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HomeMy WebLinkAboutPermit PG08-028 - WESTFIELD SOUTHCENTER MALL - AERIEAERIE 2656 SOUTHCENTER MALL PGO8-028 Parcel No.: Address: Suite No: Cityabf 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 PLUMBING /GAS PIPING PERMIT 6364200010 2656 SOUTHCENTER MALL TUICW Permit Number: Issue Date: Permit Expires On: PG08 -028 04/14/2008 10/11/2008 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: AERIE 2656 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA SCOTT DAVES 140 S LAKE AV, STE 323 , PASADENA CA NORTHWEST PLUMBING SYSTEM LLC 9900 SW SATTLER ST , PORTLAND OR Contractor License No: NORTHPS922B3 Phone: Phone: 626 585 -2931 Phone: 503 806 -4795 Expiration Date: 01/23/2010 DESCRIPTION OF WORK: INSTALLATION OF COMPLETE PLUMBING SYSTEM INCLUDING A REDUCED PRESSURE PRINCIPLE ASSEMBLY. Value of Plumbing /Gas Piping: Fees Collected: $9,000.00 $211.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 1 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 1 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 1 Gas Piping 0 Gas piping outlets (0 -5) 0 1 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -028 Printed: 04 -14 -2008 City AP Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG08 -028 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Permit Center Authorized Signature: Date: 02411414 I hereby certify that I have read and e a ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied th 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 w k. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: L( Date: l ( 1 - D�J Print Name: \ 'e'C W\ 3 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 -10/06 PG08 -028 Printed: 04 -14 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: AERIE • 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 PERMIT CONDITIONS 2656 SOUTHCENTER MALL TUKW Permit Number: Status: Applied Date: Issue Date: PG08 -028 ISSUED 02/04/2008 04/14/2008 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: 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. * *continued on next page ** doc: Cond -10/06 PG08 -028 Printed: 04 -14 -2008 • 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 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 construction or the performance of work. Signature: Date: 1 ( 1 0 Print Name: A vhf ordinances governing or local laws regulating doc: Cond -10%06 PGOS -028 Printed: 04 -14 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.lulcwila.wa.us Building Permit No. 17 2 p/ AitMechanical Permit No. ' 02� Plumbing /Gas Permit No. ?kin Public Works Pe P0� 0 (For office use only) Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ( King Co Assessor's Tax No.: Site Address: (IV L c7 k✓Wd61,, ac56 Tenant Name: Ile vi'� Property Owners Name :_ //t/4 ;'1! r(C:i104 Mailing Address: //r,e , it) pm, t Pity t-, --0 0( 0 Suite Number: .1 LA 4, New Tenant: Floor: -- Yes ❑ .. No City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued • Name: %U-t is (&', C. • — SC.A U(Ve$ Day Telephone: e.PA O 5d' Mailing Address: J W J - / Ii k+L / � t,�; L: 3 3 _ i;Sr444C t 4 '111" City E -Mail Address: ?c' Ir mi C6Z 1 ( del. CC)fl State Zip Fax Number: k414 007 G` 3 77 i GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: N' L-- Mailing Address: %G' (;it v L LC_ Contact Person: /5' 71 1 'Y t t'y a `t- E-Mail Address: hale- ( CC.i-strue 1 C-v1 • U S Contractor Registration Number: - it'9.1 6316 Li/ State Zip Day Telephone: �rr.S/ 1 a �' " I Fax Number: k SI ! 'i / % t=' '4 3 .3 Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: l C41►li ' i 1- it ' ,{r4fcm' �"t ct "i - Mailing Address: _ / _ let i 4 1 c. h ll t' a'� _ a` 1l t,A e,Gi Y(Z7 Cie) 036 '% City State Zip Contact Person: k el 6 tit) / Gi bVI r S Day Telephone: i rya' ///- A1.17 2 E -Mail Address: kE ?Gitt. ` Odei)h'Jt4• 1,)�4 Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: r iLe Ye- Contact Person: E -Mail Address: Q:Wpplications\Forms- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 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: o� Valuation of Plumbing work (contractor's bid price): $ q IDOL) Valuation of Gas Piping work (contractor's bid price): $ II !) Scope of Work (please provide detailed information): ln4 tU: �.,, (4. o• ( �±rls,Le pIu n,L, S7d .o,,,\ ) Building Use (per Int'I Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: rfuttI r- r Sewer: fflc 11 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 Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) i Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks Dental unit, cuspidor —_ Shower, single head trap Urinals_ Dishwasher, domestic, with independent drain Lavatory 1 1 Water Closet Building sewer or trailer park sewer _ Rain water system – per drain (inside building) Water heater and/or vent I Additional medical gas inlets /outlets – six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment ___ ( Repair or alteration of drainage or vent piping _ _ _ 1 _ Medical gas piping system serving one to five inlets /outlets for specific gas _ __ Q:\Applications\Fonns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable 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 O4I0R -OR AUTHORIZED AGENT: Signature:i_�j�it` Print Name: �.xLt {C /\ dtik- Mailing Address: 11-TJ Ina jr 11 f)-Y. Day Telephone: wa d'ial da---- City Date: i PS( 07 1,?: 141 7 74 /5.d;),,A State Zip Date Application Accepted: �� Bate Application Expires: ©� Staff Initials: /4--- ' Q:1Applications\Forms- Applications On Line\3 -2006 - Permit Application.dos Revised: 9 -2006 bh Page 6 of 6 SET RECEIPT RECEIPT NO: R08 -01171 Initials: JEM Payment Date: 04/14/2008 User ID: 1165 Total Payment: 3,594.88 Payee: NATIONAL BUILDING CONTRACTORS SET ID: 0325 SET NAME: AERIE SET TRANSACTIONS: Set Member Amount D08 -050 2,397.50 D08 -069 111.00 EL08 -107 541.20 M08 -025 369.18 PG0.8r'02 ;8 176.00 TOTAL: 2,397.50 TRANSACTION LIST: Type Method Description Amount Payment Check 36981 3,594.88 TOTAL: 3,594.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE 000/322.100 2,499.50 000.322.101.00.0 541.20 000/322.100 369.18 000.322.103.00.0 176.00 000/386.904 9.00 TOTAL: 3,594.88 ':".7.1..1 4.. 35r.; . 96 • 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: ht!p: //wwv. ci. tukwila. wa. us SET RECEIPT • RECEIPT NO: R08 -00314 Initials: JEM User ID: 1165 Payee: PERMITS TODAY LLC Payment Date: 02/05/2008 Total Payment: 1,880.11 SET ID: 0204 SET TRANSACTIONS: Set Member Amount D08 -050 1,555:78 D08 -069 69.23 EL08 -107 135.30 M08 -025 84.80 PG08 -028 35.00 TOTAL: 1,880.11 TRANSACTION LIST: Type Method Description SET NAME: AERIE Amount Payment Check 1811 ACCOUNT ITEM LIST: Description TOTAL: Account Code 1,880.11 1,880.11 Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000/322.100 000.345.832.00.0 000/345.830 TOTAL: .20 135.30 1,744.61 1,880.11 8098 02/05 9710 TOTAL:. 1080.11 nn, ArTIQ rc-na ae -eta; 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3(67 Project: H e.1/ E Type of Inspection: 4/4 / u Address: ;-- Date Called: Special Instructions: Date Wanted: 7- zz- c7 a.m. Requester: Phone No: ciMpproved per applicable codes. Corrections required prior to approval. COMMENTS: 1;2e.M i (43,-0 /A-rl9/ Date: 7-22- q j $.•s.00 REINSPECTION FEE R €QUIR . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Su' a 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ‘P' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P6 Q ?(.. Project: H- F() e t i/'dt/l f�l? cop OP 6-, „al.) Type of Inspection: p /!v t 42 , 5-1J1 Cade( ham/^4 4'D, Address: t^ ( ( Date Called: Special Instructions: / 1' Date Wanted: -7 — 1.1 OcC) [a._m: p.m. Requester: Phone No b ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: t i/'dt/l f�l? cop OP 6-, „al.) , C Qf 4- • r c/ rY 42 , 5-1J1 Cade( ham/^4 4'D, mf,C/, Ate'!c4.T Lh7ei CO4tie. lfec., O, J 3. Pao /sir" Ntt51 he cc.41 11407;it 1 an ex16'4,1 A1 / ;.. 4" ala 6 ,1/s / 1' Inspector: Date: y %eta p $60.0018 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: 14408- OW, 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Project: i f a IE Type f InspectiJ� K. c . rL..,• wi & Address: a(nsc. g. ci—vZ v-‘Il Date Called: ... Special Instructions: 5 .'1 a L' 1 'BS Date Wante a.m. Requester: Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: //1_ ,,/ oine5 t7G 1/2.6 a4 P /JL' 4124,-mitoci Inspector: Date: 7, g fl $58 iREINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: \() INSPECTION RECORD Retain a cop y with permit 4 °'2. INSPECTION NO. PERMIT NO. CITY ..-''' TUKWILA BUILDING DIVISION 63,00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of nspection: Address: Dat Called: Date Wanted: i ��� f A a.m. p.m. Special Instructions: Requester: Phone No: XApproved per applicable codes. El Corrections required prior to approval. COMMENTS: >*-L. tc* -6‘ %r*4 "STE 0 1C� Inspector: Date: 4.4 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD \) Retain a copy with permit OS 04Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Project: Pk `� Type6 de. �io Adrgss:5cor . - Date Called: Special Instructions: Date Wantedd �T zn 0.5 a.m. cp m� Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Nof to l f.5.1 ..) Inspecto • Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Kris' Backflow Testing 30813 8th Ave. S.W. Federal Way, Wa 98023 (253) 945 -6290 (206) 423 -5156 BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # NAME OF PREMISE Ail CS Commercitd' Residential ❑ SERVICEADDhrSS '706 50 c L-% CITY74 A/lItIP_� CONTACT PERSON _ )1� PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY (iv'Je U'L 1A�rn DOWNSTREAM PROCESS Db.erirst DCVA ❑ RPBAOVBA ❑ OTHER NEW INSTALL EXISTING �❑ PROPER INSTALLATION? YESONO ❑ MAKE OF ASSEMBLY <�l ./1 MODEL am 41 aSERIAL NO. A/oSDS SIZE , 3% INITIAL TEST PASSED DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO,1 CHECK VALVE NO.2 OPENED AT mil. 6 AIR INLET OPENED AT PSID CLOSED TIGI CLOSED TIGIMEr PSID #1 CHECK 62)q PSID LEAKED ■V LEAKED • PSID PSID DID NOT OPEN • AIR GAP OK? r FAILED • NEW PARTS AND REPAIRS CHECK VALVE HELD AT PSID LEAKED • CLEANED ❑ REPAIRED • TEST AFTER REPAIRS PASSED • CLOSED TIGHT • CLOSED TIGHT ❑ OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID CHK VALVE PSID #1 CHECK PSID FAILED • AIR GAP. INSPECTION: Required minimum air gap separation provided? Yes O No ❑ Detector Meter reading REMARKS: LINE PRESSURE PSI CONFINED SPACE? TESTERS SIGNATURE: CERT. NO. b3 704 DATE 7 e or TESTERS NAME PRINTED: Kris Jolley TESTERS PHONE # ( 253) 945 -6290 REPAIRED BY: FINAL TEST BY: License # So e CALIBRATION DATE ; • 14 I , GAUGE # 03060161 DATE CERT. NO. DATE MAKE MIDWEST MODEL 845-5 SERVICE RESTORED? YEeg NO ❑ 1 certify that this report is accurate, and 1 have used WAC 246 -290 -490 approved test methods and test equipment. FILE CO If lc ba 1,3 / '1- 0(-417 / v A` \SPA eE s-b ES -009 •n For Health Hazard Applications Job Name Job Location Engineer Approval - -- Contractor Approval Contractor's P.O. No Representative - - RECEIVED iLA FEB 19 2008 PERMIT CENTER Series 009 Reduced Pressure Zone Assemblies Bizet: 1/4" 3" (8 = 80mrn) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used 'in a variety of installations, including the prevention Of health hazard cross connections in piping systems or for con- tainment at the service line entrance. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. its compact modular design facilitates easy mainte- nance and assembly access. Sizes Ya`' = 1" (8 = 25rnm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of 'maintenance • Top entry = all internals immediately accessible • Captured springs for safe maintenance • Internal relief Valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" = 2" (8 = 50mm) • Fused epoxy coated cast 'iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2" (8 = 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure: The assembly shall con= list of an internal pressure differential relief valve located in a zone between two positive seating check modules with cap- tured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts: The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co: Series 009. 1-Does not indicate approval. status: Refer to Page 2 for approved sizes & models: ED FOR PLIANCE OVED MAR - 3 2008 Test Cock No 3 Ball Type Test Cocks Test Cock N� 2 First Check Module Assembly 2" 009M2OTHC – Test Cock No. 4 Second Check Module Assembly Relief Valve Assembly Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 9001 CERTIFIED VOWATT S® REGULATOR USA: 815 Chestnut St:, No. Andover, MA 01845 -6098; www.wattsreg.com Canada: 5435 North Service Rd., Burlington, ONT L7L 5H7; www.wattscanada.ca Watts product specifications in U.S. customary units and metric are approximate 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, spec cations, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. INCOMPLETE LTR #_ Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360' rotation 'A:" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet /outlet fire hydrant fitting (2" valve) Prefix: C - U - clean and check strainer �." - 1" (20 - 25mm) only union connections (see ES-U009) Available Models: 2'/2" - 3" (65 - 80mm) Suffix: NRS - non- rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U ('iz" - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2'r and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180 °F ( -3 °C - 75 °C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12 bar) and water temperature at 110 °F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AVVWA C511 -92 CSA B64.4 IAPMO File No. 1563. -f Does riot indicate approval status. See below for approved models. Approvals ASSE, AVVWA, CSA, IAPMO Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only) 21" and 3" (65 and 80mm) with OSY gate valves. MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A ' /4 " -1/2" 009, '/z 13 23/8 60 3' /B 79 .625 .28 3/4" 009M2/M3 909AG -C 3/4 " -1" 009/909, 1 25 31/4 83 4' /s 124 1.50 .68 1"-11/2" 009M2 909AG -F 1W -2" 009M1, 2 51 4% 111 6% 171 3.25 1.47 1'/4 " -3" 009/909, 2" 009M2, 4 "-6" 993 909AG -K 4 " -6" 909, 3 76 63/a 162 95 /B 243 6.25 2.83 8 " -10" 909M1 909AG -M 8 " -10" 909 4 102 73/s 187 11% 394 15.50 7.03 909EL -A '/4 " -' /z" 009, 3/4' 009M2/M3 - - - - - - - - 909EL-C 3/4 " -1" 009/909, - - 2% 60 23/a 60 .38 .17 ' 909EL -F 11/4" -2" 009M1, - - 3% 92 35 /a 92 2 .91 11/4" -2" 009/909, 2" 009M2, 4 "-6" 993 ' 909EL -H 2'/z"-3" 009/909 - - - - - - - - Vertical A B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009 ' /n" — 2" SIZE (ON) in. mm in. A mm in. 8 mm in. DIMENSIONS C mm (APPROX.) 0 in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT Ibs. kg. 1/4 8 10 250 45 117 33/9 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 3/8 10 10 250 45/8 117 33 /8 86 11/4 32 5' 140 23/9 60 21/2 64 5 2 1/2 15 10 250 4%s 117 33/s 86 11/4 32 512 140 23/4 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11/2 38 63/4 171 33 /is 81 23/4 70 6 3 1 25 163/4 425 51 140 3 76 21/2 64 912 241 33/4 95 3 76 12 5 11/4 32 173/9 441 6 150 31/2 89 21/2 64 113/2 289 4' /16 113 31/2 89 15 6 11/2 40 172/8 454 6 150 31/2 89 21/2 64 111/2 283 41/2 124 4 102 16 7 2 50 213 /8 543 71 197 412 114 3'/4 83 131/2 343 515 /c 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm DIMENSIONS (approx.) M N Nit in. mm in mm in. mm WEIGHT lbs. kgs. 2'/z 65 10 254 61/2 165 93/4 248 28 12.7 3 80 10' /s 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G -4000 Series QT — Ball Valves MODEL SIZE ON in. mm in. A mm in. C mm in DIMENSIONS D mm (APPROX.) E in. mm in. L mm in R mm in. U mm WEIGHT /bs. kgs. 009LF 21/2 65 — — — — 41 114 — — 181/2 460 — — 105 /s 270 76 34.5 0090SY 21 65 3314 845 151/2 403 41/2 114 16% 416 181/8 460 73/4 197 10% 270 166 75.3 009NRS 21/2 65 331/4 845 113/8 289 41/2 114 163 /2 416 181/2 460 73/4 197 105 /a 270 161 73.0 009QT 21 65 331/4 845 6 152 41/2 114 163 /2 416 181/s 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 181/9 460 — — 105 /8 270 76 34.5 0090SY 3 80 3414 87Q 181/2 470 412 114 165/9 422 181/2 460 83/4 222 105/8 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 41/2 114 165/2 422 181/8 460 83/4 222 10% 270 191 86.6 009QT 3 80 341/4 870 7 178 41/2 114 165/8 422 181/8 460 83/4 222 105/2 270 158 71.7 Capacity Performance as established by an independent testing laboratory. 1/4" (8mm) 009QT kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 OP O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 APP .25 95 *Typical maximum system flow rate (7,5 feet/sec., 2.3 meters/sec.) 11/4" (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 .60 .75 1.17 gpm 0 0 1.9 2.9 3 8 4.5 Ipm AP 0 0 3 /s" (10mm) 0090T kPa psi 172 25 138 20 103 15 69 10 25 .50 .75 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 1pm 1/2" (15mm) 0090T * 35 5 AP 0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 2.5 5 7.5 10 12.5 15 gpm 3 8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/4" (20mm) 009M3QT * 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm OP 07.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP p ES -009 0403 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 gpm 38 76 1 4 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 nips 2" (50mm) 009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 APO 20 40 60 80 100 120 140 76 152 228 304 380 456 532 5 7.5 10 1.5 2.3 3.0 21/2" (65mm) 009 160 180 200 gpm 608 684 760 Ipm 15 fps 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) 009 * 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm OP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps © Watts Regulator Co., 2002 Printed in U.S.A. • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -028 DATE: 02 -19 -08 PROJECT NAME: AERIE SITE ADDRESS: 2656 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTME TS: .�� / �2 • ilfin 'vision khKj lik)it ublc Wprk,)L A,05 Fire Prevention Structural Planning Division nPermit Coordinator n ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 02-21 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-20-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 HERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -028 DATE: 02 -04 -08 PROJECT NAME: AERIE SITE ADDRESS: 2656 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ublic Wor s 2 d e'i' -ti b 5 i d Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Th Complete n Comments: Incomplete .) DUE DATE: 02-05-08 Not Applicable Permit Center Use Only, , • - INCOMPLETE LETTER MAILED: 2-4O b LETTER OF COMPLTNESS 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: Approved Notation: Approved with Conditions DUE DATE: 03-04-08 Not Approved (attach comments) 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 • February 12, 2008 City of Tukwila Dept of Comm"unity Development. 6300 Southcenter Blvd Tukwila, WA 98188 RE: Aeries by AE Outfitters Retail Co SoutlhCenter Mall,Space 323 Please accept this letter as documentation of code compliance for issuance of a building permit. We feel these adjustments will meet your requirements. These changes will also be reflected on the `for construction drawings" located on site during construction. Corrections are marked with Delta 2 and clouded: Public Works = Joanna Spencerat: 1. We only install these items marked "if require" if the city code or landlord requires it be installed. We have removed "if required". 2. Please refer to the attached sheets showing the backflow information. Building :11 Buterbaugh: 1: Refer to I s.1 H/ :- a for mounting details for the 'transformer. 2. Transfor s : 45KVA one line — this has been revised If there are any ocher questions; please contact as at 818/999 -4272. Sincerely, Kenneth L Butts, AIA "Kenneth L. Butts Cc: Aerie by AE Outfitters Retail Co. 'REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON February 6, 2008 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Scott Daves Permits today, Inc 140 South Lake Avenue, Suite 323 Pasadena, CA 91101 Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG08 -028 Aerie — 2656 Southcenter Mall Dear Mr. Daves, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 4, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Public Works Department: Joanna Spencerat 206 431 -3678 if you have any questions concerning the following comments. 1. Provide explanation for "if required" related to vacuum breaker and 3/4" backflow. 2. Submit backflow cut sheets. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: PGO8 -028 P:\Permit Center\Incomplete Letters\2008\PG08 -028 Incomplete Ltr # 1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2/ ID $' Plan Check/Permit Number: Pia 6 8 -0 24 Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: A erg' Q Project Address: Z &s(. 644 )1-.111_e, /4 !/ 7'410Is? i / t L )4- 9 g /Or Contact Person: yes Phone Number: / —ADD - dieS — D $itp Summary of Revision: %See. aff"4ch r7ar(' ✓e carlC_T n l oz) p s e_ es !? Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by/ 4, Entered in Permits Plus on 0 \appliications\fonns- applications on linekevision submittal Created: 8 -13 -2004 Look Up a Contractor, Electr n or Plumber License Detail 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 NORTHPS922B3 Licensee Name NORTHWEST PLUMBING SYSTEMS LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602796235 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 9900 SW SATTLER ST Address 2 City PORTLAND County OUT OF STATE State OR Zip 97224 Phone 5038064795 Status ACTIVE Specialty 1 PLUMBING Specialty 2 UNUSED Effective Date 1/23/2008 Expiration Date 1/23/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date EVEN, MARC PARTNER/MEMBER 01/23/2008 Bond Amount 1 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC PF1018 01/11/2008 Until Cancelled $6,000.00 01/23/2008 Savings Information Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License =NORTHPS922B3 04/14/2008 FIXTURE SOIL or WASTE VENT TRAP 140T WATER COLD WATER Water Closet 4" 2' -- -- I/2' Lavatory 1 I/2" 1 1/2" 1 1/2' 1/2' I /2" Service Faucet -- -- — 1/2" I /2" Drinking Fountain 1 I/2" 1 1/2' I I/2" -- I/2" Mop Basin 4' 4" 4' 1/2' 1/2' Service Sink 2' 2" 2' 1/2' 1/2' (b) (c) G2. FIXTURE=S (a) (b) (c) (e) (f) (g) (c -3) (c - 4) (c —q) (c) (e) GENERAL _PLUMBING SPECIFICATIONS G1. MATERIALS (a) All materials shall be new and the best of their respective kinds, and a e shall conform to all standards or req}iiremert is governing ernin g the Sam , and shall be approved by Tenant's Construction Department before being installed. Where specific manufacturer or trade name is mentioned in the specifications, it is to establish a standard of quality. Substitution of other makes that may be judged equal by Tenant's Construction Department may be made only by its authority in writing, and must be made prior to time of bid. All materials shall be in accordance with code requirements aid as follows: (c -I) Domestic hot water lines and cold water lines shall be copper tubing with soldered fittings and adapters. Above ground copper pipe shall be hard temper Type L. Underground copper pipe shall be soft temper Type K. Use solder for comections underground. (c -2) Valves 2" and smaller shall be of brass body. Valves 2 -1/2" and larger shall have cast iron bodies and bronze stems and seats, brass trimmed, and may be either gate, or globe with Jenkins disc_ Type depends upon which is most suitable for the application_ Shut -offs shall be straightway finished brass compression stop and waste cocks. Valves and cocks shall be Apollo, Jenkins, Crane, Powell, Walworth, or approved equal, good for a working pressure of 125 psi. Valves shall be installed with union near same to permit easy removal. (c -5) Unions cn joints up to 2" diameter shall be BOO lb. Kewanee, Dart or Crane ground joint unions. Unions on pipe 2 -1/2" and above shall be standard companion flanges. Unions on copper lines shall be brass. Furnish and install Epco #5 isolating unions with Durabla gasket between runs of capper and steel pipe or equipment. Dielectric couplings are not permitted. (c -6) Si,il pipe aid fittings shall be service weight cast iron coated with asphaltum. (c -7) Waste and vent piping above ground shall be service weight cast iron or galvanized steel with recessed cast iron drainage fittings coated with asphaltum, or DWV copper. (c -8) Floor drains shall be Josan's 30000-Al Series or approved equal with 5' diameter CP brass strainer and C.I_ trap, or with 7" diameter CP brass funnel strainer and C.I. trap as indicated on the plans_ Note: Caulk and seal around perimeter. Cleanouts in floor shall be Joan 56000 Series or approved equal, set in locations as required. Cleanouts in areas receiving wood flooring shall be set flush with finished floor and shall have brass cover plates. (c -I0) Pipe sleeves shall be two pipe sizes larger than pipe, and shall be wrought iron through masonry walls or beams, and galvanized iron in all other locations. (c -II) Pipe hangers shall be expansion hangers with sectional rings_ Piping on wall shall be supported with standard hook plates. Spacing of hangers shall be as required_ (c -12) Escutcheons on piping through walls, floors and ceilings shall be adjustable type split CP brass except in service portions which shall be cast iron, plain finish. Fixtures shall be Class 'A vitreous china porcelain enameled cast iron as indicated in the Supplemental Specification and shall be unmarked, clear, smooth and bright, and shall be guaranteed not to crack, discolor, or scale. Fixtures, fittings and installation shall comply with ADA regulations. Fixtures shall be Kohler Co., as listed in the Supplemental Specification, Eljer, Elkay, Crane Ca., or approved equal. The rims, fronts, and all exposed parts of lavatories, urinals, service sinks, water closets, drinking fountains and other fixtures shall be covered art d protected with suitable guards aid building paper and such shall be maintained until completion of the work. (d) This protection shall be installed immediately at the time of setting the plumbing fixtures ail shall be removed only when directed by Tenant's Construction Department. The Plumbing Contractor shall be responsible for all damage to fixtures and shall make good any damage without additional cost to the Owner. The Plumbing Contractor shall install all fixtures complete, with all required water, waste and vent connections, together with all fittings, structural supports, faucets, valves and traps. All faucets shall have renewable units, seat and barrel. Faucets, exposed fittings, valves, etc., and exposed piping at fixtures shall be chrome plated brass. Pipe shall be brass pipe of standard iron pipe sizes, chrome plated aid fitted with chrome plated brass escutcheons of approved design_ GB. CHARACTER OF PIPE WORK (a) All soil and waste lines shall have a uniform drop of not less that 1/8' per foot. (b) All corrections to domestic hot Mater and cold water branches shall be taken ofF the mains with approved swing joints. Valve each branch at the main. Valve each group of fixtures. All exposed piping shall be installed neatly in straight lines parallel to the building lines and as close to the walls and ceilings as is consistent with good workmanship. All openings in pipes must be capped or plugged during the Construction. (d) The Contractor shall offset his work as directed in order to allow other Constrictors to install their work, to avoid interference with other piping or ducts, and to conceal the pipes more readily or to allow for greater head room under the pipes. All piping in finished rooms shall be concealed in ceilings, partitions, or chases where passible, and as directed. G4. PIPE INSULATION All domestic cold and hot water lines shall be covered with I" thick Fiberglass sectional pipe covering, with factory - applied jacket, or 3/5" thick Armaflex. Hot water supply and drain pipes under lavatories shall be similarly insulated. (b) Valve bodies and fitting the above covered lines shall be covered with I" thick molded glass fiber insulation wrapped firmly under compression 2:I with copper class wire. Finish with 8 oz. canvas jacket smoothly pasted on. Provide vapor barrier for lines. (c) Repair damage to present insulation where new connections have been made, in conformity with the above specifications. (d) All insulation shall be Owens - Coming, Certaintee, Manville or approved equal. (a) JOS SPECIFIC PLUMBING SPECIFICATIONS I 52. Furnish and install a hot and cold mixing service Faucet beneath the Lavatory. Faucet shall be a Kohler Model 4:11C-8906 Knoxford rough plated faucet with vacuum breaker, threaded spout, pail hook, and loose key integral stops. 53. HANDICAPPED WATER CLOSET (a) Water Closet shall be Kohlers 'ADA Nighline' #K- 3427, white vitreous china, bolt -an, syphon jet, elongated bowl with close coupled tank, anti syphon float valve, Srass Craft CS401DL supply kit, aid Bemis #1250TT solid plastic open seat with cover. (Acceptable eq by Eljer: Water Closet #Oq1 -3674, angle valve supply #802- 0225). 54. HANDICAPPED LAVATORY (a) Handicapped Lavatory shall be Kohlers #K -2032 'Greenwich', white vitreous china lavatory Fitted with a faucet as manufactured by T45 Brass 4 eronze Works, Inc. #13 - 0892 with 4" lever type control handles, goosen sck spout, aerator, and pop -up drain; 1 -1/4" IGA CP PTRAP LiC0 DCN DF. L3rasscraft CS400A Supply kit. Lavatory shall be drilled for a concealed arm cagier and provided with wall brackets. (Acceptable eq by Eljer: Lavatory #051 - 2644, 802 -0225 Angle Valves, 'P' trap #802 - 1100). (b) Lavatory to be wall mounted 29' above the floor to the bottom of SINK si nk. :4 i1 is ;-;h iss `0,a`s:vn' I:K -671 0 r .iC C: =fi t'aR i-i " �' r i.L'f71q;•'_ i, ?3�11:i 'ems :; F' ' i! ' . d rite •i f <; "F:' rour;h plow Pc i ot, wit ri � b... , a i 1 -r „ aid 1 4K-467i - 3 (a) r':_I..Ii`:'� it`s_.. •'. +�'s'.'rrlri {. {�i`'v ?::7 •••• i ?"�G 7. .. "'S;: the 1.i1'F 1; P :r: : it R-i Fi, ; ,.'Yln l:C ;a$,!;r ".' r • t c;ll , 1IYt-:rwr s; "4` Cir-e :b' .4!' I { ;L• ^ci. .1111 LAPiltreX LOT t Srii r.�al4 cc..:iit :. inc.,t -tl the i'ikM-r drain cT :. river: ii. i'L4„%cfl l::l'•,'J if !tis,;,Ul�'aea ih ?:;e ! 15!'sCii ?' k, -ii . n , t�.•1i•e1 i r.t, �.:.:• �: i , f: ±1:Y{: in. tel:. n tr,- G cq1 with 6ear4iit S4r-vir,,4 Sink 242 -0110, rim d - 0MO, fQtzet, #74 - P500, ;x'op 4 - I ). 1? i ,: yin s'-:rall b rnotZe4 S trom :gip iF'Si ;i i 4 D r.:x with ycc.ilvm per r"v� i � a it 1` ck, mil . rn -p hcrger, 57. HANDICAPPED DRINKING FOUNTAIN (a) Drinking Fountain shall be wall mounted, non - refrigerated, 43O4 stainless steel, with anti - splash ridge, integral strainer, bubbler with front push bar or lever handle and pressure regulator. Elkay Model #EDFP2I4C. 58. FIXTURE CONNECTIONS (a) Each fixture shall have a shut - off valve at the fixture, adjusted to prevent excessive pressure. (b) The size of piping enrriectians to fixtures shall be as follows: (c) These sizes era for short branches only; main lines shall be installed of the size ae indicated an the plans, or as required by State and local codes. 59. ELECTRIC WATER HEATER (a) »,•fit a_,:c C4a1 by El irlF 2424 FLUM3I Furnish and install in location as indicated on plan, A.O. Smith ( 1:11DEL -6s), Lochinvar ar approved copal glass lined, electric water heater, 6 gallon storage capacity, 1500 watt heater capacity, wired Far 115 volts, single phase, 60 cycle, A.G., complete with combination pressure and thermostatic relief valve piped to discha over 22' aluminum drain pan cr floor drain and all controls as required fora complete automatic system. 5;:r`"fi9h 43 it t4ii in '.23 pi('1, 4,jtr^dr, .zfl�t•a: i ±rt.II •= Y- J.:ii. �'f;t_ "� i tr nl {.i: o";f ll.�;�6:.r 'k �•.' ':i T .� 'C, '.ie:°':"ai f';' f�! ;1 { ,s, e - <{< 1c; E't`:n:, 4i.1 '!.• '. , i wli'k a an .., °i�F ij l . r .lie �?'; .YYt. ::.}u't rir..,L !;!':1 r... ;.t1i'a�r.'"!:I;�': fnc, : 2 QP. ?07.4r. (31.10-#47-4.2.). \G SFECFCATO GENERAL PLUMBING NOTES i 1SI C N kI C i O c;ill T FITT'E';: -.' * FRES,. )11 -:T C. EMS'. kJ; } ?! CON i J CTOR SHA! CONNECT TO LANDLORD PROVIDED SANITARY MAIN VE_RIF'r LOCATION WITH L.L. REP. V DRINKING FOUNTAIN 1 1/2" NO SCALE HE Eyt ii`I"' PLUMw;I E FO! t 1: 'TOILET F4GG11 4 �F•!_j fti i a . ir�G. AI Fi xT J ., E AND NOTIFY M ; io.:41 P ARE IN QL.r.S Dil r.:;. I l D Ft :r 17 IN 4 r i � ...:I ; ill(•::. i L M • IN cf,) iC'rnr! }''_ lei v � F . w _'i 5. T1-115 CONTRACTOR SHALL VERIFY WITH THE LANDLORD THE EXACT LOCATION FOR SANITARY TAP IN. PATCH ALL CONCRETE INSIDE AND OUTSIDE THE SPACE AS REQUIRED BY THE NEW SANITARY SYSTEM. 3" VENT CONNECT TO VENT CONNECTION VERIFY EXACT CONNECTION LOCATION AND CONDITIONS. CONNECT TO LANDLORD PROVIDED SANITARY MAIN VERIFY LOCATION WITH L.L. REP. CONNECT TO VALVED COLD WATER STUB 1 ) 3/4” WITHIN AMERICAN EAGLE'S DEMISED PREMISE. VERIFY LOCATION WITH L.L. REP. 3" VENT CONNECT TO VENT CONNECTION VERIFY EXACT CONNECTION LOCATION AND CONDITIONS. esli 1 1 V 1 1 1 1 3 S4 SANITARY RISER DIAGRAM NOTES : ALL DRAIN PIPING PENETRATING THE FLOOR MUST BE SEALED PER LANDLORD CRITERIA. S/ETA LS 1 Lj N.T.S. H.C. LAV 1 I/2" CLEAN -OUT II MIXING FAUCET MTD 18" A.F.F. ABV FLOOR DRAIN DRINKING FOUNTAIN FLOO DRAIN SAN 3" WATER HEATER ABOVE TOILET ROOM CEILING. SEE NOTES, PIPING DIAGRAMS, AND SPECS_ H.C. LAV O CLEANOUT ti ENLARGED TOILET ROOM PLAN CONNECT TO VALVED COW WATER STUB WITHIN AMERICAN EAGLE'S DEMISED PREMISE. VERIFY LOCATION WITH L.L. REP. NOTE: IF REQUIRED, THIS CONTRACTOR IS RESPONSIBLE FOR FURNISHING A WATER METER PER LANDLORD REQUIREMENTS IN AN ACCESSIBLE LOCATION. BALL VALVE (TYP) WATTS MODEL OO8QT VACUUM BREAKER (ONLY IF REQ'D) 6 GALLON ELECTRIC WATER HEATER ON DECK ABOVE TOILET ROOM. SEE CHART, NOTES, AND SPECS P/T RELIEF VALVE EXTEND DRAIN TO F.D. SAME SIZE AS VALVE DISCHARGE 3" DEEP GALVANIZED PAN W /SOLDERE=D JOINTS. SAFE WASTE TO FLOOR DRAIN. THERMAL EXPANSION TANK SIZED PER LOCAL CODES (ONLY IF REQ'D) N.T.S. REVISIONS No changes Shalt be made to the scopo of work without prior approval of Tukwila Building Division,. Submittal �1DTE. may a additia'lal plan review �'. r�ww UNION Pier review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. R €pt of approved Field Copy and conditb ; is acknowlefiged By Daq REVIEW ,�,NC� APPROV C° �VED R BAR - 3 2008 Buy Of Tutw D .Q 73/4 WATTS SERIES OOq SACKFLOW PREVENTER (ONLY IF REQ'D) 3/4" MIXING FAUCET (MEN'S ROOM) Permit No I/2" WATER PIPING DIAGRAM FILE CP NOTES : l v ALL EXPOSED WATER AND DRAIN PIPING UNDER THE LA SHALL BE INSULATED TO AVOID CONTACT WITH SHARP OR ABRASIVE= SURFACES_ 1 _ City of Tukwila BUILOINO OPISI N SEPARATE PERMIT REQUIRED FOR: d ecbanical Electrical ❑ Plumbing 0 Gas Piping City of Tukwila BUILDING DIVISION 3 90 Wstfie/d 028 Working Drawing Review A pproved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is requir- . tope kept on the job site at all times. J 1 /3/08 Si.ned Date 1 /2 1/2' DRINKING H•C• FOUNTAIN LAV R C. F.D. 1/2" TRAP PRIMER ZURN 1-1022 (ONLY IF -1?..E CITY OF TUKWILA FEB 0 4 2008 PE HMI f C LATER DETAILS, NOTES, AND /OR SPECIFICATIONS ON T4-IIS SHEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. rT� o0 W t;- a "y g (..) rT'1 1 7751 O'b 02i Co Nt 0 1 I s -%w ICI SQ. FT. s I -w IC SALES AREA 3,040 I 'kJ ICI ......-.0.m. 433 11 STOCK ROOM 284 cl ci 63 2 SQUARE FOOTAGE AREA SQ. FT. SALES AREA 3,040 75 FITTING ROOMS 433 11 STOCK ROOM 284 7 TOILET Room(s) 63 2 EXIT CORRIDOR R 141 3 COMPUTER CLOSET 0 18 TOTAL 4 OS 100% 4 x 2 BENCH FURN. BY TENANT, INST. BY G.C. SEE DETAILS ON SHEET A.2. cn ANTI-TIP BRACKET FOR STOCK SHELVING FURNISHED BY TENANT, INSTALLED BY G.C. STOCK SHELVING (MO FIXED) FURN. BY INSTALLED 5Y DETAILS F/F.0.2, 14/F.O. ILE AND ENANT, .C. SEE /F.0.2 4 (rrP.) — INDIVIDUAL COAT HOOKS (TYP.) SEE DETAIL E/A.2.9 it- RI ALL SHELVING SHALL BE 10 A.F.F. VANITY FURNISHED BY TENANT, PLACED BY GC OVAL MIRROR FURNISHED BY TENANT, PLACED BY G.C. ----„. . . . . .." 1 i .z;:::,...,...-- ...•- . = . 7, , i7.7f - 4!%7 • 711: • =,,,;: •. : 4 -. ^ ' •,...:15a ..:, ....Th '9:•• 1.4=...Fe=?,......,.? - -L . ,74 , .?7 , =. • •r:rj."- - '-',‘ .T4 ..-.. •I2gla . ----- ' "'' 3' X 5' OVAL POUF. FURNISHED ...r.,....,-... ,.,-.. 5V. •=a-e------.1-.. : .--' BY TENANT, INST. 13Y G.C. - ...1. ,? ., ,:; a. • ' ; ,,,- - - -,1"- - --:.-, - -•••4#'7 , ',5€•.,t7■32..... -- .4-- ' , -.- -, ..V••='.. , .. , •47 - .West . . ,.*... A••.=•-, 7. =._ —..--- '..4.',7Qk'•,=' .,..■-••••- • ,.•••i•ie•5:-STA;a5a.i .`ai....,,,." _ .. •r.:-.,...el•;:,.. ', rA • . • - . ••■•Y4.0, _ 3-WAY MIRROR 4 PREFAB. • . 'ANGLED" WALL ASSEMBLY. SEE DETAILS ON SHEET IA.2.c1 (T(P.) • . • . • . • . • . • . . . . •• PEGBOARD PANEL - FURN. I3Y TENANT, INST. BY GC. (INSTALL PER CUT-OUTS FOR SHELVING HANDLES) PEGBOARD PANEL- FURN. BY TENANT, INST. BY G.C. SEE DETAIL A/F.0.1 (TYP.) I 4 4‘ /4f e ;lk I / 23 r 0 ■■•■■=1116Ma..■I■WMi■i■• SCALE: 1/4" _ ; 4,,,.,.,', \ ,, ',, , c1,,,, ,:,, ,--\\A ,.>- ...\.N, '-',>>:');' ) ->) \-1 // z/ <(c,_ / •<, % ..,:, ,s, ',-, bRAFFik, Fz'Oity_,<TENAP17,:',.„ ),,,,,,,,/,,,,,K,..,„.x,<:,..."-.., /. A ` < /<,,,x, \X/c„,A .,:'•,,, .,, „ , .„,,-.,:\ ,, ''' '> /, 'F'\ - ,<< ,/ \' , , ,.1 1 7 x- ,., \ :/\\). ' /< t- , / ) 7 A -r Ai P3 7` ':,, -' )'' - ,'N X , \>, \ ''' ' y y .' ;:.' ,, 18" DIA. FITTING ROOM POUF, FURN. BY TENANT, PLACED BY G.C. (rrp. OF 2 PER ROOM) CONTINUOUS CURTAIN ROD - MOUNTED_ W BRACKETS TO FACE OF FITTING ROOM 1-IEADER5/TRIM FURN. $ INST. BY G.C. (TYP. OF 2) LADDER HANG BRACKET - FURN. BY TENANT, INST. BY G.C. 86 A.F.F. (TYP OF 2) \e'''.7 — HANG BAR STORAGE CABINET FURN. BY TENANT INST. BY G.C. PEGBOARD PANELS FURN. BY MILLWORK SUPPLIER INSTALLED BY G.C. SEE FLOOR PLAN FOR LOCATIONS FLOOR EXISTING WALL SURFACE PEGBOARD DETAIL (EI-EVATION) EMPLOYEE LOCKERS FURN. BY TENANT INST. BY G.C. (TYP) D1 COMPUTER CABINET FURN. BY TENANT, INST. BY G.C. - SEE DETAIL A/E.0.2 AND CABINET ISOMETRIC DETAIL A/F.0.2 50'4 SURFACE MOUNTED 1 X 3 FLOOR SLEEPERS FURN. BY FLOORING SUPPLIER INST. BY G.C. CONTINUOUS 1 TOP, MIDDLE AND BOTTOM OF PEGBOARD t 14 I I I j \ f sPr.,fr4.'11,., 'EET.F.,Z4:3, FOR K • - 107'44" FIXTURE F'LAN SCALE: I/4” 1' - 0" 4 1V-10 PREFAB. %ACK WRAP' C.OMPCNENTS. SEE SHEET 'F.2.2' FOR MORE INFORMATION. UIll G.C. SHALL FURNISH AND INSTALL 3/4"x4'x4' NON-COM PLYWOOD BACKER BOARD AT 6 ABOVE CONCRETE SLAB. TO BOTTOM FOR AUDIOVISUAL SYSTEM BY AUDIOVISUAL CONSULTANT. SEE DETAIL A/E.0.2 AND CABINET ISOMETRIC DETAIL A/F.0.2. ov•-0" 1 'T PREFABRICATED "LEANING" MIRROR v FURN. BY TENANT, INST. BY G.C. (SIM TO T. E/F-4 F/F-4) (TYP OF 2) 7 z Aft(14 1 r \../ 1 .. / 7 7 • • Fo-oz4z• 22'-10 cn ifl RECEIVED CITY OF TuKwILA FEB 0 4 2008 PEHM1 CENTRE? Drawn by: Applovect Drawing No. • 0 LL stcgeq° 51 F.0.1 TYPE SIZE CAPACITY C 36" X 16" DOUBLE BAR W/ 6 SHELVES C1 48" X 16" DOUBLE BAR W/ 6 SHELVES D 36" X 16" SINGLE BAR W/ 8 SHELVES DI 48" X 16" SINGLE BAR W/ 8 SHELVES TYPE SIZE MC -1 32 1/4" X 37" MC -2 32 1/4" X 4G1" MC -3 32 1/4" X 73" MC -4 32 1/4" X 85" MC -5 32 1/4" X Gil" 3/4" X 3/4" NON -COM PLYWOOD BACKER BOARD AT 6' -0" ABOVE CONCRETE SLAB. - BY G.C. AUDIONISUAL SYSTEM BY AUD ION ISUAL CONSULTANT MOUNTED 6' -3" ABOVE CONCRETE SLAB. 2 X 4 NON - COMBUSTIBLE WOOD CLEATS (TOP AND BOTTOM) BY G.C. G.C. SHALL SECURELY FASTEN COMPUTER CABINET TO CLEATS. PREFABRICATED COMPUTER CABINET FURNISHED BY TENANT, INSTALLED BY G.C. COMi=UTER CABINET NIT♦ ---E ASV SYSTEM ISOMETRIC NO SCALE SPLICE TRACK ANCHOR AT END AND AT SPLICE- (2)/TRACK STAGGER TRACK SPLICE + INSERT SPLICE. 1/4" X 2" HAMMER DRIVE ANCHORS SINGLE PIECE TRACKS ANCHOR ONLY AT ENDS. MOBILE CARRIAGE UNIT ANCHOR STOP TO FLOOR W/(2) 1/4" X 2" HAMMER DRIVES. C roz END STOP DETAIL NO SCALE Sc1TR 9 1t1AO?Iriritf OR V 11 NO-I OarISST lr1- 17?-- ?1. FIXED SHELVING UNIT - - ` `v EXISTING / RELOCATED _ FIXED SHELVING UNIT a MOBILE SHELVING UNIT SHELF UNIT KEY MOBILE CARRIAGE UNIT MOBILE CARRIAGE UNIT KEY NOTE: SHELF INSTALLATION INSTRUCTIONS AND DIMENSIONS ARE TYPICAL FOR A SHELF WEIGHT OF 120 SEE SHEET 'F -1' FOR ACTUALL SHELVING HEIGHTS AND ADJUST SHELVING INSTALLATION ACCORDINGLY. !STEP #21 THE ANTI -TIP ANGLE FACING TOWARDS WALL. PLACE Z -RAIL OVER THE ANTI -TIP ANGLE WITH A MAXIMUM CLEARANCE OF 1/2" BETWEEN PIECES AS SHOWN. 1.411 vrJ nIn. &.. 1~711• WI• 1 1•n•1 Jr.; 1 ri 1/8" X 1" X 1" X 3" LONG STEEL ANTI- TIP ANGLE WELDED TO MOVING TRAY ( STEP #1I CARRIAGE TRACK A MC -6 A A EXAMPLE: STOCK SHELVING DETAIL F.0.2 NO SCALE NO SCALE PLACE PERIMETER TRACK ON FLOOR W IT+! A MINIMUM DISTANCE OF 2 1/2" BETWEEN EDGE OF TRACK AND WALL/FIXED SHELF. (ANCHOR WITH 1/4" X 2" HAMMER DRIVES) 1 °; 1 Cols noM SCALE: 3" 1' - 0" 2 G SERIES CARRIAGE SECTION ANTI -TIP DETAIL SEE NOTE #6 1-TANG BAR SEE NOTE #5 SEE NOTE #4 'SEE NOTE #8 SEE NOTE #6 FLOOR WALL OR FIXED SHELF 1/8" X 1" X 2 -1/4" 1" STEEL Z -RAIL SECURED TO SLAB W/ 1/4" X 2" HAMMER DRIVE ANCHORS A 12" D.G. D SERIES SHELF INSTALLATION NOTES NOTE: CONTRACTOR TO CONSULT TENANT ONSITE CONSTRUCTION REPRESENTATIVE REGARDING PLACEMENT OF WARNING PLACARDS. SEE NOTE #6 WANG BAR SEE NOTE #5 SEE NOTE #4 SEE NOTE #8 SEE NOTE #6 1 INSTALL TRACK PER MANUFACTURER'S INSTRUCTIONS. TRACK MUST BE LEVEL (USING SHIMS AS REQ'D.) TO INSURE PROPER OPERATION. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN EDGE OF TRACK AND ALL 2. INSTALL SHELF UNITS ON MOBILE CARRIAGE. SHELF UNIT MUST BE SECURED TO UNDER CARRIAGE USING ONE TEK SCREW IN EACH CORNER. 3. INSTALL BRAKES ON ALL MOVEABLE CARRIAGES PER MANUFACTURER'S INSTRUCTIONS. 4. DOUBLE X BRACES ARE REQUIRED ON MOBILE UNITS ONLY. FIXED UNITS REQUIRE SINGLE 'X' BRACE. 5. INSTALL TWO BUMPERS BETWEEN EACH MOBILE UNIT 71 1/2" FROM BOTTOM IN PREDRILLED HOLES. 6. THESE SHELVES TO BE PERMANENTLY FASTENED IN PLACE USING TWO TEK SCREWS AT EACH END THRU CROSS RAIL. 7. ALL BACK TO SACK SHELF UNITS MUST BE FASTENED TOGETHER USING AT LEAST FOUR TEK SCREWS PER VERTICAL UPRIGHT. 8. ATTACH HANDLE 44" A.F.F. +1- TO CENTER ON MOBILE UNITS ONLY. NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON TH15 SHEET NOT LISTED ALPI- IABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO THIS PROJECT. Ott " - exsc oita RECEIVED CITY v OF TUKWILA FEB 0 4 2008 PEHM1 i CENTER NOTE: DETAILS, NOTES, AND /OR SPECIFICATIONS ON THIS SWEET NOT LISTED ALPHABETICALLY OR NUMERICALLY HAVE BEEN PURPOSELY OMITTED AND DO NOT PERTAIN TO PROJECT. 1 =;JI X