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Permit PG12-051 - RAINIER CANCER CENTER
RAINIER CANCER CENTER 200 ANDOVER PK E EXPIRED 10-15-12 PG12 -051 City ofigukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206. 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 0223100099 Address: 200 ANDOVER PK E TUKW Project Name: RAINIER CANCER CENTER Permit Number: Issue Date: Permit Expires On: PG 12 -051 04/04/2012 10/01/2012 Owner: Name: Address: Contact Person: Name: Address: Email: ANDOVER PLAZA LLC 1501 N 200TH ST , SHORELINE WA 98133 TOM LAND 1122 200 ST SW , LYNNWOOD WA 98036 TOM @WEHONEYDO.COM Contractor: Name: DOC BEAN'S PLUMBING & HEATING Address: 8405 4TH PL SE , EVERETT WA 98205 Contractor License No: DOCBEPH994DB Phone: 206 - 795 -4620 Phone: 425- 418 -0037 Expiration Date: 04/21/2012 DESCRIPTION OF WORK: DECOMMISSION WATER CLOSET AND INSTALL SHOWER Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $8,000.00 $120.75 Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 LAY-a, Date: 14` u _ (,2\ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: 4/ permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG12 -051 Printed: 04 -04 -2012 t • PERMIT CONDITIONS Permit No. PG 12 -051 1: ** *PLUMBING AND GAS PIPING * ** 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: UPC -4/10 PG12 -051 Printed: 04 -04 -2012 CITY OF TUKWI. Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Plumbing/Gas Permit No. %�- Q Project No. Date Application Accepted: Date Application Expires: (For office use only) 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 Site Address: TOD �NDst)�1y Tenant Name: '2 ,41.0 442- c'r{ IvC 2 G ,S . PROPERTY OWNER Name: ,...r-t /i/l L A/1 t. Name: AilTJ0ria ?LiazA cce___ Address: ] 1 0 5`- City: c7-7-40/24.,z4)„,,,,,,„ � State:) 4 Zip:7Xl ,3 CONTACT PERSON — person receiving all project communication Name: ,...r-t /i/l L A/1 t. Address: / (Z2 ..-, 2 5; 5, ca City: LiQ131..60,� D State: to Zip: 03031, Phone: / 9/4: Fax: Email: �1A. � 1.2:6_ 6 O , C:c2m King Co Assessor's Tax No.: 3 t t Doti Suite Number: Sri- Floor: 1 New Tenant: ❑ Yes '®,,.No PLUMBING CONTRACTOR INFORMATION CmapyL71—/' S pet _ m t3,:),, Ajov / Add r "94/,,,,So ) 0 Zi City:, A) '16 0 (03� - �FStateL4 Pho e )5 � � O �!Q,�l ax: //02 J 3 / 9/4: Coytr Reg IAL 1 ij9 08 Exp Date:4/ oc f /� Tukwila Business License No.: Valuation of Project (contractor's bid price): $ �� Scope of Work (please provide detailed information): 1 ►15.6 5 X2:1,, Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:\Applications \Forms - Applications On Line \201 I Applications\Plumbing Permit Application Revised 8 -9 -1 I.docx Revised: August 2011 bh Sewer: Page 1of2 Indicate type of plumbing fixtures and/otik piping outlets being installed and the quanti low: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap L Sinks Rain water system— per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Each additional medical gas inlets /outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices RMIT APPLICA'4TION :NOTES'' = "' k m :.:t„elrk1141410;: 'i • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O AGqT: Signature: Print Name: Mailing Address: 17:2— —2iry T 5� H:Wpplications\Forms- Applications On Line \2011 Applications\ Plumbing Permit Application Revised 8 -9.11 .docx Revised: August 2011 bh Day Telephone: Date: 2-7 (/ �a �t /gciz-(L2-D City State tp Page 2 of 2 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0223100099 Address: 200 ANDOVER PK E TUKW Suite No: Applicant: RAINIER CANCER CENTER RECEIPT Permit Number: PG 12 -051 Status: PENDING Applied Date: 03/27/2012 Issue Date: Receipt No.: R12 -01149 Payment Amount: $120.75 Initials: AVER Payment Date: 03/27/2012 02:23 PM User ID: 1655 Balance: $0.00 Payee: WE HONEY DO.COM LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7469 120.75 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 24.15 000.322.103.00.00 96.60 Total: $120.75 doc: Receiot -06 Printed: 03 -27 -2012 INSPECTION RECORD j ,. 2 Retain a copy with permit t INSPECTION. NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ct: ,r,. ! Type o Inspection J Address: 7 (9 b i L Date Called: Special 'Instructions: Date Wanted: 1 acm. Requester: \/ Phone No- S r 4 1(3 - ©d / Approved per applicable codes. Corrections required prior to approval. COMMENTS:. Date,., _ r2._ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje : % Type of Inspecti n: e .7 -,77 A dress: di k Date Called: Special Instructions: • • Date.Wanted: jJ21•4;./ v � p:� Requester: `,,,, Phone No�� DApproved per applicable codes. a Corrections required prior to approval.' COMMENTS: A A Ga L�fA 1,� 179 • Inspecto Date: 9-7,0-/7 n REINSPECTION FEE I QUIRED. Prior to next inspection, fee must be paid at 6300 Southcriler Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?G1Z-c1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: RAs,r li P 0AaeF2- Type of Inspection: GRte,ac vc)oOtt Address: 20 0 v'l `) ()c./C t' t c Date Called: Special Instructions: Date Wanted:. +l ±t - - 12 a.m. >•m• Requester: Phone No: y `-t2$ -LA18 40013 7 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: R INSPECTION FEE REQUI °ED. Prioito next inspection, fee must be id at 6300 Southcenter Blvd., Suite '00. Call to schedule reinspection. 608.2.2 Standard Roll -in -Type Shower Compartments. Standard roll -in -type shower compartments shall have a clear inside dimension of 60 inches (1525 mm) minimum in width and 30 inches (760 mm) minimum in depth, measured at the center point of opposing sides. An entry 60 inches (1525 mm) minimum in width shall be provided. A clearance of 60 inches (1525 mm) minimum in length adjacent to the 60 -inch (1525 mm) width of the open face of the shower compartment, and 30 inches (760 mm) minimum in depth, shall be provided. A lavatory complying with Section 606 shall be permitted at the end of the clearance opposite the shower compartment side where shower controls are positioned. Where shower controls are located on the back wall and no seat is provided, the lavatory shall be permitted at either end of the clearance. Fz. Erks-c side �'. wall g. back wall side wall 0 0 1- E O C} O CO Note: inside finished dimensions measured at the center points of opposing sides REVIEWED FOR CODE COMPLIANCE APPROVED APR 03 2012 BUILDING Tukwila DIVISION Fig. 608.2.2 Standard Roll -in -Type Shower Compartment Size and Clearance A/0/0 //66/h l3 4,0de 6,eeLe �� 1711.-10s1 608.3.2 Standard Roll -in -Type Showers. In standard roll -in type showers, grab bars shall be provided on three walls of showers without seats. Where a seat is provided in a standard roll -in type shower, grab bars shall be provided on the back wall and on the wall opposite the seat. Grab bars shall not be provided above the seat. Grab bars shall be 6 inches (150 mm) maximum from the adjacent wall. 14) 6 :max 150.. hack wall x o E o: end .wall and •wall a., (b) , Without Seat With Seat Fig. 608.3.2 Grab Bars in Standard Roll -in -Type Showers 608.5.2 Standard Roll -in Showers. In standard roll -in showers, the controls and hand shower shall be located 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor. In standard roll -in showers with seats, the controls and hand shower shall be located on the back wall, no more than 27 inches (685 mm) maximum from the end wall behind the seat. (a) .; Without Seat (b) With .Seat REVIEVIIED FOR CODE C Standard Roll -in -Type Shower Control and Handshower Loc•: ion AP ROVEDNCE Fig. 608.5.2 APR 03 2012 BUILDING p kwila IVISiON 144g.w y' lE lief t›, e6406e,e4., rei le/ F EEl 4) 13� 11 I.„ l LE-)USn Mt W,4: ! Zt1 ewb, -rap ®F " �Z it (Lbw G- D( t,J t I icA offvfe %es REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION Permit No. PILE COPY ��tt�lter< C4)4c.g.K G u' ukk;Sert I- A rI g t S$ R ang- l btper AIib 517q4, 1 fx(.sr( lot R Rco V&t2.o5 I RECEIVED MAR 27 2012 PERMIT CENTER z 09 -04 -2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development --Jack Pace, Director TOM LAND 1122 200 ST SW LYNNWOOD WA 98036 RE: Permit No. PG12 -051 RAINIER CANCER CENTER 200 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/15/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/15/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG12 -051 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206-431 -3665 °PEHiVlII CU � �., � �,p • PLAN REVIEW ' OUTING SLIP ACTIVITY NUMBER: PG12 -051 DATE: 03 -27 -12 PROJECT NAME: RAINIER CANCER CENTER SITE ADDRESS: 200 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS. 0. j k(.9 l04'v-D I La King County Department of Natural Resources and Parks Wastewater Treatment Division 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 Property Street Address L(41_ ti�i Gy4 City Owner's Name �.q- ( State ZIP Subdivision Name Lot # Subdiv. # Block # l¢M>a)542 kpe. A (if applicable) (Zs= ) q,2 —moo Owner's Phone Number (with Area Code) Building Name ( ZeIl' ) Property Contact Phone Number (with Area Code) Owner's Mailing Address 5q00-a- U� � lt) .4-8/3 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 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 'Z 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 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 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 to RCE 7- For King County II/Only Account # No. of RCEs Monthly Rate Property Tax ID # -- 0,f)vi Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? If'es ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 10 010 RCE RCE &iCCE(VEID CRY OF TUKWILA MAR 27. 2012 I PERIMTCENTER 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. All future billings can be prepaid at a discounted amount. 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. 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 d or de of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) Date White - Kino County Yellow - Local Sewer Aoencv Pink - Sewer'Cuslomei . ®,,,,,, A Contractors or Tradespeople Peter Friendly Page 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. Business and Licensing Information Name DOC BEAN'S PLUMBING & HEATING UBI No. 602101977 Phone 4254180037 Address 8405 4Th Pl Se License No. DOCBEPH994DB Status Active Suite /Apt. City Everett State WA Zip 98205 County Snohomish Business Type Individual Parent Company License Type Construction Contractor Effective Date 3/2/2001 Expiration Date 4/21/2012 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date BEAN, JASON CRAIG Owner 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 American Contractors Indem CO 100121879 04/21/2010 Until Cancelled $12,000.0004/21 /2010 3 CBIC SF3862 03/02/2004 Until Cancelled 01/23/2009 $12,000.0003/02 /2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Nationwide Mutual Ins Co ACPACT07504469721 04/21/2010 04/21 /2012 $1,000,000.0004 /08/2011 11 CBIC INSSF3862 01/23/2008 01/23/2009 $1,000,000.0011 /29/2007 10 CBIC INSSF3862 01/23/2007 01/23/2008 $1,000,000.0012 /08/2006 9 CBIC INSSF3862 01/23/2005 01/23/2007 $1,000,000.0012 /20/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 04/04/2012 ARCHITECTURAL GENERAL NOTES. r E PLAN 0 VAULT CT SCAN, CONTROL 10. 1. 12 13. 6 -9• 5'-4' 5' -4• CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION . PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DMENS1ONS, CONTRACTOR SHALL N OTIY ARCHITECT. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. VERFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIP TO BE FURNSIED BY OWNER OR OTHERS WITH MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. VERIFY. SIZE AND LOCATION OF ALL OPENINGS FOR MECH. EQUIP AND WORK WITH CONTRACTORS INVOLVED. ERRORS AND / OR OMISSIONS IN ROOM FINISH SCHED AND DOOR SCHED DO NOT :RELIEVE THE CONTRACTOR FROM WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. CEDING HEIGHTS U DICATED ON THE REFLECTED CEILING PLANS . ARE TAKEN FRbM THE FLASH SLAB ELEVATIONS. ALL FRAMING DIMENSIONS ON PLAN, UNLESS NOTED OTHERWISE, ARE TO THE CENTERLINE OF STUD FRAMING, TO THE FACE OF CORRIDOR GYP BD, . AND TO THE FACE OF THE EXT EDGE OF THE BULDING SLAB. IN . LOCATIING GLASS IN Haut FRAMES, THE DIMENSIONS ARE TO . THE FINISH HM FRAMES. FURNISH AND INSTALL MTL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYP BD PROVIDE MTL CASING BEADS WHERE GYP BD . INTERSECTS OTHER MATERIALS. SEAL AROUND CONDUIT AND PIPE PENETRATIONS IN ONE HOUR : . WALLS AROUND HAZARDOUS AREAS AS REQD. TO ACHIEVE . SPECIFIED WALL RATING. PROVIDE VERTICAL BLOCKING (AND HORIZONTAL? AS REQD FOR EACH SIDE OF REQD GYP BD PLATES F REQD. FOR DUCT PENETRATIONS N WALLS OTHER THAN ONE • HOUR WALLS AROUND HAZARDOUS AREAS, SEAL GAPS WITH • GYPSUM JOINT COMPOUND AND TAPE FOR GAPS LESS THAN. . TIGHTLY PACK GAPS BETWEEN. AND WITH FIRE SAFING INSULATION. GAPS LARGER THAN ARE NOT ALLOWED. SEAL ALL EDGES AND PENETRATIONS AROUND THE PERIMETER AND INTERIOR OF ALL CABINETS, EXPOSED PLUMBING AND DOOR FRAMES. COORDINATE ROUGH -INS AND STUD WALL FRAMING LOCATIONS TO PROVIDE CLEARANCE FROM THE CENTERLINE OF EACH WATER CLOSET BOWLS TO THE ADJACENT SIDE WALL FINISH SURFACE AND A MINIMUM OF 15 FROM THE CENTERLINE OF WALL-MOUNTED SINE TO THE ADJACENT SIDE WALL. FINISH SURFACES, UNLESS NOTED OTHERWISE. I18TALL BLOCKING BEHIND, BUT NOT LIMITED TO, CUBICLE CURTAINi TRACKS, T.V. BRACKETS, HANDRAILS, CORNER GUARS, TOLET ACCESSORIES, GRAB BARS, OVERHEAD CABINETRY, WRITING COUNTERS, MLLWORK KNEE BRACES, SHELVING, AND ALL MSC INTERIOR WALL -HUNG EQUIP. BLOCKING FOR HANDRALS, GRAB BARS AND VAMTIES SHALL. BE ADEQUATE TO SUPPORT A MINIM 'vi OF 250 IBS OF BOTH .VERTICAL AND / OR HORIZONTAL LOADIIG OFR A M OF 15 MINUTES. SCOPE OF WORK TO INCLUDE BATT INSULATION AT EXTERIOR WALLS AND BATT INSULATION AT ATTIC (ON TOP OF. FQMSHED CELINGi. ...:..... REVfEWED FOR CODE COMPLIANCE APPROVED ALL Plan review Approval of tl thy: violation of any a of approved Reid Date* By / . "1/Lf. City Oflbkwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: Mechank :al Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION r'• -.r 1 111 64 �3�dM I 10 1. =4 • LQ 1 �a t ;p 100 _ 1 ;771 1 IMW LEGEND.. PL 4C1/1/ City of `ukwila 81111.8 Vistb1 i 1 8 EXISTING WALL . TO REMAIN INTERIOR WALL - 3 -5/8" PARTIAL HEIGHT 3-5/8• X 20 GA STEEL STUDS 0 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE R-11 SO ATTENUATION BATT INSULATION - 3-V21 THICK BRACE ALLS WITH 3-5/3' X 20 GA. STEEL BRACES a 4'-0" O.C. TO STRUCTURE ABOVE. . INTERIOR WALL 6 ". PARTIAL HEIGHT 6" X 20 GA. STEEL STUDS 0 R6" ON CENTER 5/8" TYPE De GYPSUM BOARD EACH SIDE. • . . R-11 SOUL i ATTENUATION BATT INSULATION - 3 -V2" THICK BRACE WALLS WITH 3-5/8" X 20 GA. STEEL BRACES a 4'-0" O.C.... TO STRUCTURE ABOVE. INTERIOR WALL .-- 6" PARTIAL HEIGHT WITH LEAD SHIELDING 8" X .16 GA. STEEL STUDS 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE TO +10'.-0" A.F.F. R -11 SOUND ATTENUATION BATT INSULATION - 3 -V2" THICK WALL FRAMING FROM FLOOR TO + 10D-6" A.F.F. LEAD SHELDING TO +14-011 A.F.F.' SEE DETAILS 4, 5, 8, 7 /A -8.1 INTERIOR WALL: -- 3 -5/8`' PARTIAL HEIGHT. WITH LEAD SHIELDING 3-5/8"' X 16 GA. STEEL STUDS 0 16' ON CENTER 5/8" TYPE 7C GYPSUM BOARD EACH SIDE TO +10'-0" A.F.F. R-11 SOUND ATTENUATION BATT INSULATION - 3-V2• THICK WALL FRANSNIG FROM FLOOR TO .+ 10`-6" A.F.F. . LEAD MELDING TO +T' -o• A.F.F. SEE DETAILS 4, 5, 6, T /A -8.1 SIM 10224 REGISTERED ARCHITECT THEODORE.L STATE OF WA@IINGTON FURRED .WALL - 3 -5/8' :X 20 GA. STEEL STUDS 0 16' ON CENTER 5/8' TYPE 'X' GYPSUM BOARD 0 INTERIOR FACE . WALL FRAMING, GYPSUM BOARD AND INSULATON TO 8" ABOVE. ADJACENT CEILING S1 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FURRED WALL - 6" 6' X 20 GA. STEEL STUDS a 16" ON CENTER 5/8' TYPE 'X' GYPSUM BOARD 0 INTERIOR FACE WALL FRAtvi NG, GYPSUM BOARD AND INSULATON TO .B' ABOVE ADJACENT CEILING . . DIM. FLR. PLAN OCT 15 2012 DIMENSIONED FLOOR PLAN SCALE V8' =.1-O" CE lED MAR 27 2012 PERMENTER L:\2010\10-175\CM\Resubmittel\ DRAWN SUN CHECKED • . TJB DATE 0/22/10 SCALE AS SHOWN JOB NO. 10-175 SHEET A.2 OF SHEETS i • 4/29/7ntt A•I! PAA