz7.uments does not authorize the violation c; c r 7 , - ; ccc� cr ordi r% C• Receipt Of approved 1 j Cam; c = - - i3 cckno► iviedgedg 9 City of Tukwila WILDING DIYLSION SEPARATE PERMIT REQUIRED Mit f:elicEd gl ignbing s PIPIng City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the of scope of work without prior approval Tukwila Building Division. d Ruwill d � i a plan view fees. �maymd LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGEE REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K R1 AND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET XXX XXXQXX A07 -407 08/20/07 - 5:33pm A07- 407_BLDG N_A01_116.dwg almomomo SHEET A0.1 castwommassmomagas Copyright 2007 Freiheit & Ho Architects, Inc., P.S. Ti VICINI Y MAP L IND X : ,,,, ARCHITECTURAL VERIZON WIRELESS TENANT DRAWINGS FOR REFERENCE ,,,.,„,,. ................................ ............................... S ITE "TENANT DRAWINGS TO BE SUBMITTED SY TENANT I : .................::: ............,.,............ : : :: ? > :' :: BLVD A -O G I OVER I H CCT A -2.0 REFERENCE SITE PLAN UNDER SEPARATE COVER PERMIT" A -3.0 FLOOR PLAN / DETAILS / SCHEDULES A -3.1 M.E.P. PLAN A -32 R.G.P. PLAN A -4.0 EXTERIOR ELEVATIONS $ WALL SECTIONS E 5 1{ _I 110TH ST L 1 v Nz i �l�L BL V U - = PROJEC DA A i -5 PROPOSEIr LOCATION: 11100 SOUTHCENTER PARKWAY, TUKWILA, W,4SI- IINGTON ZONING: TUKWILA URBAN CENTER (TUG) OCCUPANCY: M, (MERCANTILE) NUMBER OF STORI 1- - � q � - CD� r6oE COL. � - NL CON STRUCTION TYPE: TYPE V -B, FULLY SPRINKLEREE7 og E TENANT SQUARE FOOTAGE: MICA h 111 SUITE 116 3,408 S.P. ' "' . , BUILDING SQUARE FOtOTAGE : ���� � 1 r BUILDING 'N' 43,165 S.P. l �� � S ON RI t1LDI C---� AGGESSORS PARCEL NUMBERS 262304 2623040081 26230401 11 PESGRIPTION OF WORK: CONSTRUCT NEW DEMISING WALL FOR TENANT. to > ci z S • 5 51TE w 0 0 ST Y ill _ - = c.51 180TH GEN - -- ALL SUB - CONTRACTORS MUST BE WORKING FROM A FULL SET OF DOCUMENTS. ALL 5- CONTRACTORS TO VERIFY ALL DIMENSIONS FOR TFEIR SCOPE OF WORK. IN EVENTS OF CONFLICTS OR CHANGES BETY'�N SE-CONTRACTORS 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 CONSTRICTION SHALL CONFORM TO THE 2003 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. 114 THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR R. DATUM EQUALS (100' -0 "1. REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL 5ITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINE5 U.N.O. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREA 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 5111-5 4 THE GROUND SHALL BE REMOVED. ALL HORIZONTAL FIREELOCKING IN .L FRAME WALLS AT 10'-O" O.G. 4 WHE=RE FRAME WALLS PENETRATE CEILING. FIREBLOCK IN ACCORDANCE WITH I.B.G. SEC. 10822. BUILDINGS EQUIPPED THROUGHOUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH DRAE^'TSTOPPING IN FLOORS IS NOT REQUIRED IN B SECTION 403.3.1. (IBC 71733) DRAFT5TOPPING IN ATTICS 13 NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 403.3.1. (IBC, 111.43) PROVIDE A FLOOR OR LANDING NOT GREATER THAN I" BELOW THRESHOLD AT ALL DOORWAYS. PROVIDE BLDG. ADDRESS PER OWNERS BUILDING STANDARDS. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE U5E OF A KEY OR SPECIAL KNOWLEDGE OR SPORT. IBC 100818.1 HARDWARE. DOOR HANDLES, ULLS LATCHES, LOCKS AND OTFER OPERATING DEVICES ON DOORS REQUIRED TO BE ACGE55IBLE BY CHAPTER II SHALL NOT REQUIRED RIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 1008.1.83 LOCKS AND LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WFfEP.E ANY OF THE FOLLOWING EXISTS: 2. IN BUILDINGS 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 15 READILY DISTINGUISHABLE AS LOCKED, 22 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 SPACE) OR MORE SHALL HAVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE -HOUR CONSTRUCTION). ( 1.13.0. 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. (15.0. SECTION 10142.1) EXCEPTION 2 - WHERE A BUILDING 15 EQUIPPED BUT WITH AN AUTOMATIC 5PRINKLER SYSTEM IN ACCORDANCE WITH 5EGTION 1033.1 OR 4033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LE55 THAN ONE -THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXPOSED INSULATION MATE=RIALS 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. (I.5.C. SECTION 803) ELE=CTRIC RESISTANCE HEAT IS NOT ALLOWED UNLESS THE WASHINGTON STATE NON- RESIDENTIAL ENE=RGY CODE COMPLIANCE FORM 15 REVISED LIMIT AIR LEAKAGE PER PLS.E.C. SECT. 1314. EN THE FLOOR AREA OF 'GROUP B OR GROUP M' OCCUPANCIES EXCEED MOO 5.F., TWO BARRIER FREE RESTROOMS WILL BE WHEN U REQUIRED. 21023.1 EXC. 2 WASHINGTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD EXCEEDS 50 THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. IBC 1008.12 DEAD END CORRIDOR IBC SECTION 1016.3 EXCEPTION 2: IN OCCUPANCIES 114 GROUPS B AND F WHERE THE BUILDING 15 EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 103.311, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET (15240 MM) BUILDING SECTION 0 I AND EQ. EQUAL O.G. ON CENTER. L ANGLE EQUIP. EQUIPMENT 0/ OVER t AT EXIST. EXISTING OPT. OPPOSITE CENTERLINE EXPO. EXPOSED DIAMETER OR EXT. EXTERIOR PL. PLATE ROUND F.O.I.C. FURNISHED BY OWNER PLYWD. PLYWOOD L PERPENDICULAR INSTALLED BY CONT'R. P.P. POWER POLE POUND OR NUMBER F.D. FLOOR DRAIN PLAM PLASTIC LAMINATE A.B. ANCHOR BOLT F.E. F IRE EXTING- AC0U5. ACOUSTICAL UISHER R. RADIUS OR RISER A,F.F. ABOVE FINISH FLR. F.H. FIRE HYDRANT R.P. ROOF DRAIN AGGR. AGGREGATE FIN. FINISH REC. RECOMMENDED ALUM. ALUMINUM FLASH. FLASHING REF. REFERENCE ANOD. ANODIZED FLR. FLOOR REINF. REINFORCED A AR FLUOR. FLUORESCENT REQ'P. REQUIRED ARC HH. . A ITEGUR AL FOUND. FOUNDATION RM. ROOM ASPH. ASPHALT FRM G. FRAMING PT. FOOT OR FEET 5. SOUTH BD, BOARD FTC. FOOTING S.G. SOLID GORE BLDG. BUILDING PURR. FURRING SGHED. SCHEDULE ELK. BLOCK GA. GAUGE 51-IT. SHEET BLK'G. BLOCKING GALV. GALVANIZED SHT'G. SHEATHING BM. BEAM b.C. GENERAL CONTRACTOR SIM. SIMILAR SOT. BOTTOM GL. GLASS SPEC. SPECIFICATIONS B.U.R. BUILT UP ROOF CND. GROUND 5Q. SQUARE GR. GRADE STD. STANDARD GAB. CABINET GP. GROUP STL. STEEL G .B. CATCH BASIN G.W.B. GYPSUM WALL STOP. STORAGE GEM. CEMENT BOARD 5TRUG. STRUCTURAL CH. CHANNEL GYP. GYPSUM SUSP. SUSPENDED G.J. CONTROL JOINT 5.4 V. STAIN AND VARNISH CLG. CEILING NPWR. HARDWARE SVC. SERVICE CLR. CLEAR HDGP. HANDICAP SYM. SYMMETRICAL G.O. GLEAN OUT HDWD. HARDWOOD 5/W SIDEWALK COL. COLUMN H.B. HOSE BIBB CONC. CONCRETE H.G. HOLLOW GORE T. TREAT CONN. CONNECTION H.M. HOLLOW METAL T.G. TOP OF CURB CONSTR. CONSTRUCTION HiQRIZ. HORIZONTAL TEL. TELEPHONE CONT. CONTINUOUS HR. HOUR T.4 G. TONGUE AND GROOVE C.T. CERAMIC TILE HT. HEIGHT THK. THICK GTR. CENTER T.D.P. TOP OF PLATE GTSK. COUNTER SUNK INST. INSTALLATION T.P. TOP OF PAVEMENT W INSUL, INSULATION T.W. TOP OF ALL DBL. DOUBLE INT. INTERIOR TYP. TYPICAL DEPT. DEPARTMENT PET. DETAIL LAM. LAMINATED U.B.G. UNIFORM BUILDING DIA. DIAMETER L. POUND CODE DIM. DIMENSION LOG. LOCATION UNF. UNFINISHED DN. DOWN U.O.N. UNLE=SS OTHERWISE DR. DOOR MATL. MATERIAL NOTED D.S. DOWNSPOUT MAX. MAXIMUM DWG. DRAWING MFR. MANUFACTURER VERT. VERTICAL M.H. MANHOLE E. EAST MECH. MECHANICAL W. WCST EA. EACH MIN. MINIMUM W/ WITH E.I.F.S. EXTERIOR INSULATION MISC. MISCELLANEOUS WD. WOOF FINISH SYSTEM rim,. MOUNTED WOW. WINDOW E.J. EXPANSION JOINT MTL. METAL W/0 WITHOUT EL. ELEVATION W.P. WATERPROOF ELEC. ELECTRICAL N. NORTH W.R. WATER RESISTANT ELEV. ELEVATOR N.I.G. NOT IN CONTRACT WSCT. WAINSCOT ENCL. ENCLOSURE NO. NUMBER WT. WEIGHT E.P. ELECTRICAL PANEL N.T.S. NOT TO SCALD* LEGAL DESCR1P 110N © SECTION IDENTIFICATION NORTH ARROW VP DESCRIPTION: PARCEL A: THAT PROTION OF THE NORTHWEST QUARTER OF THE SOUTH EAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTH WEST QUARTER OF SECTION 26, TOWNSHIP 25 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; HEN THENCE NORTH 88 °03'42° WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1418.68 FEET TO THE VEST LINE OF THE EAST 651.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH Oi °41'21" WEST ALONG 5AID WEST LINE A DISTANCE OF 658.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 81 °555'02° WEST ALONG SAID SOUTH LINE, 66656 EST TO THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH OI °12'25" EAST ALONG SAID WEST LINE, 661.03 FEET; THENCE SOUTH 88 °00'36" EAST 61350 FEET TO THE POINT OF BEGINNING; EXCEPT TH T THAT PORTION CONVEYED TO E CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING NO. 4408240323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED A5 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 5AID SOUTHEAST QUARTER, A DISTANCE OF 2678.8 MET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH OI °12'25" NEST ALONG SAID EAST LINE 65724 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING 50U114 01 92'25' WEST 661.03 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE 50UTHWEST QUARTER; THENCE NORTH 81 ° 55'53" WEST ALONG SAID SOUTH LINE, 18528 FEET; THENCE NORTH 01°S8'2"1" EAST 341.15 FEET; THENCE NORM 81 °55'53" WEST 48 FEET; THENCE SOUTH O2 °04'0'1" WEST 10 MET; THENCE NORTH 81 °55'53' WEST 311.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEET; 'THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 40 ° 55'31 ", AN ARC DISTANCE OF 31.61 FEET; THENCE NORTH 01 °08'35" EAST TO A POINT NORM 88 °00'36" WEST FROM THE TURF POINT OF BEGINNING; THENCE STOUTH 88 °00'36" EAST TO TIE TRUE POINT OF 13EGINNI6; EXCEPT SAT PORTION CONVEYED TO TFE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 4 1408210323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNT' OF KING, STATE OF WASHINGTON. PARCEL G: THAT PORTION OF THE NORTHEAST QUARTER OF THE 50UT ET 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; T ENCE NORTH 88 °05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 261.68 FEET TO THE EAST LINE: OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01 °12'25" VEST ALONG SAID EAST LINE 1518.32 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 87 °55'53" WEST ALONG END SOUTH LINE, 15528 FEET TO THE 'TRUE POINT OF BEGINNING 'HENCE CONTUNUING NORTH 87 °55'53" NEST 431.12 FEET TO THE EAST RIGHT -OF -WAY LINE OF SOUTHCENTER PARKWAY; THENCE NORTH 0I °08'35" EAST 31454 FEET ALONG SAID EAST RIGHT -OF KAY LINE TO A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 25 FEE; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10 °55'31 ", AN ARC DISTANCE OF 34.61 FEET; RECEIVED THENCE SOUTH 81 °5553° EA5T 371.43 FEET; SEP -- 5 2007 THENCE NORTH 02 °04'01" E=AST 10 FEET; VENCE SOUTH 87 °55'55 EAST 48 FEET; 21 13 1= RMiT Cl NTEE =� THENCE SOUTH 01 58 27 WEST 344.15 MET TO THE TRUE POINT OF BEGINNING; < LOCATED ON SHEET... WALL SECTION ��" SECTION IDENTIFICATION ELEVATION MARKER C LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION 1 .O FINISH GRADE ELEVATION <_ TOP OF CURS C LOCATED ON ;i ICCT INTERIOR ELEVATION T .16.D TOP OF PAVEMENT Ti 5.5 C ELEVATION IDENTIFICATION A -7 LOCATED ON SI I=T ROOM SYMBOL CENTER LINE ROOM NAME OFFICE . .- ROOM NUMBER LINE 101 PROPERTY ROOM MATERIAL CODES IA2 let No FLOOR/BASE 2nd No WALLS/WAINSCOT Sr d No CEILING NEW CONTOUR q' .. o n CEILING HEIGHT 12 .RID MARKERS �- LETT ERS IN ONE DIRECTION EXISTING CONTOUR A I s NUMBERS IN THE OTHER _� DOOR SYMBOL REVISION CLOUD NUMBER --DOOR A DOOR MARK © IDENTIFYING NUMBER < WALL SYMBOL P1 WALL IDENTIFICATION WINDOW SYMBOL A IDENTIFICATION C WINDOW GRAY LINES REPRESENT EXISTING TO REMAIN MATCH LINE BLACK LINES REPRESENT NEW CONSTRUCTION PORTION 15 OWNER; ARCHITECT / PLANNER: WIG PROPERTIES L.L.G. 5•5 FREIHEIT 4 HO ARCHITECTS, INC., P.S. 4811 -134TH PLACE= SE 10230 NE POINTS DRIVE. SUITE 300 BELLL =VILE, WA 48006 KIRKLAND, WASHINGTON 4 18033 PH: (425) ?41-8540 FAX: (425) 865 -5648 PH: (425) 827 -2100 FAX: (425) 628-66 CONTACT: : MON : GAST.NET EMAIL: SVINBERG @FHOARGH.GOM CONTACT: N WIG IG CONTACT: SONNY VINB!RG SHADED THE SIDE CONSIDERED B LINES INDICATE EXISTING - 0 BE E REM EMOVED LANDLORD WORK VERIZON WIRELESS 17100 SOUTHCENTER PARKWAY SUITE 116 SOUTHCENTER SQUARE SOUTHCENTER PKWY. & MINKLER BLVD. TUKWILA, WASHINGTON B Han review c:7rcval is subject to errors and omission& Approval of ccnztr:cbcn cz7.uments does not authorize the violation c; c r 7 , - ; ccc� cr ordi r% C• Receipt Of approved 1 j Cam; c = - - i3 cckno► iviedgedg 9 City of Tukwila WILDING DIYLSION SEPARATE PERMIT REQUIRED Mit f:elicEd gl ignbing s PIPIng City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the of scope of work without prior approval Tukwila Building Division. d Ruwill d � i a plan view fees. �maymd LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGEE REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K R1 AND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: COVER SHEET XXX XXXQXX A07 -407 08/20/07 - 5:33pm A07- 407_BLDG N_A01_116.dwg almomomo SHEET A0.1 castwommassmomagas Copyright 2007 Freiheit & Ho Architects, Inc., P.S. HORTH RDAI ECU J litaMMIP INSTALLED FIBER V r ot tar t ia l l 26 T -0" 53 +00 h'-O" 1' -0" 24 S (46,611 S.F.) • 55 + m — 77 - 7 .- rnmmmmmmmm mmm m=mmmm mm .a�1►��11t� i I®r���' - a, ti��:'� ,� .. .. a^ . -- '2"liltCl!'�9sI1Lmmmmm.. • 108' -6" 108 -5 1/2" ..n .. P d rAe. { ' .,Y -0 a 9 Y a P F �_ .^^�iswr ' 9 -_�Tn -'- J ? d tr a r sn Y �• � a �� • • �� � ri : . , t4r -,w�-- ..�..� �rrs�ra7ieRLi� S'La�t 6"ri� t #Eta � id�it�l lily iii � li.. - y,< ,yoon�v .' - a ' 7 j � �� i r�'°�a�� ►©�.+�, '�" �e �„ra����r�eara. c+�:��i/ / ////1/ #a�SQ�1'r lLi7R, its. �J' �rT 'tt�R.�11�1�1L�1�t�P>8L'7�i�i �7 i �{�r tZ]�i:�iEdf >a rr�ir�r lea-On 1 1_ 0 6 mumummoli mow nom • MEEFZ _AME ca¢ 3 . 1 tre II 11 Ream — �I'. aabe OH LAN IMILL A iui star Err MIER � I�x IMF EOM I SUMO EP El ERIC , .I _ Fit MI 248 -2" 140' -0" PETCO (15,202 S.F.) STROM'S RACK (35,316 S.F.) STA 86 +57.90 EAST CITY INSTALLED gm! Ow III tie Rik HMI';~: MN N��IIIII 1 J L F II MP f CL INTERSECTION STA 501430 NORTH RoA STA 4 95,38 SOUTH0E 0 0 co AREA OF WORK WIG BOULEVARD :. x a, e i 1 .• s n a r c v v v d Y 9 n a vv G9 n •4 yn a!i t�a 2' a . ,..d v . 4 n Y x Y . T O e u a .a y e Y_e v. e a i x P� ^�r n r 4,A 5, y • ra•. �Y k x v , 0 a � a . `.'. - e ".. ... Y i r7'IEl 14Yi� ° 4 � t� � c � sR7 � 1E. � `�fir. 7 R iBi� Yr` 3�t�,1F�'�36YY� � °y ° - . + ° d suma '•J a Y`� c�v rRaa�tra lmaCw�wrrsR iw�t�+o�:a Cti�7 li�,llgtrt�lLiS�7Y,d9tilt �t��i�t�t��t$i .• •• ,•: ars+ ;' riot tQS:;s a �a r , .4E.Th s �'.'w � � �°i� � Mf _ C - 'T�CKitt9tlt ht�- -L7C.9t� • S \ • sa - a k �fY.o-.S WIG BOULEVARD � �� II�Q � . e e a .4o- F • �� a ,- - - - Ls1ir w _ : t• .. .. .n,F��.x �-. a :;-* - . - ? - - 3 ° f_ � g �• . i d > ' f_/, s� k R - d- ^� .RIaL.L7� �s UL M n a a,s .,•.: ��.� R � �4�Y •.,. " a i f • w � 4k a w �pt��� 2W�a��w w_. �b7$ /• �"� :+h -0:4:::.�fi __ T � v (.p ��3�. /r ``` /• • ����z.LR / /' +lr / v m tt .. o-'a - o o tr ti '°°∎%w, • 4. 11 E \QED FOR CODE �� M IA tYPP ,7,V,757 CM Of Tu BUILD NG DIVISION SITE PLAN STA 63 +34.92 NOR CVEE SEP - 5 2007 PERMIT CENTER LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE REVISIONS BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES 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: SITE PLAN JZ 06121/07 A07 -407 08/20107 - 5:33pm A07 -407 BLDG N A20_116.dwg SHEET A2.0 tesmonamilasamsozzo Copyright 2007 Freiheit & Ho Architects, Inc., P.S. DOOR SCHEDULE BSGHI DOOR NO. MARK MARK A 1 2 3 SIZE/THK PR V -O xT-0" 3I_O x7' -0" A B FLOOR/BASE SEALED CONCRETE SHEET VINYL 6" VINYL BASE CARPET ALUM H.M. A m 0 L:. ANOD PAINT TEMP VOW ae = 20 GAUGE 6° MTh. 5 @ 16" D.G. 3" SOUND BATT INSUL. 5/8" TYPE 'X' 611.9. ON BOTH SIDES EXTEND TO ROOF FRAMING (TENANT SPACE EXISTING TILT-UP PANEL - SHELL CONSTRUCTION R -II BATT INSUL. NV VAPOR BARRIER 5/8" TYPE 'X' G.W.B. 25 GAUGE 3 5/6 METAL STUD 4016° Q.G. ( TENANT SPACE I EXTEND TO ROOF FRAMING ALUM H.M. DOOR TYPES Q STOREFRONT DOOR NARROW STYLE INSUL. SAFETY GLASS ® EXTERIOR HOLLOW METAL DOOR REMARKS: 1. PROVIDE DECAL. SIGN WITH I" BLACK LETTERS READING: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS 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. DOOR HARDWARE DOOR HARDWARE: A. 2 SETS TOP, MIDDLE, BOTTOM PIVOT HINGES 1 MORTISE LOOK W/ THUMB TURN 3 -POINT 2 PUSH BAR I" TUBE (I 4§ SINGLE DOOR ) 2 SURFACE MID. CLOSER LGN * 4010WDF.L SERIES OR EQUAL I SET WEATHERSTRIPPING d` SWEEP I THRESHOLD B. REAR SINGLE DOOR / REAR DOUBLE DOORS: I -EACH EXIT ALARM: EXIT PANIC DEVICE WITH ALARM (VON DUPRIN GUARD X SERIES 2670) WITH ONE (I) ELECTRIC POWER TRANSFER (EPT) DEVICE (VON PUPRIN EPT-10) I- I /2PR. BUTT HINGES: HEAVY DULY BUTTS HAGER BB 12/AI 4.5X4.5, U 26D I -EACH CLOSER: LGN SMOOTHES 4040, ALUMINUM. I -EACH THRESHOLD: HAGAR 5205A V3FT. I -EACH VIEWER: TACO TA3310PG (MOUNT AT 5'-0" AFF) G. AT EXTERIOR DOORS ADD THE FOLLOWING: I EACH WEATHER- STRIPPING: HAGER 8 V -84. I EACH DRIP CAP: HAGER SIOSA -FT. I EACH DOOR SWEEP: RAISER 7705A N -3FT. ROOM FINISH SCHEDULE F WC WAU./WSCT TAPED, SMOOTH 4 READY FOR PAINT TAPED, TEXTURED 4 PAINTED W/ SE11 - GLOSS PAINT 48° HIGH PLASTIC. LAMINATE WAINSCOT FIRE TAPED WALL TYPES SEE FINISH SCHEDULE FOR ALL FINISHES ANOD PAINT a 1 DETAIL 2 3 4 J J IS FF = FACTORY FINISH S4V = STAIN *VARNISH 5.6.= SEMI -GLOSS MOD= FACTORY ANODIZED ALUMINUM REMARKS CEILING 2x4 SUSP. A.G.T. 2x4 SUSP. A.C.T. WITH PLASTIC COATED TILES SEE= SPEC. TAPED, SMOOTH 4 READY FOR PAINT OPEN ABOVE 20 GAUGE S MTL. STUDS 0 16" O.G. t. 3 SOUND BATT INSUL. 5/6° TYP 'X' G.W.B. ON BOTH SIDES EXTEND TO ROOF FRAMING, TENANT SPACE EXISTING TILT -UP PANEL - SHELL CONSTRUCTION e R -II BATT INSUL. W/ VAPOR BARRIER 5/8" TYPE 'X' 611B. 7/6" HAT GHL5 16" O.G. HORIZONTAL 25 GAUGE 2 I /2° METAL STUD @l6 O.G. FRAMING PER SHELL PERMIT DRAWINGS [TENANT SPACE EXTEND TO ROOF FRAMING SGA.E: 9'■I' •O" WALL SECTION 9GM.E: 1/3" =I'-0" 4. NEW 8° MTL STUD DEMISING WALL —EXISTING SLAB 5/8" TYPE 'X' GAB. - FIRE TAPED, SANDED, TEXTURE -LESS, PAINT READY SOUND BATT INSULATION VARIES o•, B.O. METAL DECKING I/2" MIL. STUDS AT TOP AND BOTTOM FLANGE IN/ 6WB. PROVIDE SLIP TRACK @ TOP OF WALL - FILL W/ SOUND INSULATION GM EDGE TRIM 6118 CORNER Bt COLUMN DETAIL @ DEMISING WALL .o SCAM SLAP-o' EXISTING STROREFRO / PROVIDE HORIZONTAL BRACING AS NEEDED FOR NEW DEMISING WALL PROVIDE SLIP TRACK TOPOFWALL - FILL PILL W/ SOUND INSULATION NEW 6" MTL STUD DEMISING WALL EXISTING SLAB WALL SECTION WALE I/2'2I 1 -0" SCALE: 5'a r-0' COLUMN DETAIL 2 1/2° MTL. STUDS 5/6° TYPE 'X' G.W.B. - FIRE TAPED, SANDIrD, TEXTURE -LF55, PAINT READY VARIES B.O. METAL DECKING EXISTING CONCRETE TILT -UP PANES. 5/4° . CONDUIT WITH PULL WIRES ■ a DEMISING WALL @STOREFRONT 6'-5 5 /S" 7 1/4° VERIZON ( 3,468 sf ) MEN ____ IIIIIII. f f, 4 1/4 E L __ F V r CODE REVIEWED 1 � p AUG - C) 2001 . CIS! Of Tukwila 1 . DUI- . DING . DIVISION r ri 1 r . L7U , 1nCu "'L •�r]�11�'.r is (.:1 ! "]!i mF 4. 4 / r _.J.._.. RE CEl E D SEP -- 5 2007 PERMIT CENTER LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE REVISIONS BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98093 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: FLOOR PLAN JZ/ LH 06/21/07 A07 -407 08/20/07 - 5:31 pm A07- 407, - BLDG N_A30_116.dwg SHEET A3.0 unsteismaximmessomma Copyright 2007 Freiheit & Ho Architects, Inc., P.S. •`r nl , . M.E.P. SCHEMATIC SCOPE OF WORK MECHANICAL / HVAC 51ZE OF H.VA.G. UNIT(5): (I) ONE TON COOLING PER 250 5F OF SPACE. VERIZON WIRELESS REQUIRES A MINIMUM OF (2) TW0 SEPARATE HVAC. ZONES. LANDLORD AND VERIZON WIRELESS WILL COORDINATE THEIR HVAC UNIT SPECIFICATIONS SO THAT TI CSC UNITS CAN REASONABLY ACCOMMODATE THE TENANT DESIGN CRITERIA, OR ALTERNATELY, 50 THAT TENANT CAN ADJUST THEIR DESIGN FOR THE UNITS BEING PROVIDED ( st.e EGT TO THE ABOVE LISTED CRITERIA). ME LANDLORD 15 RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIRING OR REPLACING A DAMAGED GOER AND FAN MOTOR WITHIN THE FIRST SIX MONTHS OF TENANT'S STORE OPENING. ALL HVAC. UNITS SHALL HAVE AN ECONOMIZER OPTION INSTALLED. LANDLORD 15 RESPONSIBLE FOR INITIAL HVAC UNIT START -UP OF ALL EQUIPMENT PROVIDED BY LANDLORD. NO OTHER TENANT'S MECHANICAL SHALL RUN THROUGH VERIZON WIRELESS' SWAGE 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 EGUIPMENT AREA ABOVE VERIZON WIRELESS' SUITE. SUPPLIED GAS LINE SHALL BE PRESSURE TESTED AND CAPABLE OF MEETING MINIMUM LEAK/LOSS REQUIREMENT. PLUMBING ALL PLUMBING SYSTEM FOR THE RESTROOM(S) TO BE INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL PLUMBING COPES. 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 TFh OVERHEAD AT REAR OF VERIZON WIRELESS' SPACE TERMINATED WITH A BALL VALVE. LANDLORD SHALL PROVIDE 5'X5' 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 VERIZON WIRELESS' SPACE WITH TFE EXCEPTION OF AN UNINTERRUPTED MAIN BRANCH LINE TO FEED ADJACENT TENANTS. ELECTRICAL MINIMUM SERVICE REQUIRED -FOR SPACES LARGER THAN 2p00 R.S.F. ONE DEDICATED 400 -AMP PANEL MIN 120/206V (5 PHASE). 400 AMP SERVICE PROVIDE 42 CIRCUIT ELECTRICAL PANEL WITH MAIN DISCONNECT SREAKER5 AND BOLT 014 BREAKERS COMMERCIAL GRADE MOUNTED ON REAR WALL OF VERIZON WIRELESS SPACE. PREFERRED ONE 400 -AMP 120/208 PANEL HOWEVER, TWO 200 AMP 42 CIRCUIT PANEL ARE ACCEPTABLE. ONLY VERIZON WIRELESS' ELECTRICAL SYSTEM WILL BE FED FROM THEIR ELECTRICAL PANEL. NO OTHER TENANT'S ELECTRICAL SHALL RUN THROUGH VERIZON WIRELESS' SPACE WITH THE EXCEPTION OF THE MAIN FEED ( IN CONDUIT) TO ADJACENT TENANTS. PROVIDE 2'X4' LAY IN DEEP PARABOLIC LIGHT FIXTURES (I) PER 10 SQUARE FEET. ONE (I) MOUNTED BATTERY BACK UP EMERGENCY EXIT SIGN AT EACH POINT OF E6RES5L WALL OR CEILING MOUNTED RESTROOM LIGHTING. POWER TO RESTROOM EXHAUST FAN. ONE (I) WALL MOUNT CONVENIENCE 6F.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 VERIZON WIRELESS AT THE BUILDING MPOE ( MINIMUM POINT OF ENTRY) DEDICATED FOR VERIZON WIRELESS' SOLE AND EXCLUSIVE USE. PROVIDE ONE 2 DIAMETER CONDUIT WITH PULL STRING FROM BUILDING MPOE STUBBED TO THE OVERHEAD QF VERIZON WIRELESS' SUITE. (CONDUIT MUST BE GROUNDED). FIRE SPRINKLER LANDLORD SHALL PROVIDE A FIRE - SPRINKLER SYSTEM THROUGHO(JT T'tE PREMISES ON AN OPEN FLOOR BASIS, WITH HEADS TURNED UP IN SPACES WITHOUT CEILINGS AND FULLY DISTRIBUTED SEMI RECESSED HEAPS IN SPACES WHERE A CEILING HAS BEEN INSTALLED. SPRINKLER TO BE DISTRIBUTED PER NATIONAL AND LOCAL CODES. A FIRE SPRINKLER PROTECTION SYSTEM INCUJDIN6 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/FIRE MONITORING SYSTEM, IF PRESENT, MUST BE INSTALLED IN ACCORDANCE WITH THE LOCAL FIRE PROTECTION CODE AND MEET ADA REQUIREMI NT. MONITORING AND ALARMS SHALL BE BY LANDLORD. _ -.- 4- _ 4- -- -- +- . - -T.O.P: 4 =I •1' B:f 'F il� 7 7 A r; ; - N 6 -.�. R L OA I IOC! - -- A 11 '4 BO?. -2F BFF+ S r si_o GREASE LINE ETRICAL CONDUI ,� ! • ' 4 7 _r FfRE SPRINKLER LINE I t r t i` 4 - I i, --r 1 r is P : t ' I i 1 r r f r r. r f �� ' r 43k E-EGTRIGAL - PROVI ■ J (2) 4 CONDUIT FROM ELECTRICAL ROOM TO TENANT PANEL LOCATION GOORD. W/ TENANT PLANS. TENANT PREFERS: 2- 200 -AMP I20/208V 3 PHASE CAPACITY 42 CIRCUIT ELEC.. PANEL. W/ MAIN DISCONNECT BREAKERS GOMM'L GRADE. f • e / • — WAG ZONES AVAI SUPPORT - NOTE TE UPDATING TO LIE WI e�. 2 200 , 4MF A XIMATE LOGATI ALVE BOX of HVAC UNITS. FURNISH AND INSTALL PO AND DATA CONDUITS FROM THE UNITS THROUGH ROOF STUBBED WITHIN THE FREMI DIRECTLY BELOW TI4E UNITS. PROVIDE OPENING THROUGH ROOF FOR EXHAUST VENTSEE 11 PL LD 1 TER SEWER INE CIRCUIT PANEL %REAS N. ■ • VERIZON t I !,P I 1 I 2" COLD WATER LINE AT UNDERSIDE OF ROOF - STUB, DOWN W/ SHIP' -OFF q VALVE 4 SUB CONNECTION - TENANT TO CO N! EXISTING 4" SAN TENANT TO CON LE FOR UNIT NT PLANS REQUIRE N THESE ZONES. 4 LINE ELECT ICAL CONDUIT 4. R FOR TENANTS TI PLAN CT TO ' AIRY SEWER ..INE CT TO 45,SANI 7 - - -...� «.._�., .....�..... .�. - ,.- LI E >{ r ' r f . /.- r f, - rP . ^' FIRE SPRINKLER LINE IRE SPRINKLER 0 0 • I ,ti P 4 4 I -120V DUPLEX OUTLETS 0 I5' -0° O.G. W/ COVER PLATES. MID. @ 12" A.F.F. (*P .) Q es r ff j t j "'1 . --1 •> f dt-j S • 1 [ 1 i I 1 • 1 f i 1 e 4> r t " s" r 1 f M.E.P. PLAN ,SC+IV.I3 1/80 -O' T r N. �4- r REVIEWED FOR CODE COMPLIANCE APP VET: AUG - (l 2007 City Of Tukwila BUT LDINC UIVJSION RECEIVED SEP - 5 2007 NWT CENTER LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE REVISIONS BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRIGAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: M.E.P.PLAN JZ /LH 06/21 /07 A07 -407 08/20/07 - 5:30pm A07 -407 BLDG N A31_116.dwg rmIgEgmmsiss SHEET A3.1 gissmassosezigaminemso Copyright 2007 Freiheit & Ho Architects, Inc., P-S. GENERAL NOTE C.I.S.C.A. DESIGN PARAMETERS INSTALLATION REQUIREMENTS �,[''? y r ?' ` n`,: L. _cU '' _ : : �p 'f � _ -. -.... I . SUSPENDED CEILINGS ARE TO COMPLY WITH THE FOLLOWING CODE AND REGULATIONS: A. 2003 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 505.4 AND 1621.1 B. AS CE-1 CE , SECTION 4.6 2.6 (ASCE IS AN ACRONYM FOR AMERICAN FOR TESTING AND MATERIALS) G. GISCA RECOMMENDATIONS FOR SEISMIC ZONES 5-4. (REFERENCED IN ASCE -7 SECTION 4..62.622. ITEM A)- (CISGA IS AN ACRONYM FOR CEILINGS 4 INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: WHERE, IN AM" 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 BETJ^EEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. • MINIMUM 2" WALL MOULDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST HAVE A 5/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERINET'ER SUPPORT WIRE. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER 1,000 S.F. 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. • GABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM G 635 4 ASTM C 636. A. ONLY A HEAVY-PUTT' T-BAR GRID SYSTEM SHALL BE USED. (ASCE -1 SECTION 4.62.62.2 ITEM A) B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL ESE NOT LESS THAN 2 ". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE N E ANGLE. THE OTHER D 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 4.62.622 ITEM 5) G. FOR CEILING AREAS EXCEEDING 1,000 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 5E 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 I /4" FOR LOADS PRESCRIBED IN ASGE -1 SECTION 4.6.1.5. D. FOR GEILING AREAS EXCEEDING 2,500 5.F., A SEISMIC. SEPERATION JOINT OR FULL. HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXGEEEDINS 2,500 5.FSHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRINGING 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 B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM G. 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 I" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT GAN ACCOMODATE I" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS 15 PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 6. GABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTIONS REQUIREMENTS OF S3 =GTION A. OF 433.4 OF THE ASG>+ -7 REGULATIONS. AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING GRID ARE PERMITTED TO SE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHA CONSIDER THE MASS AND FLEXABILITY OF ALL LL ELEMENTS INVOLVED INCLUDING: CEILING SYSTEMS SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAG) APPUTENANGES. THE DESIGN SHALL BE PERFORMED BY A REGISTERED PES16N PRFESSIONAL. r ,, . ... 3:� r= . --- ,_ 7 s, rb .. f`; „ .,morn ; ' . ": "V ` r , : , .' ,,,,,: • v t - , , E:' . • _ ® , ,` ,' } , t'..'. r ' =�1" �` - r — •_ ' 4 ` - ; ; + t , * ;' :ti - :' `` 4- -- - - - , 1 i 1 • _ ...i., .... P '� �` -- ¢ + ^•iced "'7" 1 [• _° 1 r k 4, 6 • I e „ ■ L31111 SUSPENDED CEILING DETAILS LEGEND 4- • Y �� „.-0, +�::: ■ mill A.I" :I” :: _ 4 � = - T I - . : I 1 n ::''+ NOTE. SEE ELECTRICAL DRAWINGS FOR LIGHTING DESIGN, FIRE DETECTION SYSTEMS AND EXIT LIGHTING. ._ -, ..... STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS. FROM SPREADING APART ANGLE 5/5" TYP'X' 6.104B. CEILING AT INDICATED HEIGHT. " • . fO MOULDING I A; MAIN BEAM/ CROSS TEES SUSPENDED ACOUSTICAL CEILING AT HEIGHT INDICATED . 8 , ' o o 2'X4' LAY IN DEEP PARABOLIC LIGHT FIXTURES A GAB. CEILING MOUNTED LIGHTING FIXTURE MA MIN. 3/4" AT UN- ATTACHED K 2" MIN. 1 STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS SPREADING APART 1 WALLS, TYP. . SEISMIC EXPANSION JOINT PER PETAL � 2/A3.1 • • FA FROM EXIT EXIT LIGHT �' `� ' E.M. EMERGENCE LIGHT 1 • . `•t � * CEILING ELEVATION WIRE MAIN ----->. BEAM / CROSS TEES X EX4Ad15T FAN © FIRE SPRINKLER HEAD ASCE-7 SECTION 9.6.2.6.2.2. ITEM B. _ SECTION A 1 4 • • SUSPENSION SYSTEM DETAILS: GRID @ UNATTACHED WALL 8" STEEL STUD COMPRESSION POST #12 HANGER i 45' MAX. / 4" MI HANGER WIRE i • r II' • ` . F ri FT / \ 45' MAX. \ - MAIN BEAM CROSS TEE o 0 0 - WIRE _ t' I OM 1 III \ 0 N � � 45' MAX. ` ;. 45' MAX- EXPANSION JOINT BY OTHERS ONLY Ilp CR OSS TEE MAIN BEAM ,; :•' •''• SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST E S IN Till.,111111p COMPRESSIpN POST ASCE -7 SECTION 9.6.2.6.2.2. ITEM B. POP -RIVET THIS SIDE Y Y _ ) A�W F � I ���`- �' Ci:7:00;::::::::2Akvirs.:..0:04.7:71::::,-;- BUIL 6" FACIA MOLDING o 0 0 II 4" MOLDING I • •o �� COMPRESSION 3/4" MINIMUM CHANNEL . -p o 0 � . I 1 POST 'j CIA Try O,. THIS SIC E I ..�. � - , — �■ I � � I � ;;:: ! � ": - " ' - li .� } �r f - rr EXIST FABR1 _ - - --it. _ " :! _ f g 1 y f C. = 114 1. , ASCE -7 SECTION 9 6.2.6 2.2. ITEM B. • a SUSPENSION SYSTEM DETAILS: GRID @ ATTACHED WALL SUSPENSION SYSTEM DETAILS: COMPRESSION POST o o : 0 0 0 ,,•:,1 1a N , 1 , ,. :. -N 6" • ` 2" AXIOM 3/4" MINIMUM. PROFILED TRIM SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS 7I ;. - ,- ,.O SUSPENDED CEILING DETAILS All WALE: NOT TO WALE 02 A4.0 REFLECTED CEILING PLAN SEP —52007 RECEWSD N �aa SCAM i/VzII -O° PERMIT CE T I=1- • LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES 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: BUILDING 'N' JZ/ LH 06/21107 A07 -407 08/20/07 - 5:29pm A07- 407_BLDG N A32_116,dwg R.C.P. PLAN SHEET A3.2 nazgavemassumemmi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. T.O. PLATE +2¢ I_ Q ° TO.STEEL T.O. REVEAL +15-11" TYPICAL TILT -UP WALL CONSTRUCTION TYPICAL FLOOR CONSTRUCTION R -IO PERIMETER RIGID INSULATION, TYP. CONCRETE PAVING PER PLAN T.O. SLAB ° ° SLOPE � ") .11 d } • - -- .. .._. ! -t 4° MIN. PERFORATED FOOTING DRAIN 4 FREE DRAINING FILL PER GEOTECH. REPORT WALL SECTIONS SGAI.Et 9/410-0' • IF wwwmwwimwmirmlawimwmawmmwAr ` • 1 FURRING BY TENANT T BY TENANT TYP. wAmw wamwmawiwwwmw■mwamw ~w 1■■■ ■I I INN 1■■ I.. 1 I■■ SLOPE .25 : 12 MIN. TYPICAL ROOF CONSTRICTION SLOPE ' • 12 MIN. FURRING BY TENANT TYP. BY TENANT TYP. °ERIMETER RIGID ISULATION TYP. TYPICAL FLOOR GONSTUCTION SGALEs 3/4"mr•40' INTERMEDIATE MULLION WALL SECTIONS • 1 4J F e i I i - --- TYPICAL TILT -UP WALL CONSTRUCTION FABRIC AWNING FURRING BY TENANT T.O.R. +10 -0 1/2 CONCRETE PAVING PER PLAN T.O. SLAB _ ? I 4 MIN. PERFORATED • FOOTING DRAIN 4 FREE DRAINING FILL PER GEOTECH. REPORT T.O. PLATE +30 -0° T.O. STEEL +23 -9° 1111111111111111 I 1 111 I 1 11111111111111111 Lwwrrrtur:11•:. 11111111111111111 1111111111111111111111 111100111111111 111111111111111011111 � �i�.. .411112 i 1 1 1 - r f TENANT SPACE SIGN ALLOWED TO BE PLACED EXISTING NORTH ELEVATION SIGN AREA FOR TENANT SIGN MAX ALLOWABLE: 70 5F EXPOSED BUILDING FACE: qq5 5F ALLOWABLE SIGN AREA: 110+ [0.02X( = 70 SF TENANT SPACE — EXISTING FABRIC AWNING NEW DOUBLE DOORS WITH LIGHTING SCALE I/4•*Il -0' RECEWED SEP - 5 2007 eErMiT CENTER EXISTING SOUTH ELEVATION SCALE I/4'8I'-a• T.O. PLATE +50 -0 1 1 1 1 1 1 1 1 CODE rO ;P' 1ANC . Q , RV17 'ni Ai — 6 2007 City Tukwila BUILDING DIVISION EXISTING STUCCO PANELS (INFILLED STOREFRONT) LANDLORD WORK VERIZON WIRELESS SOUTHCENTER SQUARE 17100 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS BUILDING 'N' 08/08/2007 RESUBMIT TO CITY TENANT /LL CHANGES REGISTRATION FREIHEIT ARCHITECTS, I 10230 NE POINTS DRIVE SUITE 300 P:425.827.2100 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: EXTERIOR ELEVATION & WALL SECTION & HO N C., P.S. KIRKLAND, WA 98033 F :425.828.6899 XXX XXDWXX A07 -407 08/20107 - 5:29pm A07- 407_BLDG N_A40_116.dw SHEET A4.0 giaramirmasemstimasi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. L aLva 1 NOISIA9J II SYMBOL. J� OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL 00 m a cc n Co t i 6' -3 1/2" 6' -8 1/2" 32' -6 1/4" lEtWNT GAS MEIER LOCATION 19' - 5" E SCALE: 1/8" =1' --0" 16 is / 1.7 '� ❑ L - 116 4 5 -7" ELECTRICAL PLAN 27' -0" 27' -0" ME OPENING THROUGH ROOF FOR EXHAUST VENT.SEE TI PLAN 2 200 AMP CIRCIAT PANELS L -116 7,9,11 VERIZON 116 19' --5" L--116 2 D (2) 200A MC FEEDER CAELE TO MAIN ELECTRICAL ROOM 11 D 0 1) 0 C r71 0 if) 0 L, w W 27' -0" 27' -0" 1 -120V DUPLEX OUTLETS 015' --0" O.C. W/ COVER PLATES. MTD. • 12" A.F.F. ( .) iry 3' -5 v /274" OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL C ? OF COL. OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL OUTSIDE FACE OF PANEL 4 I 0 a 0 1 6'--3 1/2" 6' -8 1/2" 32' - 1/4" 19'-5" SCALE 1/8 "= 1'--0" L -116 8 iii► IX 5' -7" N LIGHTING PLAN 27' --0" 27' -0" L -116 L -116 L — 110 17 16 19' -5" A 4 116 14 Mi RIZON 27'-0" 27' --0" CODE COMPUANCE. 620 City Of BUILDIN UM5 3 Y/2 RECUVED SEP - 5 2007 PEI= MIT CENTER w 1- 0 L cc 0 a. op 0 '0 0 w 0 —J 0 J U Q W (.5 z 0 SHEET NUMBER E -1 ELECTRIC 7056 SOUTH 220TH STREET PHONE (253) 872-5553 FAX (253) 872-4112 KENT, WA 98032 TOM JORDAN CHECKED BY: PANEL: L-116- A PANEL VOLTAGE: 120/208 3 0 4 W CIRCUIT CODE: blank or N : NON - CONTINUOUS BUS: 200 AMP L : LONG - CONTINUOUS DATE: 08/21/2007 TIME: MAINS: BREAKER R : DEMANDABLE RECEPTACLES JOB: 6089 AIC RATING: 11,000 K : KITCHEN NO. OF EQUIPMENT: 0 El © 1 Ala -f ' ■ 30031 I dIW. 310d LOAD DESIGNATION C O N N E C T E D VA LOAD DESIGNATION c 310d 3000 ON 1513 DESCRIPTION N R L OA 08 OC ABC OA O B O C N R L DESCRIPTION DESCRIPTION III 1111111111=1■1111 in ■ :5- , .7 5260 7 2,7/ /// �/ 5260 � �4 / 5260 GENERAL USE OUTLETS 20 1 :: 1 : :: 1 ■■ 1260 % / / / / / /% % / /f %/ ■W4i ■ ■ ■V 0 r: r 0 �� GENERAL USE OUTLETS ■■ 1 4 ■ ■■ ■■ RESTROOM OUTLETS FANS ■ % / / /l / /%�%/ o In( ��//. 0 �AA %Y4 � A, 0 0 r ffA lrAr 0 ` 4,/ A 0 ■■■ 0 0 �f ■ I A , /r A., 0 ■ ■ 6 5 • ■■ n.111111111 6 © 7 111111=.1.1111M X GENERAL SALES FLOOR UGHTS ■ ■■ 8 ■ ■■ ■ ■ ■� ■■ ■ ■V ■ ■■ ■■ ■■ ■■ ■■ 10 9 ■ ■■ 1 10 ■■ um. 4 1152 , 12 m ■ ■■ 7 1152 056 � � / %�/ • ■■ GENERAL SALES FLOOR UGHTS 20 14 13 12 0 � -., .. o f� ■ ��■ ■■ X GENERAL SALES FLOOR UGHTS 16 1111 m■ 19 ■■■ ■■ 13 • ■■ ■■ • •■ 18 %% % 0 v A 4: : ��11 u o ■ . ■ ■ ■ n • O • � � / /..��� ■■■ I■■ 20 ■■ • ■ ■■ ■■ ■VG/ ■■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ 22 ©■ 4 0 ■ � //. 0 V A ■ ■■ 19 • 0 ` ■■ ■■ ■■ �//. 0 �f� / /�� / /.. 0 0 ��. /, :/ /� 0 �� /— 4 O / % /// %/z/ 4 0 ��A yr 0 24 ®■ /� � / 0 ■ Q�/r�// VAIII 0 ■ � / 0 % % ,,, zi 0 ■ 22 21 ■■■ 24 MINE . In 111 ■ ■ ■% / /..` 0 111 28 IlII: 29 ■ ■ 26 25 ■■ ■■ 30 2 7- , 0 ■ IN1111111•11111111I • •••v ■ ■ ■V ■ ■■ Ell � . 32 ■■ 0 A 1 : :: f %f//,. 0 r , ■■■ ■■ • ■ ■ n 34 ®■M■ ®■ lip 41 AV4 0 v A 0 ■■ A ■ • ■ ■ Ill 36 ■ ■■ au nu i ���'�f 34 33 ■ ■■ 38 0 /lljj/ l / / / / / mm o 42 ■ ■ ■V/�AV ./ /.V4/% ■ ■■ ■■ 42 PANEL NOTES: PHASE TOTALS 0A: 0 0B: 0 $C: 0 TOTAL CONNECTED VA 0 CONNECTED VA (CODE N) 0 CONNECTED VA (CODE L) 0 CONNECTED VA (CODE R) 0 (CODE L) X 25% 0 TOTAL 'L' + TOTAL "N' 0 PANEL DEMAND KVA 0 AMPS WITH /LCL 0 PANEL: L -116 PANEL VOLTAGE 120/208 3 0 4 W CIRCUIT CODE: blank or N : NON- CONTNUOUS BUS: 200 AMP L : LONG - CONTINUOUS DATE: 08/21/2007 11ME: MAINS: BREAKER R : DEMANDABLE RECEPTACLES JOB: 6089 AIC RATING: 11,000 K : KITCHEN NO. OF EQUIPMENT: 0 ION 1)}3 3000 dI l. I 310d LOAD DESIGNATION C O N N E C T E D V A LOAD DESIGNATION c 310d 3003 ON 1513 DESCRIPTION N R L OA OB $C ABC 0A OB oC N R L DESCRIPTION III 60 in ■ EN ■� IMF 5260 7 2,7/ /// �/ 5260 � �4 / 5260 GENERAL USE OUTLETS 20 1 2 1 ... II 1260 % / / / / / /% % / /f %/ ■W4i �/ 900 7 A— /7 A. A 560 — GENERAL USE OUTLETS 20 1 4 3 ■A© RESTROOM OUTLETS FANS 20 1 6 5 ■ 60 n.111111111 ■a■ ■ ■■ ■�.r ■ ■ 5260 �� ��/ A 5260 /� di // 5260 ■/ 0 � f / ( f / /;;;; X GENERAL SALES FLOOR UGHTS 20 1 8 7 1111 1152 f�4 �� ■.N HVAC UNIT #1 GENERAL SALES FLOOR LIGHTS 20 1 10 9 um. 4 1152 , ■ A© 7 1152 056 � � / %�/ X GENERAL SALES FLOOR UGHTS 20 1 12 11 ��■ X GENERAL SALES FLOOR UGHTS 20 1 14 13 II ■■■ • ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ 0 r�� / ..e. ■V A 0 / 7 li ■��f�� / / //. O 0 � � �//.//.nu/ ■ / � O f� f / /. ���� � fI �� 0 ■ 20 19 11�� 11��f�4 0 ` ■ ■■ �//. 0 �f� / /�� / /.. 0 0 ��. /, :/ /� 0 �� /— 4 O / % /// %/z/ 4 0 ��A yr 0 — ■ 22 21 ■■■ — . In 24 23 ■ ■■ ■ 26 25 ■ ■■ ■ 28 27 ■ ■■ � . 32 29 ■ ■■ ■■■ 0 7 Ai ■■ ■r 0 r ■ ■■ /��4.'��//.. 0 ma ■ ■■ D %%/ � :mi ■ ■ ■ A A o Agile n ■ 31 II Ill • ■ 34 33 ■ ■■ ■ 36 35 0 / /// A o o ■ 38 37 42 41 ■ ■■ • ■ PANEL NOTES: PHASE TOTALS 0A: 13988 0B: 12572 0C: 12232 TOTAL CONNECTED VA 38792 CONNECTED VA (CODE N) 34280 CONNECTED VA (CODE L) 4512 CONNECTED VA (CODE R) 0 (CODE L) X 257. 1128 TOTAL "L' + TOTAL "N" 39920 PANEL DEMAND KVA 39.92 AMPS WITH /LCL 110.89 FIXTURE SCHEDULE 0 I' X 4' CEILING MOUNTED WRAP TO BE DETERMINED REVISION 2' X 4' PARABOLIC FIXTURES CEILING MOUNTED IN GRID r SYMBOL 2' X 4' PARABOLIC FIXTURES CEILING MOUNTED IN GRID - WITH BATTERY BACKUP $ SWITCH :: I aiva REVISION r SYMBOL 01 A3.1 PANEL SCHEDULES SCALE: N.T.S. 3 FEf SEP - 5 2007 PERMIT CENTE r Co 0 U Q co SHEET NUMBER E -2 PHONE (253) 872-5553 7056 SOUTH 220TH STREET FAX (253) 872-4112 KENT, WA 98032 MICHAEL PASICH TOM JORDAN CHECKED BY: