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Permit PG07-345 - WESTFIELD SOUTHCENTER MALL - PINK
PINK 646 SOUTHCENTER MALL PGO7-345 Parcel No.: 6364200010 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: MERIT MECHANICAL INC. Address: PO BOX 2109 , REDMOND, WA Contractor License No: MERITMI163CM DESCRIPTION OF WORK: PLUMBING FOR TENANT IMPROVEMENT INCLUDING INSTALLATION OF 1 RPPA. Value of Plumbing /Gas Piping: Fees Collected: Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) 1 Food -waste grinder, commercial 0 Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet doc: UPC -10/06 Cit 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 646 SOUTHCENTER MALL TUICW WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA TIM SCHENK 1120E 80 ST, STE 211 , BLOOMINGTON MN $5,000.00 5207.50 PLUMBING /GAS PIPING PERMIT PINK 646 SOUTHCENTER MALL, STE 1125 , TUKWILA WA Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water 2 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 1 Gas Piping 0 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 800 541 -0821 Phone: 425 883 -9224 Expiration Date: 06/01/2009 PG07 -345 04/23/2008 10/20/2008 PG07 -345 Printed: 04 -23 -2008 Permit Center Authorized Signature: The granting of construction or Signature: Print Name: doc: UPC-10 /06 City oYTukwila 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 unit does not pr ormance of wor rit Permit Number: PGO7 -345 Issue Date: 04/23/2008 Permit Expires On: 10/20/2008 Date: o t (G3 I hereby certify that I have read and e _ ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ' whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorised to sign and obtain this plumbing /gas piping permit. Date: 1 — (93-Oh' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -345 Printed: 04 -23 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: PINK 1: ** *PLUMBING AND GAS PIPING * ** fto City of Tukwila 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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 646 SOUTHCENTER MALL TUKW PERMIT CONDITIONS 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. 14: Proposed 1" RPPA shall be installed per manufacturer's specifications. doc: Cond -10/06 * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: PGO7 -345 ISSUED 12/21/2007 04/23/2008 PG07 -345 Printed: 04 -23 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the - - • rmance of work. Signature: Print Name: doc: Cond -10/06 Date: PG07 -345 Printed: 04 -23 -2008 I SITE LOCATION E -Mail Address: 4 i1115 a elierjones.cotk, Company Name:'fl A. Q • Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: CITY OF TUKL A :ommunity Development Department ablic Works Department 'rmit Center ..JO Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.atuk 114 Building Permit No. Mechanical Permit No, Plumbing/Gas Permit No. Public Works Permit No. 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 ** King Co Assessor's Tax No.: (.l t1412.,C2 -' 6)1 - D Site Address: SOkinkelli' e(L. -141101Vrfroi- Suite Number: I MS Floor: ( Tenant Name: Pi rile. Property Owners Name: WE,S3llELO [0 r4 • Mailin Address: (1,O % k IL.SNtaE 6/a0 1'Z ,ayL - ` 4(aS+ ca qS 113 % City I CONTACT PERSON - who do we contact when your permit is ready to be issued State Zi city Day Telephone: Fax Number: Expiration Date: I ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record (For office use only) New Tenant: Yes Name:Tm A SCHEr•k W Day Telephone: 1 • i50Q • S41.O132 ) Mailing Address: 1120 C • g ilt) S r. SY1 T,E 4 . &COM i 'fG(vrl, Ind 554 City State Zi Fax Number: ctS2.6511.4citsi I GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State S 4kLE.rr15AOc t AMU- % t r E Gr5, t r(G . 613Q S . S J &PA4l toao _ K .YI W5 014 430$1 Mtn SU . . . t ' ( A rJ Day Telephone: 614. S 4 . c4151:1 E -Mail Address: U (.. \Val % Shrem ShOG1C CowN,, Fax Number: 6 (y • S4 r y ss5 Zip State Zi ❑..No I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ?Nu . 3 . SAO 4' (07119/3/11/1 f Mailing Address: zs73 €As (MAO Sf ej , 51tf,('Et Cala404 S 1 Q1 43215" State Contact Person: GR,A( M E t E R. (-� 614 cj Zip Day Telephone: 6 (y' { .2Z� •‘7 E -Mail Address: C meter h01r• FW Q,b • (Otln 6 iq . • 2540 Fax Number: Q:Upplications \ Forms- Applications On Line13 -2006 - Permit Applieationdoc Revised: 9 - 2006 bh Page 1 of 6 BUILDING PERMIT INFORl%yWION - 206- 431 -3670 • Valuation of Project (contractor's bid price): $ ZAS , MO* Existing Building Valuation: $ Scope of Work (please provide detailed information): etyma o.J of Remit t. 1 S%GE 1d i MALL Fors. A NE.w flag." sro ZE - Will there be new rack storage? DK Yes 1 Floor 2nd Floor 3' Floor Floors thru Accessory Structure* Atta ched Garage ; Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck._! ................. Will there be a change. use? Provide All Building Areas in Square Footage Below ❑ Yes Interior Remodel Number of Parking Stalls, ° rovided: Standard: FIRE PROTEC ION/HAZARDOUS MATERIALS: ❑.. No If yes, a separate permit and plan submittal • be required. •Addition to Existing Structure Type of • Construction per IBC . If -8 Compact: Handicap: Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area ,• the foundation of all structures, plus any decks over 1 ches and overhangs greater than 18 inches) *For an Accessory dwelling, provi• ` the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documenta • n that shows that the principal owner lives in one of the dwellings as his her primary residence. No If `yes ", explain: rinlders Automatic Fire Alarm ❑ None ❑ Other (s. 'fy) Will there be st rage or use of flammable, combustible or hazardous materials in the building? ❑ Yes el No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty< Bathtub or•combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Z Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z. Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ' Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINPERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: lees). 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): $ t Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): 'p / f 4-tx. - 1 1Z64 t-ter Items f t irtittlett- 1-14 Building Use (per Intl Building Code): Occupancy (per Intl Building Code): IVT Utility Purveyor: Water: " l(_44 Sewer: 1 1 ''•`z - t1 GL'A- Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q;Mpplications\Fonns- Applications On Linel3 -2006 - Permit Appliation.doc Revised: 9 - 2006 bit 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 OWNS R A HORI E AGENT: Signature: Date: 17- / 7 Print Name: rn ` CA I i - \JV tvar Mailing Address: (1 61714 ' -CC 2 C t Day Telephone: ( ea/ nitt ! s Z( City State Zip Q:WpplicationsWonns Applications On Linel3 - 2006 - Permit Application.doc Revised: 9 - 2006 bh Date Application Accepted: Date Application Expires: flu I7o Staff Initials: (... Page 6 of 6 RECEIPT NO: R08 -01288 Initials: WER User ID: 1655 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 : //w w. ci. tukwila. wa. us Payee: MERIT MECHANICAL, INC. EL08 -447 90.00 EL08 -448 74.00 EL08 -449 90.00 EL08 -450 82.00 EL08 -451 66.00 EL08 -452 82.00 M07 -287 295.42 M08 -006 58.00 M08 -007 313.86 M08 -063 253.00 PG07 -345 168.00 PG08 -067 176.00 TOTAL: 1,748.28 ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES SET RECEIPT Payment Date: 04/23/2008 Total Payment: 1,748.28 SET ID: S000001006 SET NAME: MERIT MECHANICAL TRANSACTION LIST: Type Method Description Amount Payment Check 23706 1,748.28 TOTAL: 1,748.28 Account Code Current Pmts 000.322.101.00.0 484.00 000/322.100 920.28 000/322.100 344.00 TOTAL: 1,748.28 1523 04/23 9711 TOTAL 1748.28 RECEIPT NO: R07 -02842 Initials: JEM Uses ID: 1165 Payee: ELDER -JONES SET ID: S000000925 SET TRANSACTIONS: Set Member Amount D07 -482 EL07 -799 M07 -287 PG07 -345 TOTAL: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description V ' 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 1,319.55 102.50 66.36 39.50 1,527.91 Payment Check 50587 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Description SET RECEIPT TOTAL: Account Code SET NAME: Tmp set/Initialized Activities 000.345.832.00.0 000/345.830 TOTAL: Payment Date: 12/21/2007 Total Payment: 1,527.91 Amount 1,527.91 1,527.91 Current Pmts 102.50 1,425.41 1,527.91 6395 12/24 9710 TOTAL 1527.91 Projec . p1 1vW____ Type of In : E- 1 ii41 -PI Lc. 1A Address / m wad (O C.O d Date Called: Special Instructions: Date Wanted: i 7 - op ^ a.m p.m. Requefter: Phone N : INSPECTION RECORD Retain a copy with permit INSPECTI NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g A,p¢ioved per applicable codes. %f COMMENTS: t N! J c10 o/I /e /4rP _. ,,, /uIi ci )f (-kat() reek- Inspector: - LI $60.0 paid El Corrections required prior to approval. I I SPECTION FEE REQUIRED. Prior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD i w • Retain a copy with permit T NO. INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING w IVIISION (206)431-3670 6300 Southcenter Blvd., #100, El Approved per applicable codes. (Inspector: Corrections required prior to approval. COMMENTS: 2 . T d /-/ 77° d, ens r) 11 p y Ewen %er rate:4/34%e rl 0 e 6300 Southcenter REQUIRED. Prior Bl dSuitte 1100 Call to schedule re inspection. paid spection. (Date: f Receipt No.: Projec • / I & tC.._ TyQe of Inspecti , f f L ('1 C V1 1 =NI Address: (!, 01gt1 Date Calle Special Instructions: Date Wanted: a. Requester: Phone No: INSPECTION RECORD Retain a copy with permit 9667 3 tic INSPECTION NO. PERM NO. - CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: Project?- V-- i NI Type of Inspection:" Address: (,,L4c yYlA Date Called: 11 Special Instructions: _ Date Wanted: Li _ a ti_irocoj Aa. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 COMMENTS: Inspec pt No.: INSPECTION RECORD Retain a c opy with permit k4iA5 A ,/C 'Date: co67--3 Dat PERMIT NO. (206)431-361 Appreved per applicable codes. Corrections required prior to approval. .00 REINSPECTION FE REQUIRED. !or to inspection, fee must be id at 6300 Southcenter Blvd., Suite lOU Call the schedule reinspection. For Health Hazard Applications Job Name Pq : a GOU SPA-N-1-Ls WA ' Job Location Engineer Approval FILE COPY Contractor Approval r errnii [ii0. • S eries �0 ifLtfd�Ill'ti r"7"—^ ^� Reduced Pressure Zone Assemblies --= Sizes: 1/4" - 3" (8 `- 80mm) 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 1 /4" -1 " (8 - 25mm) 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" 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- sist 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 Editions; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. 1 not indicate approval status. Refer to Page 2 for approved sizes & models. Contractor's P.O. No Representative Ball Type Test Cocks Test Cock No 2 First Check Module Assembly Relief Valve Assembly LTR# Now Available `WattsBox-lnsulated Enclosu For more information, send foriiterature " IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INST CATION REQUIREMENTS f it Fir 79001 C ERnRED ES -009 c;ITY pFE t p TV MLA F 46 2008 PERMIT °egTFR Test Cock No. 4 Second Check Module Assembly ftT WAT T S REGULATOR USA: 815 Chestnut St.. No.Andover, MA 0 1845-6098; www.wattsreg.com Canada: 5435 North Service Rd., Burlington, ONT L71. 5H7; www.wattscanadaa 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, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A %"-W 009, % 13 2%e - 60 3% 79 .625 .28 3/4'.009M2/M3 909AG -C 3/4"-1' 009/909, 1 25 3 83 4'A 124 1.50 .68 1 " -1'W 009M2 909AG -F 1W-2' 009M1, 2 51 4% 111 6 171 3.25 1.47 1W-2' 009/909, 2' 009M2, 4'-6' 993 909AG -K 4 "-6' 909, 3 76 6% 162 9% 243 6.25 2.83 8' -10' 909M1 909AG -M 8" -10' 909 4 102 7% 187 11 394 15.50 7.03 909EL -A W-'/z' 009, 3 /4' 009M2/M3 - - - - - - - - 909EL-C 3/4'-1" 009/909. - - 2% 60 2% 60 .38 .17 909EL -F 11a -2" 009M1, - - 3% 92 3% 92 2 .91 1W-2' 009/909, 2' 009M2. 4"-6" 993 * 909EL -H 2W -3' 009/909 - - - - - - - - Vertical 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 3 /4" - 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 - clean and check strainer 3 /4" -1 " (20 - 25mm) only U - union connections (see ES-U009) Available Models: 2W - 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 (12" - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2" 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 00914" - 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 AWWA C511 -92 CSA B64.4 IAPMO Fife No. 1563. - f Does not indicate approval status. See below for approved models. Approvals ASSE, AWWA, 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) 212" and 3" (65 and 80mm) with OSY gate valves. A B B SIZE (ON) in. mm In. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. 1 mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kg. 1 /4 8 10 250 4% 117 3% 86 1 32 51/2 140 2% 60 2 64 5 2 % 10 10 250 4% 117 3% 86 1% 32 5 140 2 60 21/2 64 5 2 1 % 15 10 250 4% 117 3% 86 1% 32 51 140 2 70 2 57 5 2 3 /4 20 10 273 5 127 31 89 11 38 6 171 31/18 81 2 70 6 3 1 25 16 425 51/2 140 3 76 21/2 64 91/2 241 3 95 3 76 12 5 11/4 32 17 441 6 150 31/2 89 21/2 64 11% 289 4 113 31/2 89 15 6 11/2 40 17% 454 6 150 31/2 89 21/2 64 .11'% 283 4% 124 4 102 16 7 2 50 21% 543 7 197 4'h 114 3 83 13 343 5t1/46 151 5 127 30 13 MODEL SIZE DN 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 lbs. kgs. 009LF 2 65 — — — — 4 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 2 65 33 845 15% 403 4 114 16% 416 18 460 7 197 10% 270 166 75.3 009NRS 2 65 33 845 11% 289 4 114 16% 416 18% 460 7 197 10% 270 161 73.0 009QT 2 65 33 845 6 152 4'h 114 16 416 18 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 4 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 3 80 341/4 870 181/2 470 41/2 114 16% 422 18' • 460 8 222 10% 270 198 89.8 009NRS 3 80 34 870 12 324 4 114 16% 422 18% 460 8 222 10% 270 191 86.6 009QT 3 80 34 870 7 178 4 114 16 422 18 460 8 222 10 270 158 71.7 Dimensions and Weight: 1 /4" - 2" (8 - 50mm) 009 2'/ 65 3 in. mm 80 10% 257 tClearance for servicing Suffix HC - Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009 - 2" Dimensions and Weight 2W and 3" (65 and 80mm) 009 STRAINER SIZE DIMENSIONS (approx.) WEIGHT M N Nit in . mm in. mm in. mm 10 254 6' 165 9 248 28 12.7 lbs. kgs. 7 178 10 254 34 15.4 Watts G -4000 Series QT - Ball Valves Capacity Performance as established by an independent testing Laboratory. 1 /" (8mm) 0090T kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 kPa 138 117 96 76 55 35 kPa 207 165 124 83 psi 20 17 14 11 8 5 kPa psi 172 25 138 20 103 15 69 10 0 AP 0 .95 1.9 35 5 41 6 AP 0 3.8 psi 30 24 18 12 0 0 kPa 207 172 138 103 69 0 2 6 AP 07.6 23 psi 30 25 20 15 10 35 5 0 0 AP 0 ES- 009 0403 .25 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm .50 3 A" (10mm) 009QT .75 1.25 1.50 2.5 3.1 gpm 2.9 3 8 4.8 5.7 9.4 11.8 Ipm ' " (15mm) 0090T * 2.5 5 75 10 12.5 15 gpm 95 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps s/" (20mm) 009M3QT 1111•1111 •■ ■ ■■■■■■ ■ ■■ 1111 ■■ ■•■11■■■ ■■ ■■ ■I. ■111111 ■ ■ ■!�i� ■ ■ ■ ■ ■■ - 1:11 - 111111■■■ ■■■ ■■■■ 11■ ■■ ■■ •11•■■■■■■■■ 11■■■■■■■■■■ ■■VINE■ ■ ■ ■■■■I 1111 ■ ■ ■ ■■■ ■■1111■ ■■ ■■ 10 14 18 22 26 30 34 38 53 68 84 99 114 129 7.5 15 2.3 4.6 1" (25mm) 009M2QT * 38 42 46 gpm 144 160 175 Ipm fps 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 *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1 (32mm) 009M2QT kPa 172 138 103 69 35 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 psi 25 20 15 10 5 0 AP O 0 0 kPa 207 172 138 103 69 35 0 AP 0 psi 30 25 20 15 10 5 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 © Watts Regulator Co., 2002 10 20 30 40 50 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 60 70 266 15 4.6 10 20 30 40 50 60 70 80 90 100 110 120 38 76 114 152 190 228 266 304 342 380 418 456 5 7.5 10 15 1.5 2.3 3.0 4.6 2" (50 mm) 009M2QT r 20 40 60 0 76 152 228 5 1.5 05 10- 80 304 7.5 2.3 100 120 380 456 10 3.0 2½" (65mm) 009 3" (80mm) 009 140 160 532 608 15 4.6 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 80 gpm 304 Ipm fps mps gpm Ipm fps mps 180 200 gpm 684 760 1pm fps mps gpm 885 950 Ipm 15 fps 4.6 mps 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 fps 1.5 2.3 3.0 mps Printed in U.S.A. 0 25 50 75 100 125 150 175 200 225 251 Capacity Performance as established by an independent testing Laboratory. 1 /" (8mm) 0090T kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 kPa 138 117 96 76 55 35 kPa 207 165 124 83 psi 20 17 14 11 8 5 kPa psi 172 25 138 20 103 15 69 10 0 AP 0 .95 1.9 35 5 41 6 AP 0 3.8 psi 30 24 18 12 0 0 kPa 207 172 138 103 69 0 2 6 AP 07.6 23 psi 30 25 20 15 10 35 5 0 0 AP 0 ES- 009 0403 .25 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm .50 3 A" (10mm) 009QT .75 1.25 1.50 2.5 3.1 gpm 2.9 3 8 4.8 5.7 9.4 11.8 Ipm ' " (15mm) 0090T * 2.5 5 75 10 12.5 15 gpm 95 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps s/" (20mm) 009M3QT 1111•1111 •■ ■ ■■■■■■ ■ ■■ 1111 ■■ ■•■11■■■ ■■ ■■ ■I. ■111111 ■ ■ ■!�i� ■ ■ ■ ■ ■■ - 1:11 - 111111■■■ ■■■ ■■■■ 11■ ■■ ■■ •11•■■■■■■■■ 11■■■■■■■■■■ ■■VINE■ ■ ■ ■■■■I 1111 ■ ■ ■ ■■■ ■■1111■ ■■ ■■ 10 14 18 22 26 30 34 38 53 68 84 99 114 129 7.5 15 2.3 4.6 1" (25mm) 009M2QT * 38 42 46 gpm 144 160 175 Ipm fps 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 *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1 (32mm) 009M2QT kPa 172 138 103 69 35 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 psi 25 20 15 10 5 0 AP O 0 0 kPa 207 172 138 103 69 35 0 AP 0 psi 30 25 20 15 10 5 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 © Watts Regulator Co., 2002 10 20 30 40 50 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 60 70 266 15 4.6 10 20 30 40 50 60 70 80 90 100 110 120 38 76 114 152 190 228 266 304 342 380 418 456 5 7.5 10 15 1.5 2.3 3.0 4.6 2" (50 mm) 009M2QT r 20 40 60 0 76 152 228 5 1.5 05 10- 80 304 7.5 2.3 100 120 380 456 10 3.0 2½" (65mm) 009 3" (80mm) 009 140 160 532 608 15 4.6 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 80 gpm 304 Ipm fps mps gpm Ipm fps mps 180 200 gpm 684 760 1pm fps mps gpm 885 950 Ipm 15 fps 4.6 mps 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 fps 1.5 2.3 3.0 mps Printed in U.S.A. L A R S O N BIN K L E Y January 24, 2008 Bill Rambo City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Pink @ Southcenter Seattle, WA City Comment Letter LBI Project No.: 01200745.09 Mr. Plan Reviewer: COMMENTS The over current protection is correct per code. The following are our responses to comments received on Thursday, January 24, 2008. The comments are in italics and our responses in bold. 1. Note on sheet P02.2 calls for backflow preventer for domestic water. Please provide additional information on your plan: a. Backflow location where it will be installed b. Provide an installation diagram showing how this backflow needs to be installed c. Specify backfiow size, manufacturer and model # (make sure subject backflow is a WA State Department of Health approved devise) d. Cut sheet of proposed backflow The backflow preventer will be installed on the cold water line, above the mop sink. Specified will be a Watts Regulator Series 009 model 009M2QT 1" backflow preventer. A cut sheet is provided. 2. The transformer secondary overcurrent protection permitted according to NEC section 450.4, exceeds the overcurrent protection allowed per code. 3. The conductors serving panelboard "A" and "B" need to be protected according to NEC section 240.21. The plans do not provide adequate information showing compliance; please clarify on the plans how this requirement will be accomplished. The conductors serving panel boards "A" and "B" are protected according to the code. Larson Binkley, Inc. 6363 College Blvd., Suite 400 Overland Park, KS 66211 -1542 T 913 383 2621 F 913 383 2831 larsonbinkley.com Pink 1/29/2008 Page 2 of 2 Respectfullysubmitted, reg cFarland, P.E. Project Manager New CA Y1 PrgectsWdlve12007101200745. 09101200745 .09.GBACommeMS1012007 2 008 . 01- 24 _City Comment Letter.doc 4. Provide the manufactures data on switchgear identified as "IFS" and seismic D2 installation requirements. Information provided by manufactures. 5. Provide a load calculation for the "IFS" switchboard. See sheet E5.1 for panel "IFS" load calculations. If you have questions regarding the above responses, please contact this office. December 27, 2007 Tim Schenk 1120E 80 St Suite 211 Bloomington MN 55420 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG07 -345 Pink — 646 Southcenter Mall Dear Mr. Schenk, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 21, 2007 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 Spencer at 206 431 -2440 if you have any questions concerning the following comments. 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 throuxh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Bill Rambo Permit Technician Enclosures File: PG07 -345 P:\Permit Center\lncomplete Letters \2007\PG07 -345 Incomplete Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: December 27, 2007 PROJECT: PINK 646 SC Mall PERMIT NO: PG07 - 345 (P:Joanna S /Comments 1 PG07 - 345 PW) PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer (206)431 -2440 if you have any questions regarding the following comments. 1) Note on sheet P02.2 calls for backflow preventer for domestic water. Please provide additional information on your plan: a) backflow location where it will be installed b) provide an installation diagram showing how this backflow needs to be installed c) specify backflow size, manufacturer and model # (make sure subject backflow is a WA State Department of Health approved devise d) cut sheet of proposed backflow ACTIVITY NUMBER: PG07 -345 DATE: 02 -06 -08 PROJECT NAME: PINK SITE ADDRESS: 646 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buil• i 1 Div ision V .-C6 Publ'c Works 1t� ,tW 2•I -ot PERMIT COORD COPY '" PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents routing slip.doc 2 -28 -02 Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division n ❑ Permit Coordinator ❑ DUE DATE: 02-12-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 03 -11-08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -345 PROJECT NAME: PINK SITE ADDRESS: 646 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 12 -21 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Dii ispn Pu lic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 �PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: DATE: Planning Division Permit Coordinator n CI DUE DATE: 12-27-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: � a—�- Q 7 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW LETTER OF COMPLETENESS MAILED: Staff Initials: CI DUE DATE: 01-24-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: V 2 -(u1i I c ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Pink Project Address: 646 Southcenter Mall Contact Person: Sheet Number(s): 4O'i t (as 1 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 Plan Check/Permit Number: PG 07 -345 Tim Schenk Phone Number: i•$ 00. 4't •O Summary of Revision: 2e6 la TO C,ea(1stcnCc -4 LEcteket. 4 ■ . eLEME 5 pA (VA c i Lk.. L eborn eric ti-teat cJr s ib 6 F "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / Entered in Permits Plus on V (0) \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Business Owner Information Name Role Effective Date Expiration Date KIRKWOOD, RODERICK V PRESIDENT 02/14/1984 Bond Amount KIRKWOOD, JOAN M SECRETARY 02/27/2006 FRICKBERG, WILLIAM MICHAEL VICE PRESIDENT 02/27/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Look Up a Contractor, Electri or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries GeneraUSpecialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address I Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License MERITMI163CM MERIT MECHANICAL INC CONSTRUCTION CONTRACTOR 600517946 46817500 CORPORATION PO BOX 2109 REDMOND KING WA 980732109 4258839224 ACTIVE GENERAL UNUSED 2/14/1984 6/1/2009 AUTOMMC044QH https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MERITMI163CM 04/23/2008 00052394p01 1.dwg 01 -25 -08 15:38 Angela.Lambardi THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. DIVISION 22 SECTION 22000 - PLUMBING A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. B. C. D. E. F. G. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. FIXTURES AND EQUIPMENT AS SCHEDULED. COMPLETE NATURAL GAS OR PROPANE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS) CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). TESTS AND ADJUSTMENTS. SUBMIT A COMPLETE SET OF REPRODUCIBLE AS- BUILTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. B. EQUIPMENT AND INSTALLATION 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE MAY BE CONSIDERED WITH APPROVAL FROM LSD&C PROJECT MANAGER. 2. SANITARY PIPING A. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. NO PLASTIC PIPING ALLOWED. B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. C. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95 -5 TIN - ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER, BRAZE ALL JOINTS. B. ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN - ANTIMONY SOLDER. 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID. NOTIFY THE LSD &C PROJECT MANAGER, IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE -IN AS FOLLOWS: A. SNAKE SANITARY TO MALL MAIN AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDED BY EQUIPMENT SUPPLIED. 6. INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1" THICK (K =0.23 0 75'F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG " ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANOI LAV GUARD" INSULATION KIT. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS, UNLESS OTHERWISE SPECIFIED. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL CLEANOUT LOCATIONS SHALL BE APPROVED BY THE LSD &C PROJECT MANAGER. 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED, AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS AND CEILINGS IN FINISHED AREAS. 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES MINIMUM AS FOLLOWS: A. TEST WATER PIPING AT 100 P5IG FOR SIX HOURS. B. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR, WHERE APPLICABLE. 14. PROVIDE WATER METER AND REMOTE READER PER DLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS, IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. END OF SECTION 15200 AD ACCESS DOOR ADA AMERICAN DISABILITY ACT AFF ABOVE FINISHED FLOOR AP ACCESS PANEL CD CEILING DIFFUSER OR CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CI CAST IRON CO CLEANOUT CONT CONTINUE CONTR CONTRACTOR COTG CLEANOUT TO GRADE CW COLD WATER DET DETAIL DF DRINKING FOUNTAIN DL DOOR LOUVER DS DREAMSTEAMER DTR DOWN THRU ROOF DWG DRAWING (E) EXISTING EWC ELECTRIC WATER COOLER FCO FLOOR CLEANOUT FCU FAN COIL UNIT FD FLOOR DRAIN FPS FEET PER SECOND FS FLOOR SINK GAL GALLONS GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE HB HOSE BIBB HD HEAD HP HORSEPOWER HW HOT WATER INV INVERT ABBREVIATIONS - PLUMBING LAV LAVATORY LB POUND LF LINEAL FEET MECH MECHANICAL MFR MANUFACTURER MTD MOUNTED MTR MOTOR (N) NEW N.C. NORMALLY CLOSED N.I.C. NOT IN CONTRACT N.O. NORMALLY OPEN N/A NOT APPLICABLE NTS NOT TO SCALE P PUMP PD PRESSURE DROP PLBG PLUMBING POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH (R) RELOCATE RD ROOF DRAIN RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTION PER MINUTE SCH SCHEDULE Soy SHUT -OFF VALVE OR SCHEDULE OF VALVE UH UNIT HEATER UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEANOUT WG WATER GAUGE WH WATER HEATER WHA WATER HAMMER ARRESTER WT WEIGHT Al 7 PLUMBING SPECIFICATION NTS OONP011JOSPEC J PLUMBING RESPONSIBILITY SCHEDULE ITEM PLUMBING FIXTURES & TRIM DRINKING FOUNTAIN AND ASSOCIATED ACCESSORIES. SEWER AND VENT PIPING TANK WATER HEATER DOMESTIC HOT AND COLD WATER PIPING CONDENSATE DRAIN PIPING SECOND COND. DRAIN PIPING GAS PIPING COND. DRAIN PUMP DREAMSTEAMER FLOOR DRAINS, CLEAN OUTS, WATER HAMMER ARRESTORS, ETC. DREAMSTEAMER DRAIN PIPING AS -BUILT DRAWINGS INSTANTANEOUS WATER HEATER DRAIN PUMP DEMO SINK LAV AND FAUCET FURNISHED BY LSD&C VENDOR LD LANDLORD CONTR. GC GC GC GC GC GC INSTALLED BY LANDLORD CONTR. GC GC GC GC GC GC OTHER RE -USE EXISTING N/A • • • • • • • REMARKS FOR COB /BBW STORES ONLY FOR COB /BBW STORES ONLY PLUMBING RESPONSIBILITY SCHEDULE ITEM WC I LAVATORY 1 1/21MIN UNDERCOUNTER �r�rr ILAV -2I I DE I I MS FIXTURE WATER CLOSET TANK TYPE LAVATORY WALL MOUNTED COLD WATER 1/2" 1/2" DRINKING FOUNTAIN MOP SINK 1/2" 1/2" IWH -2 TP 1 I FD I WHA I wco I BFP WATER HEATER TANK TYPE TRAP PRIMER FLOOR DRAIN ATER HAMMER RRESTER WALL CLEANOUT BACKFLOW PREVENTOR ROUGH -IN SERVICES 3/4" 1/2" 1" WAITER 1/2" 1/2" 3/4" WASTE 4 2" 2" 2" 2" VENT 2" 1 1/2" 1 1/2" 1 1/2 INDIRECT WASTE 3/4" GAS NTS OONP011GOSCHD DESCRIPTION KOHLER "HIGHLINE PRESSURE LITE" MODEL NO. K -3519, 1.1 GPF, PRESSURE ASSISTED WHITE WATER CLOSET WITH ELONGATED VITREOUS CHINA BOWL (OR AMERICAN STANDARD "FLOWISE" MODEL NO. 2073.014, 1.28 GPF, ELONGATED TOILET), 17A" HIGH, WHITE OPEN FRONT SEAT AND COVER #K- 4710 --T. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. (FOR PUBLIC AND NON -PUBLIC RESTROOMS). FLUSH LEVER SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET. PROVIDE #K-3519-RA FOR RIGHT SIDE FLUSHING HANDLE. KOHLER "KATHRYN" CONSOLE TABLE TOP MODEL NO. K -30 COUNTER LAVATORY MODEL NO. K -2 - GS MODEL NO. ET MODEL NO. K- 8215 -4 WITH POP -UP DRAIN. STOPS AND P -TRAP. INSULATE P -TRAP AND G INSULATION OR WITH SUPPLY LINES WITH 1/2" ARMSTRONG EQUIVALENT. (FOR PUBLIC RESTROOMS) HANDICAP TYPE KOHLER "CHESAPEAKE" 20" X 18" LAVATORY, MODEL NO. K -1729 (OR AMERICAN STANDARD "COMRADE" WALL-MOUNT SINK, MODEL NO. 0124.024). FURNISH WITH CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS AND P -TRAP, KOHLER LEVER - OPERATED "CORALAIS" FAUCET MODEL NO. K- 15182 -F WITH POP -UP DRAIN. INSULATE P -TRAP AND SUPPLY LINES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. MOUNT AT HEIGHT DIRECTED BY THE ARCHITECT. (FOR NON -PUBLIC RESTROOMS) KOHLER "DEXTER" URINAL MO • WHITE VITREOUS CHINA) FURNISH WITH SLOAN ROYAL 186 -1 FLUSH VALVE. Arir- - IR AMERICAN STANDARD 1.0 GPF HANDICAP TYPE HALSEY TAYLOR SELF - CONTAINED, BARRIER -FREE, ELECTRIC, REFRIGERATED, WALL- MOUNTED, BI -LEVEL WATER COOLER #HTV8BL -Q. FURNISHED WITH PLUG -IN, 3 -WIRE GROUNDING TYPE SERVICE CORD. STANDARD 120V, 60 HZ, 1PH. 120V RECEPTACLE REQUIRED, RATED AT 15 AMP MINIMUM, TO RECEIVE 3 -WIRE PARALLEL BLADE GROUNDING TYPE MALE PLUG. PROVIDE CHROME SUPPLY STOP AND P -TRAP. SEE MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION PER ADA. FIAT MOP MOLDED STONE SERVICE BASIN MODEL NO. MSB -2424 WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD FAUCET MODEL NO. 8344.112 WITH INTEGRAL VACUUM BREAKER AND STOPS. PROVIDE 42" RUBBER HOSE WITH FAUCET. RHEEM WATER HEATER MODEL NO. EGSP -6, 6 GALLON, 208V- 10 -60, 3 KW AND 14.4 AMPS. PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P -2, COPPER BODY, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO FLOOR DRAIN. ZURN FLOOR DRAIN MODEL NO. Z- 415 -6B, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL ZURN ZN- 1446 -BP CLEANOUT TEE, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. -1.111- -- • - AND �. � ~ ` - D PLUG ROUND POLISHED NICKEL IMMEEMIMEM AIINMADMICIMatillua - =- - ZURN FLOOR CLEANOUT MODEL BRONZE SCORIATED ADJUSTABLE TOP. r KOHLER K- 3348 -3 "TOCCATA" LAVATORY WIT G REMARKS HANDICAP TYPE HANDICAP TYPE HANDICAP TYPE WITH DEEP SEAL P -TRAP - SATED CAST IRON 1 1 - 1 ESPRAY, LEVER HANDLES AND POP -UP HANDICAP WATTS REGULATOR SERIES 009 MODEL 009M2QT PLUMBING FIXTURE SCHEDULE NTS OONPO11EOSCHD E CD � 0 J NEW WASTE OR SAN. SEWER EXISTING WASTE OR SAN. SEWER CONDENSATE DRAIN NEW VENT EXISTING VENT NEW COLD WATER EXISTING COLD WATER NEW HOT WATER EXISTING HOT WATER SHUT -OFF VALVE FLOOR CLEAN -OUT WALL CLEAN-OUT FLOOR DRAIN RISE DROP POINT OF CONNECTION LEGEND AND SYMBOLS PLUMBING GENERAL NOTES PLUMBING CONSTRUCTION NOTES NTS OONP011D1LGND NTS OONP011CONOTE NTS 0ONP011AONOTE D PLUMBING GENERAL NOTES 1. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT PLUMBING PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 2. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO ELECTRICAL, FIRE PROTECTION, MECHANICAL AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 5. CONTRACTOR SHALL PROVIDE CUT SHEETS TO LSD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATIONS, SIZES, INVERTS AND CONDITION OF EXISTING SANITARY WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND /OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 7. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. 8. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT /INSTALLATION OF ANY "WATER SAVING" DEVICES TO THE PLUMBING FIXTURES. (EXAMPLE: TOILET, FAUCETS, ETC.). 9. PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERILIZED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. C 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY PLUMBING FIXTURES (SEE PLUMBING RESPONSIBILITY SCHEDULE ON THIS SHEET) TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF DOMESTIC WATER AND SEWER PIPING FROM TENANT'S DEMISED PREMISE TO CONNECTION PROVIDED BY LANDLORD. 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO A POINT APPROVED BY LOCAL AUTHORITY. THE CONTRACTOR SHALL PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION (IF REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS REQUIRED. VENT THRU ROOF SHALL BE AT LEAST 15 FEET AWAY FROM A/C UNIT FRESH AIR INTAKE. 5. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. 6. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURES IN ACCORDANCE WITH ALL CODES AND AS REQUIRED BY LANDLORD'S CRITERIA. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AND NO MORE THAN 44" A.F.F. 7. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND /OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT THE RISK AND SOLE EXPENSE OF THE CONTRACTOR. 8. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. 9. PLUMBING CONTRACTOR TO FIELD VERIFY PROPER SLOPE OF EXISTING SEWER TO MAIN SEWER PRIOR TO ANY NEW PLUMBING INSTALLATION. 10. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. 11. PLUMBING CONTRACTOR TO FAMILIARIZE AND FOLLOW SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF TENANT HANDBOOK. 12. PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO TURNING OVER SPACE TO TENANT. 13. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO VALVES, TRAP PRIMERS, ETC. INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. 14. NO PLASTIC PIPING ALLOWED. SEPARATE "J�; REQUIRED Fa.', K Mech ill:c- 1' EIectr cii C c FIELD COPY Permit No. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 6 2008 PERMIT CENTER This set of construction documents shall be kept at the site of work and shall be open to inspection by the Building Official or a duly authorized representative. scope No & - 'i _.f v i g:' 12, r ic -k ,ptaB L uil;:: Revisions ± rif1 {ECG and ;nazi c; ua::.� , ; RIVED rfl 11 2000 1 u LA PUBLIC WORKS INCOMPLETE LTR# I A REQUIRED DY: !::.! : H H S C :53 0~ W o a¢ x a � 4 ... O r pp,n0 UJO� C U O v ' a d I F I r ,�W =, y o 4 w V I O � F � d • W ° ~ q Li; LA � v� d �=v fn W Q r O 1 p ▪ °l d , j ° • O I W d W W h y W m = 0 W S x S m a �` L , O OH ▪ = av CC d ! ; Y n il w= S2 W�a H. ¢N REVISIONS: • INDICATES NO REVISION TO THIS SHEET BUILDING DEPARTMENT COMMENTS DRAWING NUMBER: 2 )- Q__ =I" a 4 w 0 O d „c' yvv j n [n ~ f p i O � � U L? = )- 2 0 C 7 a ra a 0 } S i - a L?¢ x 0 C O ii a w e ao Y y O O w 0 a_ a 0In a- y O ,U 4 2 a w W y J z U 2 C J 1 1L: Y li cc 0L':::-' r ca a =: =� 7-10 O ..,�� 0- 0h Q0,2w CL a 01/25/08 DATE ISSUED: 12/ 14/2007 DESIGNED BY: ANG DRAWN BY: ANG CHECKED BY: REB Larson Binkley, Inc 6363 College Blvd., Suite 400 Overland Park, Kansas 6 T 913 -383 -2621 F 913 - 383 -2831 Iorsonbinkley.com COPYRIGHT 2007 LARSON B I NKLEY li 00052394p021.dwg 01 -25 -08 15:45 Angelo - Lombardi MANAGER'S OFFICE NON -SALES ELEVATOR ROOM (N.I.C.) ROOM #5 SALES FLOOR Li WOM TOIL T (TYP.2) FITTING ROOM ALCOVE HCFR4 ROOM #4 SALES FLOOR ADJACENT TENANT ROOM #3 SALES FLOOR ADJACENT TENANT ROOM #2 SALES FLOOR ROOM #1 SALES FLOOR GC TO PROVIDE WRITTEN REPORT TO TIE -IN REGARDING SLOPE AND FLOW. - SCOPE WITH CAMERA PRIOR - DO NOT CONNECT WITHOUT LSD &C PM ON CONDITION OF EXISTING SEWER TO CONNECTION LSD &C PM AUTHORIZATION IF SPECS NOT MET ?6O1 - 34 s RECEIVED CITY OF TUKWILA FEB 0 6 2008 PERMIT CENTER Larson Binkley, Inc. 6363 College Blvd., S Overland Park. Kansas T 913 - 383 -2621 F 913 - 383 -2831 rsanbinkley.com COPYRIGHT 2007 •\ REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET M x u F ilurw<w:wwmrar i % E 3 0.-'''' � .. a :' CO 0 " t a ,-- . * ,..7.27°.0.- „...,,,,,,,,,,,,lCucy, :€!, wo ra, : , , , , tr 0 C } W r Q y C �ci O d U= O d O O W rn � � d CIS-O °� � 2 ° W ii, Q.-•0~ it d O d o O w W vi UN to 7 4 0 0 0 a 4 w p a :: C a I Cw X • L] pY�t • a N 0 6 ° Q O 3' U N J O y [7 W � U C I � H W p v rW3 Sa1d v ° a = ° d ti O ? -0 W W x f1 ��42 x'40 O v m W �''� � �V1 :OYrw N C ° W S'_ Im a W E W aNC W ¢ � Qom~ W jm 1.i4 � H4 S O a aI n W a0 2 `-+ lnOOO w Ua J Qp= o = z w y � • z i 2oy� 0 =ay�w m ° . waw w i eC C=. °w =tnIt I w rL2: cao?� L a W 2 0 Q 6 • 2 Y H W T I Y 1 rn V W CL r U c__ a W C? H 4 EC 41 0 G Qrn= W W REVISIONS: DATE ISSUED: 12/14/2007 DESIGNED BY: ANG DRAWN BY: ANG CHECKED BY: REB PLUMBING PLAN DRAWING NUMBER: 01/25/08 �1 CONNECT (N) 4 SANITARY SEWER BELOW SLAB TO (E) SANITARY SEWER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 4 ") CONNECT (N) 1" COLD WATER TO (E) COLD WATER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 1 ") �3 P.O.C. OF (N) 2" VENT TO (E) VENT LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 2 ") PLUMBING CONTRACTOR TO PROVIDE WATER METER - 'HERSEY MODEL NO. Y" MHD' AT MINIMUM OF 16 GPM. VERIFY LOCATION. MOUNT 48" ABOVE FINISHED FLOOR. MAKE NECESSARY CONNECTIONS AS REQUIRED. METER TO READ IN GALLONS. PLUMBING CODED NOTES THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. PLUMBING PLAN NTS D 1/4" - 1 " -O" A LARSON B I NKLEY o 00 2 zo ° D z. 0 n �ZC mm>vJmTm c 5 z y mq zA ZD % z -1 0 -p o c (n = m o in �z o d 5 o - o rn*Dn XTln Z f J Zm z'' oo Q � o -1 z� = 'n�n -o =Nmcm o n mm6 =DJrn i�Orn 0 0 Z nn ' m 0rno-1- zz2 m�� c ,1 z�z < ��n fJZ o _o = c m c ��m =�zo4 nomZ.:‹X Ir� m DKC M i K * I m o U] m o o _� -I m Z� r �o � � N z N rn -< Tn cnl� v 0 m m ao 0 z 0 v_ C) a m m z -v -o z C) 0 C) n lEl L AJ c m O r • C rn -� co 0 ()Duo m>v -I -i * m m z v@o(,) • m m :< .{ v 1 N D D m z Z o co 0 0 D CC m PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW I PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AHD SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION [ "LSOC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSOC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE UNLESS OTHERWISE AGREED BY THE LSDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY LIABILITY. Hmftoc �9 d/ b °TORE PLANNING £ '� f N . 3 Three Limited Parkvay $ Columbus, Ohio 43230 `e phon : 1 , .15 000 = Fax 6 4.151349 �:j / w SDn .L m ted r nd s, ON ;,•"" 0 .11 C-- Z5k,..40,8 e 79 .T 0 G+7 cal 0 a F m 00052394p031.dwg 12 -11 -07 14 :36 Angelo-Lombardi THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. HANGERS WITHIN 6" OF DROP) 1/2" TYPE "L" WATER SUPPLY, CLAMP TO WALL AT TOP, MIDPOINT AND BOTTOM. (DO NOT RUN PIPE INSIDE WALL.) NON -SALES FLOOR DRAIN NOTE: POWER AND WATER TO BE LOCATED WHERE MOST ACCESSIBLE, BASED ON DETAIL C.W. MAIN JOIST /BEAM 1/2" TYPE "L" SUPPLY CEILING ■N A I l■ ■ ■ "9DM3" ECK BACKFLOW TER WITH VENT OVIDE A 3/8" BALL VALVE ON WALL INSTALL 3/8" X 72" FLEXIBLE BRAIDED 2'_O" TUBING FURNISHED WITH DREAMSTEAMER FINISHED FLOOR SECTION VIEW PLAN VI DREAM - STEAMER EAMSTEAMER DETAIL CAULK WITH FLEXIBLE Fl SLEEVE FLOOR SLAB NOTE: ALL FLOO 1/2" TYPE "L" TO FLOOR DRAIN. r ABOVE FLOOR WATTS SE DOUBLE PR E FLOOR PENETRATION DETAIL 2' -O" MAINTENANCE CLEARANCE —. RECEPTACLE (SEE 1/2" C.W. SUPPLY ELECTRICAL DWGS.) FACTORY POWER WALL CORD WITH PLUG l• l 3/8" BRAIDED FLEXIBLE TUBING FLOOR DRAIN DREAMSTEAMER NON- COMBUSTIBLE FIRE STOPPING QUID TIGHT. PENETRATIONS MUST BE SLEEVED AND MATERIALS ETC.) PER TURN DOWN INTO STACK MIN. 12" ROO (FLASH! LANDLORD REQUIREMENTS INCREASER WHEN REQUIRED VENT STACK RATED WALL 1" FIBERGLASS INSULATION THRU WALL ONLY (E) OR (N) PIPE D FIRE BARRIE AULK OR ILL UNINSULATED - UL SYSTEM WL 10 3M B CP25WB+ COMPLETEL SPACE BETWE WALL AND L 5/8" BEA OUTSID THRU FIRE WALL PENETRATION DETAIL ROOFING MATERIAL ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION REQUIRED OODP031DOVTRD QUAL NULAR IPE AND MIN. 0TH NSULATED - UL SYSTEM WL 5039 AROUND ACES OF WA NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5 AND BE A UL TESTED ASSEMBLY. RERLIIREU BY • INDICATES NO REVISION TO THIS SHEET i a w yz W a i vo 5 z w , v , Vl m F x z � O -C W J � J W = O H ¢'� -W 2 v! W W o C p= W x O � n - - p m N 0 d O 1::t j!. 6 W U V - _ w U C 0 � WO d w w � v p 0 Y a az a o3 (+ z z Q a E �3 U w r_) C1 0 a m W W V I y W m : =Z, �(o7 a O ° ° �O -C W [C = C7 W r a r 0- 0 S z W .4- ra � av, REVISIONS: PLUMBING DETAILS DRAWING NUMBER: 01/25/08 DATE ISSUED: 12/14/2007 DESIGNED BY: ANG DRAWN BY: ANG CHECKED BY: REB Larson Binkley, Inc. 6363 College Blvd., Sui 400 Overland Park, Kaneas 66 1 T 913 - 383 -2621 F 913-383-2831 rsonbinkley.com OPYRIGIif 2007 OODP031GOPFPD WALL CLEANOUT DETAIL NTS OODP031FOWCOD NTS OODP031EOFCOD F COVER ADJU FINISHED FLOOR CONCRETE SLAB STRUCTURE AT UPPER LEVEL SEALANT TO TENANT'S SANITARY SEWER LE HOUSING GRADE AT LOWER LEVEL OOR CLEANOUT DETAIL VACUUM BREAKER BY P.C. 3/4"e— CW GATE /BALL VALVE BY P.C. (TYP.) THERMAL EXPANSION TANK, IF REQUIRED BY CODE 3/4" T & P RELIEF VALVE BY P.C. RUN 3/4" COPPER PIPE TO MOP SINK DRAIN VALVE BY P.C. PLATFORM BY GENERAL CONTRACTOR NOTE: „ 2— NW 4 " 3 / 1" SECONDARY DRAIN INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. DRAINS TO MOP SINK UNION BY P.C. (TYP.) WATER HEATER SEE PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFO. 2" WIDE, 20 GA. SHEET METAL BAND AT UPPER THIRD AND LOWER THIRD, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. (BY P.C.) GALV. DRIP PAN BY P.C. WATER HEATER DETAIL OODPO31COPFWP NTS OODP031BOWHTR FINISHED FLOOR SEALANT STRUCTURE AT UPPER LEVEL CONCRETE SLAB OR FINISHED FLOOR C`° GRADE AT LOWER LEVEL N. MIN. 4" DEEP SEAL \ � TO TENANT'S SANITARY SEWER RECEIVED CITY OF TUK JILA FEB 0 6 2008 KIIMIT CENTER FLOOR DRAIN DETAIL NTS OOPO31AOFLDN B A LARSON BI NKLEY 1