Loading...
HomeMy WebLinkAboutPermit PG10-163 - WESTFIELD SOUTHCENTER MALL - MICHAEL KORSMICHAEL KORS 515 SOUTHCENTER MALL PG1O-163 Parcel No.: Address: City orTukwila 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.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 9202470010 515 SOUTHCENTER MALL TIIKW Project Name: MICHAEL HORS Permit Number: Issue Date: Permit Expires On: PG10 -163 02/07/2011 08/06/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 SCOTT DAVES 140 S LAKE AV, STE 323 , PASADENA CA 91101 PERMITSTODAY@AOL.COM Phone: 626 585 -2931 WESTERN MECH CONTRACTORS INC Phone: 206 - 571 -3810 1911 SW CAMPUS DR #321 , FEDERAL WAY WA 98023 Contractor License No: WESTEMC919QL Expiration Date: 01/15/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING DEMISED RETAIL SPACE TO INCLUDE NEW RESTROOM AND FIXTURES PLUS INSTALLATION OF A 3/4" WATTS 909QT REDUCED PRESSURE BACKFLOW PREVENTOR (RPPA) INSIDE THE SPACE. FLOOR DRAIN TO BE MOUNTED DIRECTLY UNDER THE RPPA. Value of Plumbing /Gas Piping: Fees Collected: Permit Center Authorized Signature: $5,000.00 $171.94 Uniform Plumbing Code Edition: International Fuel Gas Code Edition: 2009 2009 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature: Date: 2 2 . ° 1 1 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG10 -163 Printed: 02 -07 -2011 • • PERMIT CONDITIONS Permit No. PG10 -163 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: The proposed domestic water RPPA shall be installed per manufacturer's specifications. floor drain to be installed directly under the RPPA. doc: UPC -4/10 PG10 -163 Printed: 02 -07 -2011 CITY OF TUIC.A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.//www. ci. tkwila. wa, us Building Permmo. D t o /1/41M0 - 047 ?Ho-V Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. F to- no (For office use only) 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: 515 Southcenter Mall Tenant Name: Michael Kors Property Owners Name: Westfield LLC - Danyule W. Brakus Mailing Address: 2800 Southcenter King Co Assessor's Tax No.: 9202470010 Suite Number: 672 Floor: 1 New Tenant: 21 Yes ❑ ..No Tukwila WA City 98188 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Scott Daves - Permits Today Mailing Address: 140 South Lake Ave., Suite 323 E -Mail Address: Permitstoday @aol.com Day Telephone: (626) 585 -2931 Pasadena CA City State Fax Number: (626) 792 -5777 91101 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: TSC Design Mailing Address: 275 Seventh Ave., 19th Floor Contact Person: Matthew Howley / Ivan Kam E -Mail Address: ivan.kam©tscdesign.com New York NY City State Day Telephone: (212) 213 -4595 Fax Number: (212) 213 -8237 10001 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: M- Engineering Mailing Address: 750 Brooksedge Blvd. Contact Person: Craig Householder E -Mail Address: chouseholder @mengineering.us.com H: Applications\Forms- Applications On Line\2010 Application:0-2010 - Pemsit Application.doc Revised: 7 -2010 bh Westerville OH City State Day Telephone: (614) 839 -4639 Fax Number: (614) 839 -2222 43081 Zip Page 1 of 6 BUILDING PERMIT INFORMATI- 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 125,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior tenant fit -out of existing demised retail space within Southcenter Mall, work to include new storefront, new ceilings, non -load bearing partitions, millwork Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the a t dation of all structures, plus any decks o r 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the owing: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation tha ows that the principal owner lives in one of the dwellin: his or her primary residence. Number of Parking Stalls Provi t ... Standard: Compact: Will there be a change in use ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTIO /HAZARDOUS MATERIALS: Handicap: m Sp ers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be sto, a or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes , < ach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC ' STEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicationc\Fomu- Applications On Line\2010 Applications \7 - 2010 - Permit Applicnliondoc Revised: 7.2010 bh Page 2 of 6 'sting Interior Remodel Addition to Existing Structure New ,r; a of C ., .ruction per IBC Type of Occupancy per IBC 1 t Floor • 1,782 ' II -B 2 "d Floor 3`d Floor Floors Basement Accessory Structure* Attached Garage Detached Garage ' Attached Carport Detached Carport - Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the a t dation of all structures, plus any decks o r 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the owing: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation tha ows that the principal owner lives in one of the dwellin: his or her primary residence. Number of Parking Stalls Provi t ... Standard: Compact: Will there be a change in use ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTIO /HAZARDOUS MATERIALS: Handicap: m Sp ers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be sto, a or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes , < ach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC ' STEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicationc\Fomu- Applications On Line\2010 Applications \7 - 2010 - Permit Applicnliondoc Revised: 7.2010 bh Page 2 of 6 PLUMBING AND GAS PIPING PER. INFORMATION — 206 -431 -3670 • �a17 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 5,000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Interior tenant fit -out of existing demised retail space within Southcenter Mall to include new restroom and fixtures Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain / Shower, single head trap Lavatory / / Wash fountain Receptor, indirect waste Sinks Urinals Water Closet / Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applicauons \Forms - Applications On Line \2010 Apphwuons \7 -2010 - Penmt Apphceton.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — A 'cable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Scott Daves - Permits Today Mailing Address: 140 South Lake Ave., Suite 323 Date Application Accepted: j \ 910 Date: 1 �'" , Day Telephone: 626 - 585 -2931 Pasadena CA 91101 City State Date Application Expires: 190 V [Li H:\Applications \Fomn- Applications On Line \2010 Applications \ 7-2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: Zip Page 6 of 6 r 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 ParcelNo.: 9202470010 Permit Number: PG10 -163 Address: 515 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/30/2010 Applicant: MICHAEL HORS Issue Date: Receipt No.: R11 -00229 Payment Amount: $137.55 Initials: WER Payment Date: 02/07/2011 12:25 PM User ID: 1655 Balance: $0.00 Payee: WESTERN MECHANICAL INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3283 137.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 137.55 Total: $137.55 doc: Receiot -06 Printed: 02 -07 -2011 CM" 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. tukw ila. wa. us SET RECEIPT RECEIPT NO: R10 -02395 Initials: JEJ Payment Date: 11/30/2010 User ID: 1165 Total Payment: 1,442.78 Payee: PERMIT TODAY LLC SET ID: S000001451 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D10 -322 1,090.80 EL10 -0972 195.13 M10 -166 122.46 PG10 -163 34.39 TOTAL: 1,090.80 TRANSACTION LIST: Type Method Description Amount Payment Check 2889 1,442.78 TOTAL: 1,442.78 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 195.13 1,247.65 1,442.78 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 Project: 777i e, /H9' i_ /!D2t." Type of Inspection: ,-/A '9 G- P /TIi41d /Al, Address: 675 /Y71/ / Date Called: Special Instructions: Date Wanted: e' II- a? /- /I p.m. Requester: Phone No: 6,02-5 ZO S5 3 c---- 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: "P/?c r /1f 4,-- )11,/ -le' A. / • Date: i 7-2 Inspect I I REI SPECTION FEE RE UIRED. Prior tG / next inspection. fee must be tad at 6300 Southcenter lvd., 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 /-DG /a - /b3 Project: 7 /C *'4'Z /' 2S Type of Inspection: /M / &Xi —2— 0\./ Address: 5 / ri4A- a_ Date Called: Special Instructions: Date Wanted: c—,,- '-2- 8— / / (a.m. p.m. Requester: Phone No: co6 - 4/65-- .3G9'/ Approved per applicable codes. -ti COMMENTS: ElCorrections required prior to approval. (!!U /AJ V 451A/ft-le,/ /�%✓b! Ij(spectorr Date: /i 1 I INSPECTION FEE REQUIRED, rior to ext inspection. fee rtr'Gst be /id at 6300 Southcenter Blvd.. Sui 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit P6/6-43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec : in I e i'r S Type of Inspection: i cJ ,�i �tce . Address: %l S,Gothr eairl/ mcit l Date Called: . O (03 h/ Special Instructions: 1 1 ho A +� �f ►oar to ti�S- C.-�l (1r' Date Wanted: a.m. O V/ 4// t Request 1,(5 1e [J o Phone No: ,eo6 tf5'2- 5-79 a 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: — Inspector: Date: ,rt 111-� (1 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M- Engineering REVISION NO. # 1 Project: FILE COPY DArmlt No. M- Engineering, Inc. Project Revision Summary ISSUE DATE: 01 -04 -11 Michael Kors — Southcenter Mall, Tukwila, WA Store No: Dwg. Date: 01 -04 -11 Project No: 10421114 r Architectural Changes (A) p Building Department Comments (B) r Landlord Comments (L) r Owner's Changes (OC) r Other (0): (Insert Description Here) Item No. Reference Document Comments 1. P -100 1. Revised the plumbing plan, stack and riser to reflect the addition of a reduced pressure backflow preventer including manufacturer, model number and size. 2. Added additional notes to further address the installation of the reduced pressure backflow preventer. 3. Included cut sheets for the reduced pressure backflow preventor. 2. SP -100 1. Revised floor plan to reflect the use of a concealed head at the storefront closet area where gyp board ceiling has been added. CORRECTION LTR #� ICOEVIEWED FOR DE COMPLIANCE APPROVED JAN 192011 City of Tukwila BUILDING DIVISION ?C7 tO- UO3 Page 1 of 1 RECEIVED JAN ' Q 2011 TUKWILA PUBLIC WORKS RECEIVED JAN 13 2011 PERMITCENTER DOH-Approved Backflow Prevention Assemblies Orientation Key DC, DCDA, RP, RPDA (VD) (VUVU) x-1 (VU) (VUVD) (VDVU) (VDVD) �-I (HVD) `.j 1 Sample I Key (H) Horizontal (D) Down (V) Vertical (U) Up (VDVU) --� — I Shutoff Valve I` Inlet- Vertical flowing down Outlet- Vertical flowing up ,---. Air inlet Valve 1 Ilir + I 1 J „�–� _ Direction of Flow 06E -3 ELa /ZOOd ZE6 -1 S99ELEii90Z Pop /s5fsocnorignd -W0d3 LS i�L LL ii0 -L8 Reduced - Pressure Principle Assemblies Model Size Orienta - tion(s) USC Manual Edition Date Approved Date Renewed Shutoffs Spare Parts Only Notes Page 90 Watts (continued% ;909PCHWMIQT_ ': : :. :2 :- .. ` , : H .: ` :: ` :8 :.::> _:. 2- Feb - 1995.'. : 2- Feb -2004. ( vv),xx...:. ". 909PCHWQT 3/4 H 8 2 -Feb -1995 2 -Feb -2004 ( vv),xx 909PCHWWQT,: _':. ..`< `.1::.: _ :.H :'- ::: := `'8: :. 2- Feb - 1995 2 -Feb -2004: .( vv),xx . 909PCMIQT 1114 H 8 2- Feb -1995 2 -Feb -2004 (w),xx 909PCMIQT : _. . 1.112: :::. H: :` 8 " 2- -Feb -1995: 2 -Feb -2004. .(vv),xx .: 909PCMIQT 2 H 8 2- Feb -1995 2 -Feb -2004 (w),xx 909PCQT: : ::...::... <.. 3/4. H: ..:.: : 9 :: 9- Oct-1998.: 9-Oct: 2004 (Vv),xx .. cc 909PCQT 3/4 VU 9 9 -Oct -1998 9- Oct -2004 ( vv),xx dd cc 909PCQT .:: 1' H, : ::.. 9 : :: 9- Oct -1998 9- Oct - 2004.. .( vv),xx 909PCQT 1 VU 9 9- Oct -1998 9 -Oct -2004 (vv),xx cc :909QT :3/4 H- .: 4 ' 18- Jun -1998. 18- Jun -2004 "(w), ee , 909QT 314 VU 9 18- Jun -1998 18 -Tun -2004 ( vv),xx ff 909QT ._. :. " .. :" : 1 H .:. ..J 9 : " -: . 18 -Jun -1998 1:8- Jun - 2004 : ( vv),xx ee 909QT 1 2 1/2 : VU 9 _ H:: ; 8 _ = 18- Jun -1998 .: 15- Oct -1990 18 -Jun -2004 :. :I'5 -Oct - 2005'. ( vv),xx (ww),fiff,8gg8 ff 909QTFDA " :.:: 909QTFDA 3 H 8 , 15- Oct -1990 15 -Oct -2005 (ww),ffff,gggg 909QTFDA 4. :'- H ... :- 8 _ . 15- Oct -1990 15- Oct =2005 (ww ),ffff,gggg 909QTFDA 6 11 8 15- Oct -1990 15- Oct -2005 (ww),f ff.ggg8 9I9AQT..- - . 3/4 ..:, :VUVD ,::. >.; :9: : :..14Jun- 2006" :: - ::: ._:.(vvv), hhhh.: 9I9AQT 1 VUVD 9 1 -Jun -2006 (vvv), hhhh 919AQT :.:. 1.1/4 :.VCND.. :: 9 5-Sep-2006 =: -:. ' . (vvv), hhhh 9I9AQT 1 1/2 VUVD 9 1- Jun -2006 (vvv), hhhh 9I9AQT 2 VUVD :: :: 9 :: 1 -Jun= 2006..:: .. .: , .: (vyv.), : 9I 9QT " 3/4 H 9 14 -Jun -2006 (vvv), hhhh 919QT ' 3/4 .: ' :: VD :: ; . ;: 9 : ' .: 30 -Aiig -2006 .:.::. (viw); hhhh ■ Washington State Department of Health - September 2006 Page 76 of 107 pop /ssom uctrid -WOd3 —3 w N mcC_. cTrn /RWad ES -909S For Health Hazard Applications Job Name kb CA4 0,g S Job Location 44-fr ee,,, Z- Alo /rte /4-1#, ti-44 Approval Engineer --DAt‘i`a G°f''�E7-- Contractor's P.O. No Approval Representative Contractor Series 909 � gP4c' 3/¢ zi Reduced Pressure Zone Assemblies 909 Sizes: 3/4 ", 1" (20, 25mm) 909M1 Sizes: 11/4 ", 11/2 ", 2" (32, 40, 50mm) Series 909 Reduced Pressure Zone Assemblies are designed to provide superior cross - connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, includ- ing health hazard cross - connections in plumbing systems or for containment at the service line entrance. With its exclusive, design incorporating the patented "air -in /water -out" principle it provides maximum relief valve discharge during the emergency conditions of combined backsiphonage and backpressure with both checks fouled. Model 909QT, standardly furnished with full port, resilient seated and bronze ball valve shutoffs. Sizes 3/4" and 1" (20 and 25mm) shutoffs have tee handles. Features • Modular design • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) installation • No special tools required for servicing Model 909M1 QT -S 11/2" (40mm) Supply Pressure Channel to Relief Valve Relief Valve Specifications Assembly A Reduced Pressure Zone Assembly shall be installed at each cross - connection to prevent backsiphonage and backpres- sure of hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage protection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The assembly (specify Model 909 for temperatures up to 140 °F (60 °C) or Model 909HW for temperatures up to 210 °F (99 °C)) shall meet the requirements of ASSE Std. 1013; AWWA Std. C- 511 -92 CSA B64.4; FCCCHR of USC Manual Section 10. Listed by IAPMO (UPC). SBCCI (Standard Plumbing code). The assembly shall be a Watts Regulator Company Series 909QTS or 909QTSHW. Ball Valve Test Cocks Second Check Module Assembly Water Outlet Air Inlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. R.P.Zone Watts product specifications in U.S. customary units and metric are approrumate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. WWATrS® Models Suffix C &T Cap and tether test cocks PC Internal polymer coating QT Quarter -turn ball valves S Bronze strainer HW Stainless steel check modules for hot and harsh water conditions Without shutoff valves Locking ball valve handles (open position) Inlet/outlet fire hydrant fitting (2" only) LF LH HC Prefix C U FAE Clean and check strainer - 3/4" and 1" (20 and 25mm) only Union - 3/4" and 1" (20 and 25mm) only Flanged adapter ends - 11/4", 11/2", 2" (32, 40, 50mm) only NOTE: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. Materials Body: Check Seats: Relief Valve Seats: Test Cocks: Bronze 909 Celcon® Stainless steel 909HW Bronze Celcon is a registered trademark of Celanese, Limited Connections 3/4" —1 " (20 — 25mm) 909 -NPT Female threaded body connection 11/4" — 2" (32 — 50mm) 909 -M1 -NPT Male threaded body connection Standards AWWA C- 511 -92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Approvals Listed by IAPMO Listed by SBCCI *Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Horizontal and vertical "flow -up" approval on 3/4" (20mm) and 1" (25mm) sizes (models 909QT, 909PCQT, and U9090T). c us O 1013 B64.4 Pressure — Temperature Temperature Range: 33 °F —140 °F (0.5 °C — 60 °C) continuos, 180 °F (82 °C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series 909HW: Temperature Range: 33 °F — 210 °F (0.5 °C — 99 °C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air -in /water -out diagram, the right -hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air - in /water -out principle to stop potential backflow. Patent# 4,241,752 Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. *909EL series elbows are for air gaps on backflow preventers in vertical installations. A Series 909AG Air Gaps B 909 DRAIN OUTLET DIMENSIONS WEIGHTS Iron Body Sizes Sizes A B No. Desc. in. mm in. mm in. mm in. mm lbs. kg. 909 -AG -C Air Gap 3/4,1 20,25 1 25 3'/4 83 4' /s 124 V/z .7 909 -EL -C Elbow* 3/4,1 20,25 — — 23/s 60 23 /e 60 3/e .2 909 -AG -F Air Gap 1'/4 -2 32 -50 2 50 43/4 111 63/4 171 31/4 1.5 909 -EL -F Elbow* 11/4 -2 32 -50 — — 35 /e 92 35 /a 92 2 .9 Capacity As compiled from documented Foundation for Cross - Connection Control and Hydraulic Research of the University of Southem Califomia lab tests. kPa psi 110 83 55 28 3/4" (20mm) 6 8 4 0 5 10 15 0 19 38 57 5 7.5 10 1.5 2.3 11 0(32mm) kPa psi 20 76 25 30 95 114 133 Ipm 15 20 fps 4.6 6.1 mps 35 gpm 138 2C 103 1 69 1 35 Cf 0 0 20 30 40 50 60 70 80 90 100 gpm 0 38 76 1 4 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 20 fps 1.5 2.3 3.0 4.6 6.1 mps kPa psi 138 2 103 1 69 1 35 kPa psi 138 20 103 15 69 10 35 5 1" (25mm kPa ps 138 2( 103 1 69 1 35 * 2" (50mm) 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 5 7.5 10 11/2" (40mm) * 15 20 fps 5 0 10 20 30 40 50 60 70 80 90 100 gpm 0 38 76 114 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 fps 0 25 50 75 100 125 150 175 200 gpm 95 190 285 380 475 570 665 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps SIZE (ON) A in. mm As in. mm B in. mm Suffix HC - Fire Hydrant Fittings dimension "A" = 233/4" (603mm) c in. mm DIMENSIONS D in. mm in. mm Es in. mm in. mm in. mm WEIGHT OT OT -S lbs. kgs. lbs. kgs. *909QT, 909QT -S Dimensions 3/4" 1" 143 15% 365 391 181A6 19% 459 498 83/4 83/4 222 222 4 4 102 102 43/4 43/4 121 121 63/4 7 171 178 103A6 11 259 279 75/6 75/16 186 186 3% 3% 98 98 14 15 6.4 6.8 15.6 17.5 7.1 7.9 11/4"M1 1812 470 237As 595 11% 295 51/2 140 61 165 71/2 191 123/6 310 103/6 264 51/4 133 40 18.1 42.8 19.4 11/2"M1 19 483 243/8 619 11% 295 51 140 6' 165 71/2 191 12%6 321 103/6 264 51/4 133 40 18.1 44.0 20.0 2 "M1 191 495 251518 659 11% 295 51/2 140 612 165 73/4 197 1315/6 354 103/8 264 51/4 133 40 18.1 47.4 21.5 *U909QT Dimensions - with integral body unions (Prefix "U ") 3/4" 1" 14% 371 15% 397 19' /s 484 83/4 222 20'5As 532 83/4 222 4 102 43/4 121 4 102 43/4 121 63h 171 7 178 103A6 259 11 279 75A6 186 75A6 186 3% 98 3% 98 14 6.4 15 6.8 15.6 7.1 17.5 7.9 *FAE909QT - Dimensions with flanged adapter ends (Prefix "FAE ") 1'/4" 1'/2 2" 19 483 193/4 502 21 533 24Y 622 261/2 664 28% 721 11% 295 11% 295 115/2 295 5'/2 140 5' 140 5'/2 140 6'/2 165 6'/2 165 6'/2 165 7'h 191 7'/2 191 73/4 197 123A6 310 125/2 321 1375/6 354 10% 264 103/8 264 103/8 264 5'/4 133 5'/4 133 5'/4 133 40 18.1 40 18.1 40 18.1 42.8 19.4 44.0 20.0 47.4 21.5 Subscript `S' = strainer model For additional information, visit our web site at: www.watts.com VOWATTS M9001 -2000 CERTIFIED A Watts Water Technologies Company USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca ES -909S 0927 © 2009 Watts • fit;, o, f Tukwila De December 22, 2010 Jim Haggerton, Mayor art ent of Community Development Jack Pace, Director Scott Daves Permits Today 140 S Lake Av — Suite 323 Pasadena, CA 91101 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -163 Michael Kors — 515 Southcenter Mall Dear Mr. Daves, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. The Building Department has no comments at this time. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PG10 -163 W:\Permit Center\Correction Letters\2010\PG10 -I63 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 3, 2010 PROJECT: Michael Kors 515 Southcenter Mall PERMIT NO: PG 10 -163 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Note on drawing no. P -100 above the Riser Diagram calls for installation of a Reduced Pressure Backflow Preventer on the water service within the Michael Kors space. Please specify size, make and model number of the proposed backflow. Show a location diagram how this backflow is going to be installed. Submit RPPA backflow cut sheet and circle the backflow that is going to be installed. Make sure that the backflow is from the WA State Department of Health Backflow Prevention Assemblies Approved for Installation in Washington State list. W:Other /Joanna /PG10 -163 PERMITO3ORDCM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -163 DATE: 01 -13 -11 PROJECT NAME: MICHAEL KORS SITE ADDRESS: 515 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division le-tA cibS /Q `^ C Public Works Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 11.1 Incomplete n 1 DUE DATE: 01-18-11 Not Applicable 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 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -15 -11 Approved Approved with Conditions Not Approved (attach comments) n 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 � AERMIi COORD COPYO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -163 DATE: 11/30/10 PROJECT NAME: MICHAEL KORS SITE ADDRESS: 515 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �u`Tding'Division ! J k t v\ PtYl�t'ic Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 12/02/10 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: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 12/30/10 DATE: Permit Center Use Only 1 l CORRECTION LETTER MAILED: 1.)---)-11-- I0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: tve. Documents/routing slip.doc 2 -28 -02 City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG 10 -163 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Michael Kors Project Address: 515 Southcenter Mall Contact Person: cs bP,V t Phone Number: - (,02. ) S$E 2' Summary of Revision: RECEIVED JAN 13 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revi irj� Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I—\3' I \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prrier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company WESTERN MECH CONTRACTORS INC 2065713810 1911 Sw Campus Dr #321 Federal Way WA 98023 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602783210 Active WESTEMC919QL Construction Contractor 11/13/2009 1/15/2012 General Unused ociated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTEMS921BG WESTERN MECHANICAL SYSTEMS INC Construction Contractor General Unused 1/7/2008 1/7/2012 Active KDMECI'008CJ K & D MECHANICAL INC Construction Contractor Heating /Vent /Air- Conditioning And Refrig (Hvac /R) Unused 2/11/2000 2/21/2012 Active PATRIGI927BN PATRIOT GROUP INC, THE Construction Contractor General Unused 1/15/2008 1/15/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date KACSO, OTTO President 11/13/2009 Amount KACSO, TRACI Secretary 11/13/2009 GPL488883500 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 CBIC 513406 11/13/2009 Until Cancelled $12,000.00 07/29/2009 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 2 CO STEADFAST INS GPL488883500 03/18/2010 03/18/2011 $1,000,000.00 03/16/2010 1 Seneca Insurance Company Inc SGL3100320 11/13/2009 03/18/2010 $1,000,000.00 07/29/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 02/07/2011 Er R AT E PERMIT RLQU RED FOR: diecbanical Collectricai 0 Plumbing Las Piping City of Tukwila BUILDING DIVISION A "o roan REVISIONS changes shall be made to the scope of work without prior approval of Tukwila Building Division. R$ViS18l1S will and may include additional Plan review flee FIB. COPY �ItNo.. GI�� (�3 Plai renew approval Is subject to am and om ions. Approval of construction documents Wes not authorize the v odation of any adopted cote or ordinance. Receipt oi approved Field ► and , , , , ; , ,_ is acknowledged: BY Data: 2 c ( City Of ibbvits 'WILDING !NISI WATTS 909QT, 3/4" REDUCED PRESSURE BACKFLOW PREVENTER FLOOR DRAIN TO BE MOUNTED DIRECTLY UNDER REDUCED PRESSURE BACKFLOW PREVENTER. A WATTS 909 —AG —C SHALL BE INSTALLED. RELIEF TO BE PIPED DOWN TO FLOOR DRAIN WITH A 2" AIR GAP. S OJ(ROOM WATER COOLER — G.C. TO PROVIDE SUPPLY LINE (5/8" DIA. MAX.) FROM NEAREST EXISTING C.W. LINE IN THE SPACE. PLUMBING PLAN 1 /4" =1' -0" FCO 1 1/2" 1/2" TO TP. STACK NTS 3/4" FURNISH AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTOR ON THE WATER SERVICE WITHIN THE SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER PIPING SERVICE. REDUCED PRESSURE BACKFLOW PREVENTOR SHALL BE AS MANUFACTURED BY WATTS MODEL #909QT, SIZE -3/4 ". FURNISH WITH WATTS AIR GAP MODEL #909 —AG —C. WHA 3/4" TP 3/4" 1/2" TO ED. 3/4" WC WATTS 909QT, 3/4" REDUCED PRESSURE BACKFLOW PREVENTER �/ WITH WATTS 909 —AG -C AIR GAP. RELIEF WITH AIR GAP TO BE PIPED DOWN TO FLOOR DRAIN DIRECTLY BELOW WITH ANOTHER 2" AIR GAP. AIR GAP RISER 3 11 L FINISHED FLOOR COLD WATER STOP VALVE p---J—BOX (BY ELEC. CONTRACTOR) 1 WATER HEATER SCHEMATIC NTS PLUMBING CODED NOTES 0 ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINE. ETC. SHALL BE OFFSET BELOW PLATFORM AND CONCEALED IN WALL ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. 0 CONNECT NEW SANITARY LINE INTO THIS SPACE'S EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION OF SANITARY MAIN PRIOR TO BIDDING. INSTALL CLEAN OUT AT CONNECTION TO LANDLORD'S MAIN AND COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO MATCH FLOOR FINISH WITH CONSTRUCTION MANAGER. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. 0 CONNECT NEW VENT LINE FROM PLUMBING FIXTURES INTO THE EXISTING VENT LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING VENT LINE PRIOR TO BIDDING. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. ® CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER LINE. NOTIFY CONSTRUCTION MANAGER IF TAP IS SMALLER THAN SHOWN ON RISER DIAGRAM. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. O5 FURNISH AND INSTALL WATER HAMMER ARRESTORS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTORS TO BE LOCATED IN AN ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS ARE ACCEPTABLE. © ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. VERIFY ALL CONDITIONS IN THE FIELD BEFORE BIDDING. PLUMBING FIXTURES (HANDICAP) WC WATER CLOSET — AMERICAN STANDARD "CADET" MODEL #2377.100 ELONGATED BOWL, TANK TYPE, WATER SAVER (1.6 GAL PER FLUSH), VITREOUS CHINA 17" HIGH TO MEET HANDICAPPED REQUIREMENTS WITH WHITE OPEN FRONT SEAT COVER AND CHROME TRIP LEVER FLUSH. FURNISH WITH 1/2" CHROME SUPPLY STOP. LAV LAVATORY — AMERICAN STANDARD "ROXALYN" MODEL #0195.073, 20 "x18" WALL HUNG LAVATORY. FURNISH WITH ZURN ZR1231 —WSV CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS AND CHROME P —TRAP FOR WHEELCHAIR USE. INSTALL CHICAGO #797 -665 SELF CLOSING FAUCET W/#665 PUSH HANDLES, E -12 2.5 GPM AERATOR AND POP —UP DRAIN. INSULATE P —TRAP AND SUPPLY LINES WITH 1/2" ARMAFLEX OR EQUIVALENT. MOUNT AT HEIGHT AS DIRECTED BY ARCHITECT. WH WATER HEATER — CHRONOMITE "INSTANT —FLOW" MODEL "SR -20L, 4160 WATTS, 208V., 1 PH. 20A BREAKER. TEMPERATURE RISE OF 5T F. @ 0.5 GPM FLOW RATE. FCO FLOOR CLEAN OUT — ZURN MODEL #Z -1400 "LEVEL TROL" ADJUSTABLE, DURA — COATED CAST —IRON BODY, WITH GAS WATERTIGHT ABS TAPERED THREADED PLUG, AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO FINISHED FLOOR. EQUALS BY J.R. SMITH OR WADE. WHA WATER HAMMER ARRESTER — SIOUX CHEIF 750 SERIES OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. FD FLOOR DRAIN — ZURN MODEL #Z -415, 3" PIPE SIZE WITH TYPE "B" POLISHED NICKEL BRONZE STRAINER. (PROVIDE WITH TRAP PRIMER IF REQUIRED BY CODE OR SHOWN ON DRAWINGS) EQUALS BY J.R. SMITH OR WADE, TP TRAP PRIMER — PRECISION PLUMBING PRODUCTS, INC. MODEL #P2 -500 WITH ADJUSTABLE FLOW RATE, INTEGRAL VACUUM BREAKER AND INTEGRAL BACKFLOW PREVENTER. MOUNT IN AN ACCESSIBLE LOCATION PER MANUFACTURERS PRINTED INSTRUCTIONS. NOTE: THE APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED IN THE ORIENTATION FOR WHICH THEY ARE APPROVED AND INSTALLED IN A MANNER THAT FACILITATES THEIR PROPER OPERATION, MAINTENANCE, INSPECTION, IN —LINE TESTING (AS APPLICABLE), AND REPAIR USING STANDARD INSTALLATION PROCEDURES ACCEPTABLE TO THE DEPARTMENT SUCH AS THOSE IN THE USC MANUAL OR PNWS —AWWA MANUAL; ENSURES THAT THE ASSEMBLY WILL NOT BECOME SUBMERGED DUE TO WHEATER RELATED CONDITIONS SUCH AS FLOODING; AND ENSURES COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS. REVIEWED FOR CODE COMPLIANCE 4PDrrnvED JAN 194JH City of Tukwila BUILDING DIVI,sION ?GIol b3 CORRECTION RECEIVED JAN 13 2011 PERMIT CENTER FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T 5 C • D E S I G 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com N R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626- 585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM ft REVISED PER DOB COMMENTS Q TSC th T S C• D E S I G N 15a n n versa r� Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MYSUPERVJS ON,.AND11DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT. WHICH DOES NOT BEAR MY SEAL Drawing Title: PLUMBING PLAN Project No: 10421114 Drawn By: CAH Checked By: TY Scale: AS NOTED Permit #: D10 -322 Drawing Number P 103 30 of 36 OC 0 trr tie) OP OP IF H.C. FITTING ROOM Oc n r\ n C\ r .D I 1001 STOCKROOM OP OC SALES ICI ci-mf' cam s SALES -- OC O C SALES Oc SALES ll r I pya OC Ara SALES 0 Oc 0 Oc SPRINKLER PLAN 1/4"=v-o" SPRINLER NOTES: 1 THE INTENT OF THIS PLAN IS TO INDICATE THE GENERAL LAYOUT OF THE SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS AND TYPES OF HEADS USED. HEAD LOCATIONS TO ALIGN WITH LIGHT FIXTURE GRID, ADD HEADS AS REQUIRED TO ALIGN TO OWNER'S CONSTRUCTION MANAGER'S APPROVAL 2 FIRE PROTECTION CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL OBSTRUCTIONS INCLUDING: PIPING, STRUCTURAL STEEL, CONDUIT, DUCTWORK, EQUIPMENT AND MISCELLANEOUS ITEMS BEFORE INSTALLATION OF SPRINKLER. SYSTEM TO AVOID INTERFERENCES. 3 FABRICATION, ERECTION AND TESTING OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH OWNERS GENERAL REQUIREMENTS, N.F.P.A. #13, 24, 231 & 231C,AND LOCAL CODE & AUTHORITIES. 4 FIRE PROTECTION CONTRACTOR SHALL MAKE ALL DRAWINGS, SUBMITTALS, TEST CERTIFICATE SUBMITTALS AND PAY ALL REQUIRED FEES TO THE OWNERS INSURING AGENT AND LOCAL AUTHORITIES FOR REQUIRED PERMITS. FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF CONNECTION TO FIRE UNE INSTALLED, LOCATION OF ALL INTERFERENCE'S NOT SHOWN ON. THESE DRAWINGS, AS WELL AS LOCATION TO INSTALL INSPECTOR'S TEST STATION, HOSE CONNECTIONS AND FIRE DEPT. SIAMESE CONNECTION. 6 LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY THE TENANT TO MODIFY, INSTALL SYSTEM AND PREPARE CONTRACT DOCUMENTS FOR CODE AND LANDLORD'S INSURER APPROVALS. ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE EMPLOYED BY THE MECHANICAL CONTRACTOR TO PERFORM ALL SPRINKLER SYSTEM MODIFICATIONS. 10 SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE FED BY ROUTING LINES DOWN FULL HEIGHT WALLS AROUND PERMIETER OF DECK. FULL OPEN CLEARANCE OF STORAGE DECK IS TO BE MAINTAINED. SPRINKLER DESIGN CRITERIA: • SRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13 AND APPROPRIATE FM GLOBAL DATA SHEETS TO DELIVER A MINIMUM DENSITY OF 0.15 GPM /SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE 2500 SQ. FT. FOR RETAIL AREAS AND 0.20 GPM /SQ. FT. OVER THE MOST REMOTE 3000 SQ. FT. FOR STORAGE AREAS. • WHERE STORAGE HEIGHTS EXCEED 12 FT. OR PLASTICS WILL BE STORED, SYSTEM SHALL BE IN ACCORDANCE WITH FP DATA SHEET 8 -9. • FM GLOBAL SHALL BE CONTACTED FOR DESIGN CRITERIA WHERE ROLLING SHELF UNITS OR SOLID SHELF RACK STORAGE IS USED. ALL PIPING SHALL BE SCHEDULE 40 BLACK STEEL THREADED FOR PIPING 2" AND SMALLER. • PIPING LARGER THAN 2" SHALL BE SCHEDULE 40 BLACK STEEL THREADED OR SCHEDULE 10 BLACK STEEL ROLL GROOVED. • THREADABLE LIGHT WALL PIPING SHALL NOT BE USED. • SYSTEM COMPONENTS SHALL BE UL— LISTED AND FM— APPROVED. • SOFFITS WITH 8" OR GREATER DIFFERENCE MUST HAVE ADDITIONAL SPRINKLER HEADS. • ANY SMALL ENCLOSED SPACES WITH ELECTRICAL EQUIPMENT MUST HAVE A SMOKE DETECTOR. SPRINKLER VALVE MUST BE LABELED AS "SPRINKLER VALVE" WITH TENANT NAME AND SPACE NUMBER ON A RED BACKGROUND WITH WHITE LETTERS. SEPARATE PERMITAND APPROVAL REQUIRED ¥&1O1 (03 SPRINKLER LEGEND SYMBOL TYPE O C CONCEALED SPRINKLER HEAD O P PENDANT SPRINKLER HEAD TSC 02 FIRE SPRINKLER SYSTEM FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY STANDARDS AND LOCAL CODES. FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR TO BUILDING DEPARTMENT BEFORE WORK COMMENCES. REFER TO SPECIFICATIONS FOR PRE SUBMITTAL INFORMATION. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. MICHAEL KORS WESTFIELD SOUTHCENTER 515 Southcenter Mall Tukwila, WA 98188 T S C• D E S 1 G N 275 Seventh Avenue, 19th Floor New York, NY 10001 T:212.213.4595 F:212.213.8237 www.tscdesign.com R.H. (Hank) Sweers 11 Architect Architect of Record 11327 Mackey, Overland KS 66210 M- Engineering MEP ENGINEER 750 Brooksedge Blvd. Westerville, OH 43081 Phone: 614- 839 -4639 Permits Today. EXPEDITOR 140 So. Lake Avenue, Suite 323 Pasadena CA 91101 Phone: 626 -585 -2931 Hennessy Design LLC LIGHTING DESIGNER 67 W. 109th Street New York, NY 10025 Phone: 888.358.6368 No. Date Issues and Revisions By 01 10.08.10 ISSUED FOR SCHEMATIC SET TSC 02 10.22.10 ISSUED FOR TC's REVIEW TSC 03 11.05.10 ISSUED FOR BID / FILE TSC 04 01.04.11 ADDENDUM fl REVISED PER DOB COMMENT'S Q TSC 5 C• D E 5 1 G N 15a th T n n versa r Celebrating 15 years of excellence Registration and Signature: THIS DRAWING PREPARED UNDER MY SUPERVISION, AND I DISCLAIM ANY RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION ELEMENTS, SITE CONDITIONS, OR ANY DOCUMENT WHICH DOES NOT BEAR MY SEAL g RECEIVE JAN 13 2011 PERR:T CENTER Drawing Title: SPRINKLER PLAN Project No: 10421114 Drawn By: CAH Checked By: TY Scale: AS NOTED Permit #: D10 -322 Drawing Number P -100 31 of 36