Loading...
HomeMy WebLinkAboutPermit PG10-008 - WESTFIELD SOUTHCENTER MALL - SEAFOOD CITY - MARKETSEAFOOD CITY MARKET 1368 SOUTHCENTER MALL SUITE 100 PG1O-008 Parcel No.: 9202470010 Address: Suite No: City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 1368 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG 10 -008 04/26/2010 10/23/2010 Tenant: Name: SEAFOOD CITY - MARKET Address: 1368 SOUTHCENTER MALL, STE 100 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Address: 1990 S BUNDY DR 4T11 FLOOR , LOS ANGELES CA Contractor: Name: WILLIAMS MECHANICAL INC Address: 3903 SMITH AV , EVERETT WA Contractor License No: WILLIMI088PA Phone: Phone: 310 826 -2100 Phone: 425 303 -0828 Expiration Date: 10/01/2011 DESCRIPTION OF WORK: NEW SEWER AND GREASE PIPES INCLUDING VENTING, NEW WATER AND GAS DISTRIBUTION. AIR GAP REQUIRED FOR THE LABSTER TANK, BACKFLOW SHALL BE INSTALLED AT THE FISH CLEANING STATION AND A REDUCED PRESSURE PRINCIPLE ASSEMBLY IS REQIURED FOR THE SEAFOOD CITY MARKET IN- PREMISE ISOLATION. Value of Plumbing /Gas Piping: $125,000.00 Uniform Plumbing Code Edition: Fees Collected: $787.50 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 International Fuel Gas Code Edition: FIXTURE TYPE AND OUANTITY 2006 2006 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 2 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 11 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 1 0 Medical gas piping (6 +) inlets /outlets 1 13 Gas Piping 1 Gas piping outlets (0 -5) 4 2 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -7/07 PG10 -008 Printed: 04 -26 -2010 City "Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Permit Number: PG1O -008 Issue Date: 04/26/2010 Permit Expires On: 10/23/2010 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo a • = of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: Date: 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 -7/07 PG10 -008 Printed: 04 -26 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • • 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 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - MARKET Permit Number: Status: Applied Date: Issue Date: PG10 -008 ISSUED 01/26/2010 04/26/2010 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Grease waste line shall be connected to the outside grease interceptor installed under Public Works permit PW 10 -050. A die test in the presence of the Public Works Project Inspector shall be performed to assure that the grease waste line is properly connected to the grease interceptor. 15: Minimum 48 hours in advance the applicant and/or contractor shall call Public Woprks at 206 433 -0179 to schedule a die test with Mr. Dave Stuckle, Public Works Project Inspector. doc: Cond -10/06 PG10 -008 Printed: 04 -26 -2010 S 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 16: Air gap shall be installed at the lobster tank. 17: Backflow device shall be installed at the fish cleaning station. 18: Reduced Pressure Principle Assembly shall be installed for the SeaFood City Market in- premise isolation. 19: All backflow devises shall be approved by the Washington State Department of Health. 20: All backflows shall be installed per manufacturer's specifications. * *continued on next page ** doc: Cond -10/06 PG10 -008 Printed: 04 -26 -2010 • 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: 41 Date: (e-.( C Print Name: I Ee e ordinances governing or local laws regulating doc: Cond -10/06 PG10 -008 Printed: 04 -26 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hrtp://winv.ci.tukwila.wa.us ing Permit No. V1,0 - Building rn Mechanical Permit No. M I V "- a Plumbing/Gas Permit No... Tent) -cos Public Works Permit No. Project No 12W (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Aligfir Tenant Name:_ Property Owners Name: V166-1� t2 Mailing Address: J /Aril 1111GVi/ - King Co Assessor's Tax No.: Q %�J 0 Sn �L- Suite Number: Floor: New Tenant: Yes • ❑ ..No LaS 4a City CONTACT. PERSON .- who do we contact when your permit is ready to be issued State 7DDZ5 Zip Name: in iL ��^ �/ L Day Telephone: �i D '8 z 2) DD Mailing Address: /,,0 �� 5tNF 1 pp, LD 7 *� Gil ` ^ City pState Zip E -Mail Address: BSg�� � � c 62)1"' Fax Number:3) 0 [.a 2� --z))(8 2 GENERAL CONTRACTOR INFORMATION - (Contractor Information for, Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ABP Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD"- All plans must be wet stamped by Architect of Record Company Name: Mailing Address: J9 ! r City State Zip G6 Day Telephone:•I 0'8 V-4— Z' f 0-0 Fax Number: J- Dr— t�- y Contact Person: 151 E -Mail Address: jfieefi s----. N41-M-4 u 4-1:*/) w ENGINEER OF RECORD - MI plans must be wet stamped by Engineer of Record Company Name: 2� Mailing Address: ' 7'0 ' %/g / MH476 9' 73 Day Telephone: 447-&-- 4113-13 l 8 z Contact Person: A4)/-1,710-' I<JA /V `7� E -Mail Address: 4.91,42 488 7>iFB , H:\Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City State zi Fax Number: .0 6. 809 Z • 9V'5 /J,0#12-,vJ Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /D�i pa-0 Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? $...Yes ❑.. No If yes, a separate permit and plan submittal will be required. 5i rr Provide All Building Areas in Square Footage Below PLANNING DIVISION: 4 t99 7 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 17- s716- 14 Sprinklers g. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Sa ety ata 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. H:Wpplications\Forns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing/ Interior Remodel Addition to Existing Structure New Type of " Construction per IBC Type of Occupancy per IBC s 2 ;Floor, '010 Na j 7 / / M! f� 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 4 t99 7 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 17- s716- 14 Sprinklers g. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Sa ety ata 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. H:Wpplications\Forns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 • • ,PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 - 3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: x'69 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 12'5 �'00 �� Scope of Work (please provide detailed information): r �t'Csw 54aclrea Building Use (per Int'l Building Code): /// W 1 P/ ft) c17 Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty :'Fixture Type ;: .> :Qty . : Fixture Type Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain I ` Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks 23 , Urinals 1 1 Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent /J (/ Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment I Repair or alteration of drainage or vent piping / Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additioiial•medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\ Applications\Fonns- Applications On- Line\2009 Applications NI-2009 Permit Application.doc Revised: 1 -2009 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 OWNER OR AUTHORIZED AGENT:' Signature: �" Date: �v � v Print Name: 6)- L I_ ` t 0• ,Q 1 /O 1!. Day Telephone: ✓' J Mailing Address: �� !'L �j �/ P� f �D�'���5 9 /5 0 City State Zip Date Application Accepted: t17/Le Date Application Expires: c [2_Ce (to Staff Initials: H:\Appltcations\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bit Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: PG 10 -008 Address: 1368 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2010 Applicant: SEAFOOD CITY - MARKET Issue Date: Receipt No.: R10 -00701 Payment Amount: $654.15 Initials: WER Payment Date: 04/26/2010 10:27 AM User ID: 1655 Balance: $0.00 Payee: SEAFOOD CITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1028 654.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.103.00.00 000.345.830 000.322.103.00.00 Total: $654.15 96.60 24.15 533.40 PAYMENT RECEIVED doc: Receipt -06 Printed: 04 -26 -2010 OP of Tukwila. � Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htai://www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 01 -26 -2010 at 13:53:51 01/26/2010 RECEIPT NO: R10 -00125 Initials: JEM Payment Date: 01/26/2010 User ID: 1165 Total Payment: 11,575.38 Payee: DUKWILLA SEAFOOD CITY SET ID: 0126A SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -020 2,514.03 D10 -021 2,029.24 D10 -022 5,639.60 EL10 -0055 130.63 EL10 -0058 710.85 M10 -010 97.06 M10 -012 281.51 PG10 -007 39.11 ,PG10 -008 133.35 TOTAL: 2,514.03 PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount Payment Check 1006 11,575.38 TOTAL: 11,575.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW 000.322.100 000.345.832.00.0 000.345.830 000.322.100 000.345.830 TOTAL: 56.97 841.48 9,176.93 250.00 1,250.00 11,575.38 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 4/ 9("7i c/ Type of Inspection: ,i.1.4 /— ,R< Address: /. &5' A/( Date Called: Special Instructions: Date Wanted: 7— /Z --/O a.m p.m. Requester: Phone No: /� /-; q/6, - c7 /2 —62)c Approved per applicable codes. 0 Corrections required prior to approval. g COMMENTS: i-)00# J%,1"(41.94)/frig //-// %/ Date: $ 40 REINSPECTI�FE EQUIRED. Prior to inspection, fee must be •aid at 6300 Southcen r lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 1t' )O -Ooh to INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3/ Project: seiTci.. p . a r -1,1 Type Type of Inspection:! c, look 1 Address: eel ` • Date Called: Special Instructions: Date Wanted: -7- 2-- in /�(.a.m'. m, Requester: Phone No: ElApproved per applicable codes. ❑ Corrections required prior to approval., COMMENTS A . Y ∎ >Jvi --(tervvq, 16-k' Inspe Date: 0.00 REINSPECT! N FEE REQUIRED :Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ri..�SLL•c� �+._,.• �z. �,....., eaa ltx�ea..,.�.,�_...fi_�S�uT�r� -- ��,¢�:a.�. clm'zi31c: P((1-6,0 INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prot J Type o� : r5,-; ign: Address: &J SzL& ' / r (3( _ Date Called: Special Instructions: 1 Date Wanted: a.m. Requester: Phone No: _J(Co —Fs- /Z -0215 ElApproved per applicable codes. Corrections required prior to approval. 6 COMMENTS: �• Bc,,,k1,,,„s to.!i-:\*.t.... 6431A•if N ,� \RAC -C6./FRS - Qperti. :,, -4 -an k (- AkLve 5. Ti ftcAL f td.k) - ea tZ - - N •1N ■I E S, \=•)•\e v�w tcg r 1k L N E FflG IPt iii ti. .i i .t Datg: 0.90 REINSPECTION FEE ROUIRED..� -ior to inspection, fee must be id /at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit / °6 /D vat P RMIT NO. • (206)431 -3670 Project: / -SP od /E ,/t' / Type of Inspection: / .2Ir,y 4 - .1; Address: /366 Sec / /17A(1 Date Called: Special Instructions: Date Wanted: Z,„ — 2 1-7— /U a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: G- 2 t. —/� 60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: // INSPECTION NO. INSPECTION RECORD Retain a copy with permit PGr o -063 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: • S F Ot.) C IT -f Type of Inspectio , &' .S Addre s: Date Calie`d°— Special Instructions: Date Wanted: a.m. 23 — (0 p.m. Requester: Phone No: 1 — 8'12 --- oZcs' 1pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (r P t < Co ft S ‘,.- t kks E S - C e-)A,9 1E (t- AZ Ake-, tf. ---1- A /lNk® d C rur-r l Date: do —Z3- Io ..6i 10 REINSPECTION FEE REQUIRED.'Rriorto inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit e16 P6 t o -ooe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. V— (206)431 -3670 Project: Type of Inspection: /�^ 5^ ,[ Ad 1r )1�, 5L- 1 , J Date Called: rd1/-c� Special Instructions: Date Wanted: (.3- -r rm: Requester: Phone No: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /�^ 5^ ,[ ' /. 6-1/7/e?' A m y h- A., rd1/-c� Date: 6 x.00 REINSPECTION FEE EQUIREq Prior to inspection, fee must be id at 6300 Southcenter B141., Suite100. Call to schedule reinspection. Receipt No.: Date: ?}tea rail .� .. 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 -3670 Proiec . __._ 4J o'/ (2,./y Type o nspection: lc LILA_ 6 tt-- . P (GA Ail Address: I3(Y SL »l( Date Called: Special Instructions: Date Wanted: ,. S--ZL -(d p.m. Requester: Phone No: i- - '75.1 --'70 2-d ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A, C4/►/- nspector: EINSPECTION FEE R UIRED ri 6300 Southcenter Blvd., 00. C Date: 5 —2 G -/f 0.0 R or to inspection, fee must be aid t 6 all to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ,54/1 PERMIT NO. (206)431 -3670 Project: Type of spection: Address y s3 j C Mt Date Called: Special Instructions: I'7 •. Date Wanted: a.m. , 2_62 — i v p.m. Requester: Phone No: Phone - '754 -7o24 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: f 4, (, • ,411--- £E _ spar /fin tip /1y4 wtiL (Inspec o Date: 5-2C —'/ r d.00 REINSPECTI0 FEE RpbUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _, -.. _.� xbe• acter,_t;„ ,a.. , W,_� .. ,<,�a- ,. INSPECTION NO. INSPECTION RECORD Retain a copy with permit / ve De) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec Type of Inspection: ''7' 1f f) /sAJr47 s)/J'4»► ))/.ls14P Adess: / .ie.gog Sd /074v Date Called: Special Instructions: 1 Date Wanted: 5- 2/-/O a.m. p.m• Requester: Phone /G -847f p 2/S ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS:. / / %o'j ,/ r0. enne erg ` (G�# E 4 ' "909,"4/so . ''7' 1f f) /sAJr47 s)/J'4»► ))/.ls14P I`1.11e- /Ai A-4 //s ofr/, // r✓6‘.i /0 ,lye /;41,17'0,43 . a . Inspectb►': Date: 1 / / 8.00 REINSPECTION FEE EOIUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (2061 31 -3670 Proje 40 Air.4 ---- —,1 Type of lnspectio _1 p ,... A, 1 Address: ° ,,✓ Date Called: Special Instructions: Date Wanted �7 ap. -mom. equester: Requester: Phone N4:0, 9( __._-8- / ■ 02( S. ❑ Approved per applicable codes. 121 Corrections required prior to approval. COMMENTS: ,+ 0 li 14/e l St/,�v/7 . ib ?i>F2 — --SO44 d d` f /l7p _1 Lt/(/ s 7.1a 9 -,% /9S ,-)/45//co. ° ,,✓ 4, //6- , Dat _ 2y `b .00 REINSPECTION FEE REQGIRED. Prior to inspection, fee must be said at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD PG I0 _002 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Projec : � d� G,T.�% Type f Inspection: �0(6 ._c/ P6 Address: ► (3 (.5e sc_ M k(( Date Called: _ Special Instructions: s4� < s Date Wanted. (4 /� S /m. Pm Requester: , pp - Phon,lo -,F02-0245 IDApproved per applicable codes. El Corrections required prior to apbroval. (- COMMENTS: A •f�p 0 f40� , jUvFe-h 1 s4� < s , .J iv, ./ '— 710 rt /r , pp - liG✓./ iy -- 02 '' 62., f'a 1).!-i N Date: 0 REINSPECTION F REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION "1`4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `,P6,0,60& S ` c_ Type nspectiop: j D Al Address: i 3 (o & __S L ( ( Date Called: P Special Instructions: b OA Date Wanted: — / 0 ' " ( 0 / S a.m. RCS Requester: C W SJ S , ( -4 Phone No: 4 ZS- — 751 '7o ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: - D Al . � ly0 n /,) .J 1 Qi b OA t.stii (% j S Q.. "v ,cP I (>1 C W SJ S , ( -4 - i r, c._..e v /C Y } •'A Inspedto r: Date: 0 LI $60.00 REINSPECTION FEE REOI�RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ��,. .� __...n- .s_- .._lefl,ot.' '7�.�a�..aa:..i s - - = F. ...•., — - ,�..L- ,.vc.ey.e..�.c .,..aa i..,...uu ._-. _ �s ..,.r= - . . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit p6/d -oog PERMIT NO. Project: S-'✓^' Od ,y, / Ar C. I N( k-r Type of Inspection: Grout .� (,t) d I {DvJJ AT prbli ei - S.Z- rjJ Address ` ( ��� S� ' q"loll Date Called: P l c_ ` - te r S : 2 4 - Special Instructions: Date Wanted: .-f —27' / o a.m. '.�% Requester: ,A1 J 0_4) Phon No: 4 , (L -o2f5 Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: {DvJJ AT prbli ei - S.Z- rjJ J 6 - , . A i A P l c_ ` - te r S : 2 4 - 0 ,)r (i)/ A S Air o -1 he k T so ,A1 J 0_4) tr Inspector: ❑ $60.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,2n -�3 Receipt No.: Date: d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Pb /0 -oo g PERMIT NO. !! (206)431 - 367; :: Project: Sea�Daok C:-+-y Type of Inspection: P u) F I.4 — E WA 4/15+4 Lei for D1a,i s _ 1s# Address: II (.neg Sot 4't1 ce,,4 e r 1 c Date Called: I cp 1 30' /6 fsh s-k4-,or) ;fide-flow ; ns4 Al Special Instructions: Date Wanted: 711It0 Vim. p� Requester: A!an Phone No: _ 116, —ga- o2-IS ❑ Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: — E WA 4/15+4 Lei for D1a,i s _ 1s# fsh s-k4-,or) ;fide-flow ; ns4 Al per e t f p r o t ed p/ v . 1-- GhS1-t r ta/t k- A i t I /) 54m. 11 .ei sor kr P Inspector: pS Date: 7 l 1 f 10 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: BACKFLOW PREVENTION ASSEMBLY TEST REPORT b (v �vC' ACCOUNT # NAME OF PREMISE 5-e.c r b 6' v, t I "f Commercisl7 Residential ❑ i, SERVICE ADDRESS CITY ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY Flit S f f fM 4 lCj e r rp' DOWNSTREAM PROCESS DOVi1.i;0717 L S€ Y V11( t, DCVA ❑ RPBA PVBA ❑ OTHER NEW INSTALL J EXISTING ❑ REPLACEMENT ❑ OLD SER. # PROPER INSTALLATION? YES ' t NO ❑ MAKE OF ASSEMBLY G) Itt5 MODEL 6O O. fiv- 0' SERIAL NO. 2-1 SIB 0 D INITIAL TEST PASSED FAILED ❑ .DCVA / RPBA CHECK VALVE NO.1 LEAKED ❑ 0 c) PSID DCVA / RPBA CHECK VALVE NO.2 LEAKED ❑ 1-kt a ft' ? PSID RPBA OPENED AT 3 _ 6 PSID #1 CHECK «- (Q PSID AIR GAP OK? 7 o 5 NEW PARTS AND REPAIRS CLEAN REPLACE PART ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEAN REPLACE PART ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEAN REPLACE PART ❑ ❑ ❑ ❑ ❑ . ❑ ❑ ❑ PVBA/SVBA AIR INLET OPENED AT PSID DID NOT OPEN ❑ CHECK VALVE HELD AT PSID LEAKED ❑ CLEANED ❑ REPAIRED ❑ TEST AFTER REPAIRS PASSED ❑ FAILED ❑ LEAKED ❑ PSID LEAKED ❑ PSID OPENED AT PSID #1 CHECK PSID AIR INLET PSID CHK VALVE PSID AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading LINE PRESSURE -7 0 PSI CONFINED SPACE? .4) 0 CERT. NO. j 3331 DATE 06 0- TESTERS PHONE # (q Zs) 75 101 7 REMARKS: TESTERS SIGNATURE: Rr TESTERS NAME PRINTED: c i "e f r , c-f REPAIRED BY: FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 01 / 07/ D GAUGE # 06016 51514 MODEL eicli 5 SERVICE RESTORED? YES I ca l& that this report is accurate, and I have used WAC 246 -290 -490 approved test methods and test equipment DATE NO ❑ BACKFLOW PREVENTION AbbtmDI- ■- ■ ACCOUNT# NAME OF PREMISE SERVICE ADDRESS CONTACT PERSON Pr jo - -odb Commercial ❑c Residential ❑ CITY ZIP LOCATION OF ASSEMBLY r( G7 G Ul C L'�� DOWNSTREAM PROCESS go� r PHONE ( ) Le- 0-F- 3 FAX ( ) CHtv'). 5 /ti'( DCVA ❑ RPBAJI PVBA ❑ OTHER PROPER INSTALLATION? YES -ill NO ❑ NEW INSTALL (� EXISTING tt1❑< REPLACEMENT 0 OLD SER # , MAKE OF ASSEMBLY V- ° 131 J MODEL6ngYl /1.j 6 SERIAL NO. Z- ° S 5 SIZE 7 �f ii INITIAL TEST PASSED E DCVA / RPBA CHECK VALVE NO.1 PSID LEAKED. • �� ��+ - '`` FAILED ■ • NEW PARTS AND REPAIRS CLEAN REPLACE PART • • • • • • • • TEST AFTER REPAIRS PSID LEAKED • PASSED • FAILED • DCVA / RPBA CHECK VALVE NO.2 LEAKED ❑ -;etc? F,41/r PSID CLEAN REPLACE PART ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LEAKED ❑ PSID RPBA OPENED AT .)PSID r; s #1 CHECK PSID AIR GAP OK? CLEAN REPLACE PART OPENED AT PSID #1 CHECK PSID PVBA/SVBA AIR INLET OPENED AT PSID DID NOT OPEN ❑ CHECK VALVE HELD AT PSID LEAKED ❑ CLEANED ❑ REPAIRED ❑ AIR INLET PSID CHK VALVE PSID AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading LINE PRESSURE ()PSI CONFINED SPACE? Ail 0 REMARKS: -' �/ TESTERS SIGNATURE: ;`Tl�it%,� ri TESTERS NAME PRINTED: r,1- (r t REPAIRED BY: FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 1 / °l /0 7GAUGE # c.,(2- 105'Vi MODEL S Ut ; SERVICE RESTORED? I certify that this report is accurate, and I have used WAC 246 - 290 -490 approved test methods and test equipment re, DATE �t�_'� ---jC� CERT. NO. / 3 i ..� / TESTERS PHONE # (&j 2-S) -7 S `'l 1 c 1 6) DATE YE NO ❑ BACKFLOW PREVtn I lUn AOOicmoa.1 . I MINII• ■ • )f„.10 - oof ACCOUNT # pp 1 NAME OF PREMISE 5,b.fheti CAI Commercial tic Residential 0 SERVICE ADDRESS CITY ZJIP PHONE( ) FAX( ) CONTACT PERSON jr LOCATION OF ASSEMBLY Pr tSh / 'UAW Ash ?q' £ h.b DOWNSTREAM PROCESS 4 Sh1 ' 1%eSi. AIOLVR5 DCVA O RPBAlif PVBA 0 OTHER NEW INSTALL1 EXISTING 0 REPLACEMENT O OLD SER. # PROPER INSTALLATION? YES* NO 0 MAKE OF ASSEMBLY 5 MODEL Coq M3 Q 2 �- SERIAL NO. $ SOT-- k SIZE 3/i W AIR GAP INSPECTION: Required minimum air gap separation Provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE Z 0 PSI CONFINED SPACE? N 8 TESTERS SIGNATURE: TESTERS NAME PRINTED: "X4 Ski Er fit V-17 CERT. NO. tt.gt11 DATE 1)6 '243-16 TESTERS PHONE #( Z -75(/ 161 c REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 0n in /OCIGAUGE # 66070ca 1 MODEL QLiS SERVICE RESTORED? Y I ewes s that this matt is accurate, and l have used WAC246 -2910 -490 approved test methods and test ettliPmetti. NO 0 INTI'IAL TEST PASSED 1 FAILED • DCVA /RPBA DCVA /RPBA RPBA SAT OPENED AT PSID , CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT Al .0 PSID #1 CHECK % PSID DID NOT OPEN • LEAKED • LEAKED • Q ■ D PSID 1. PSID AIR GAP OK? ye NEW PARTS AND REPAIRS (LEAN REPLACE PART • • CLEAN REPLACE PART • • CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • LEAKED • • • • • • • • • • • • • CLEANED • • • • • • • REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED ■ LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation Provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE Z 0 PSI CONFINED SPACE? N 8 TESTERS SIGNATURE: TESTERS NAME PRINTED: "X4 Ski Er fit V-17 CERT. NO. tt.gt11 DATE 1)6 '243-16 TESTERS PHONE #( Z -75(/ 161 c REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 0n in /OCIGAUGE # 66070ca 1 MODEL QLiS SERVICE RESTORED? Y I ewes s that this matt is accurate, and l have used WAC246 -2910 -490 approved test methods and test ettliPmetti. NO 0 n - ack KFL flo,w= Specialties RECEIVED .a s„ O • �($19j•� 27 =2525 � Fax: (619) 527 -2527 MAR 11[U10 �>WwMtaintricanbackJlow.com . REVIEWED F CODE COMPLI APPROVE APR 2 3 2010 City of Tukwila BUILDING DIVISION FEATURES Lowest head loss in the industry No special tools required to service units Few moving parts In -line serviceability Poppet type check valves Independently operated Sturdy, durable, corrosion resistant Hydraulically actuated relief valve Easy to install FLOW CURVES ( 2 5!j! i �■.�rj■■ imuedi ' ■,��{�Ei■■.■J L ■r ■ l �1'1 Puliir,%sese.■eea::■ ssasse�::as'..�su:n:lsoeeeii isii :ee:i �:ai6 tmmzime iBL : ! • ■ e i�� Riil�Qiii: w l i lile'P -s allu "aisfe:eat eemni =...._ _ rrr■ ifirm : u:naaanes ipes saese e•raar ■■amIn ru. ■.■r . dm la. : �� 12.25 -s 6.5 a llia::::s:u 5.75 e 7 15 16.5 16.5 10.44 1 14.75 12.75 16.12 0.5 3.5 5.75 3 7 15 20 I i Ii10 5 0 06.15 GPAO 50 rie■ar■•■■■•■■ raa: : e • : ::isae;# a • : :ea=ei •• :... B • r p...1pSee ra • .f■.�■ae■el- ll�i :s :R��la°is'��� lilE Mi.+�■��. ■... `r�i3L� ■N•Aal�ril../�� 0,6': a� '1■ :'EC :eiS•,ii9. ■6aCti16�i1�L�. e7 :'.�Cl: ■ ilea m : iit asl� :nliililusliaiel :Firm resn:anas :: as••' sa:eesa:ssaat:o ■.ease: 100 150 200 2 COMPLIANCE As of 2001, this unit is approved by USC's FCCC & HR, and IAPMO. PRESSURE - TEMPERATURE Suitable up to 150 PSI, from 33 °F to 140 °F. OPTIONS B - with full port resilient seated ball valves ------- S - with bronze "Y" strainer U - with union connections L - without shut -off valves FILEC CORRECTION LKI :: �, _: W ©KS a XEN- company Model 575 Reduced Pressure Principle 3/4" to 2" APPLICATION The WILKINS Model 575 Reduced Pres- sure Principle Backflow Preventer has been designed for installation in potable water lines where potential health hazards exist. DIMENSIONS & WEIGHTS MODEL SIIE DIMENSIONS (INCHES) WEIGHT(LBS) A ■W Vves A Cabo WA A Drab SO Valves B Una Mop llama C Co E F 1r M• ...... MCI 6,y Mo. ■•1 vovn Mt./. w+.. N0e1 V.w. 3/6 13.75 12.25 15.12 6.5 3.5 5.75 3 7 15 16.5 16.5 10.44 1 14.75 12.75 16.12 0.5 3.5 5.75 3 7 15 17.5 16 20.53 11/6 10.25 16.75 WA 12 4.7 $ 0.5 7.25 22 26 26.5 WA 11A 10.75 16.75 51.25 12 4.7 5 3.5 7.25 22 26.5 28.5 25.6 2 21 16.75 22.25 12 4.7 5 3.5 7.25 22 28.5 22 55.2 TYPICAL INSTALLATION Install with minimum clearance of 12" from floor or grade. Leave ample room for testing and maintenance. Protect from freezing. Do not install in a pit. PROIECIIVE ENCL OSURE WILKINS MODEL. AG • AIR GAP MATERIALS All corrosion resistant Cast bronze maincase Stainless steel springs Rubber check valve discs Cast bronze relief valve body Stainless steel bolts s Neptune Rlt:hwolt. SMR �C�1 FEATURES Lowest head loss in the industry No special tools required for maintenance Compact size Easy to install Modular design Unitized spring assembly for safety One piece sleeve & seat FLOW CURVES 150 200 250300 260-400 450 E15 X10 I5 00 ,ww, 500 1000 1500 2000 :ri•s:::.: :: : :rumen i ju : :::r::a•e PI!Ii2E991EIE9e? ::E :s ue::t:::r.°-.:i� itinr OPTIONS R - with resilient wedge shut -off valves FS - with flanged strainer FSC - with epoxy coated flanged strainer ROS &Y - with resilient wedge OS & Y shut -off valves L - without shut -off valves MATERIALS All corrosion resistant Cast iron maincase, epoxy coated (FDA approved), inside and outside. Brass poppet type check valves- unitized spring assembly, independently operated, stainless steel springs. One piece brass sleeve and seat- easy to remove PRESSURE - TEMPERATURE Suitable up to 150 PSI, from'33 °F to 140 °F. American Ilacl~jlowSpecialties 14.11-'lv.anteri unbacJ.f/ow:com WILKINS a SEX company Model 575 Reduced Pressure Principle 2-1/2" to 6" DESCRIPTION The WILKINS Model 575 Reduced Pressure Backflow Preventer consists of a main body with two check valves and a connecting exter- nal pressure differential relief valve located between the two check valves. Check valves are spring loaded and operate independently. The relief valve functions automatically by sensing the pressure differential across the first check valve and discharges backflow to atmos- phere in the event the check valve becomes damaged or fouled. TYPICAL INSTALLATION Install a minimum of 12" above floor. Protect from freezing. Use adequate support blocks. Leave ample room for maintenance. DIMENSIONS & WEIGHTS SIZE inches DIMENSIONS NRS 06„4•„' elegn WFJGHTLBS A B C D E E E a. . , w,° 21/2 35 20 7.5 8.75 13 1e 13 180 256 118 3 36 20 7.5 8.75 14 19 15 204 271 118 4 46 28 9 11 14 24 20 380 482 249 6 57 36 11 16 21 30 24 865 1023 640 (800) 66-BKFLO (G19) 527 - 2525 Fax: (619) 527 -2527 B- ack ecialties KFLO {0112 7'2528 Fax: (619) 527 -2527 wwwtantjrlccanbackfow.com ii 1 INDIVIDUAL PARTS - MODEL 575 -1 -114" to 2" NO RELIEF VALVE COMPLETE DESCRIPTION OTY. 1 TUSE(UPSTREAM) 2 �TUSEFITTING j 3 t SEAL SCREW 4 BOLT 5 !SPRING 6 .SPRING RETAINER 7 : STEM NUT — 8 0-RING __ — 9 I WASHER. UPPER DIAPHRAGM 10 DIAPHRAGM 11 WASHER, LOWER DIAPHRAGM 12 TUBE 13 0 -RING, UPPER STEM 14 ;QUAD -RING. LOWER STEM 15 I STEM ASSEMBLY MOO 111 16 0 -RING, SEAT 17 SEAT 18 SCREW 5754•CU 575436A _ 2 5752A-38 2 552.11A 6 ` 5752-11 1 19 I SEAL RING 20 - SEALRETAINER 21 SPACER 5754A -33 . 5754A -80 I 2 57529 108N 1 5752 -80A 5754-43 5754.80 5754 -36 010N 4128N 1 3 1 5754.12 1 5754-346 5752.14A i{ 5754-50 136N 5754.18 5752 -11A MODEL 575 - 3/4" to 2" Kits & Parts REPAIR KITS - MODEL 575 - 1-1/4" to 2" � I` NO. RK-016 RELIEF VALVE REPAIR KIT Model 575 1W, 1 W, 7 Only PART N0. PTY. DESCRIPTION 5754A -33 1 1 i SPRING, RELIEF VALVE 5754 -43 j '1 DIAPHRAGM 010N , 2 i O -RING, UPPER STEM 4128N _ 1 _ 1 i QUAD -RING, LOWER STEM 136N 1 O-RING, SEAT 5754 -12 1 SEAL RING, SEAT 8387 -601 1 WASHER MOD I 028N 1 1 0:RING,.MOD I 108N 1 0-RING 012N 1 ; 0 -RING 5752 -11A 3 1 SCREWS 1-1/4" & 2" REPAIR KITS - MODEL 575 - 3/4" & 1" NO. RK-005 RELIEF VALVE REPAIR KIT Model 575 Va & I" Only PART NO. OTV. I DESCRIPTION 2 5752A-33 ■ 1 !SPRING, RELIEF VALVE 1 5752 -43 1 1 iDAAPHRAGM . 552.11A 011N 1 O -RING. UPPER STEM — 5752-11 116N ISP.RING 1 0 -RING. LOWER STEM 6: I SPRING RETAINER _ 024N 5752A -80 1 0 -RING, SEAT 5752 -9 5752 -12 2 1 SEAL RING, SEAT 1 5.752 -18 10 i DIAPHRAGM 1 SEAT 11 I OION 1 3 Q- RING —� —_ —� _ -- � -y_ 5752 -11A 5752 -36 3 SCREW 011N 5752-13 1 1 GASKET 1 INDIVIDUAL PARTS - MODEL 575 - 3/4" & 1" NO. REUEF VALVE COMPLETE DESCRIPTION OTT. 5752 -CU 3/4" & 1" 1 SPACER 2 5752.14A 2 I. TUBE FITTING 1 5752A -38 — 3 !SEAL SCREW 2 . 552.11A 4 • BOLT 6 — 5752-11 5 ISP.RING 1 5752A -33 6: I SPRING RETAINER 1 5752A -80 7 ;NUT, STEM _ _ 2 5752 -9 8. 10 -RING 2 010N 9 I WASHER. UPPER DIAPHRAGM 1 5752-80 10 i DIAPHRAGM 1 5752 -43 11 I WASHER. LOWER DIAPHRAGM 1 5752.80A 12 'TUBE 1 5752 -36 13 -RING, UPPER STEM 1 011N 10 14 O RING; LOWER STEM 1 116N 15 I STEM ASSY. 1 5752-50 16 I0 -RING. SEAT 1 024N 17 ;SEAT 1 575248 _18 1SCREW i 3 5752 -11A ! — — — 19 I SEAL RING 1 5752-12 20 SEAL RETAINER 1 5752-34 21 `O -RING, SEAL RETAINER 1 010N 22 WASHER 1 6214 23 WASHER 1 5752-14 3/4" & 1" 0 A--5 r--...,, 0 6-N ic.. .'f', ',........,_ 0 0 ■... -I A. - • N, sA it 1. , ..‘ .; '...k4:1/1 ® • - It 40 INDIVIDUAL ITEM 1 NO. . PARTS - MODEL DESCRIPTION GATE VALVE, TAPPED 575 3.'4" 552A-48T - 3/4" 1" 553A-48T to 2" 1 114" 554A-48T ' 11/2' 2" 555A-48T 556A-48T SEAL RING, POPPET BALL VALVE, TAPPED 5528-487 5538-487 5548-48T 5558-487 r 556B-487 556A-48 2 GATE VALVE 552A-48 553A-48 554A-48 555A-48 0-RING, UPPER STEM BALL VALVE 5528-48 5538-48 5548-48 55561-48 5568-48 3 RELIEF VALVE 5752-CU 5752-CU 5754-CU 5754-CU 5754-CU 4 POPPET ASSEMF3LY 552-300 552-300 554-300 554-300 554-300 5 SCREW 552-11B 552-118 554-11 554-11 554-11 6 WASHER 552-14 552-14 554-14 i 554-14 554-14 7 SEAL RING 552-12 552-12 554-12 554-12 554-12 8 POPPET 552-30 552-30 554-30 554-30 5754-33. 554-30 5754-33 9 NO. 1 SPRING 6762-33 5762-33 5764-33 .10 0-RING. COVER BOLTON 037N 037N 152N 152N 152N OTY. 0-RING, COVER SCREW ON) 146N 5752-3 146N 5752-3 N/A 5754-3T N/A 5754-3T N/A 5754-3T 11 NO; .1 CHECK COVER (BOLTON) No: i CHECK COVER SCREW 0N1 5762-38 5752-38 N/A N/A 554-11A N/A 12 SCREW - 5752-11 5752-11 554-11A 554-11A 13 SEAL SCREW 552-11A 552-11A 552-11A 552-11A 552-1 IA 14 TUBE FITTING 5752A-38 5752A-38 5752A-38 5752A-38 554-48R 15752A-38 554-48R 15 TEST COCK 552-48R 552-48R 554-48R 18. NO. 2 SPRING 552-33 552-33 554-33 554-33 554-33 554.3 17 NO. 2 CHECK COVER (BOLT ON) 552-3 552-3 554-3 554-3 NO.'2 CHECK COVER (SCREW ON) 552-3B 552-38 NIA N/A N/A 18 GASKET/I:I-RING 5752-13 5752-13 031N t 031N 1 031N 19 SCREW • 5752-11 5752-11 5754-11A 5754-11A I 5754-11A,. REPAIT KITS - MODEL 575 - 3/4" to 2" NO. RK-003 REPAIR KIT COMPLETE Model 575 3/4° & 1" Only NO. RK-014 REPAIR KIT COMPLETE Model 575 1-1/4", 1-1/2, 2" Only PART NO. QTY. DESCRIPTION 554-12 2 SEAL RING, POPPET 1 PART NO, 552-12 QTY. DESCRIPTION 2 1 1 SEAL RING, POPPET 5752-12 SEAL RING, RELIEF VALVE 5754-12 1 LSEAL RING, RELIEF VALVE 5752-43 5752-13 011N DIAPHRAGM 5754-43 1 ILAPI-IRAGIA_ 1 GASKET 031N 1 0-RING 0-RING, UPPER STEM 010N 1 0-RING. UPPER STEM 037N 2 0-RING. COVER (BOLT ON 152N 2 0-RING. COVER 116N 1 1 0-RING, LOWER STEM 4128N 2 1 1 1 1 1 *QUAD RING. LOWERSTEM. 024N 0-RING SEAT 136N _SLRIMQ_SEAT #2.SPRING 5752A-33 1 92_SPRING ____,...33 5754A-33 SPRING • ELIEF VALVE SPRING, RELIEF VALVE 5752-33 1 #1 SPRING _j_ 5754-33 j /1 $PRING 010N 3 0-RING 028N 0-RING. MOD I 146N 2 ()JUNG. COVER ($PREW ON) 108N 012N 1 0-RING 5752-11A 3 SCREW 1 0-RING 8387-601 1 WASHER 5722-11A 3 SCREW NO. RK-007 RUBBER REPAIR KIT Model 550 & 575 3/4" & 1" Onl NO. RK-008 PART NO. RUBBER REPAIR KIT Model 550 & 575 i-1I4, 1-1/r r PART NO. OTY. DESCRIPTION 552-12 2 SEAL RING, POPPET OTY. DESCRIPTION ' SEAL RING, POPPET 554-12 2 .7 N " 2 0-RING. COVER (BOLTON) 152N 2 1 0-RING. CQVER ko,__L.3 146N 2 0-RING, COVER (SCREW ON) American Backlimi) Specialties wwweanericanbackilowcorn (800) 66-BKFLO (61g) 527-2525 Fax.: (619) 527-2527 n Backflo.wSpecialties KFLO ;.(619)352,7.2525 Fax: (619) 527 -2527 w uaniericanbackfow.com MODEL 575 (2 -1/2" to 6 ") REPAIR KITS & PARTS RCPA1tit nl 1 o - L -IIL - lA 0 DESCRIPTION NO. RK -011 REPAIR KIT Model 550 & 575 21h" & 3' NO. RK -012 •REPAIR KIT Model 550 & 575 4' PART NO. 558 -12 OTY. 2 DESCRIPTION PART NO. SEAL RING 559 -12 OTY. 2 DESCRIPTION 1 SEAL RING 341N 557A -48TR 0 -RING, SMALL 426N 2 0 -RING, SMALL '353N 1 0 -RING, LARGE 439N 4 0 -RING, LARGE ' 604C -12• 2 WASHER • 72C -12 6 WASHER / .. �''' `, NO. RK -013 PART NO. 5510 -12 0T Y. 2 REPAIR KR Model 550 & 575 6' DESCRIPTION. SEAL RING 439N 2 O -RING, SMALL 448N 4 0-RING, LARGE . 604C -12 6 WASHER 1_ Il EP,t NO 1 DESCRIPTION OTYy v�w2 i :� "OTY. -w- 3" I OTY.I 4" OTY. 6" GATE VALVE, TAPPED RESILIENT SEAT 1 557A -48TR 1' 558A -48TR 1 559A -48TR 1 5510A -48TR GATE VALVE OS &Y, TAPPED RESILIENT SEAT 1 557A -48TR OS &Y 1 558A -48TR OS &Y 1 559A -48TR OS &Y 1 1 5510A -48TR OS &Y 2 GATE VALVE RESILIENT SEAT 1 557A -48R 1 558A -48R 1 559A -48R 5510A -48R GATE VALVE, OS &Y RESILIENT SEAT 1 557A -48R OS&Y 1 558A -48R OS&Y 1 559A -48R OS &Y 1 5510A -48R OS &Y 3 BOLT 8 558 -110 8 558-110 16 559-11 18 5510 -11 4 NUT 8 558 -9 8 558-9 16 558 -9 18 5510 -9 5 GASKET 2 557 -13 2 558-13 2 559 -13 2 5510 -13 6 RELIEF VALVE 1 5758 -CU 1 5758 -CU 1 5758 -CU 1 5758 -CU _ 7 8 STUD_- _____ _ NUT _ 2 _ 2 _ 558 -118 _ 5758-9 2 _,_ 2 558 -11B 5758.9 2 2 558.118 2 558-118 5758-9 2 5758-9 9 0 -RING, SMALL 2 341N 2 341N 2 426N 2 439N 10 0 -RING, LARGE 4 353N 4 353N 4 439N 4 448N 11 SCREW 2 558.11A 2 558.11A 2 558.11A 2 724 -11A 12 SLEEVE 2 558-2 2 558-2 2 559-2 2 5510 -2 13 SCREW (POPPET) 2 558 -11 2 558 -11 8 559 -118 6 552 -118 14 RETAINING PLATE 2 558-14 2 558.14 2 559-14 2 5510 -14 15 SEAL RING 2 558-12 2 558-12 2 559.12 2 5510-12 16 02 POPPET ASSY. 1 Note 1 Note 1 559-300 1 5510-300 17 112 COVER 1 558-3 1 558-3 1 559-3 2 5510-3A 18 BOLT, COVER 8 559 -11C 8 559 -11C 12 559-11A 16 5510.11A 18 PIPE PLUG 2 558 -7 2 558 -7 2 558 -7 2 5510 -7 20 TEST COCK 4 7218.48 4 7218 -48 4 721B-48 4 5528-48 21 NIPPLE, SHORT 2 101.21B 2 101.218 2 101-21B 2 102 -218 22 NIPPLE, LONG 2 558-21B 2 558.218 2 558-21B 2 5510-218 23 81 POPPET ASSY. 1 5758-300 1 5758 -300 1 5759-300 1 57510-300 24 01 COVER 1 5758-3 1 5758 -3 1 5759 -3. 1 57510-3 25 0-RING 1 031N 1 031N 1 031N 1 031N 28 PITOT TUBE ASSY. 1 5758380 1 5758-360 1 5759-360 1 57510 -360 lehv 27 FITTING 1 5758A -38A 1 5758A -38A 1 5758A -38A 1 5758A -38A 28 TUBE 1 1 5758 -36A 1 5758 -36A 1 5759 -36A 1 57510-36A 29 `. TUBE 2' 1 5758-368 1 5758 -368 1 5759.368 1 57510-36B 30 WASHER 2 6040-12 2 604C -12 6 72C -12 6 604C -12 Note: SPRING 0558 -33, POPPET 0558300 MODEL 575 (2 -1/2" to 6 ") RELIEF VALVE ASSEMBLY ` 1 INDIVIDUAL PARTS ITEM NO 1 RELIEF VALVE COMPLETE DESCRIPTION FITTING QTY. 1 5758 -CU 2 112" - 6" 5758A -38A 2 SCREW 9 5752 -11 3 BLEED SCREW 2 552 -11A 4 COVER .1 5758 -3A 5 HEX NUT 1 5758 -9 6 WASHER 1 5758 -14 7 LARGE DIAPHRAGM 1 5758 -43 8 SPRING RETAINER 1 5758A -80A 9 SPRING 1 5758A -33 10 PAN HEAD SCREW 6 5758 -11 11 GUIDE 1 5758 -31A 12 LARGE 0-RING 1 048N 13 RETAINER 1 5758 -80 14 SMALL DIAPHRAGM 1 5758 -43A 15 BODY 1 5758-1A 16 SMALL O -RING 1 011N 17 PISTON 1 5758 -35 18 SEAL RING 1 5758 -12 19 SEAT GUIDE 1 5758 -31 20 21 HEX HEAD SCREW 1 5754 -11 SEAT FLANGE 1 5758 -18 22 FITTING 1 5758A -36 23 0-RING 1 031N REPAIR KITS NO. RK -010 PART NO. 5758 -43 QTY. 1 RELIEF VALVE REPAIR KIT Model 575 Relief Valve 2 1/2" to 6" DESCRIPTION LARGE DIAPHRAGM 048N 1 LARGE 0-RING 5758 -43A 1 SMALL DIAPHRAGM 011N 1 SMALL 0-RING 5758-12 1 SEAL RING 031N 1 FLANGE 0-RING American Backflow Specialties w anrcricanbackflmv.com 18 \��1s C7 (800) 66 -BKFLO (619) 527 -2525 Fax: (619) 527 -2527 - - ac ow. Specialties KFLO (619) 827 2525 Fax: (619) 527 -2527 ,wwxsamericanbackflow cam FEATURES UNINTERRUPTED WATER SERVICE In -line serviceability Additional flow capacity LOW HEAD LOSS Lowest in industry LOW MAINTENANCE COSTS No special tools required to service units COMPACT SIZE Easy to install Corrosion resistant Heat treated application for long life BRONZE POPPET TYPE CHECK VALVES Unitized spring assembly for safety Independently operated ONE PIECE BRONZE SLEEVE AND SEAT Easy to remove MATERIALS All corrosion resistant Epoxy coated (FDA Approved) maincase inside and outside Brass poppet type check valves - unitized spring assembly, independently operated, stainless steel springs. One piece brass sleeve and seat - easy to remove. PRESSURE - TEMPERATURE Suitable for up to 150 PSI, 33 °F to 110 °F. APPROVALS The 575 -M8 and M10 have IAPMO, ASSE and USC FCCC & HR approval as of 2001. OPTIONS R - with resilient wedge shut -off valves FS - with flanged strainer FSC - with epoxy coated flanged strainer ROS &Y - with resilient wedge OS & Y shut -off valves L - without shut -off valves WILKINS a . company Model. M6, M8 & M10 -575 Double Check Valve Assembly FLOW CURVES PSI 6 15 10 PM o DIMENSIONS (INCHES) NRS 017 WEJGHT D.F" �tia7E� Les ABCDE FGH 1 J J J '- s:'�n, 648.575 64 19.5 14 9 20 12 4.5 7.6 9.75 18 10.25 215 566 775 426 648.575 80 23 17 6 28 14 5 6 11 19 12.5 23.5 11021504 646 Mt°- 575167 27 20 10.2 36 16 5 11 16 24 16.75 30 2260 CONFIGURATION M6-575 - 6" x 3" x 3" Two 6" wyes with Two 3" Model 575 RP Backflow Preventers M8 -575 - 8" x 4" x 4" M10-575 - 10" x 6" x 6" EMS MIMIC MI 1.� Ii ����_ maw imma _ l' -E- li = - =6,4.1==• -444 4444���6� ME 1000 2000 30 0 4000 5000 PM o DIMENSIONS (INCHES) NRS 017 WEJGHT D.F" �tia7E� Les ABCDE FGH 1 J J J '- s:'�n, 648.575 64 19.5 14 9 20 12 4.5 7.6 9.75 18 10.25 215 566 775 426 648.575 80 23 17 6 28 14 5 6 11 19 12.5 23.5 11021504 646 Mt°- 575167 27 20 10.2 36 16 5 11 16 24 16.75 30 2260 CONFIGURATION M6-575 - 6" x 3" x 3" Two 6" wyes with Two 3" Model 575 RP Backflow Preventers M8 -575 - 8" x 4" x 4" M10-575 - 10" x 6" x 6" .1 WILKINS a 2URN- company Model 500YSBR Water Pressure Reducing Valve with Integral B -.ass Check Valve SPECIFICATION SUBMITTAL SHEET FEATURES Sizes: ❑'/2' 0 3/4" ❑ 1" ❑ 1' /z" ❑ 2" ❑ 216" Maximum working water pressure Maximum working water temperature Reduced pressure range Factory preset Threaded connections (FNPT) Copper connections (FC) ❑ 1'/4" ❑ 3" 300 psi 180° F 25 psi to 75 psi 50 psi ANSI B1.20.1 ANSI B16.22 OPTIONS (Suffixes can be combined) ❑ - standard with single union FNPT inlet x FNPT outlet (1/2" thru 2 ") and less union (216" & 3 "). Includes in -line bronze "Y" type strainer with 20 mesh stainless steel screen ❑ C - copper sweat connection (1/2" thru 2 ") ❑ HR - 75 psi to 125 psi spring range, factory set at 85 psi ❑ HLR - 10 psi to 125 psi springe range, factory set at50psi ❑ HT - 210 °F maximum temp ❑ LPV - 210 °F maximum temp with 10 psi to 35 psi spring range, factory set at 20 psi ❑ LPC - 180 °F maximum temp with 10 psi to 35 psi spring range, factory set at 20 psi ❑ SC - sealed cage bell housing and stainless steel adjustment screw ❑ SW - made for salt water service ❑ 510 - 400 psi inlet rating and 75 psi to 125 psi spring range, factory set at 85 psi ❑ P - tapped and plugged for gauge ACCESSORIES ❑ Repair kit (rubber only) DIMENSIONS & WEIGHTS (do not include aka. APPLICATION Designed for installation on potable water lines to reduce high inlet pressure to a lower outlet pressure. The high flow capacity makes this device most suitable for industrial wa- ter lines and commercial irrigation systems. The direct act- ing integral by -pass design prevents buildup of excessive system pressure caused by thermal expansion. The bal- anced piston design enables the regulator to react in a smooth and responsive manner to changes in system flow demand, while at the same time, providing protection from inlet pressure changes. STANDARDS COMPLIANCE • ASSE® Listed 1003 (1/2" thru 2' /z ") • IAPMO® Listed (1/2" thru 3 ") • City of Los Angeles Approved (1/2" thru 3 ") • CSA® Certified (1/2" thru 2 ") MATERIALS Main valve body Access covers Fasteners Stem & plunger Elastomers Cap gaskets Springs Strainer screen Cast bronze ASTM B 584, Cast bronze ASTM B 584 Brass ASTM B 16 Stainless steel, 300 series Cast bronze ASTM B 584 Brass ASTM B 16 Buna Nitrile (FDA approved) EPDM (FDA approved) Natural vulcanized fibre Acetal (Delrinm' 500), NSF Listed Oil tempered wire, ASTM A 229 Stainless steel, 300 series (20 mesh standard) SIZE in. mm DIMENSIONS (approximate) - WEIGHT lbs. kg. CONNECTIONS in. A mm in. B mm in. C mm in. D mm in. E mm 1/2 15 SINGLE UNION 4 1/2 108 6 152 3 76 2 3/4 70 8 1/4 210 5 2.3 3/4 20 SINGLE UNION 4 5/8 118 6 152 31/2 89 2 3/4 70 9 1/8 232 6 2.7 1 25 SINGLE UNION 5 1/8 130 6 7/8 175 4 102 3 5/16 84 10 254 7 3.2 1 1/4 32 SINGLE UNION 6 5/16 160 7 1/4 184 4 3/4 121 4 102 13 1/8 333 9 4.1 1 1/2 40 SINGLE UNION 8 5/16 211 10 254 5 127 5 127 17 5/8 448 16 7.3 2 50 SINGLE UNION 9 1/2 241 10 3/4 273 6 152 6 1/2 165 18 5/8 473 24 10.9 2 1/2 65 LESS UNION 10 254 14 1/2 368 7 1/2 191 8 203 19 3/8 492 43 19.5 3 80 LESS UNION 11 1/8 283 16 406 8 1/2 216 8 203 25 635 60 27.2 Page 1 of 2 DOCUMENT #: REG- 500YSBR REVISION: 3/05 FALL OFF (PSIG) 20 15' 10 5 0 0 FLOW CHARACTERISTICS MODEL 500YSBR 1/2" THRU 3" (STANDARD & METRIC) FLOW RATES (I /s) 3.2 6.3 9.5 12.6 15.8 1/4 32mm 1 1/2' 40mm 2• 50mm 2 1/2' 65mm 50 100 150 FLOW RATES (GPM) 200 250 18.9 138 104 . 69 LL 0 35 a u_ 300 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted in accor- dance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. The assembly shall be installed with sufficient side clearance for testing and maintenance. The Model 500YSBR may be installed in any position. If installed in a pit or vault, specify the "SC" sealed cage option. Multiple installations are recommend for wide demand variations or where the desired pressure reduction is more than 4 to 1 (ie: 200 psi inlet reduced to 50 psi outlet). CAUTION: Anytime a reducing valve is adjusted, a pressure gauge must be used downstream to verify correct pressure setting. Do not bottom adjustment bolt on bell housing. MODEL DU DIELECTRIC UNION OPTIONAL PRESSURE GAUGE ira 1=11=11: I °1: i7"I Ihl= II=I= -I=I 1 - IIoIl I11= , IP , II DIRECTION OF FLOW I* HORIZONTAL INSTALLATION OPTIONAL PRESSURE GAUGE MODEL 850 SHUT -OFF VALVE VERTICAL INSTALLATION SPECIFICATIONS The Pressure Reducing Valve shall consist of a bronze body and bell housing, a separate access cover for the plunger and a bolt to adjust the downstream pressure. The bronze bell housing and access cap shall be threaded to the body and shall not require the use of ferrous screws. The assembly shall be of the balanced piston design and shall reduce pressure in both flow and no -flow conditions. The assembly shall be accessible for maintenance without having to remove the body from the line. The Pressure Reducing Valve shall be a WILKINS Model 500YSBR. Page 2 of 2 WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805 /238 -7100 Fax:805 /238 -5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905 /405 -8272 Fax:905/405 -1292 Product Support Help Line: 1- 877 - BACKFLOW (1 -877- 222 -5356) • Webslte: http: //www.zurn.com Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 CITY OW LA APK 06 2010 PERMIT CENTER Please consider the following responses provided to satisfy the comments made for plan check # PG10 -008 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See P -0.2, revised water calculation reference code to 2006 Uniform Plumbing Code (UPC). Response to Comment #2: See updated sheet T -1.0, clarified plumbing fixture calculations. Calculation provided for entire Seafood City Marketplace space which includes Seafood City market (D10 -022 & PG10 -008), Valerio's Bakery (D10 -019 & PG10 -006), Pinoy Kitchen (D10 -021 & PG10- 007, and Pharmacity (D10 -023 & PG 10 -009). Valerio's Bakery and Pharmacity are providing staff only toilet room in addition to required toilet facilities. Response to Comment #3: See revised floor plan on sheets A -1.0 and #1 /A -1.2 , provided hi -lo drinking fountain and omitted "not used" on detail #10 /A -1.2. Response to Comment #4: See revised floor plan on sheets A -1.0 and #15/A -1.2, revised floor plan to provide required number of water closet for womens' restroom per 2006 IBC table 2901.1 WA State Amendments. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File April 5, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr 4th Los Angeles, CA 90025 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG10 -008 Seafood City Market —1368 Southcenter Mall, Ste 100 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely, { 9 Je ifer Ma - all Pe it Technician cl File: 'G10 -008 W:\Permit Center\Correction Letters\2010\PG10 -008 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 19, 2010 Project Name: Seafood City Market Permit #: PG10 -008 Plan Review: Allen Johannessen, Plans Examiner (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) The Building Services Division has completed its plan review for the proposed Plumbing / Gas portion of the Seafood Market. This letter summarizes our review and the revisions required on your next submittal. 1. Sheet P -0.2 Water Calculations reference 2007 CPC. Revise calculations and title block to show compliance with the current 2006 Uniform Plumbing Code (UPC). 2. The following is a duplication of D10.022 building permit memo. For the purpose of showing consistency in all plans, please show changes on these plumbing plans for plan consistency. 1. Plumbing fixture calculations on the cover sheet indicates complying with Washington State (WS) Amendments of 1 fixture for each 500 occupants; which not the adopted WS amendments. WS Amendments read for Mercantile, 200 sq. ft. per person. Revise the fixture calculation to show compliance for the Seafood City. (IBC Table 2902.1 WS Amendments ('.rnnn &1) 3. A high -low accessible drinking fountain shall be required for the Seafood City. Occupant loads over 30 shall have one drinking fountain for the first 150 occupants, then one per each additional 500 occupants. Show on the floor plans provisions for a drinking fountain as detailed on sheet A -1.2 detail #10. Remove the "NOT USED" note on the detail. (IBC 2903.4.1 Washington State Amendments) 4. The occupant calculation for the Seafood City shall require two toilets for the women's restroom. Revise the plan to show the provisions for one additional women's room toilet. Men's restroom shall be sufficient. (IBC Table 2901.1 Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: PROJECT: PERMIT NO: PUBLIC WORKS DEPARTMENT COMMENTS April 5, 2010 SF City Market 1370 Southcenter Mall PG 10 -008 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) PW can not proceed with review of this permit application until the revised site plan prepared by a WA state professional engineer is included with this permit application. H: Joanna/PG10 -008a • • Carol E. Martin Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -008 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See updated T1.0 scope of work Response to Comment #2: See updated T1.0 — applicable codes Response to Comment #3: See revised plumbing drawings; sheets P -1.0, P -2.0 & P -3.0 — clarified extent of work for each permit and provided square footage & occupancy type for each suite. Also refer to bldg. summary /T1.0 for equation for occupant loading. Response to Comment #4: See updated T1.0 — provided table for plumbing fixture calculations. Response to Comment #5: See updated remarks for fixture mark number WH -2 & WH -6 on plumbing fixture schedule/P -0.2 — clarified hot water temperature to be no higher than 120 degrees. Response to Comment #6: See updated remark for fixture mark number IM -1 on plumbing fixture schedule/P -0.2 — install 1" approved type backflow prevention per code. Response to Comment #7: There will be no requirement for a type II hood for the commercial dishwasher used at kitchen locations. Response to Comment #8: Refer to updated general notes on sheet P -0.1— note #26 has been added "All floors shall slope towards the floor drains per section 411.2.1 of 2006 UPC ". 1. • • Response to Comment #9: Refer to sheet P -4.0 waste & vent isometric view showing sizes of waste and vent pipes and waste fixture unit schedule for total number of fixtures. All vent pipes are routed to the lower roof and will not affect the existing second floor or any mechanical units. Response to Comment #10: See updated sheet P -1.0 — provided general note indicating that all waste shall have a grade of 2% per section 708 of 2006 UPC — when pipe is 4" or larger. Response to Comment #11: Refer to sheet P -3.0 — provided pipe sizing table in accordance with table 402.2 & 402.4 Response to Comment #12: Refer to 1 /A -1.2 and 3/A -1.2 for plumbing fixture accessibility requirements, mounting heights and updated applicable codes /T1.0 Response to Comment #13: See 21A -1.3 — uni -sex toilet does not open directly to kitchen/prep area. Response to Comment #14: See A -1.1 A, A-1.1B & A -1.2 sheets that has been included in this submittal. Response to Comment #15: See updated sheet T1.0 — bldg. summary Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -008 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See reference sheet AR -1.2 that has been included for this submittal. Response to Comment #2: See revised plumbing drawings — clarified extent of work for each permit Response to Comment #3: Refer to updated sheet P -2.0 Response to Comment #4: Refer to updated sheet P -2.0 and attached backflow devise cut sheet Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File March 3, 2010 ‘11 Gity of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr 4th Los Angeles, CA 90025 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -008 Seafood City Market —1368 Southcenter Mall, Ste 100 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction . requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Carol Martin at 206 431 -3677 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Mir hall it Technician en File: PG10 -008 W:\Permit Center \Correction Letters \2010\PG10 -008 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Building Division Review Memo Date: February 22, 2010 Project Name: Seafood City Market Permit #: PG10 -008 Plan Review: Carol E. Martin / Plans Examiner • Tukwila Building Division Carol Martin, Plan Examiner (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) The Building Services Division has completed its plan review for the proposed Plumbing / Gas portion of the Seafood Market. This letter summarizes our review and the revisions required on your next submittal. The scope of work for this permit indicates general demolition and addition of service door. Please change scope of work to identify specific scope of work relative to this permit. Cloud the specific areas of work and provide only the specific plan drawings and details relative to the scope of work indicated. 2. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise the Code information to comply with current requirements for the City of Tukwila. These requirements shall be amended to include the 2006 Fuel and Gas Code/ 2006 Mechanical Code / SMACNA / 2003 ICC /ANSI 117.1 & 2006 IBC Chapter 11. / all with WA State Amendments. 3. Refer to Sheets P -1.0, P -2.0, P -3.0. Revise and submit a separate sheet indicating the Suite Numbers with separating line divisions between Suites. This should include Square Footages /Occupancy Type / & Equation for Occupant Loading. It is unclear which suites are which within the plans submitted. 4. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise and submit a table in conformance with 2902.1 "Minimum Plumbing Fixtures" in the WA State Amendments 2006 IBC. 5. Refer to Sheet P -0.2. under "Plumbing Fixture Schedule." Mark Number WH -2 & WH -6 have a remark indicating the temperature be set a 140 degrees. Section 413.1 of the 2006 UPC indicates limitation of hot water temperature for Public lavatories to be no higher than 120 degrees. Revise on re- submittal. 6. Refer to Sheet P -0.2 under "Plumbing Fixture Schedule ". Mark Number IM -1. The ice machine will require integral backflow protection or have a certified backflow test conducted prior to Plumbing Final. Provide the Manufacturer's Specification's indicating integral protection for the plumbing inspector at time of inspection. Prior to Certificate of Occupancy an independent agency shall inspect & approve all backflow devices such as soda dispensers, double check valves, reduced pressure preventer, etc. ID • 7. Refer to Sheet P -0.2. Will there be a requirement for a commercial dish washing within the two kitchen areas? If so, this should be addressed and incorporated within the next submittal and should be reflected on the Mechanical Permit for installation of a Type 11 Hood for exhaust. 8. Refer to Sheet P -1.0. Revise and include a General Note indicating that all floors shall slope towards the Floor Drains per Section 411.2.1 of the 2006 UPC. 9. Refer to Sheet P -1.0. Upon submittal of permit #PG10 -008 a declaration of "Fixture Quantities" was submitted. These quantities do not concur with actual quantities shown on the submitted plans. Our calculations of "Sinks" total 64. Adjust quantities accordingly on next submittal. An adjustment will be made on the Permit Fees. Outstanding fees are due prior to picking up Approved Set of Plans. An "Isometric" drawing showing the sizing of Waste & Venting for all fixtures must be submitted within the 2nd submittal. A table showing Fixture Unit totals per Vent. How does this effect the 2nd Floor above the Market? Several Vents go through the roof without off setting. How will this effect the roof and mechanical units for off sets & intakes? 10. Refer to Sheet P -1.0. Revise and include a General Note indicating that all Waste shall have a grade of 2 percent per Section 708 of the 2006 UPC when pipe is 4 inches or larger. *Only when approved by the Authorities Having Jurisdiction shall the pipe be laid at 1 percent. 11. A separate Sheet shall be submitted for Gas Piping Fixtures. Use Table 402.2 for estimating the volume of gas to be supplied. Or, per section 402.3 of the 2006 International Fuel Gas Code. Gas piping shall be sized in accordance with one of the following : a. Pipe sizing tables or sizing equations in accordance w /section 402.4 b. The sizing tables included in a listed piping systems manufacturers installation instructions. c. Other approved engineering methods. 12. Revise and submit a separate sheet including "Accessibility" requirements for all Plumbing fixtures. This sheet should include Plan Views, Elevations, Dimensioning for Heights and Placement of fixtures and grab bars. A General Note indicating compliance with the 2003 ICC /ANSI A117.1 & Chapter 11 of the 2006 International Building Code with all WA State Amendments. 13. Refer to Sheet P -1.0. There is a Uni -Sex restroom adjacent to Pinoy Kitchen. This is a Code violation Section 2902.2.1.1 of the 2006 IBC & WA State Amendments. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public or residents of Group R -2 Boarding Homes & Residential Treatment Facilities Li censed by WA State. This restroom will have to be re- located. 14. Revise and submit sheets A -1.1 & A -1.2 of the Building Permit Submittal. These sheets need to be inserted within the previous submittal sheets. We will not accept loose sheet revisions independently. 15. Revise and submit relevant Code information with regards to Type of Construction /Sprinklered/Non - Sprinklered per Chapter 6 of the 2006 IBC. Insert this information on the Title Sheet. 1 Any omissions in these review comments or errors that may be subsequently found within the plans or specifications shall not be construed as an approval to reduce or waive the requirements of the Codes. The review comments contained herein apply to the Plumbing /Gas portion & related construction. Please ensure that all changes or modifications that have occurred through these review processes, or through other revisions that effect the building plan submittal are incorporated prior to re- submittal. Every effort has been made to ensure that these comments are as complete and comprehensive as possible, however, the City reserves the right to request additional information or revisions as may be necessary upon review of re- submittal. Please review and address each of the remaining comments noted above and submit (2) revised plans and corresponding letter of response for our review. If there are any questions, or I can be of further assistance , please feel free to contact me via telephone at (206)431 -3677 or via e-mail cmartin@ci.tukwilawa.us PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 1, 2010 PROJECT: SF City Market 1370 Southcenter Mall PERMIT NO: PG10 -008 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please include a revised sheet AR 1.2 as reference, so Public Works can verify the correct location of pipe penetrations through the outside building walls. 2) On your plumbing plans cloud all the work that pertains only to the SF City Market. 3) Due to the nature of the operation of certain SF City Market departments (fish tank(s), fish cleaning/processing, meat processing, etc) RPPAs backflow prevention devises for cross - connection control in- premise isolation are required. 4) The last four (4) bottom items of the Plumbing Fixture Schedule table on sheet P -02 refer to Wilkins backflows, however locations where these backflows are to be installed is not shown on plans. It would be helpful if the table also gave location of backflow installation. Please submit backflow cut sheets and make sure that the backflows are from the WA State Department of Health Backflow Prevention Assemblies Approved list. Please contact Mike Cusick, PE, PW Senior Water Sewer Engineer at (206) 431 -2441 directly, if you have questions regarding the last two items. H: Joanna/PG10-008 • pERMTCOORDCopy• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -008 DATE: 04/06/10 PROJECT NAME: SEAFOOD CITY MARKET SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 100 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPART ENTS:11J0 V 71 ilding Division Fire Prevention Public Works Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/08/10 Not Applicable . ❑ Permit! Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 /06/10 Approved ❑ Approved with Conditions ki Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN it VIE ROUTING SLIP ACTIVITY NUMBER: PG10 -008 PROJECT NAME: SEAFOOD CITY MARKET DATE: 03/10/10 SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 100 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMEN S: 3 10 Al? (vision r%s "A' tip Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03/11/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required n No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: tv-a Bldg Fire ❑ Ping ❑ PW Staff Initials: l ' Documents/routing slip.doc 2-28-02 •ERMIT COON COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -008 DATE: 01 -26 -10 PROJECT NAME: SEAFOOD CITY MARKET SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENT:: �u�lding •ivlslon 4 Pub lc .r s Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 01-28-10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required n No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-25-10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg i1 Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2 -28 -02 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 : / /wwGtci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Plan Check/Permit Number: F'bib -co ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: ��� C9 -+�- -� oV Contact Person: Phone Number: Summary of Revision: 0 am 062010 4ERMIt CErorT 4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 12V I:\igt Entered in Permits Plus on OM `,a [ 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • • 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/0/ 2010 Plan Check/Permit Number: PG 10-000 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seafood City Market RECEIVED CITY OF TUKWIIA MAR .i.0 201Q PERMIT CENTS; Project Address: 1368 Southcenter Mall, Ste 100 Contact Person: 13111, r700111 Phone Number: (Ole) 735-550 Summary of Revision: - SSE Air,4NW SheetNumber(s): TI•d PK"1.2A'I•1/4t /- Ur,/ ro•i. r O.2 F -1.0 r -2.o r -3c r -4.0 "Cloud" or highlight all areas of revision including daat/tee� of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Williams Mechanical Inc UBI No. 601413863 Phone 4253030828 Status Active Address 3903 Smith Ave License No. WILLIMI088PA Suite /Apt. License Type Construction Contractor City Everett Effective Date 10/1/1992 State Wa Expiration Date 10/1/2011 Zip 982014549 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WILLIPH136Q4Plumbing Williams &Amp; Htg Inc Construction Contractor Boiler /Steam Fit/Proc Piping Plumbing 11/24/1987 11/19/1992 Archived Business Owner Information Name Role Effective Date Expiration Date Williams, Bradley P President 01/01/1980 Bond Amount Williams, Deborah K Secretary 01/01/1980 2271807 Zuccarini, Michael J Agent 01/01/1980 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 INS CO OF THE WEST 2271807 10/01/2007 Until Cancelled $12,000.00 10/01 /2007 2 CBIC 634038 09/30/2001 10/01/2007 $6,000.0009/25/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 CONTINENTAL WESTERN INSURANCE CWP2643064 09/30/2007 09/30/2010 $1,000,000.00 09/23/2009 15 CONTINENTAL WESTERN INS CO CWP2643064 09/30/2006 09/30/2007 $1,000,000.0009 /26/2006 14 WEST AMERICAN INS CO BK053242160 09/30/2004 09/30/2007 $1,000,000.00 09/18/2006 13 TRANSPORTATION INS CO C1078490135 09/30/2004 09/30/2005 $1,000,000.00 08/27/2004 12 TRANSPORTATION INS CO TCP107849013509 /30/2003 09/30/2004 $1,000,000.0009 /23/2003 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/26/2010 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON SUITE #100,110 120 (SEAFOOD GIN MARKET) REFERENCE PERMIT #: BLDG. $ SAFETY D10-022 MECHANICAL MI0 -012 PLUMBING - PGI0 -008 ELECTRICAL - - EL IO -005S HEALTH =- SRI188003 APPLICANT: ED EgE=BEC3� SEPARATE PERMIT REQUIRED FOR: �i echanicei LirElectrica! ❑ Plumbing Q Gas Piping °+ of Tuk�rrila i z.; pr.. DIVISION vtI __. Vi4..lON REVISIONS No changes shall be made to the scope of Mork without prior approval of Tukwila Building Division. Nora Revisions will require a new plan submittal ar ' !ray invzude additional plan review fees. FXLE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of the construction documents does not authorize violation . Receipt t the vlolatlon of any adopted code or ordinance p of approved Fie y and conditions is acknowledged: By '2-(f ltd Date: City Of Tukwila BUILDING DIVISION SUMMARY CONSULTANTS: * (CONSULTANT UNDER CONTRACT WITH OWNER) CIVIL ENGINEER: PAC LAND 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA. 48104 (206) 522 -a5I0 (206) 522 -8344 FAX ATTN: BILL FORTUNATO STRUCTURAL ENG I NEER: ANF g420.TELSTAR AVE., SUITE 118 EL MONTE, GA. 4I 131 (626) 448 -5I82 (626) 448 -80x2 FAX ATTN: ` MICHAEL WANG ELECTRICAL ENGINEER: HALLIS ENGINEERING 5410 WILSHIRE BLVD., #602 LOS ANGELES, GA. 40036 (323) 133 -1068 MECH. PLUMB. ENGINEER: ATTN: LEN FINBERG MBSE 31332 VIA COLINA, UNIT #112 WESTLAKE VILLAGE, CA. 411362 (818) 135 -5551 (818) 135 -5554 FAX ATTN: BILL BOOTH (PLUMB) ATTN: TOM NASROLLAHI (MECH.) (818) 348 -1556 (818) 348 -0111 FAX * REFRIGERATION: HILL PHOENIX 221 5. BERRY 5T. BREA, CALIFORNIA 412821 (114) 255 -1200 (114) 524 -x560 FAX ATTN: JOHN VAZQUEZ GRID NUMBER INTERIOR' ELEVATION 2 DIRECTION OF WALLS WALL NUMBER PLAN CHANGE/BULLETIN; EXTERIOR MATERIAL COLOR REFERENCE TUlG WIL,A BAKER BLVD DETAIL REFERENCE ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING WASHINGTON STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING CODE IQ EXISTING. TWO STORY BUILDING CONSTRUCTION TYPE 15 TYPE II -V FULLY SPRINKLERED OCCUPANT LOAD ANALYSIS PER TABLE 1 004.1.1' 2006 IBC 2. 2006 INTERNATIONAL BUILDING CODE- CHAPTER I I ICC /ANSI A111.1 (2003), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 3. 2006 INTERNATIONAL MECHANICAL CODE 4. > 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE 7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 8. 2008 NATIONAL ELECTRICAL CODE (NFPA 10) Suite # Description 100 SFC Market - Occup. Group M Sales Kitchen Occupant 1 I Load # of Total # of Factor t Occupants Occupants Min. 3` means of egress Re 'd S A when Egress Egress Occ Width I Provided exceeds Inches Inches ALL WORK MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK.` REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE- EXTINGUISHERS. (N.I.c ) 30,427 680 500 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY. CEILING OR WALL ACCESS' PANELS ` ' OR ACCESS DOORS AS 19,749 30 658.3 9$.7 1 0 20 5.5 -0.8 REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING 99 0 _ PLUMBING FIRE AND ELECTRICAL SYSTEMS. PROVIDE 6,412 50 12.8 1.9 500 8 APPROVED A55EMBLIES_WITH SELF CLOSING. DEVICES IN ONE 1 - R ION. . - I HOUR RATED CONSTRUCT 12 2. 81 50 6 110 Retail - Occup. Group M 130 Retail (Phamiacity) - Occup. Group M 140 Food (Pinoy Kitchen) Occup. Group A -2 Kitchen Customer /Seating 150 Retail (Valerio's Bakery) - Occup. Group M 163 301 5.41 5.4 185 30 6.2 6.21 1,301 30 43.4 43.4 1 2 354 78.4 I 1,274, 200 6.4 1,080; 15 72.0 1,506 200'.... 4.8 3.4 NO SCALE ABBREVIATIONS DIFFERED SUBMITTAL A/C ` AIR CONDITIONING A.C. ASPHALTIC L IG CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM A.S.R. `' AUTOMATIC SPRINKLER RISER BLK. BLOCK BLDG. BUILDING M.H. M.O. MT?.. TUKIAI I LA, !MASH I NGTON C.B. CATCH" BASIN G.J. CONTROL .JOINT C.L. CENTER LINE CLG. CEILING GLR. CLEAR COL. COLUMN GONG. CONCRETE CONT. CONTINUOUS G.T. CERAMIC TILE D.5. DOWN SPOUT E.D.F.` ELECTRIC' DRINKING- FOUNTAIN E.J. EXPANSION JOINT EJN.C. ELECTRIC WATER COOLER EXP. EXPOSED F.D. FLOOR DRAIN F.G. FINISH GRADE F.H. FIRE HYDRANT FIN. FINISH FUR. FLOOR F.O.G. FACE OF CONCRETE F.O.M. FACE OF - MASONRY F.O.S. FACE OF STUD F.S. FINISH SURFACE / FLOOR SINK N.I.G. NOT IN CONTRACT N.T.S. NOT TO SCALE 0/ OVER O.C. ON CENTER O.D. OVERFLOW DRAIN 0.5. OVERFLOW SCUPPER OPP. OPPOSITE P.L. PROPERTY LINE P.O.G. - POINT OF CONNECTION R.D. ROOF DRAIN SIM. SIMILAR T.G. TOP OF CONCRETE T.M. TOP OF MASONRY T.P. TOP OF PARAPET T.S. TOP OF SHEATHING TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE WITH W.H. WATER HEATER wTR. WATER V.I.F. VERIFY IN FIELD FIRE SPRINKLER FIRE ALARM RACK _4 GONDOLA ANCHOR DETAILS Entry Vestibule {Utility Room Toilet Rooms Co 'dors Loading Dock Totals 35,936 1 25.5 KING COUNTY APN: °2024700I0 5. ALL PENETRATIONS AT FIRE' RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, ' TEMPORARY GUARD RAILS, AND/ OR CANOPIES! AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. '1 EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING. THE PRINCIPAL`' STROKE OF NOT LESS THAN 3/4" WIDE' AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODE-5 AND /`OR APPLICABLE REGULATIONS. e. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT' THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES` SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE` BOLTS ARE PROHIBITED. 10. PROVIDE A READILY VISIBLE DURABLE" 516N ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. SUILDING: I. DEMOLITION OF REMAININ G EXISTING INTERIOR IMPROVEMENTS LANDLORD WILL' DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NEW BUILDING OPENINGS (PRODUCE SERVICE DOOR AND WAREHOUSE EXIT). 3. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR BALANCE OF GROUND FLOOR - 5,555 5F AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MECHANICAL: 5. INSTALLATION OF NEW MECHANICAL VENTILATION DUCT WORK FROM EXISTING ROOF TOP UNITS; INSTALLATION OF ALL L , NEW SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST; $ SUPPLY FANS AND KITCHEN HOODS AS INDICATED ON PLANS. PLUMBING: 6. INSTALLATION OF NEW PLUMBING FIXTURES AND PIPING (SANITARY WASTE, HOT 4 COLD WATER AND GAS LINES) TO BE TIED` INTO EXISTING PLUMBING SYSTEM AS INDICATED ON PLANS. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN I /2" BELOW THE THRESHOLD. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED WITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. THE GENERAL CONTRACTOR SHALL PROVIDE AND INST ALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR' AND LOCATIONS, PRIOR TO PROCEEDING. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR "APPLING` FINISHES ON WALLS.' . THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (ISO) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER' MAIN TO INTERIOR OF BUILDING. GENERAL CONTRACTOR. TO GLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT.` BIDDERS (GENERAL CONTRACTORS AND SUB - CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS AND SHALL, NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM: ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE LOSE TO COMPLETE THEIR .SCOPE OF WORK FOR A' COMPLETE AND PROPER FINISHED JOB. 3. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB - BIDDERS TO L ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. THE GENERAL CONTRACTOR'S BID SHALL BE DEEMED COMP L ETE AND REPRESENTING THE CONSTRUCTION DRAWINGS AND PROJECT' SPECIFICATIONS. GENERAL: TITLE SHEET CIVIL: D -I.0 DEMOLITION AND T.E.S.C. PLAN G -3.0 GREASE INTERCEPTOR PLAN C -5.0 SANITARY SEWER DETAILS ARCH TEGTURAL: AR -I.0 OVERALL REFERENCE SITE PLAN AR-I.1 ENLARGED REFERENCE SITE PLAN $ HARDSGAPE: PLAN A -0.0 OVERALL REFERENCE FLOOR PLAN DA -I.0 DEMOLITION PLAN A -I.0 FLOOR PLAN AA-1.1A ENLARGED FLOOR PLAN A -I.IB ENLARGED FLOOR PLAN A -I2 - ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS 4. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND WITHOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 6. EXISTING BUILDING FEATURES /CONDITIONS (INCLUDING' UNDER SLAB UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD' DRAWINGS PROVIDED BY LANDLORD'(WESTFIELD) WHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS WORK. 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED' FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS, FOR SIMILAR WORK SHOWN ON THE DRAWINGS AND/OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 8. ` WHEN SHOP `DRAWINGS ARE REQUIRED, ALL DIMENSIONS` ARE BE VERIFIED AT THE JOB SITE BYN THE GENERAL CONTRACTOR PRIOR TO FABRICATION OF THE ITEM. 4. WORK NOT INCLUDED IN CONTRACT' WILL BE DESIGNATED AS "NIC ",` "FUTURE" OR "BY OWNER" AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT.' ALL OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID_ PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. FLOOR FINISH PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN DETAILS ROOF PLAN MAIN SALES INTERIOR ELEVATIONS : UITE 130, 140 ISO INTCRIOR LLCVATION3 A -6.0 MISCELLANEOUS DETAILS A -6.I MISCELLANEOUS DETAILS A -1.0 BOOR 4 ROOM FINISH SCHEDULE STRUCTURAL: GENERAL NOTES FOUNDATION DETAILS ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS DEMOLITION FOUNDATION PLAN 2ND FLOOR FRAMING PLAN FOUNDATION PLAN 2ND FLOOR FRAMING PLAN II. SIGNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J- BOXES ACCESS PANELS AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH OWNER'S SIGN CONTRACTOR. ELECTRICAL: E -I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND E -2 LIGHTING PLAN E -3 POWER PLAN E -4 REFRIGERATION PLAN ADDITIONAL NOTES PUBLIC HEALTH - SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 10-022 & PG10 -008 }; Vale 0-021 & PG10-007,, and I' PANEL SCHEDULE MECHANICAL: M -I MECHANICAL SCHEDULE, DETAI LS, NOTES TES M -2 MECHANICAL FLOOR PLAN M -5 MECHANICAL ROOF PLAN M -4 ENLARGED TENANT MEGHANICA O L FLOOR PL AN M -5 GAPTI YEA! RE HOODS EXHAUST FANS, AND MUA UNITS M 6 ENERGY. FORMS PLUMBING: P -0.I PLUMBING COVER SHEET P-0.2 PLUMBING SCHEDULE P -0.3 PLUMBING DETAILS P -I.0 WASTE AND VENT P -2.0 HOT AND COLD WATER P -5.0 GAS; PLAN P -4.0 WASTE t VENT ISOMETRIC VIEW *REFRIGERATION: RI.O FIXTURE/PROBE PLAN R2.0 REFRIGERATION PLAN RS.0 PLUMBING PLAN R4.0 ELECTRICAL PLAN R5.0 sELECTRICAL SCHEDULE R6.0 COMPRESSOR WIRING R6.I DEFROST WIRING R1.0 REFRIGERATION EQUIPMENT DETAILS R8.0 EMS DETAILS R4.0 CASE 4 COIL DETAILS RS REFRIGERATION SCHEDULE REVISIONS: JOB NO. 09293 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01- 04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. &2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 0 . ' laITI I UllUTIES _PL14': / CB R1M=2\44 tr 2 a ONC(101: IE "CPNC(NE=1 cONC(N) DI( SDMH:11427.28■J IE 3 12"DI(N 1=19.3 . : SSMH R1M=27.65 CL CHAN id" (W/S)=15.2. ASPHALT CrIT,=2.82- E 12" NC(N).--.1g..,.a IE 1; C,owc(s)-...-gix RI 2 47 SOMCB SDMH -1M 22.82 E 6"CONC E) 20.8 IE 24"CONC(NW 1 .2 E 12"CONC(N)---,17.1, 15' ESM'T ROW IMPRO • ENTS LITIES REC. # 200706100339 ic. i 7 / vf-. coBx,c(;)2-42.1-/- // 30.00' CB. RIM=27:54 • \L-tri • .* 1E: 10"CONC(S)=23.2 YD M-2B60 89PVCI(S-)=26.4 LCONTRACTOR " TO: stioRE. PROTECT.* EX:.'" UTILITIES- WITHIN IRIM-=2EL63**,, , . . DEMOLITION AREA..:1- 87PV5S)="20;3*7 -CB R1M=27.50 El2"CONC(NW)=23.0 IE 12"CONC(S)=23.1 -SSMH RIM=27.48 CL CHAN 10" jN/S) 8"(NW)=14.9 DEMOLISH EXISTING CONCRETE. CURB. DEMOLISHED . CONCRETE MAY BE CRUSHED *. ON-SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED.- • - • .DEMOLISH EXISTING CONCRETE • SIDEWALK TO NEAREST JOINT. DEMOIJSHED. CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS :FILL IN PARKING AREAS. REPLACE IN -: KIND , WHEN GREASE 'INTERCEPTOR INSTALLATION: IS • . DEMOLISH AND REMOVE EXISTING ;ASPHALT. PAVEMENT TO .DEPTH:- SUFFICIENT •TO•-. CONSTRUCT NEW PAVING: AND IMPROVEMENTS.; DEMOLISHED ASPHALT. MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING*AREAS..-REPLACE IN:KIND...WHEN* GREASE INTERCEPTOR INSTALLATION IS COMPLETED.' • - • . . ) SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. SAWCUT UNES. SHOWN ARE APPROXIMATE... )-PR()".1ECT.EXIS11NG BUILDING TO REMAIN . . „ . )"..PROTECT EXISTING .UTILITY TO REMAIN ).pRoiEeT EXITING PAVEMENT TO REMAIN *'-- ) PROTECT EXISTING TREE TO REMAIN.' • • • ) REMOVE : EXISTING BOLLARDS . . • - "•, •• DEM.OUSH':EXItTING CONCRETE PAVEMENT TO • NEARES JOINT. :DEMOLISHED CONCRETE r .**".... MAY BE CRUSHED ON SITE AND REUSED AS -FILL IN PARKING. AREAS. REPLACE IN KIND :WHEN. GREASE --INTERCEPTOR INSTALLATION IS COMPLETED.... REMOVE EXISTING SIGN.: STORE. FOR REUSE & .REINSTALL.*SIGN.- WHEN CONCRETE'. SIDEWALK IS - REPLACED.. PLU fiSyi2H: -coNji9 IE . P (E E 1.2"Ct NC(N)=19.5 ••2 SDMH RIM-=27.45 - 1E 16"CONC(S)--,-23.3 _.----CONTRACTOR TO Di SHORE / =28.8 PROTECT EX. _BR** icKUT1LITIES WITHIN ,WALL DEMOLITION AREA ---CB RIM=27..28 IE 12"CONC(11)=24.3 18). SSMH R1M=27.28 19 1E CL CHAN 10" (N/W)=16.7 - FF=2E1.9 /TE-trigl CO.. EASEMEN,T -,CONC CURB ASPHALT VD R1M=28.67 1E 8"PVC(W)=26.5 cmg / DRAINAGE GRATE RECTANGULAR GRATE. SHOWN FF-=28-. YD RIM=28.64 1E 8"PVC(W)= .R1M=28: E:8"C1 (vv)= 28.8 "-PLASTER COLUMN (1 ..._//// -1 R1M=-27.37 :HAN 10"PVC SE/SW)=-17.5 • _. - E _ R1M--27.50 et- • -IAN 10"PVC cv /E/W).--17.5 LUMN (TYP) - CONTRACTOR TO SHORE / PROTECT EX. UTILITIES WITHIN DEMOLITION AREA /iv, .' ' W ViA151ilek‘ • ALAn _ pp Ftm--27)_3622 ..., , ,,,....,., C(S)=2Z . ...,,,.., ,., re AN**, ,70.4.7*.:;0011,4-7-..iiit,404:,‘;4i,, , --earek..4, ,,,..„ ti44,4,4;eit4.4:"74. .\-K 4.'4 4' laitwtt.-HALT .., th,_A.4,4 441, .6 0 1.-1++4;11111.7 7 riiIi` k ‘ relr.. ' tw _ PROTECTION, TYP. a ■,,, k -171 • r . 2 •14- . `.) . ..' "`.4p- * - .. . b " . . . 'F.44'.1111 • . - : . at, eaa : , -.. 02.4,,,,,,,#*.tikw .. .... ,....- -...: )N . . . v,!$7,4474010**4,4R,4419041P4n .. • -... .. ..- iat944k4NPAtiitittote...4-1,*#, FF-7-8-8:... • . CB -R1M=27. t ;kip StOkeititrA ,lii.iti-11,....;-1-k,..;1:1011:ki - tE 218 4 "CCOONNCC((SE))==-220 i,iA‘4l1lik4: ,..,, ,110,4117141111,1kA7)ri2ltr$04V1, - 0 • ' . NOTE: UNABLE . TO DETERMINE . i „4/Ija tilik.A•fikiliarA,1E4 TIANA,,,,grediMA,Altew . • IF PIPE --TAPERS (E) TO 12"s .DIAMETER.- Ill'Iii, 10 r■■■ 72 ;UT* /AlvAgavagv.e.&■46...::: . • . • . ' .. . if Ohm, <1/411p -", 41/41.• v. ,407.4p-....-.....47,:qr■■■••■• t'ullrilillW w...41 r4 7.4) . , ....,„ p. .... ■ • • . . -. . . ID oh.ww .:, -..._ .- .• ... • - ' '-. ' . . - " • ' TIP' J. ....• III.'''..-. -.... ig) . -c A_ - . _,,,-='› 6...--.144.4itir 777- - - - I '' . 'cj • •-1C7 6 . ( 1 ..._ I i . F=28.8 Or MI 107.0 6.1 CBrIM=-23.19 tE 12"CONt(W)-----16.3 Mt. I LN BOX- IE 12"CONa(E)=16.3 11 i\ DE9 BELOW INLET GRATE DEVICE- OVERFLOW BYPASS 12- PLU BIKE RACK SDM11 RIM=-27.57 IE 124"CONC(N)---.20.6 1E 1TCONC(E)=20.4 1E 12rCONC(S)=20.7 • E 15"CONC(W)=16.7 1E 24"CONC(E)=15.7 .4=2 IE 12"CONC(S)=18.9 x DEMOU11ON NOTES ARE FOR CLARIF1CA11ON ONLY AND ARE SHO FOR THE CONTRACTOR'S BENERT. THESE NOTES ARE NOT INTENDED TC BE COMF'REHENSIVE.. THE CONTRACTOR SHALL REMOVE OR- RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING RELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS. SPECIFICALLY CAUTIONED THAT THE LOCATION , "AND/OR ELEVA-TION. OF EXISTING UTILITIES- AS SHOWN ON. THESE PLANS IS BASED - ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE: THE " CONTRACTOR MUST CALL THE APPROPRIATE UTILITY** COMPANY AT LEAST- 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF U11U11ES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U11U11ES AND EXISTING IMPROVEMENTS WHICH- CONR.ICT MTh- THE PROPOSED IMPROVEMENTS ON THE " PLANS. - CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITI-IIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD WITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN- 11-IE PROPOSED BUILDING PAD AREA, INCLUDING 1C BEYOND FOUNDATIONS, SHALL BE REMOVED. )LPNIV/A16 DEReleMEN EXISTING UTILITY TO BE DEMOLISHED , . . . THE 'CoAweelc77)Z _SIMLL .CoNT79c r Mole* .82i/05114 W ftT (206)43/-36Q 1111Nit-i1414 Hare.5 14 1)1)1%,4 NC E 12' ScliCOULE. FIELD N Fe77N6 712 .- 08sEkl)E1,61504.55 TREE P207terioN ttiEnsuees. meLENgiv-zb Dthelive, COA1.57:elteT7 CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WITH- SOUTHCENTER MALL MANAGEMENT. REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE SAWCUT CATCH BASIN INLET PROTECTION LIMITS OF CONSTRUCTION GRAPHIC ( /N FEET 1inch= 40 ...,-, - _ --'-‘-c-'-';',a--,../e-,.. ...,:-.,,e,--,--,'';---1',4...,--7-4-,1,--:,,r-at,..--,..-,, "-' 1.,,,,_ ,.,...„4,-,„ Date: bl -..,:•-•-..-,...; -ii,e,,,- , , .4,---- ,.., , ... - 4-15 2010 PACLAND WATER LINE 3-29-2010 PACLAND CITY COMMENTS wattarsraii 7.1\4Q:LfriQN # 1505 Westlake Ave. N. T (206) 522-9510 sae 305 F (206) 522-8344 fsn. 16 Seattle, WA 98109 www.PAd-AND COM • ouTtpgNpto.,■kj. IE 12"CONC(S)=-21.0 /CB R M=24.21 _LE 24"CONC(E)-,----17.9 IC 1E-1 ckIC(S)=-18.2 NI CB R1M=24.52 iit 24"CONC(W)=-15.7 1E `24"CONC(NE)=15.7 IE V 2"CONC(N)=-15.7 IE \12" DI(SE)=-17.2 UGP ' ../ .--g I CB RIM 24-.14 1 IE 24"CONC(W .----16.7 E 24"CONC(E =16.5 ' --UGP UGP .„,-SSMH CL CHAN 10" (E/W/S)=16.0 __ __ ---- SD CB RIM=27.3Q.---- E CONC CURB SIGN ASPHALT DM "A• INTERCEPTOR NENLOT A PENDING\,BINDING .'''''-,IMPROVEMEINIT \SITE PLAN '. k3////- ":- SDMH RTh8.-....),IM=27. IE 12"DI(NW)=19.3 ----- ___JE...1.21111X)=--19.3 _ __ -... ...--- ,...-SSMH Rilv1-=-27.65 ,‘>;."/"--CL CHAN 10" (W/S)=15.2 ; `■ ASPHALT DOESTIC WATER SUPPLY CONNECT TO EX. 10" WA 2 - 52 IF, 2 )i" BACKFLOW PREVEN11‘. CB frit=2.2.82 IE 12"C NC(N)=19:2. 1E CONC(S)--=19.1\ RtM=25.30 NC(N)-=19.1 NC(E)=20.3 ■NC(S)=-19.3 IN1C(W)=20;1.' - sp ■ CB RIM=26.48 IE 12"CONC(V0=21.2 IE 12"CONC(SE)=22.0 FF=28.8 3311 6'GW 7 CB RIM=22.82 E 6"CONC(SE)=20.8 N. SDMH RIM=23.47 1E 24-"CONC(NW)=13.2 IE 12"CONC(N)=-17.1 15' ESM'T ROW IMPROVMENTS IESTErcaNfr 20070619000339 15' CB RIM.---23.46 1E 6"CONC(SE)=22.1...., Zr LOCKING FFUGIE &COVER AIR& GAS TIGHT 3 fixers PL138 ON ra74121A) ' 6" GWCO = 22.13 CB RIM=-25.92 1E 12"CONC(E)=21.0 1-12:,.'CONC(W)=.21.0 -SSMH RIM=26.23 1E CL CHAN 10" NW/S/E=16.0 so ,SSMWRIM=26.57 6"Xl On r !p'CL CHAN 10"PVC / ,'(NW/S)=17.6 CONNECTION RIM=27.22 'CONC(S)=21. UGP ' r SDM I-1 R =27.32 1 1E 12"C NC(W)=-19.8 6"x10" WYE IE 12"C NC(E).---19.7 CONNECTION' 1E 12"C NC(N)=-19.5 .., 4,, - CB RIM-=27.54 1E 12"CONC(N)=23.2 IE 10"CONC(S)-=23.2 EX. FIRE UNE & EX. DOMESTIC WATER UNE FOR SEAFOOD CITY- -22LF 6" SS 15.6% CB RIM=27.50 6- SgdirCONC(S)=-23.1 °SEAFOOD f)E---son:05 COJTUMN -8LF 154§% s Mii IM=2 . YD RIM=--28.60 IE 8"PVC(S)=26.4 IE 8"PVC(S)=26.3 6" GWCO No 4.08% --SSMH RIM=27.48 CL CHAN 10" (N/S) 8"(NW)=14.9 qB RIM=--22.57 1E 12"CVINC(W)=16.3 1E 12"CI3INC(E)=-15.9 igowcoNc(s)=23.3 'IE = 21.32 -25LF GW (f1-8.370. F=28.8 GWCO IE = 21.39 WALL E OUT = 21.43 RIM=27.28 IE 12"CONC(N)=24.3 E IN = 21.63 SSMH RIM=27.28 IE CL CHAN FF=28.8 6"xtroME CONNMN IE = 14.48 YD RIM=28.67 IE 8"PVC(W)=26.5 GREASE INTERCEPTOR 26LF 6' VENT POST. GREASE VENT UNE TO RUN IL UNDER EX. WALL IE TE 191 6" GWCO A.F.N. TELEPHONE CO. EASEMEIN/IY--...,_ CONC CURB ASPHALT 14.-z-28.64 I .\ H FilM=27.36\ rcpmc(s)=22..b 2"cpNg0,v)e-v2,16. = SSMF)/6LF 6" Ski/4/415 6"GINjm N89°4024c15•11%* u Ni4t-r?r>9%• 6" SSCO 34LF 6" SS IE = 17.70 @ 6.6% I,1 6" GWCO IE = 21.95 FF--= CB RIM=27.73 IE - 1Et' uorqukt.)...--zu.c _ n ra et TAPERS IE._) TO 12" DIAMETER OUTLET. CENTER ON GREASE VENT POLE INTERIOR WALL /CB RIM=23.65 1E 1/8"CONC(E)=10.0 1 N 1 4b __C)\ SECTION AA 1. REFER10 CHAPTER 8 OF THESE STANDARDS 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH fo=450DPSI 3. REBAR: ASTM A-615 GRADE 60. 4. f411:SH: ASTM A-185 GRADE 65. 4. DESIGN: ACI-31843 BUIILDING CODE ASTM C-857 •MINIMUfii STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECT1014AL PRECAST 00t4CRETE VtATEFIANtliVASTEWATERSITtUCTURESt 5. LOADS: H2O TRUCICINtIEEL wnii 30% IMPACT PER itA.SHTO. 8. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. T. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY MATER, EXCEPT DISHViASI-ERS. BLACICWATER SHALL BE CARRIED BY SEPARA1E SIDE SIZING CHART DESIGN h‘urnberOf Meals x Waste Flow Retention 7; Storage . kr, FORMULA: Per Peak Hours Rate Time Facbx In CI n..11.-14:12.2.....ilair7D11111111 .;_7711.11110711111111117111F7711111F71111F17111IF:71111F7111W77111 .77,111 ia 1.ZI...11 ' • , -Ar Mr:77P. ". _1=4_ 117=1 ,I=11=1=r".777_1=1E, ..7771r7117.1r, _77-47 matimos - - 6".1•111( .,.•.' AMINE i .111111315i1:- .1•111,5 JINN Le.. AI likk i.r..1..rt nalk: .4.11U Millk1 Zika ili:161111 MINMEMMEIV2-AMIUTAIIIiii-L-AMi "srTgllIllr2-jllirirJi sirlr-allniril I-TM EZ11;111 urz,raie mouseriiiiii-Easit--zraieiii-z-ami is-k-amier-z-al iit-trailluzier-bliteEiriali a■ame;',1' liZAIIINCi-..1' Ic" III I.P.ZaiN• 111:1111 Enii111111111 IL.- _,- .-.111c,:ziermuLa- • ruiLims -Lz_a.icellez_ame I. 111116Li11111112:2111111112ZAINIE Ei511R3111111[31111123/111551111117;AIIII 6I'x8" WYE CONNECITON /HVIET=GW1C7°.02 = 14.52 FND. -13l5 6'GW 0 2.0%1 6" GWCO 2 1E = 16.89 --TIE IN = 16.65 GREASE INTERCEPTOR SINGLE VAULT MTH DOUBLE BAFFLE REVIBION 1M: 08.0;1 APPROWQ SHELTON CAtED BRASS Cir---....„...._ 1" t --"----. I % .F #9212081832 "-"\ 1' 135 TELE. ESM'T. ‘"....,..___,-- \01' PLU1 .5111161tr- i - -- -0 114% : IE = 16.61 1 ......, ..........._,,, 1 3_ , SbMH RIM=27.61 ---- 1--sp- (NYS) 8"(W)=14.1 IN/7EFi Is/ CIL CHAN 10" I GRAPHIC SCALE BIKE RACK- BRICK COLUMN- - SDMVI R1M=--27.57 IE 1g-"CONC(N)=-20.6 1E 1§;CONC(E)=20.4 IE 1 CONC(S)=20.7 F Ftv SD RIM=24.12 IE 15"CONC(W)=16.7 1E 24"CONC(E)=15.7 IE 12"CONC(S)=18.9 LO 1 tt, FF=--28.8 BRICK CROSSING ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD 4. SPECIFICATIONS. THE DESIGN' SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY 5. PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE. FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED 6. SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK 7. WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPIION, HE SHALL 8. HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED 9. LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION -- NOTICE TO CONTRACTOR 10. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UT1LIIIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WIN THE PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS-OF-VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. - REFER TO INTERIOR PLUMBING DRAWINGS FOR 'TIE-IN OF ALL UTILITIES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION - OF PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING UNE. MINIMUM GREASE WASTE AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ALL U1IUT1ES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). IN. THE EVENT OF A VERTICAL CONFIJCT BETWEEN WATERLINES, SAt4ITARY LINES, STORM LINES AND GAS LINE (EXISIING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERUNE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18". CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). UNES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFIUNG. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH. REGARD TO MATERIALS AND INSTALLATION OF THE GREASE WASTE AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. L(741) SANITARY SEWER MAIN SS GREASE WASTE UNE GREASE VENT UNE 21.63 DC . 7.-z= 3-18-2010 PERMIT CITY OF TUKWILA UTILITY NOTES I. ALL TRENCH EXCAVATION OPERAIIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET W1SHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGH-TS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. ACM -'11111 "1/ AIL II II MAN 111111111■111111111111111 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.com GREASE INTERCEPTOR WATER UNE 21.20 qP A PrInr) 4-15 2010 PACLAND WATER UNE 3 29-2010 PACLAND CITY COMMENTS DC . 7.-z= 3-18-2010 PERMIT CITY OF TUKWILA UTILITY NOTES I. ALL TRENCH EXCAVATION OPERAIIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET W1SHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGH-TS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. ACM -'11111 "1/ AIL II II MAN 111111111■111111111111111 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.com GREASE INTERCEPTOR WATER UNE 21.20 qP A PrInr) S: \ Washington \TUKWILA \Westfield \2Drawings \NORTH MALL EXPANSION \SEAFOOD CITY \2DWGS \TUSC250S.dwg v v v v v-v v v v v v v v v v v v v v v v V v v v "- v v v v NOTES! 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P- 13938. REFER TO SS -13 FOR STEP DETAIL NOTES: T7- 8` PAIN. TO 18' MAX •1H RING & COVER 24" MAX. i8" MAX. STEP %% f •� PRECAST CONCRETE RINGS PRECAST CONE SECTION INSTALL GU MANHOLE BASE LINER, AVAILABLE THROUGH PREDL GU LINER SYSTEMS (ALDERGROVE, B.C. CANADA (604)607-7755) KOR -NSEAL ACCESS DETAIL GROUT SLOPE SHELF TO PIPE: 4% GU MANHOLE BASE LINER SIDE CHANNEL ate: INSIDE DROP (MIN. 0.1' 6' MIN. 6" MIN, CRUSHED ROCK 12' MILL CHANNELIZATION PRECAST BASE NOT TO SCALE ke, City of z y Tukwila MANHOLE ACCESS AND CHANNELIZATIO SHEET: SS -08 REVISION #1: APPROVAL: 08.03 LAST REVISION: BOB GIBERSON, CITY ENGINE -1/B" RAISE -1I2" WIDE BORDER PLAN VIEW �f 1D' 8-3/4" 1_,4.11 p,.I.�a \�� _., \��� i►, ..+"1:A , i 7 -� i 7- 7-014' 8 15' ELEVATION CAST IRON RING AND COVER z z.c.tx,s L 12" DIA. FIBREJOINT PACKING 45' BEND EARTH • Ari4. C1I �Y7' 1 ' � SIDE 1 imill I� I I--I I I —I C I—I C I NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN OUT SHEET: SS-03 REVISION #1: 08.03 APPROVAL: B. SHELTON l RIGID PIPE (D.I., CONC.) EXISTING STRUCTURAL SECTION FLEXIBLE PIPE PROVIDE NEAT. STRAIGHT LINE WHERE MATCHING EXISTING PAVEMEYT: TACK AND SEAL EDGES (CPEP, CMP, PVC) 4" MN. OR MATCH EXISTING. WHICHEVER IS GREATER, COMPACTED THICKNESSASPHA` -T CONCRETE PAVEMENT . HMA CLASS X" 24' MIN. BACKFILL DEPTH FOIL WATER UNES PIPE BEDDING PER WSDOT 9-03.16 95% COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS. 01III�11 III 1.5X1.11+ 18 24•14.4. NOTES: 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH W MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12' UFTS TO 90% PER ASTM D -1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1' WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D -1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE City of Tukwila TRENCH SHEET; REVISI BEDDING AND BACKFILL - PAVEMENT RESTORATIO ON 01: 08.03 1 LAST REVISION: 4.083 APPROVAL: BOB GIBERSON, CITY ENGINES DS.44B ASPHALT CONCRETE CRBITUMINOUS PLANT MIX REPLACEMENT PATCH CUT YHITH PNEL'LAT:C PAVEMENT CUTTER FX STING AEPI H;LT PAVEMENT CONCRETE 15O% CF EX'STINS DEPTH %! /OI // / /I /J SAW CAR ffrrExISTtNG CONCRETE PAVEMENT EXTRA RIGID BASE s'a' MINUSGOMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED SY THE CITY SA:9CJT EXISTING OIL MAT DEPTH DETERMINED BY CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMIA.OUS PLANT MIX REPLACEMENT PATCH 150: OF EXISTNG DEPTH sr MINUS COMPACTED CRUSHED ROCK JNI FS.' OTHERWISE ORDERED BY T-IE C:TY SAW CUT EXISTING ASPHALT PAVEMENT SW MINUS COMPACTE7 CRUSHED ROCK UNLESS OTHLFAVISE ORDERED BY \` THE CITY NOTES: s SAPI'AIU$ COMPACTED CRUSHED ROCK UNLESS OTHER7.1SE ORDERED BY / TH2 CITY TYPICAL PATCH FOR FLEXIBLE PAVEMENT 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OFA ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION fit: 08.03 APPROVAL: B. SHELTON PG( 04)09 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 City of Tukwila BUILDING DIVISION CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER ++ �... �..;. f:; s: v: i�. �.,.. _^.z:,.....a�d- ..:^7<_,:.,.,�_� ..,-., 1�.;. e- :...y.s >.cs.,:.>sl:�ws...�2�. .r�^A>s..�_:c �.,..,,, -�. -z �.,,, ,.1G. .�..•_3,- ...v...c, nv _,..��- ..:.e_ »�_�.. � �t<an-..�. .. ,..�. �,�„r - .o.-+. -�� _air. -��m .�,,.- ._.,:.z_�er��]e...d..� �...o �::y -� . ?... 3:`-. �s+:.. r.'_ y..,... �..... �-:.-, r:% �Zs..-<, � __..er.a_.z.e,.fe�:7cc..e:...1, ::i.s....c_ :.<.__. ._....., ..- w�- �i..,..... �. ..__w.�.ti.:+•x.�.n:.'�t..x, :�.. _ <_»,o_...:.�%r .lrx�.��.+:a:,..}..�. 1 3 -29 -2010 PACLAND evision Deacriptior CITY COMMENTS 1505 Westlake Ave. N. Suite 305 to Seattle, WA 98109 T (206) 522 -9510 F (206) 522 -8344 WWW.PA(LAND.COM SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON SANITARY SEWER DETAILS C -5.0 EQUIPMENT CHECKLIST DESCRIPTION SIZE REMARKS DESCRIPTION SIZE REMARKS DESCRIPTION REMARKS FISH PREP. - CONTINUED COUNTER MEA -01 MEA -02 MEA -03 MEA -04 MEA -05 MEA -06 MEA -01 MEA -OS MEA -Oq • MEA -10 • MWR -1I • MEA -I2 Service Counter Scale Stainless Steel table Stainless Steel table Mettler Toledo Stainless Steel table Meat Slicer Meat Band Saw Stainless Steel Cutting table Overhead rock Overhead rack Meat Slicer Meat Grinder/ Heav Dut Custom made Custom made Custom mode Hobart Hobart Custom made 15 -3/4 "x15- 3 /4 "xq 30 "x24 "x36" for customer receivin• station need one (I) 50 3- phase, 2" pipe from water tank FI5 -06 48 "x18 "x36" 30 "x30 "x36" New Age New Age Hobart Hobart G5W Mettler Toledo Day-Glo G5W 36 "x15 "xlq" 48 "x15 "xlq" 21- I /4 "x2q -5/I 6 "x24- I /8" 21 -1 4 "x28 -3 4 "x52 -I 2" need one 1 50 1-phase need one (1) 50 3 -phase need 83- 1 /8 "x2q- 1 /S "xl" sol board to A FI5 -01 FI5 -OS F15-0G1 both with side guards both with side guards need one (I) 50 1-phase need standard le. w /casters, 50 3 -.hose FI5 -10 12 "x11 "x6" w/both sides lash uard, counter service 54.5" +31.5 "X52 "X52" need one 150 3 -phase need one (1) 50 I- phase, w /clg. phone jack need front bottom bumper bar, fs. re . 100 -1 4 "x30 "x45" FI5 -01 FI5 -02 FI5 -03 FI5 -04 FI5 -05 Hot /Gold Faucet FISH PREP. Hand Sink Thawing sink 6 tubs Spout ozzle 5u • er Pan Gus om ma•e 12 "x17 "x6" 65"x 15"x45" -T45 Vol Irath Fish Gleaning Table Thawing sink (8 tubs) Hot /Cold Faucet Spout/Nozzle Super Pan 2 Tub Sink Hot /Gold Faucet Gus om ma • e Custom mode Custom made T45 T$S Vol Irath Custom mode 36 "x30 "x60" 168 "x24 "x36" 108 "x24 "x30" 60 "x24 "x30" w/ IS" swivel straight spout 1. Wash $ 1. Pre w/both side splash guard, counter service for shrim• thawing, need cold water line with shower spray for shrim• thawing se•erate s stem for salt water tanks need 6 sera nozzle /shut -off valve/ba• holder need front bottom bumper bar, overflow drain w/ 12" swivel gooseneck spout 4shower spray with shower spray for fish thawing need front bottom bum•er bar, overflow drain w/ 12" swivel gooseneck spout $shower spray Hot /Gold Faucet and Saw Stainless Pre. table Chem- tainer G51N Thy Hobart Custom made Overhead boat rack New Age Manual wra••er Mettler Toledo Holding Tank Ice Machine Single Filter System Storage Bins Gas Fr er Gas fryer Connecting Stri. Quick Disconnect PRODUCE PRD -01 Hand Sink PRD -02 PRD -03 PRD -04 PRD -05 PRD -06 PRD -07 Hoshizaki Hoshizaki Follet Fr master Frymaster Fr master 48 "x42.5 "x35" 30"x21-1/2"x34-1/16" need front bottom bumper bar, f .s. reg. Stainless Display Table Stainless receivin• /sick -u• station Service Counter Hot Merchandiser Custom made 48 "x36 "x36" for shrimp $ other seafood display Custom made q6 "x30 "x34" haft-round sha•e e•ui• w/ mic 4 sower outlets Mettler Toledo Columbus for customer receivin• station for cooked items w/ IS" swivel straight spout need one (1) 50 3 -phase need one (1) trash bin roll -in middle /center section electrical outlet 115 vac 60hz 625 watts 203 -gal capacity need 3/4" FPT independent drain connection GW with 2 opening top bin lids, floor sink 1 -1 8 "x21 -3 4" Connect It Manual Wrap Stainless Steel Work Table Overhead rack Stainless Steel Work Table Overhead rack 3 -Comp. Prep. Sink Hot /Gold Faucet Storage Racks Hanging Scale Mettler Toledo Custom made I2 "xIV "x6" 48 "x333 "x42" q6 "x30 "x36" with both side slash •uard counter service elec. outlet, 115 vac. 60hz, 625 watts IA IB IG 2A 25 201 202 2E1 -2E3 3A 35 Custom made 48 "x15 "x11" c16 "x30 "x36" 48 "x15 "xlq" 100 -I /4 "x30 "x45" wall mount no side swards for .re. sink• tub IS "x18 "x18" wall mount, no side guards need front bottom bumper bar, f.s. req. w/ IS" swivel straight spout 312 4A 4B 4G 40 4E 4F REFRIGERATION DESCRIPTION REMARKS FROZEN FOOD COFFIN CASE 1N/GLA55 REACH -IN FROZEN FOOD CASE WALK -IN GROCERY FREEZER MULTI -DECK DELI CASE MULTI -DECK DELI CASE Mettler Toledo q6 "xx24 "xq6" MULTI -DECK DELI CASE PRODUCE CASE PRODUCE CASE WALK -IN PRODUCE COOLER FROZEN FOOD COFFIN CASE W/GLA55 FROZEN FOOD COFFIN CASE 1N/GLA55 See REFRIGERATION SCHEDULE FROZEN FOOD COFFIN CASE W/GLA55 FROZEN FOOD COFFIN CASE 1N/GLA55 MULTI -DECK MEAT CASE BACK TO BACK M.D. MEAT CASE SERVICE MEAT CASE MULTI -DECK MEAT CASE WALK - I N MEAT COOLER WALK -IN FISH COOLER MEAT PREP 30 Lbs. x 1.0 Oz. for •roduce table, sales area -comp. Prep. Sink NOTES: 1. Contractor shall verify all equipment sizes and exact location prior to installation. 2. General Contractor shall notify Architect / Seafood City if there are discrepancies With equipment. 3. All stub -outs 4 rough -ins shall comply with latest code and equipment manufacturer's requirement. 4. All New and Replacement equipment shall meet N.S.F. standards or be proven equivalent by a recognized certifying agency. NODEI. RETRI[ Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 .J� 1 � 1 ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT 12' -'7" HALLWAY #3 / / / / / / . / / Z__ II III IIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .IIIIIIIIIIII1IIIII FOOD PREPARATION FACILITIES NOTES A -6D MEAT COOLER CONSTRUCTION AND APPLICATION SHALL CONFORM TO SEATTLE 4 KING COUNTY GUIDE FOR FOOD SERVICE AND LOCAL BUILDING CODE. 2. ALL EQUIPMENTS SHALL BE NATIONAL SANITATION FOUNDATION (NSF) LISTED OR EQUIVALENT AND SHALL MEET ALL APPLICABLE NSF STANDARDS FOR CONSTRUCTION AND INSTALLATION CRITERIA. ALL BUILDINGS ARE TO BE INSECT AND RODENT PROOFED. COMPLIANCE WILL BE DETERMINED AT THE TIME OF THE GOVERNING HEALTH AGENCY'S FIELD INSPECTIONS. INSTALL WEATHER STRIPPING, OR EQUIVALENT SEAL AT THE BOTTOM OF ALL OUTSIDE DOORS. 4. THE SIZE OF THE COMPARTMENTS AND DRAINBOARDS OF SINKS MUST BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST VESSEL OR UTENSIL USED. HOWEVER, THE MINIMUM SIZE SHALL BE 18" X18" X 12" DEEP COMPARTMENTS WITH 18" X IS" MINIMUM DRAINBOARDS IN ALL AREAS. 5. PROVIDE AT LEAST ONE APPROVED, SEPARATE, WALL- MOUNTED HANDWASH BASIN AT A READILY ACCESSIBLE CENTRAL LOCATION WITHIN THE FOOD PREPARATION AND /OR PACKAGING AREA (MINIMUM COMPARTMENT SIZE: 12" X 12" X 6 ") WITH A PERMANENTLY INSTALLED, SINGLE - SERVICE, SOAP AND HAND TOWEL DISPENSERS AT ALL HANDWASH BASINS (HOT AIR BLOWER 15 ACCEPTABLE). 1' -10" 4' -2" 12' -I" RAMP UP .33% MAX. SLOPE l0' --t" SHIPPING 4 RECEIVING CONSULTANT: 6. IN ANY RESTROOM, PROVIDE A FIXED, PERMANENT, SINGLE - SERVICE TOWEL DISPENSER OR HOT AIR BLOWERS AND 50AP DISPENSERS ABOVE HAND SINK. 1. ALL SINKS MUST BE EQUIPPED WITH HOT AND GOLD WATER DISPENSED FROM MIXING FAUCETS (HOT WATER TO BE 100 - 120 DEGREE FAHRENHEIT). WOMEN'S 124 I \ / / 8. ALL FLOOR SINKS MUST BE FLUSHED TO THE FLOOR, AT LEAST HALF EXPOSED, OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT AND WITHIN 15 FEET OF THE CONDENSATE PRODUCING EQUIPMENT. 9. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY SIX INCH HIGH ROUND METAL LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A FOUR INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE OF GLEANING. IO' -4" / / O F.D. I / COUNTER A -6.0 i / 5' -I" I \ ' 1' � Ii- - - I r II ri IL - - - _I 1 ■ WOMEN'S HALLWAY *2 X / / // \ / / /i \ / / // \ /// 10. PROVIDE A MIN. OF 2" GONG. CURB, IF NECESSARY, TO SET THE EQUIP. ON 4 COVE THE FLOOR MATERIAL UP THE CURB W/ A MIN. 3/8" RADIUS COVE - TYPICAL. 11. HOODS AND MECHANICAL VENTILATION MUST COMPLY WITH ALL REQUIREMENTS AS SET FORTH IN THE CURRENT EDITION OF THE UNIFORM MECHANICAL CODE AS ADOPTED BY THE LOCAL BUILDING / HEALTH DEPARTMENT. CONSTRUCTED and INSTALLED TO ALL U.L. SPECIFICATIONS. 12. A. CANOPY HOODS SHALL EXTEND AT LEAST SIX INCHES BEYOND ALL 5IDE5 OF THE COOKING EQUIPMENT, AS MEASURED FROM THE INSIDE EDGE OF THE GREASE TROUGH. B. FLASH THE EXHAUST HOOD TO THE WALL(5) AND CEILING. G. ALL JOINTS AND SEAMS SHALL BE TIGHT OR SOLDERED FOR EASE OF GLEANING. RIVETED SEAMS ARE NOT ACCEPTABLE. 13, NOT USED. 211 615111 IO' -6" • t ��� �c A� ���� ��� ���� i ►�� a �� ��� ���� �(� ►� ��� �� W \T/ / / MEN'S LOCKER MEN'S 125 / \ \ \ n \ / \ \ / \ \ / \ \\ \ \ G5-0I X \ // \ \\ ^� \ �% \ \ \ \ -\ � � \ \ \ \.. \\ \ \ \ \ 4D FMS. \ \\ \ \ \ \\ \ \\ \ \ \ \ \\ \ \ \ \\ \ / \ \ \\ \ / \\ \ \\ \ \ \ \ \\ \ \ \ \ \\ \ < > \ \ \ \ \ \ // \ \\ \\I�F}C01 v \ \\ \ \ \\ \ \ \ \ . \\ \ 4D \ \ \ \\ \ \ \ \ \\ \ \ \ \ \\ \ \ \ \\ \ \ \\ \\ \ \ \ \\ \ ; \ \\ / \ \ \ \ \ \\ \ \ ' ^ \ \ \ \ ‹c ( \03) \ \ G1O3 i\ i. \ \ < >> \ \ �� \ / \ \ % / \ \\ SEAFOOD PREP. PASS THRU S, WINDOW 6., FISH OOD GCOUN A -6D /�x < / / ,� \ `C / \ \ \ \< \ \ \ \\ i. CASE GUARD/BUMPER (TYP.) 4. F.5. 8, moo,, Q F.D. NOTES: 1. REFER TO SHEET A -1.0 FOR ROOM FINISHES. 2. REFER TO SHEET A -I.O d REFRIGERATION DINGS. FOR MORE INFORMATION. PASS THRU WINDOW A o' 14. THE REFRIGERATION UNITS MUST CONFORM WITH SELECTED NSF STANDARDS AND BE COMPLETELY FLASHED TO THE BUILDING'S WALLS AND CEILING ON ALL 5IDE5 (WOODEN CONSTRUCTION 15 NOT ACCEPTABLE). CONCRETE FLOORS SHALL BE SEALED WITH AN APPROVED CLEAR TYPE GREASE, OIL AND ACID RESISTANT SEALER. 15. STORAGE SHELVES SHALL BE STAINLESS STEEL, WOODEN SHELVES MUST BE SUITABLY SEALED WITH VARNISH OR EQUIVALENT, AND INSTALLED ON SIX INCH HIGH ROUND METAL LEGS, CANTILEVERED OR INSTALLED IN CONJUNCTION WITH A PERMANENT, PROPERLY SEALED FOUR INCH HIGH CONTINUOUSLY COVED BASE. 16. WHERE TRACKS OR CHANNELS ARE INSTALLED AS SLIDING DOOR GUIDES FOR STORAGE CABINET, THEY MAY NOT BE RECESSED, AND A MINIMUM OF 2" OF THE TRACK FROM EACH END OF THE DOOR OPENING MUST BE REMOVABLE FOR CLEANABILITY. 11. ALL THREADED WATER OUTLETS SHALL HAVE AN APPROVED VACUUM BREAKER PROPERLY INSTALLED, I.E., DISHWASHERS, MOP SINKS, SOME TYPES OF AUTOMATIC HOOD GLEANING SYSTEMS, RIM FLUSH GARBAGE DISPOSALS, ETC. 18. ALL BEVERAGE DISPENSING COLD WATER PLUMBING LINES AND ICE MACHINE GOLD WATER PLUMBING LINES MUST BE CONNECTED THROUGH A DOUBLE CHECK VALVE. I9. THE GREASE INTERCEPTOR SHALL BE INSTALLED OUTSIDE THE FOOD FACILITY, AND CLEANING (THE GLEANOUT MUST BE ON THE EXTERIOR WALL OF THE BUILDING). 20. INSTALL THE HOT WATER HEATER ON A FOUR INCH HIGH COVED PLATFORM OR CURB, OR ON AT LEAST SIX INCH HIGH ROUND METAL SANITARY LEGS. 21. ALL EXPOSED PLUMBING AND GAS LINES, DRAIN LINES AND EXPOSED CONDUITS SHALL BE INSTALLED AT LEAST SIX INCHES OFF THE FLOOR AND 1/2 INCH AWAY FROM WALLS. AN EFFORT SHOULD BE MADE TO ENCLOSE ALL PLUMBING LINES WITHIN WALLS. WHERE 11415 15 NOT POSSIBLE, MULTIPLE RUNS OR CLUSTERS OF, PIPING SHOULD BE FURRED IN, ENCASED IN AN APPROVED RUNWAY OR OTHER APPROVED, SEALED ENCLOSURE. 22. A. WHERE PIPE LINES ENTER A WALL, CEILING OR FLOOR, THE OPENING AROUND THE LINE SHALL BE TIGHTLY SEALED. B. EXPOSED PIPE LINES SHALL NOT BE INSTALLED ACROSS ANY AISLE, TRAFFIC AREA OR DOOR OPENING. • • • r1 • • • • • 7UI I C 110 • ►1 • • • • • • • 65 I2' -5" SSEEAFF,OOD < / \\ X CUSTOM BUILT STAINLESS STEEL WHOLE FISH DISPLAY GASES ON RAISED CONC. CURB W/SIGNAGE "CUSTOMERS MUST REQUEST STAFF ASSISTANCE IN SELECTING RAW UNPACKED FISH" 23. A. ALL EXPOSED FLEX CONDUIT 15 TO BE "SEAL- TIGHT" OR EQUIVALENT. B. ANY EFFORT SHOULD BE MADE TO ENCLOSE ALL CONDUITS WITHIN WALLS. WHERE THIS 15 NOT POSSIBLE, MULTIPLE RUNS OR CLUSTERS OF CONDUIT SHOULD BE FURRED IN, ENCASED IN AN APPROVED RUNWAY OR OTHER APPROVED, SEALED ENCLOSURE. G. WHERE ELECTRICAL CONDUIT ENTERS A WALL, CEILING OR FLOOR, THE OPENING AROUND THE CONDUIT SHALL BE TIGHTLY SEALED. 24. SUBMIT SAMPLES OF FLOOR COVERINGS, CEILING PANELS AND WONDERBOARD FOR EVALUATION AND APPROVAL PRIOR TO INSTALLATION BY CONTRACTOR. 25. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 26. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE GASH REGISTER STATIONS, AT LEAST 5%, BUT NEVER LESS THAN 1, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT 15 AT LEAST 36" LONG and 24" WIDE x 34" HIGH. 12' -I° 21. ALL EQUIPMENT MUST MEET THE APPROPRIATE NATIONAL SANITATION FOUNDATION INTERNATIONAL STANDARDS. 28. INTERIOR FINISHES (FLOORS, WALLS, CEILING) MUST MEET SEATTLE 4 KING COUNTY PUBLIC HEALTH FOOD AND FACILITIES PROGRAM. NORTH �\ >. \ \\ X \ \\ / \ -1)(7 lD- oos DRAWING TITLE: z a CC 0 0 J U. ENLARGED REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 3 2010 REVISIONS: BLDG.& SAFETY 1 COMMENTS A n n n DATE 02-09-10 ENLARGED PARTIAL FLOOR PLAN City of Tukwila RECEIVED BUILDING nivicinr i cITYOFTLJKIMLA APR 0 6 2010 PERMIT CENTER JOB NO. 09293 SHEET NUMBER A-1.IA 1/4"=11-0" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 J 7 / / X ' / / \ / \\ \ \ \< \ \ \\ / �< \ \ / \ \\ \ \ \\ >\ \\ / \ \ X< \ / \ \\ \ \ \< \ \\ x \ \ / \ \ L >Z< \ \ / \\ \ \ \ \\ / \ J / v. CASE GUARD/ BUMPER (TYP.) T� \ ]' / \ / X / \ / \ \\ X \\ \ \\ \ \ \ \\ >\ \\ / \ \ \ / \ \\ \, \ >\ \ \\ / \ 0\'. \ X< \ \ \ / \ \ \ \< \ \ \\ >\ \ \ \ \ \ \ \ / / \ \\ :X \ / / // Y / / \. / \ \ \< / \ / \.\ \ \' X \ \\ x \ \\ / \ \ Z \ \ / \\ X \\ \ \\ \ \ X / \ \ �\ \ \ \\ >\ \ / \ / / \ / \ \ / N. N N \ NN / // / \ N N / / , N i \\ < / \ \ / \\ \ \ \ \ \< \\ X \ \ \ \\ / \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \\ \ \ x \ \ >\ \ \ \ \\ / \ \ \ \ \ SALES IOa ' / / \ \ \ \ / < ' / \ / \ \\ \ x \ \\ >\ \\ \\ / \ \ \ ALIGN E STAIR #1 / OFFICE 6. / JANITOR / PRODUCE SALES (108 / / / u / x /4\ '\ \ /' \ / x / \ X/ / \ 5I-1" 211 IO'- IO °ZE) a' -10" \\ 1 1 I /1 PRODUCE COOLER PRODUCE PREP. 1 \ / F.D. F.5. .' w., iouoiooiooiaouu000iioouomamoouuuom / / / \ / \ / / \ / \ / / \ / \ / ,< x >X / / \ / / \ \ / \ / \ / / \ / \ ,< x y / \ / \ / \ / \ / / \ / \ / / \ / \ / < x >X / \ / \ / \ / \ / \ / \ / \ / \< Y \ / / \ / \ / /- - - -� ,< X ( \ / ) 2' -II" I \\ // I k X 1 / \ ) v / 4 / / \ / \\ \ \ \ \< \ \\ x \ \ \ \ \\ / \\ \ \\I/ \\ \ \ \ \ \ \\ \\/1 \ \ Z\ \ \\ \ \ / / \ / / -� \ 1 1 1 1 > 1 I / `/ \ )_ - - -� / `< Y \ / \ v. /\ / \ / "- - - - -( \. / \ / / / \ \ / / / PRODUCE DRY STORAGE v. NOTES: I. REFER TO SHEET A -1.0 FOR ROOM FINISHES. 2. REFER TO SHEET A -I.O 4 REFRIGERATION DINGS. FOR MORE INFORMATION. FOOD PREPARATION FACILITIES NOTES I. CONSTRUCTION AND APPLICATION SHALL CONFORM TO SEATTLE * KING COUNTY GUIDE FOR FOOD SERVICE AND LOCAL BUILDING CODE. 2. ALL EQUIPMENTS SHALL BE NATIONAL SANITATION FOUNDATION (NSF) LISTED OR EQUIVALENT AND SHALL MEET ALL APPLICABLE NSF STANDARDS FOR CONSTRUCTION AND INSTALLATION CRITERIA. 3. ALL BUILDINGS ARE TO BE INSECT AND RODENT PROOFED. COMPLIANCE WILL BE DETERMINED AT THE TIME OF THE GOVERNING HEALTH AGENCY'S FIELD INSPECTIONS. INSTALL WEATHER STRIPPING, OR EQUIVALENT SEAL AT THE BOTTOM OF ALL OUTSIDE DOORS. 4. THE SIZE OF THE COMPARTMENTS AND DRAINBOARDS OF SINKS MUST BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST VESSEL OR UTENSIL USED. HOINEVER, THE MINIMUM SIZE SHALL BE IS" X 18" X 12" DEEP COMPARTMENTS WITH 18" X 18" MINIMUM DRAINBOARDS IN ALL AREAS. 5. PROVIDE AT LEAST ONE APPROVED, SEPARATE, /NALL-MOUNTED HANDWASH BASIN AT A READILY ACCESSIBLE CENTRAL LOCATION WITHIN THE FOOD PREPARATION AND/OR PACKAGING AREA (MINIMUM COMPARTMENT SIZE: 12" X 12" X 6") WITH A PERMANENTLY INSTALLED, SINGLE-SERVICE, SOAP AND HAND TOWF-L DISPENSERS AT ALL HANDWASH BASINS (HOT AIR BLOWER 15 ACCEPTABLE). 6. IN ANY RESTROOM, PROVIDE A FIXED, PERMANENT, SINGLE-SERVICE TOWEL DISPENSER OR HOT AIR BLOINERS AND SOAP DISPENSERS ABOVE HAND SINK. ALL SINKS MUST BE EQUIPPED Yin HOT AND COLD WATER DISPENSED FROM MIXING FAUCETS (HOT INATER TO BE 100 - 120 DEGREE FAHRENHEIT). 8. ALL FLOOR SINKS MUST BE FLUSHED TO THE FLOOR, AT LEAST HALF EXPOSED, OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT AND WITHIN 15 FEET OF THE CONDENSATE PRODUCING EQUIPMENT. 1. ALL EQUIPMENT, INCLUDING SHELVING, MUST BE SUPPORTED BY 5IX INCH HIGH ROUND METAL LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A FOUR INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB TO FACILITATE EASE OF CLEANING. 10. PROVIDE A MIN. OF 2" CONC. CURI3, IF NECESSARY, TO SET THE EQUIP. ON 4 COVE THE FLOOR MATERIAL UP THE CURB IN/ A MIN. 3/8" RADIUS COVE - TYPICAL.. 11. HOODS AND MECHANICAL VENTILATION MUST COMPLY WITH ALL REQUIREMENTS A5 SET FORTH IN THE CURRENT EDITION OF THE UNIFORM MECHANICAL CODE AS ADOPTED BY THE LOCAL E3U1LDING / HEALTH DEPARTMENT. CONSTRUCTED and INSTALLED TO ALL U.L. SPECIFICATIONS. 12. A. CANOPY HOODS SHALL EXTEND AT LEAST 5IX INCHES BEYOND ALL SIDES OF THE COOKING EQUIPMENT, A5 MEASURED FROM THE INSIDE EDGE OF THE GREASE TROUGH. B. FLASH THE EXHAUST HOOD TO THE WALL(5) AND-CEILING C. ALL JOINTS AND SEAMS SHALL BE TIGHT OR SOLDERED FOR EASE OF CLEANING. RIVETED SEAMS ARE NOT ACCEPTABLE. 13, NOT USED. 14. THE REFRIGERATION UNITS MUST CONFORM INITH SELECTED NSF STANDARDS AND BE COMPLETELY FLASHED TO THE BUILDING'S WALLS AND CEILING ON ALL SIDE-S (WOODEN CONSTRUCTION 15 NOT ACCEPTABLE). CONCRETE FLOORS SHALL BE SEALED WITH AN APPROVED CLEAR 'TYPE GREASE, OIL AND ACID RESISTANT SEALER. 15. STORAGE SHELVES SHALL BE STAINLESS STEEL, INOODEN SHELVES MUST BE SUITABLY SEALED WITH VARNISH OR EQUIVALENT, AND INSTALLED ON SIX INCH HIGH ROUND METAL LEGS, CANTILEVERED OR NSTALLED IN CONJUNCTION WITH A PERMANENT, PROPERLY SEALED FOUR INCH HIGH CONTINUOUSLY COVED BASE. lb. INHERE TRACKS OR CHANNELS ARE INSTALLED A5 SLIDING DOOR GUIDES FOR STORAGE CABINET, THEY MAY NOT BE RECESSED, AND A MINIMUM OF 2" OF THE TRACK FROM EACH END OF THE DOOR OPENING MUST BE REMOVABLE FOR CLEANABILITY. II ALL THREADED WATER OUTLETS SHALL HAVE AN APPROVED VACUUM BRF-AKER PROPERLY INSTALLED, I.E., DISHINASHERS, MOP SINKS, SOME rrFE5 OF AUTOMATIC HOOD CLEANING SYSTEMS, RIM FLUSH GARBAGE DISPOSALS, ETC. 18. ALL BEVERAGE DISPENSING COLD WATER PLUMBING LINES AND ICE MACHINE COW WATER PLUMBING LINES MU5T BE CONNECTED THROUGH A DOUBLE CHECK VALVE. 11. THE GREASE INTERCEPTOR SHALL BE INSTALLED OUTSIDE THE FOOD FACILITY, AND CLEANING (THE CLEANOUT MUST BE ON THE EXTERIOR /NALL OF THE BUILDING). 20. INSTALL THE HOT WATER HEATER ON A FOUR INCH HIGH COVED PLATFORM OR CURB, OR ON AT LEAST SIX INCH HIGH ROUND METAL SANITARY LEGS. 21. ALL EXPOSED PLUMBING AND GAS LINES, DRAN LINES AND EXPOSED CONDUITS SHALL BE INSTALLED AT LEAST SIX INCHES OFF THE FLOOR AND 1/2 INCH AWAY FROM WALLS. AN EFFORT SHOULD BE MADE TO ENCLOSE ALL PLUMBING LINES WITHIN WALLS. WHERE THIS 15 NOT POSSIBLE, MULTIPLE RUNS OR CLUSTERS OF PIPING SHOULD BE FURRED IN, ENCASED IN AN APPROVED RUNWAY OR OTHER APPROVED, SEALED ENCLOSURE. 22. A. WHERE PIPE LINES ENTER A WALL, CEILING OR FLOOR, THE OPENING AROUND THE LINE SHALL BE TIGHTLY SEALED. B. EXPOSED PIPE LINES SHALL NOT BE INSTALLED ACROSS ANY AISLE, 'TRAFFIC AREA OR DOOR OPENING. 23. A. ALL EXPOSED FLEX CONDUIT 15 TO BE "SEAL-T1GHT" OR EQUIVA-ENT. B. ANY EFFORT SHOULD BE MADE TO ENCLOSE ALL CONDUITS WITHIN WALLS. WHERE THIS 15 NOT POSSIBLE, MULTIPLE RUNS OR CLUSTERS OF CONDUIT SHOULD BE FURRED IN, ENCASED IN AN APPROVED RUNWAY OR OTHER APPROVED, SEALED ENCLOSURE. C. INHERE ELECTRICAL CONDUIT ENTERS A INALL, CEILING OR FLOOR, THE OPENING AROUND THE CONDUIT SHALL BE TIGHTLY SEALED. 24. SUBMIT SAMPLES OF FLOOR COVERINGS, CEILING PANELS AND WONDERBOARD FOR EVALUATION AND APPROVAL PRIOR TO INSTALLATION BY CONTRACTOR. 25. T1-1E TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR OR GROUND. 26. INHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH A5 A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%, BUT NEVER LESS THAN I, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER 'THAT 15 AT LEAST 36" LONG and 24" WIDE x 34" 21. ALL EQUIPMENT MUST MEET THE APPROPRIATE NATIONAL SANITATION FOUNDATION INTERNATIOtstAL STANDARDS. MEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT STATE OF WASHINGTON 26. INTERIOR FINISHES (FLOORS, WALLS, CEILING) MUST MEET SEATTLE $ KING COUNTY PUBLIC HEALTH FOOD AND FACILITIES PROGRAM. EQUIPMENT CHECKLIST EQUIP. USED NO. DESCRIPTION SIZE REMARKS MEAT PREF. • • • • • • Service Counter Scale Mettler Toledo MEA-02 Stainless Steel table Custom made for customer receiving station Stainless Steel table Custom made MEA-04 Stainless Steel table Custom made Meat Slicer Hobart Meat Band Saw Hobart • Stainless Steel Gutting table Overhead rack Custom made Overhead rack • • • Meat Slicer New Age New Age Hobart Meat Grinder/ Heavy Duty Hand Sink Hobart • • MEA-12 3-compartment Sink Hot/Cold Faucet Mettler Toledo FISH PREP. need one (I) 50 1-phase need one (1) 50 3-phase need 83-1/8"x2q-1/8"xl" polyboard top both with side guards both with side guards need one (I) 50 1-phase need standard leg w/casters, 50 3-phase w/both side splash guard, counter service need one (1) 50 3-phase need one (1) 50 1-phase, w/c1g. phone jack need front bottom bumper bar, fs. req. IN/ 18" swivel straight spout (I. Nash 4 I. Prep) Hand 5ink Thavving sink (6 tubs) Custom made Super Pan Seperate Pump $ Chilled System Fish Cleaning Table Thawing sink (8 tubs) Hot/Gold Faucet Vol Irath Custom made Custom made Custom made Super Pan 2 Tub Sink Vollrath Custom made Hot/Cold Faucet • • Fish Cleaning Machine Water $ Motor Pump System Storage tank 3-compartment sink Hot/Cold Faucet PRO FRC w/both side splash guard, counter service for shrimp thavving, need cold water line with shower spray for shrimp thawing seperate system for salt ',slater tanks need 6 spray nozzle/shut-off valve/bag holder need front bottom bumper bar, overflow drain w/ 12" swivel gooseneck spout *shower spray vvith shower spray for fish thawing need front bottom bumper bar, overflow drain vq/ 12" swivel gooseneck spout 4shower spray need one (I) 50 3-phase, 2" pipe from water tank • • Band Saw Hobart Stainless Prep table Custom made Overhead boat rack • • • Manual wrapper Holding Tank Ice Machine New Age Mettler Toledo Hoshizaki Single Filter System Storage Bins Gas Fryer Hoshizaki Follet 6as Fryer Frymaster Frymaster need front bottom bumper bar, f.s. req. vg/ 18" swivel straight spout need one (1) 50 3-phase need one (I) trash bin roll-in middle/center section electrical outlet, 115 vac, 60hz, 625 watts 203-gal capacity need 3/4" FPT independent drain connection with 2 opening top bin lids, floor sink Connecting Strip Quick Disconnect Frymaster Connect It PRODUCE Hand Sink Manual Viral, Stainless Steel 1Nork Table Overhead rack Stainless Steel 1Nork Table Overhead rack 3-Comp. Prep. Sink Hot/Cold Faucet Mettler Toledo Custom made New Age Custom made New Age vvith both side s.lash suard counter service elec. outlet, 115 vac. 60hz, 625 watts wall mount, no side guards for prep sink; tub 18"x18"x18" vqall mount, no side guards need front bottom bumper bar, fs. rect. w/ 18" swivel straight spout Storage Racks Hanging Scale 1-Comp. Prep. Sink COUNTER Mettler Toledo 30 Lbs. x 1.0 Oz. for produce table, sales area • • • Stainless Display Table Stainless receiving/pick-up station Service Counter Custom made Custom made Mettler Toledo Hot Merchandiser Columbus for shrimp other seafood display half-round shape, equip w/ mic $ power outlets for customer receiving station for cooked items REFRIGERATION USED NO. DESCRIPTION SIZE REMARKS • • • • • • • • • • IA FROZEN FOOD COFFIN CASE IN/GLASS IB REACH-IN FROZEN FOOD CASE See REFRIGERATION SCHEDULE IC INALK-1N GROCERY FREEZER 2A MULTI-DECK DELI CASE MULTI-DECK DELI CASE MULTI-DECK DELI CASE PRODUCE CASE PRODUCE CASE INALK-IN PRODUCE COOLER FROZEN FOOD COFFIN CASE 1N/GLASS % 0 00 REVIEWED FOR CODECOMPLIANCE APPnCIVE APR 2 3 2010 FROZEN FOOD COFFIN CASE 1N/GLA55 FROZEN FOOD COFFIN CASE IAI/GLASS FROZEN FOOD COFFIN CASE 1N/GLASS • 3 • • • 4A MULTI-DECK MEAT CASE City of Tukwila BUILDING DIvisirim RECEIVED CITY OF TUKVVII A APR 0 6 2010 PERMIT CENTER 45 BACK TO BACK MD. MEAT CASE SERVICE MEAT CASE MULT1-DECK MEAT CASE 4E INALK-IN MEAT COOLER 4F INALK-1N FISH COOLER 46 MEAT PREP ENLARGED PARTIAL FLOOR PLAN SCALE 1/4 " =1' -O" NOTES: I. Contractor shall verify all equipment sizes and exact location prior to Installation. 2. General Contractor shall notify Architect / Seafood City if there are discrepancies with equipment. 3. All stub-outs $ rough-ins shall comply With latest code and equipment manufacturer's 4. All New and Replacement equipment shall meet N.S.F. standards or be proven equivalent by a recognized certifying agency. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 CONSULTANT: DRAWING TITLE: CC 0 0 LL ENLARGED REVISIONS: \ COMMENTS DATE 02-09-10 JOB NO. SHEET NUMBER A A-1.1B MILLWORK 7, 8' -4" 2' -4" ELECTRICAL PANEL BOX SAFE I 2' -0" L 4'-0" 1," y G TIME CLOCK - -1 L - MPOE REFRIGERATION ALARM ITER 1-N ELEVATION U 0 REFRIGERATION ALARM COMPUTER RACK 3" DIA. CONDUIT W/PULL STRING FOR TELEPHONE 4 CAMERA CABLE \ \ TIME CLOCK 4' -0" • iv MILLWORK X1 MPOE 1=‘o M R G 2' -O "CLR 00 A 4 MILINORK / O O Z. in in 0 ELEVATION LEGEND SINGLE RECEPTACLE WITH ISOLATED GROUNDING `Y v v SINGLE RECEPTACLE DUPLEX RECEPTACLE WITH ISOLATED GROUNDING DUPLEX RECEPTACLE QUAD RECEPTACLE WITH ISOLATED GROUNDING QUAD RECEPTACLE TELEPHONE DATA MILL±NORK 1 ,® 1 S/HE II / N MILLWORK ELEVATION N m 1 L - JANITOR \ 90" 128 2' -4" NORTH 5 : Ai .1 //* 0 ,,,,A1 L J, MEN'S 1 LOCKER / o 0 / NORTH 5 RESTROOM KEYNOTES LAVATORY Airk I-1/2" DIAMETER 5T 42" LONG AT 510E 15' LO G AT ID AND 56" AT REAR 0 T • 9 SURFACE MOUNTED SOAP DISPENSER. SURFACE MOUNTED FEMININE NAPKIN - TAMPON VENDOR. 'XLERATOR' XL ELECTRIC HAND DRYER MIRROR WI 5/4" INELDED SEAMLESS STAINLESS STEEL FRAME. SURFACE MOUNTED TOILET-SEAT-COVER DISPENSER SURFACE MOUNTED TOILET TISSUE DISPENSER. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. PROVIDED AND INSTALLED BY G.C. WATER CLOSET. REFER TO PLUMBING DRAWINGS. WATER HEATER -em--eeNerFEATFeR+47.4x*F:r-: MOP SINK, PROVIDED AND INSTALLED BY UTILITY SHELF MOP RACK, PROVIDED BY SEAFOOD CITY AND INSTALLED BY G.C. FLOOR SINK. REFER TO PLUMBING DRAWINGS. TOILET/ URINAL STAINLESS STEEL PARTITIONS AND STALL DOOR INSTALLED BY G.C. BATT INSULATIN FOR SOUND DRINKING FOUNTAIN, SEE JANITORS' ROOM ENLARGED PLAN SCALE 1/4"=11-0" 11 MEW RESTROOM * LOCKER ROOM ENLARGED PLAN SCALE RESTROOM NOTES OFFICE ENLARGED PLAN 4 ELEVATION SCALE 1/4 " =1' -0" 17 0 28' -0" v 4' -b" 11'-or (E)OPNG. v N Y a O O m NORTH /2\ 6 AX. 36 "MIN. 0 C ELEVATION MENS' RESTROOM ANGELED WALL 0 cr ELEVATION 2 L - - ELEVATION 5 o ELEVATION 2"MAX. cn ELEVATION 5 12"MAX. ANGELED.WALL r O ELEVATION L WOMENS' RESTROOM 11 1 1 O n (n tr 1• \ cn ELEVATION 2 1 ELEVATION 12"MAX. 0 ELEVATION 1 125 0 JANITORS' ROOM ELEVATION 0 O ELEVATION 2 ELEVATION B iffam ELEVATION 1124 1 128 SECOND FLOOR PLAN SCOPE OF WORK SCALE 1/8"=11-0" 18 RESTROOM 4 JANITORS' ROOM INTERIOR ELEVATIONS SCALE I. PROVIDE I-1/2" CLEARANCE BETWEEN MU_ AND GRA13 BARS. 2. DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. 5. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 2501* LOAD AND 5HALL NOT ROTATE WITHIN THEIR 4. FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERAI3LE BY AN OSCILLATING HANDLE WITH MAXIMUM FORCE OF LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED 40", TYPICAL THROUGH-OUT. 5. NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES. b. A CLEAR SPACE OF 50" X 48" SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. 1. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOINELS, WASTE, COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. 8. MIRRORS - MAXIMUM 40" ABOVE FLOOR. q. TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. 10. THE RESTROOM DOORS MUST BE NELL FITTING AND SELF-CLOSING. II. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION. 12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 13. TOILET ROOM SIGNS PER DETAIL Mir 14. FAUCET CONTROLS AND OPERATING MECHANSM 'OPERABLE 1NJ ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF TI-IE ViRIST AND AN OPERATING FORCE NOT 15. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR 4 WITH A CLEARANCE OF AT LF-AST 2q° FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH 4 5" MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN. OF q" HIGH FROM THE FLOOR 4 A MIN. OF 11" DEEP FROM THE FRONT OF THE LAV. 16. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTF-D ON THE WIDE SIDE OF TOILET AREAS. 11. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEA5T 10 SECONDS. 18. ADD BATTERY POWERED. SENSOR VALVES TO URINALS 4 HAND LAVATORIES. lq. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. MULTIPLE ACCOMMODATION TOILETS: I. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED 1NITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING 1NIDTH OF 32" 1NHEN LOCATED AT THE END 4 34" INNEN LOCATF-D AT THE SIDE WIT1-1 THE DOOR POSITIONF-D AT AN ANGLE OF q0 DEGREES FROM ITS CLOSED POSITION. 2. WHEN STANDARD COMPARTMENT DOOR5 ARE U5ED, WITH A MIN. or CLEARANCE FOR FOOTRESTS UNDERNEATH 4 A SELF-CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 55040.1)2C 15 NOT REQUIRED. 5. THE INSIDE 4 OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED IN/ A LOOP OR U-SHAPED HANDLE IMF_DIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OT14ER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 1 UNIT CONDENSATE DRAIN, SEE PLUMBING DRAWINGS ROOF TOP MECHANICAL UNIT, - SEE MECHANICAL DWGS. • I I (L) \ \ \\ R.A. �1 1 S.A. \Nmil/ J 1 ONE LAYER OF 5/8" GYP. BD. ON STEEL STUDS AT 16" O.G. WITH I" TYPE 5 DRYWALL SCREWS 8" O.G. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 32" ON OPPOSITE SIDES ADJ. SPACE (AS OCCURS) 2nd FLR. FIN. FLOOR - 1 1 1 1 EXTEND TO UNDRIDE OF ROOF, SEE 5 ..T DINGS. FOR ROOF CONtiEG1TION DETAILS 0 R •• T PER PLAN (E) OPENING 0 0 0 BATT INSULATION, WHERE OCCURS. SOLID BLOCKING AS REQUIRED TYPICAL. ADJ. SPACE (A5 OCCURS) ;- 1 ��- -- ' 4/ r // \\ 1 \\ N\ - �v� - - - - -- - -ul -I-� -- �� _ 1~ GROUND FLOOR CEILING AS OCCURS, SEE A -2.0 cr WOMEN'S 124 0 0 III'=dI , WI likt ;ice, -W :1111." O� 111111111. `'� sI 4 LOCKER EEO 0 a / / A# / / / / / / / / I / a CEO / NORTH 5 NOTE: LAVATORIES SHALL BE MOUNTED W1114 A CLEARANCE OF AT LEAST 2q" FROM FLOOR TO BOTTOM OF APRON INITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING A MIN. OF 50' IN WIDTH WITH 8" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN. q" A.F.F. AND MIN. 11" DEEP FROM FRONT OF LAVATORIES. CONDENSATE BOTTOM OF MIRROR 1 m LAVATORY / SINK WITH CARRIER SUPPORT 1 in N 1 Zv HANDICAP 8�� �, KNEE SPACE ,MIN. II" MIN. s . LEG CLEARANC INSULATED DRAIN PIPE AND TRAP NVSLIP JOINT FITTING "TRUEBRO" MODEL NO. LAV-GUARD (800) 540-5464 OR APFROVF_D EQUAL. STUD WALL DRAIN DOWN IN WALL, SEE PLANS FOR SIZE. LEVER TYF'E FAUCET CONTROL RUBBER HOSE and CLAMPS ESCUTCHEON PLATE LAVATORY SUPPORT NI/ CONCEALED FINISH FLOOR - \ \ \ \ SCIN4A08 Cq° MIN. TOE CLEARANCE. LAVATORY DETAIL SCEC2A08 Q SCALE DZ Zto En BUBBLER OUTLET ORIFICE WATER FOUNTAIN, SEE PLUMBING DRAWINGS *18" MIN. IF ALCOVE DEPTH 15 24". WOMEN 12" DOOR SIGNS: 1 I 1 1 MEN j( 12" ], RESTROOMS 12" MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800) c151-81114 FOR ADDITIONAL HANDICAP ACCESSIBLE REQUIREMENTS, REFER TO SPECS. I. SIGNS SHALL BE 1/4" THICK MIN. 2. CENTER SIGNS ON THE DOOR AT A HEIGHT OF 5'-0" A.F.F. 5. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODEL NUMBERS: WOMEN'S "840" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840-A" (PROVIDE AT SPACES WITH TNI0 TOILET ROOMS) UNISEX "840-5" (PROVIDE AT SPACES WITH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800) q541-511q I. LOCATE ON THE WALL ADJACENT TO THE LATCH SIDE OF DOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 5'-0" A.F.F. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST. MODEL NUME3ERS: INOMENS "840-T" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840-AT" (PROVIDE AT SPACES WITH TAO TOILET ROOMS) UNISEX "840-BT" (PROVIDE AT SPACES WITH ONE TOILET ROOM) 3. BRAILLE: GRADE II, DOTS = 1/10" 0.C. IN EACH CELL WITH 2/10* SPACE BETWEEN CELLS, RAISED 1/40". SCIN4A01 11-21-01 SCALE NONE • Alto FINISHES, SEE FINISH MOD BLOCKING. 36" OR 42" LONG AS OCCURS. METAL BRACKETS : 4'-0" DRILLING / SELF - TAPPING SCREWS THRU 5/16" THICK BACK PLATE FOR GRAB BAR SUPPORT - TYP. I. PROVIDE SMOOTH GRAB BARS 1NITH IN/ NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES NV 250# DESIGN LOAD REQUIREMENTS. SPAN PLATE OVER (4) STUDS. SOUND INSULATION AS OCCURS. MECHANICAL DUCTIAIORK SHAFT SCALE 20 WOMENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN SCALE 1/4 " =1' -0" 15 ACCESSIBLE HATER FOUNTAINS (IN ALCOVE) SCALE NONE 10 GRAB BAR @ METAL STUD NALL SCALE 1)(2 w-P000 REVIEWED FOR CODECOMPLIANCE APP ova) APR 2 3 2010 City of Tukwila BUILDING nivicinni RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER ALL DRAWINGS AND WRRTEN MATERIAL APPEARING HEREIN coNsmuTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHRECTS. LLP. ALL RIGHTS RE H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 3rd B.D. SUBMITTAL: 03-24-10 RETIIII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT STATE OF WASHINGTON CONSULTANT: cn CC CI 0 co 111' Z DRAWING TITLE: A A DATE 02-09-10 JOB NO. SHEET NUMBER A 1 2 A ABV AC AD AFF AHU AL ALT AP APPROX AR ARCH ARV AUTO BD BEL BFF BFP BG BHP BLDG BOD BOT BT BTU BV CA CAB CD CFH CH CI CKV CL CLG CMP CO CO 2 COL CONC CONN COND CONSTR CONT. CONTR COTG CW D DCBP DD DF DIA / 0 DISCH DN DW DWG DWV EFF EL ELEC ELEV EMER EQUIP EWC (E) EXP EXT EXTN F (F) FCU FCO FH CAB FIN FL /FF FLR FOR FOS FOV FP FPM FS FSW FU FT FTR FUR FW G GA GAL GALV GC GCK GCO GPM GV GW H HB HBD HD HDR HDWE HP HTR HVAC HW HWR ICW ID INSUL INTR IE KEC KIT KW PLUMBING ABBREVIATIO \S COMPRESSED AIR ABOVE AIR CONDITIONING AREA DRAIN ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ALTERNATIVE, ALTERNATE ACCESS PANEL APPROXIMATE ACID RESISTANT ARCHITECT, ARCHITECTURAL AIR RELIEF VENT AUTOMATIC BELT DRIVE BELOW BELOW FINISH FLOOR BACKFLOW PREVENTER BELOW GRADE BREAK HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM • . BATH TUB BRITISH THERMAL UNIT BALL VALVE COMPRESSED AIR CABINET CONDENSATE DRAIN CUBIC FEET PER HOUR CABINET HEATER CAST IRON CHECK VALVE CENTERLINE CEILING CORRUGATED METAL PIPE CLEANOUT CARBON DIOXIDE COLUMN CONCRETE CONNECTION CONDENSER, CONDENSATE CONSTRUCTION CONTINUATION CONTRACTOR CLEANOUT TO GRADE COLD WATER (DOMESTIC) DEPTH, DEEP DOUBLE CHECK BACKFLOW PREVENTER DIRECT DRIVE DRINKING FOUNTAIN DIAMETER DISCHARGE. DOWN DISTILLED WATER DRAWING DRAINAGE, WASTE & VENT EFFICIENCY ELEVATION ELECTRIC, ELECTRICAL ELEVATOR EMERGENCY EQUIPMENT ELECTRICAL WATER COOLER EXISTING EXPANSION EXTERIOR EXTENSION FAHRENHEIT FUTURE FAN COIL UNIT FLOOR CLEANOUT FIRE HOSE CABINET FINISH FLOOR FLOOR FUEL OIL RETURN FUEL OIL SUPPLUY FUEL OIL VENT. FIRE PROTECTION FEET PER MINUTE FLOOR SINK FLOW SWITCH FIXTURE UNITS FEET FLUE THRU ROOF FURNACE FILTERED COLD WATER GAS GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GAS COCK GRADE CLEANOUT GALLONS PER MINUTE GATE VALVE GREASE WASTE HEIGHT / HIGH HOSE BIBB HOSE BIBB DRAIN HUB DRAIN HEADER HARDWARE HORSEPOWER HEATER HEATING/ VENTILATION/ AIR CONDITIONING HOT WATER (DOMESTIC) HOT WATER RETURN (DOMESTIC) INDUSTRIAL COLD WATER INSIDE DIMENSION / DIAMETER INSULATION INTERIOR INVERT ELEVATION KITHCEN EQUIPMENT CONTRACTOR KITCHEN KILOWATT L LP MAX MBH MECH MFR MPG MH MIN MISC MTD (N) NG NIC NO / # NOM NTS 02 OSA OC OD OFD OFL OP OPNG OR ORWL OS OSD PC PG PLBG PIV POC PREFAB PRV PSF PSI PVC PW PWR R / RAD RCP RD REQD RFE RFLE RM RPBP RPM RWL SAN SCHED SFE SFLE SG SHT SIM SOC SOL SOV SPEC(S) SS STD STM STS T &P TCC TD TEMP TG TMP TOS TW TXV TYP U UON UBC UFC UMC UPC V VA VAC VB VD VEL VFD VIF VS VT VTR W W/ W/0 WC WCO WF WM WSSK WT LENGTH/ LONG LIQUID PETROLEUM MAXIMUM 1,000 BTU PER HOUR MECHANICAL MANUFACTURER MEDIUM PRESSURE GAS MANHOLE MINIMUM MISCELLAENEOUS MOUNTED NEW NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OXYGEN OUTSIDE AIR ON CENTER OUTSIDE DIMENSION / DAIMETER OVERFLOW DRAIN OVERFLOW RAIN WATER LEADER OPERATING OPENING OIL RETURN OVERFLOW RAIN WATER LEADER OIL SUPPLY. OPEN SITE DRAIN . PLUMBING CONTRACTOR PROPANE GAS PLUMBING POST INDICATING VALVE POINT OF CONNECTION PREFABRICATED PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PROCESS WATER PROCESS WATER RETURN RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REQUIRED REFERENCE FLOOR ELEVATION REFERENCE FLOW LINE ELEVATION ROOM REDUCED - PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAIN WATER LEADER SANITARY SCHEDULE SITE FLOOR ELEVATION SITE FLOW LINE ELEVATION SPECIALTY GAS SHEET SIMILAR SHUT -OFF COCK SOLENOID SHUT -OFF VALVE SPECIFICATIONS SANITARY SEWER STANDARD STORM STAINLESS STEEL TEMPERATURE &PRESSURE TEMPERATURE CONTROL CABINET TRENCH DRAIN TEMPERATURE TO GRADE TEMPORARY TOP OF SLAB TEMPERED WATER THERMAL EXPANSION VALVE TYPICAL UNION UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VOLUME DAMPER VELOCITY VARIABLE FREQUENCY DRIVE VERIFY IN FIELD VENT STACK VITRIFIED TILE VENT THRU ROOF WIDE / WIDTH WITH WITHOUT WATER COLUMN WALL CLEANOUT WATER FOUNTAIN WATER METER WALL SERVICE SINK WEIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. 1-01 PIPE TEE UP I PIPE TEE DOWN Ofi AIR RELIEF VENT 0 PIPE ELBOW DOWN PIPE ELBOW UP PIPE TEE BRANCH UP (W/ ELBOW) PIPE TEE BRANCH DOWN (W/ ELBOW) INDICATES DIRECTION OF DOWNWARD PITCH CONCENTRIC REDUCER ECCENTRIC REDUCER FLOW DIRECTION INDICATOR INDICATES EXPANSION LOOP A. U PIPE ANCHOR UNION CAP i BALL VALVE CHECK VALVE (ARROW TOWARD DIRECTION OF FREE FLOW) DOUBLE CHECK BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTOR PLUUBING ABBREVIATIONS �7 I -da RV { HB CIRCUIT SETTER GATE (SHUT -OFF) VALVE HOSE BIBB, RECESSED GAS SHUT -OFF COCK PRESSURE REDUCING VALVE GAS PRESSURE REGULATING VALVE 5psi TO 7" WC A.S.M.E. PRESSURE RELIEF VALVE VALVE IN RISER (SHUT -OFF) FLEX GAS LINE YARD BOX (WITH GATE VALVE) CONTROL STOP INLINE PUMP RELIEF VALVE HOSE BIBB SHOCK ABSORBER STRAINER O FCO FLOOR CLEANOUT ® FS FLOOR SINK WM WATER METER POC POINT OF CONNECTION REFERENCE SYMBOLS MX.X -X ENLARGED PLAN 11 IIIIIIIIIIIIIIIIIIII a THERMOMETER PRESSURE GAUGE WALL CLEAN OUT TRENCH DRAIN FLOOR DRAIN, ROUND FLOOR DRAIN SAQUARE ROOF DRAIN OR OVERFLOW DRAIN OVERFLOW SCUPPER, (N) CONNECT NEW TO EXISTING SHADED SIDE IS NEW WORK SECTION PLUVIBI \G LI \ETYPE LEGEND OSW OIL AND SAND WASTE (BELOW SLAB/ GRADE) ID INDIRECT DRAIN GV HBD CW(E) HW(E) HWR(E) / / / / /I /II /II / / / / / /// GAS VENT HOSE BIBB DRAIN PLUMBING WITH HEAT TRACE DOMESTIC COLD WATER (E) DOMESTIC HOT WATER (E) DOMESTIC HOT WATER RETURN (E) PLUMBING DEMOLITION MPG(E) . MEDIUM PRESSURE GAS LINE G(E) CD(E) OFL(E) RWL(E) SS(E) GW(E) V(E) NATURAL GAS, PROPANE (E) PLUMBING EQUIPMENT (E) PLUMBING EQUPMENT ON ROOF CONDENSATE DRAIN (E) OVERFLOW LEADER (E) RAINWATER LEADER (E) SANITARY SEWER (E) GREASE WASTE LINE (E) SANITARY VENT (E) SUFFIX (E) IN CONJUNCTION WITH LIGHTER SHADING INDICATES EXISTING PIPE OR EQUIPMENT. (TYPICAL OF ALL EQUIPMENT AND PIPING). SS SANITARY OR WASTE PIPING ABOVE SLAB SS SANITARY OR WASTE PIPING BELOW SLAB COLD WATER PIPING _.._.. _.._.._.._.._.._.._.._.._.._.._ HOT WATER PIPING CD CONDENSATE DRAIN GW GREASE WASTE FW FILTERED COLD WATER MPG MEDIUM PRESSURE GAS LINE G NATURAL GAS, PROPANE V SANITARY VENT GW GREASE WASTE PIPING BELOW SLAB OZ OZONE WATER DRAWING INDEX P0.1 PLUMBING COVER SHEET P0.2 SCHEDULES SHEET P0.3 PLUMBING DETAILS SHEET P1.0 WASTE AND VENT PLAN P2.0 HOT AND COLD WATER PLAN P3.0 GAS PLAN GENERAL NOTES 1. THESE DRAWINGS HAVE BEEN DEVELOPED FROM AVAILABLE ORIGINAL DRAWINGS AND RECORDS FURNISHED BY THE OWNER. MATERIALS , DIMENSIONS, ROUGH PATTERNS AND THE LIKE ARE INTERPRETATIONS OF THOSE RECORDS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. (REMODEL ONLY) 2. PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOB SITE, TAKE ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE EXISTING CONDITIONS. MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO PIPING, CONTROLS AND AIR CONDITIONING SYSTEMS. (REMODEL ONLY) BECAUSE OF THE NATURE AND THE SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC. MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS. THEY SHALL BE FURNISHED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION IS TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE AND ALL COUNTY AND LOCAL CODES, CITY LAWS OR ORDINANCES. INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. 5. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE STOP MATERIAL SHALL BE PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND DIRECT AS POSSIBLE. FORM RIGHT ANGLE AND PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE THAT PERMITS ACCESS FOR SERVICING VALVES. 7. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPES OR DRAINS. 9. INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED INSIDE THE. BUILDING. 10. CROSS SECTIONAL AREA OF VENTS THRU ROOF SHALL NOT BE LESS THAN LARGEST REQUIRED BUILDING SEWER. 11. PROVIDE CLEANOUTS ON ALL BRANCHES OVER 5' -0 ". 12. COORDINATE SIZE AND LOCATION OF METER, INCOMING WATER AND SEWER LINES WITH LOCAL UTILITY AGENCIES. NOTIFY OWNER'S REPRESENTATIVE OF THE UTILITY HOOKUP FEES OR ASSESSMENT COST AS SOON AS THEY CAN BE DETERMINED. NOTIFY OWNER'S REPRESENTATIVE AT ONCE IF PUBLIC SEWER OR WATER SERVICE IS NOT AVAILABLE TO THE SITE. 13. LOCATE ALL PLUMBING VENTS A MIN. OF 10' HORIZONTAL OR MIN. 3' ABOVE MECHANICAL AIR INTAKES AND AIR COND. UNITS AND HOOD MAKE UP AIR BLOWER. 14. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, INCLUDING UBC, UPC, NFPA. 15. PROVIDE SEAL BETWEEN WALLS AND PLUMBING FIXTURES AS PER HEALTH DISTRICT REQUIREMENTS. 16. COLD AND HOT WATER SUPPLY PIPING SIZES FOR FIXTURE CONNECTIONS ARE NOT SHOWN ON PLANS. SEE FIXTURE SCHEDULE FOR CONNECTION SIZES. 17. INSTALL ALL OVERHEAD PIPING AS CLOSE TO THE STRUCTURE AS POSSIBLE, OR AS DETAILED OTHERWISE. 18. LOCATE AND LABEL ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILINGS SHALL BE ACCESSIBLE THRU CEILING. SEE DRAWINGS FOR LOCATIONS. 19. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THAT CONFLICTS ARE FOUND WITH THE WORK OF THE OTHER TRADES, BRING ALL SUCH CONFLICTS TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS SHALL BE CORRECTED AT NO ADDITIONAL EXPENSE TO THE OWNER. IMMEDIATELY NOTIFY THE ARCHITECT OF CONDITIONS IN CONFLICT WITH THE PLANS. 20. PROVIDE PIPING EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AUTHORITIES HAVING JURISDICTION, OR AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. 21. COORDINATE INSTALLATION OF ALL PIPING BELOW GRADE WITH SITE COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 22. COORDINATE ALL FIXTURES, EQUIPMENT AND ROUGH -IN CONNECTION LOCATIONS AND SIZES WITH ARCHITECTURAL DRAWINGS, OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 23. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE. ALL WALLS WHERE IN WHICH WATER OR WASTE LINES ARE INSTALLED MUST BE PATCHED TO MATCH EXISTING AFTER LINES ARE INSTALLED. 24. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 25. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 26. ALL FLOORS SHALL SLOPE TOWARDS THE FLOOR DRAINS PER SECTION 411.2.1 OF 2006 UPC W(OOO9 H.D. SUBMITTAL: 01 -04 -10 REVIEWED FOR CODE COMPLIANCE ARV MED APR ? 3 2010 City of Tukwila BUILDING DIVISION B.D. SUBMITTAL: 01 -21 -10 RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER NODEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 2nd H.D. SUBMITTAL: 02 -00 -10 E»S 30/21/2010 consulthg engineers • mechanical building ▪ systems engineering 818.735.5551 1 818.735.5554 f 31332 tie Wines. elite 112 metrics v®age, ca 91362 CONSULTANT: 0 w a. DRAWING TITLE: CC occ LLJ 0 U � U W M REVISIONS: '.i2.O5.1yr'1 \P3. 01.19 A Jr\ A�t DATE n 00-00 JOB NO. SHEET NUMBER 09293 P -0.1 PLU V BIND FIXTURE SCHEDULE CONTRACTOR FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FD -1 FLOOR DRAIN (ROUND) JAY R. SMITH 2005Y ROUND CAST IRON STANDARD — — — — — 2" 2" FURNISH WITH TRAP PRIMER CONNECTION FD -2 FLOOR DRAIN JAY R. SMITH 2270H MEDIUM DUTY CAST IRON STANDARD — — — — — 2" 2" HINGED GRATE WITH SEDIMENT BUCKET AND TRAPRIMER CONNECTION FD -3 FLOOR DRAIN JAY R. SMITH 2240HB MEDIUM DUTY CAST IRON STANDARD — — — — — 3" 2" HINGED GRATE WITH SEBINENT BUCKET AND TRAP PRIMER CONNECTION. FS -1 FLOOR SINK JAY R. SMITH 3100Y — CAST IRON WHITE — — - — — — — ACID RESISTANT, DOME STRAINER, AND HALF GRATE HB -1 HOSE BIBB (NON— FREEZE) WOODFORD HCB67 WALL HYDRANT _ _ _ — — 3/4" 3/4" — — AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. HB -2 HOSE BIBB WOODFORD 24 WALL FAUCET — — — — — 3/4" — — — FURNISH WITH METAL WHEELHANDLE AND THREADED VACUUM BREAKER HB -3 HOSE BIBB (NON- FREEZE) ACORN 8156 WALL HYDRANT _ _ _ _ _ 3/4 3/4 _ _ AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. LAV -1 ADA LAVATORY (WALL —MTD) KOHLER K -2005 WALL MOUNT VITREOUS CHINA WHITE FAUCET CHICAGO 404 -317CP 1/2" 1/2" 1 -1/2" 1 -1/2" SEE ARCH. DWG'S FOR MOUNTING HEIGHT. FURNISH SINK AND FAUCET WITH 8" CENTERS. FURNISH FAUCET WITH WRIST BLADES. PROVIDE CARRIER. MXV -1 THERMOSTATIC MIXING VALVE LEONARD 220 THERMOSTATIC — — — — — 1/2" 1/2" — — , SET FOR 110 DEGREES F. RP -1 RECIRCULATION PUMP GRUNDFOS UP- 15 -42SF — — — — — — — - — — 1/25 HP, 115V, 1 PH, 60HZ MS -1 MOP SINK FIAT MSB -2424 FLOOR — WHITE FAUCET FIAT 830 —AA 1/2" 1/2" 3" 2" PROVIDE HOSE WITH BRACKET #832 —AA, MOP HANGER #889 —CC, AND VINYL RIM GUARD #E -77 —AA TD -1 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — - — — — 3" 2" 1 SECTION WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -2 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 1-1/2 SECTIONS WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION / TD -3 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 3 DEEP WELL SECTIONS WITH DUCTILE IRON GRATE, WITH INTERNAL STRAINER 12FT. LONG TOTAL MIN. 8" DEEP. AND TRAP PRIMFR CONNFCTION WITH ACCFS PANFI . TP -1 TRAP PRIMER PPP PR -500 PRIME —RITE PRESSURE ACTIVATED STANDARD — — — — — — 1/2" — ' -1 A rA U: ^ • . • • _, •7 _ WALL MTD . 1'. f V .•. ,I1 •I F S. ; C 0' ROYAL 1; 0— — — WALL MOUNTED, TOP SPUD WITH BLOW —OUT FLUSH ACTION. PROVIDE WITH 1.0 GPF EXPOSED CHROME PLATED FLUSH '0 1Tl 01 t, S'iE 1 .LL WC -1 WATER CLOSET (FLOOR —MTD) KOHLER K -4302 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 1 -1/2" — 4" 2" TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WC -2 ADA WATER CLOSET : (FLOOR —MTD) KOHLER K -4368 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 1 -1/2 4 2 TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH :VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WH -1 WATER HEATER RHEEM ES50 — 54G e • ' TYPE — — — - - 2" 2" — — 100 GALLON, 54 KW INPUT, 3PHASE,480 VOLTS, OUTLET TEMP. SET (4 120 DEGREES. INSTALL XP -1. XP -1 EXPANSION TANK AMTROL ST25V — — — — — — — 1" — — XP -2 EXPANSION TANK AMTROL ST12V — — — — — — — 3/4" — — XP -3 EXPANSION TANK AMTROL ST5V — — — — — — — 3/4" — — WH-2 WATER HEATER RHEEM EG SP2 ELECTRIC TYPE — — — — — 3/4 3/4 — — 76 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 242 OF 242 G.P.H. AT 80 DEGREE RISE 6" TYPE B FLVE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -3 WATER HEATER RHEEM E550 -120 ELECTRIC TYPE _ _ — — - 1 -1/4" 1 -1/4" — — 50 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 78 G.P.H. AT 80 DEGREE RISE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -4 WATER HEATER TAKAGI MOBIUS T —M50 NON STORAGE GAS FIRED INSTANTANEOUS — — — — — 1 -1/4" 1 -1/4" - - WALL MOUNTED INSTANTANEOUS TYPE 6.8 G.P.M. AT 90 DEGREE RISE WITH TAKAGI FLUE KIT. INSTALL PER MANUFACTURES INSTRUCTIONS. INSTALL XP -2 BFP -1 REDUCED PRESSURE PRINCIPLE WILKINS 575 3" — — - — — _ _ _ _ INSTALL PER WATER DISTRICT STANDARDS BFP -2 BACKFLOW PREVENTER WILKINS 575 3/4" _ _ _ _ _ 1 -1/2 — — _ ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK BFP -3 PREVENTER WILKINS 575 —1 2 '1-1/2" _ _ _ _ _ 1 -1/2" - _ — ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK PRV -1 PRESSURE REGULATOR 500 YSBR 3" — — — - — _ _ _ _ _ SET OUTLET PRESSURE AT 75 P.S.I. SEA tioT6 >K Sf-(667 P-2,0 JJs WATER FkXTURE U \IT SCHEDULE VBING FIXTURE SCHEDULE OWNER FURNISHED CONTRACTOR INSTALLED WSFU — FLUSH VALVE TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET V FC -1 FISH CLEANING MACHINE PRC SCM -4 — MEAT PREP 3 —COMP SINK 4 2 8 — — — (PER FAUCET) HS -1 HAND SINK GSW HS -1217W — HAND SINK 2 2 4 — 1/2" KITCHEN & PREP 3 —COMP SINK 1 2 2 ICE MACHINE HOSIYAKI F- 1500MAH HAND SINK 1 2 2 HOSHIYAKI HF —H TWIN 1" TABLE SINK 2 2 4 LT -1 LOBSTER TANK — STEAMER 1 0.5 0.5 — — FISH DEPARTMENT 3 —COMP SINK 1 2 2 OZ -1 OZONE MACHINE HAND SINK 2 2 4 — — — SHRIMP SINK 6 2 12 — INDIRECT DRAIN TO NEAREST RECEPTOR S -1 (PER FAUCET) GSW SH2O243D STAINLESS STEEL — FAUCET FISH SINK 6 2 12 — — PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE (PER FAUCET) WORK TABLE SINK — — — STAINLESS STEEL — 2 —BAY SINK 2 2 4 3/4" 2" 2" (PER FAUCET) S -3 WORK TABLE PREP SINK — — — STAINLESS STEEL ICE MACHINE 1 0.5 0.5 3/4" 3/4" — FISH CLEANER 1 2 2 — — PRODUCE PREP 3 —COMP SINK 1 2 2 B -0290 133X 3/4" 3/4" HAND SINK 1 2 2 2 COMPARTMENT SINK — — PREP .SINK 2 2 4 T &S B -0290 RESTROOMS & UTILITY WATER CLOSET — FV 2 5 10 S -6 THAWING SINK — LAVATORY 2 1 2 FAUCET T &S B -0290 133X MOP SINK 1 3 3 SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK - HOSE BIBBS 1st HOSE BIBB 1 2.5 2.5 - _T (ESTIMATE) EACH ADDITIONAL 7 1 7 -. D 'E ' A E • FL/O" . DF -1 ELECTRIC COOLER WATER HAWS HWUACO8LSS 89.5 BRUSHCOATIED STERLINGNG ' VINYL MARKET TOTAL _ _ _ 3/4" 89.5 110 GPM PLU VBING FIXTURE SCHEDULE OWNER FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM . • MFGR MODEL CW HW W V FC -1 FISH CLEANING MACHINE PRC SCM -4 — — — — - — — — — — HS -1 HAND SINK GSW HS -1217W — STAINLESS STEEL — — — — 1/2" 1/2" 1-1/2" 1-1/2" FAUCET AND BASKET DRAIN INCLUDED IM -1 ICE MACHINE HOSIYAKI F- 1500MAH AIR COOLED — — FILTER SYSTEM HOSHIYAKI HF —H TWIN 1" — — — INSTALL 1" APPROVED TYPE BACKFLOW PREVENTOR — PER CODE — AS REQUIRED LT -1 LOBSTER TANK — — _ — — — — — 1» — _ _ OZ -1 OZONE MACHINE ECO —SAFE — — — — — — — 2" — — — INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK GSW SH2O243D STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 WORK TABLE SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" 2" 2" DIRECT WASTE S -3 WORK TABLE PREP SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — - INDIRECT WASTE TO FLOOR SINK S -4 THAWING SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 133X 3/4" 3/4" — — SINK REQUIRES 8 FAUCETS INDIRECT WASTE TO FLOOR SINK S -5 2 COMPARTMENT SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — SINK REQUIRES 2 FAUCETS INDIRECT WASTE TO FLOOR SINK S -6 THAWING SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 133X 3/4" 3/4" — — SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK - i e r , 4 : RINSE SINK — — — -1 k - _ STEEL - _T : _ __s •_ ," , ,.» - -. D 'E ' A E • FL/O" . DF -1 ELECTRIC COOLER WATER HAWS HWUACO8LSS DOUBLE HI —LOW BRUSHCOATIED STERLINGNG ' VINYL _ _ _ _ 3/4" — 1-1/2" 1 -1/2 1/5" HP /120 V., LOWER SPOUT +36" A.F.F., UPPER SPOUT +42" A.F.F. WATER CALCULATIONS AVAILABLE WATER PRESSURE(619)(420 -1413) PRESSURE LOSS ACROSS METER BACKFLOW PREVENTOR LOSS 3" ® 110 GPM PRESSURE REDUCING VALVE 3" STATIC PRESSURE LOSS (ELEVATION) (10' -0" X .43) MINIMUM PRESSURE AT LAST FIXTURE (FLUSH) VALVE TOTAL PRESSURE AVAILABLE DISTANCE TO LAST FIXTURE EQUIVALENT DISTANCE IN FEET(10 %) FITTINGS GALLONS PER MINUTE (GPM)(276 F.U.)FLUSH VLV. METER SIZE ALLOWABLE PRESSURE LOSS / 100 FT. 27 x 100' 440 EQ. FT. 55 PSI 0 PSI 5 PSI N/A PSI 3 PSI 20 PSI 27 PSI 400 FT 440 FT 110 GPM 2" (E) 6.1 PSI NOTE: REFER TO ARHITECTS TENANT SPACE PLANS FOR EQUIPMENT LIST AND SCHEDULES. ALL TENANTS IMPROVEMENT SHALL BE INCLUDED IN THIS SCOPE OF WORK. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. GAS PRESS,RE PLLATOPS (5PSO .) TAG INLET 0 2PSI LOAD TOTAL CFH INLET SIZE OUTLET SIZE ORIFICE SIZE SPRING COLOR LOCATION MODEL GPR-1 1715 7" 3" 1 /2" GREEN SIDE OF BLDG. 143 -80 ALL REGULATOR SHALL BE INVENSYS OR EQUAL 1)(.910 -069 r IEWED FOR COMPLIANCE R 2 3 2010 NODEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com ors 30/21/2010 sting engineers Tukwila of k JJ ING DIVI<cION RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER mechanical budding systems engineering 818.735.5551 1 818.735.5554 f 31332 via cdtas, suits 112 .o.tlaite 414a, ca 91332 cn 0 )01•1 w a DRAWING TITLE: REVISIONS: f,l�if, ^j �`� ti DATE JOB NO. 0^ 010/— 00) iJ �V SHEET NUMBER P 0929.3 0.2 H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 . • „ . • .• „ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECTAND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTA NRDEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 6 30/2V2010 1 cansultbg enclosers mechanical building systems engineering 813335.5551 1 813.735.5554 f 31332 42 Wine% cults 112 wastiake %toga. ca 91362 1 11 RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER : 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 (f) LiJ LjJ CD Li Z 0 M (f) REVISIONS: 02. 05.1 r\s, /W.)3. 01 . 1 gA, t; A DATE 0000-700 JOB NO. 93 SHEET NUMBER 0.3 • STORE EQUIPMENT . . MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU. 1" 1 1-1/4 1-1/2 2 2-1/2 3 STORE EQUIPMENT 4 TERMINATE 10'-0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2'-O" MIN. FROM ANY WALL OR STRUCTURE. PIPE 7 FT. 7 7 9 10 11 12 14 STORE EQUIPMENT TUBING 5 FT. 6 7 8 8 9 10 12 111 .**4.0;‘, SEALANT NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE HANGER ROD, HEIGHT •"•$'4 V" Ivvvig . •• •• TERMINATE DRAIN OVER FS W/ 1" AIR GAP FINISHED FLOOR .• • • . COUNTER FLASHING SLEEVE • ■•••. •••• ••• :(,• ' A ATTACH TO STRUCTURE 4.11%64-4-.0. r y : :: ■ .••• :•••• : :••• '••••4, '••••4 .••. .4 0 ■•• '.4.4 WATER TIGHT LINK-SEAL .• • r(' r...4v.v.trArmanr.re-Arey,renrefr.■;r/frf.esrm....■4•0!Ar.rAvirty..fif . OMIT CHAMFER WHEN NEXT TO STRUCTURE 1--1 TOP OF SLAB 18" SQUARE 6" DEEP - CONCRETE PAD 1 2" DIA HANER RODS /. ,------- WITH 36" MAX. SPACING SEAMLESS LEAD FLASHING A Ion ADD SEISMIC BRACING AS REQUIRED ON EACH CHANNEL PER 1.1 ----_--- I . • ' • PIPE • ' • 1 .4' . Z. .' • ' • • v. ; • • t:•• .b. "; - % t: . e.` .. d".. • • ' • • 4 II . . : A • . . . . • 4 • :4 : • 4," LOCAL 12" CODE MIN. . STEEL REINFORCED BOOT SPLIT GRATE WITH FRONT EXPOSED TO VIEW FLOOR SINK DOME STRAINER '•• • . : . '• - .. . . • , - HOT MOP CORE OR SAND CUT SLAB AS REQUIRED 111111111111 ROOFING ilL N■■. SAND /' itill ...b._ :_-=- =. ..:-_-.--_- ANGLE CHANNEL 2"x2"x1/2" 1.1 g---: . SIDE VIEW 1" MAXOR 10" SKIRT . 411 ROOF CONSTRUCTION, WASTE PIPE SAD., AND S.S.D. ADJUSTABLE CLEVIS HANGER TRAPEZE HANGER FOR UP VENT PIPE, SEE PLANS TO 1000 LB. UNIFORM LOAD P PE T-R SLAB O\ GRA31- S \GL_- P PE -A\GER 31 TA L 2 FLOOR S \K LOCAT o\ v- \T T-R ROOF 'DETAIL , SCALE: NTS . SCALE: NTS SCALE: NTS SCALE: NTS . THERMOMETER THERMOMETER (N)GATE VALVE COMB. P&T RELIEF DIELECTRIC UNION VALVE , UP TO PIPING BELOW CLG. PIPE SIZE (IN) MAX SUPPORT SPAN (FT) . UP TO 1" 7 1-1/2 " 9 AUTOMATIC AIR VENT (TYPICAL) A , 2" TO 2-1/2" 10 CW SUPPLY U 3-1/2" 13 2"HW4 IMMERSION TYPE THERMOSTAT s.o.v. (TYP.) A rk 2"CW 3/4"HWR TIME CLOCK 4" 14 1 - 5" 16 r (TYP.) io 2 li . SPAN AS ACCESSORIES WITH HANGER SHALL BE GOVERNED BY SMALLEST PIPE REQUIREMENTS REQUIRED (TYP.) SUPER-STRUT ATTACH TO STRUCTURE IW ____--- 3/Et-LAG SCREW TO YALL crip.) SECURE WATER HEATER TO WALLWITH 18 GAGE GALV. STEEL STRAP 1-1/2. WIDE AND 5/Er (TYP.) ■ 4 9 3 4 7 6 5 .1. n G V WE XT 2 °M GT AA UL . NOTE: ■ .. ALL SINKS AND LAVATORIES IN FOOD FACILITY AREAS, - SHALL BE SUPPLIED WITH ''----. ZSIZE ----- . , 4111111111IL WH - 1 1 DIAMETER BY 3-1/2" LAG SCREWS EACH END. (TYPICAL FOR WATER HEATERS AND EXPANSION TANK) . A MINIMUM OF 120 DEG. F. HOT WATER - (N)G.V. • ..---- / ROD MIN. 1/2" DIA. .i.ySUPERF-0SRTRAULTIPIpPLEE CpLAFMEsP:) —\\ 11Ik - 0 IN LINE ALL BRONZE CONST. , W/BAG. PUMP HANGERS. (N)3i1 /46„ H.P./120V./SINGLE PHASE • sE T RGAApL . E. Si H" BOLT TO WALL STUDS W c. • TO FS 10 X P - 1 ‘,..............._, ..---- A V 7/- V XP — 44„. i P ( TEAXNPAKNSION / TA E d MAO WSH3EEE ■ • BIBo B 1 - HWR M EETITR E T L _7 ion NV (A 11 12 7 5 HIGH LEG MINIMUM * , FP1 SPAEN -RO - - /4. .7S 7- (E)FLOOR 8 4 NOTE / f ALL HOT & COLD INSULATED WITH STAPLED CANVAS SIZES: 1 /2" TO 1 1 /4" TO K = 0.27 BTUH WATER SUPPLY AND RETURN PIPING TO BE SNAP-ON FIBERGLASS INSULATION WITH 1 /8" STEEL PLATE JACKET. (4)1_/4" ANGLE IRON 1" PIPE = 1" THICK LEGS 6" HIGH WELD 6" PIPE = 1 1 /2" THICK TO STEEL PLATE. IN./SQ.FT. OR LESS HANGER SHIELD OR WHERE REQUIRED. CHANNEL TIME CLOCK SUITABLE FOR OUTDOORS INSERTION TYPE AQUASTAT CIRCULATING PUMP GRUNDFOS ON TIME CLOCK SEISMIC RESTRAINTS BY MECHANICAL CONTRACTOR THERMAL ISOLATOR SUPER-STRUT CHECK VALVE WATER -EATER DETA L 5 VJLT PLE P PE S,.}PPORT DETA L 6 DcvEsT C _01 WATER _EATER SCALE: NTS SCALE: NTS SCALE: NTS SUPPLY AND RETURN BY MECH CONTRACTOR DUCT UNIT ' TO PLANS FOR SECURE PER SMACNA . 3/16" X 1-1/4" x 10" LONG CONDRETE PLATE AND 3/8" GALV. THREADED ROD. " KIN - LINE NO PAD 293 OR EQUAL AT 10'-0" OC. TOP OF SLAB 1PIG 1 0 mow 0 0 0 REVIEWED FOR CODE COMPLIANCE APPRnvED APR 2 3 2010 City of Tukwila BUILDING DivisInm /-AIR CONDITIONING / __T,--- C GAS COCK GAS PIPE DOWN THRU ROOF. . . •7 1 . • V • 1 . 1 • • 1 / • 12" LONG BRAIDED FLEXIBLE 6" MIN. • 1 . o • . q V • • / • . 1 • . 1 ir . V • • I - . 4 • 1 . . 1 • • 1 . 1 . . • • 1 CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE LISTED FOR OUTDOOR USE / )( 1 1 . . , 1 . 1 . 111 111 11 111 111 111 111 11 111 1111 1 1 1 1 1 1 1 II 111 OPEN AIR , VENT AIR CONDITIONING UNIT BY MECHANICAL CONTRACTOR v---DISTANCE VARIES WITT-I SLOPE OF PIPE tilmai:::::::::::;;;SI PRE - FABRICATED W AC UNIT BY ,'—ELECTRICAL DISCONNECT GALV. CLEVIS HANGER HANG AT 1O'-0'0.C. N. CURB BY OTHERS ROOF MECH. CONTRACTOR UNION REDUCE PPE AS NEEDED CONNECT TO UNIT CAP FOR FUTURE TENANT USE. ROOF CURB BY MECHANICAL CONTRACTOR a SUPPLY AND RETURN DUCT BY MECH CONTRACTOR g ■ 0 r--ROOF ., NI_ ---------\ DRIP LEG __ GAS PIPE RE: SIZES AND ROUTING TO STRUCTURE ROOF Top GAS P PI\ G 3ETA L 8 ROOF TOP co\cE\sATE DRA1\ DETA L 9 DER GROJ\D P PE SUPPORT DITAIL SCALE: NTS SCALE: NTS SCALE: NTS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECTAND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTA NRDEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 6 30/2V2010 1 cansultbg enclosers mechanical building systems engineering 813335.5551 1 813.735.5554 f 31332 42 Wine% cults 112 wastiake %toga. ca 91362 1 11 RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER : 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 (f) LiJ LjJ CD Li Z 0 M (f) REVISIONS: 02. 05.1 r\s, /W.)3. 01 . 1 gA, t; A DATE 0000-700 JOB NO. 93 SHEET NUMBER 0.3 <EYD CO\STPCT 7? 0\ \OTES 2" WASTE DN. AND 2" V.T.R. 2" GREASE WASTE DN. AND 2" V.T.R. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 4" WASTE MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 3" WASTE MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 3" C.W.V. 4" WASTE DN. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" WASTE BELOW SLAB WITH NEW 2" WASTE 3" VENT THRU ROOF WITH 3" W.C.O. IN RISE 2" WASTE DN. 2" VENT RISE OFFSET 2" VENT RISE AT CLG. TO 5 FT. CLEAR OF PARAPPET AND CONTINUE 2" VENT THRU ROOF. 2" VENT UP AND OFFSET TO 2" V.T.R. 2" VENT UP AND OFFSET TO 2" V.T.R. OFFSET TO 2" V.T.R. 2" WASTE DN. AND 2" VENT UP OFFSET TO 2" V.T.R. 1"CONDENSATE DRAIN UP THRU ROOF WI FLASHNG CONNECT TO HVAC EQUIPMENT ON ROOFWITH 3" DEEP WET VENTED TRAP. EXTEND DRAIN PIPING. BELOW ROOF AT 1%. DROP DN. IN WALL AND CONNECT TO LAV TAIL PIECE. VERIFY EXACT UNIT LOCATION & DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 1"CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3' DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. IN WALL SPILL INTO FLQOR SINK WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1' BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. . . 1"CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3" DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. . CONNECT TO LAV 1" WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1 BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. 4" WASTE DN. 2" V. UP • O GENERAL NOTE: ALL WASTE SHALL HAVE A GRADE OF 2% PER SECTION 708 OF 2006 UPC — WHEN PIPE IS 4 INCHES OR LARGER. *ONLY WHEN APPROVED BY AUTHORITIES HAVING JURISDICTION SHALL THE PIPE BE LAID AT 1% 4"F.C.O. 41'S3. AIR #1 4 .E 6' BELOW FINISHED SLAB E. 2' BELOW FINISH SLAB .48 1 I INTERCEPTOR - SIZE-11 • (LIQUID- -CAPAGM 1250 GALLON IL SEAFOOF C(TY PREP AREAS - INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) UNIFORM PLUMBING CODE 2006 TABLE 10 -3 SEAFOOD CITY MARKET GRAVITY GREASE DFU's (1) 8 500 GALLONS 21 (3) 750 GALLONS 35 1000 GAD ON4 90 (3) 1,250 GALLONS 172 1,500 GALLONS 216 2,000 GALLONS 307 (3) Z500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 720 7,500 GALLONS 2112 10,000 GALLONS 2640 15,000 GALLONS # GREASE WASTE FIXTURES UNIT TOTAL TYPE UNIT VALUE 2 IIAND SINK 2 Dru — 12 - 1 COMP. SINK W /3"F.S. 6 - - 2 COMP. ZINK W /3"F.S. 6 • — — 2 COMP. SINK W /3"F S. 6 — %D. 6 — 2 COMP. SINK W /Q 5 • 6 3 COMP. SINK W /3"F S. 6 = 36 1 3 COMP. SINK W /2"F.D. 6 = 6 1 MOP SINK W /3" W_ 6 — — 3 2" FLOOR SINK 2 = 6 — 3" FLOOR SINK 6 — 4 • 5 2" FLOOR DRAIN 2 = 12 4 2" TRENCH DRAIN 2 = 4 NOTES 18 M.LOMIABLE DFU's PUJIM D TO 1HE KITCHEN DRAIN LINES TWIT MILL BE TIE GREASE IMERCESIDR IS BASED ON THE DFU'R THE PIPE SIZE FROM THIS CODE; TABLE 7-50 FOR FLOW IN HP F —FUN PFES ( REF MONINDER NAVYAR PIPING HANDBOOK, 1992). 30 — MINUTE RETENTION 111E (REF.: IAETCNF & EDDY, INC. MA . MD WASTEWATER WNAGEIIENr SYSTEMS, 3RD ED. 1998). ROUNDED UP TO NOW/ VOLUTE (1) 1HE maim CONNECTED TO (2) THIS SID= USEFUL TABLES 3RD EDITION, (3) BASED ON DECENTRALIZED INTERCEPTOR 64 DFU TOTAL NOTES: ALLOWABLE DFU's PLUMED TO THE KITCHEN DRAIN LINES THAT MILL BE 1HE GREASE PIIERCEPTOR. IS BASED ON THE DFlts, THE PIPE SIZE FROM THIS CODE; TABLE 7 -5p FOR FLOW IN 111 /F—FULL PIPES ( REF: MINDER NAYVAR PIPING HANDBOOK, 1992 30 — MINUTE RETENTION 111E (REF.: METCALF & EDDY, INC. SWLL MID W SIEMfATER MANAGELIFNT SYSTEMS, 3RD ED. 1994 ROUNDED UP 1D NORW. VOLUME. (1) THE MAIOMUM CONNECTED TO (2) THIS SIB USEFUL TABLES 3RD EMMA, (3) BASED ON DE ENTRAl® INTERCEPTOR KITCHEN PREP AREAS INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) UNIFORM PLUMBING CODE 2006 TABLE 10 -3 VALERIO'S & PINOYS GRAVITY GREASE DFU's (1) 8 500 GALLONS 21 (3) 750 GALLONS _ 35 1.000 GALLONS _ 90 (3) 1,250 GALLONS 172 1,500 GALLONS 216 2,000 GALLONS 307 (3) 2,500 GALLONS 342 3,000 GALLONS 428 4,000 GALLONS 576 5,000 GALLONS 720 7,500 GALLONS 2112 10,000 GALLONS 2640 15,000 GALLONS 2 GREASE WASTE FIXTURES UNIT TOTAL 4 _TYPE HAND SINK UNIT VALUE 2 DFU = 2 1 COMP. SINK W /3"F.S. 6 = 12 2 COMP. ZINK W /3"F.S. 6 • — — 2 COMP. SINK W /27.D. 5 — 3 COMP. SINK W /37.S. 6 — 2 3 COMP. SINK W /2"F.D. 6 = 12 �. 2 MOP SINK W /3' W. 6 = 12 1 2" FLOOR SINK 2 = 2 C 3" T1AOR SINK 6 • — 2 2" FLOOR DRAIN 2 = 4 • TRENCH DRAIN 2 • — 46 DFU TOT NOTES 18 M.LOMIABLE DFU's PUJIM D TO 1HE KITCHEN DRAIN LINES TWIT MILL BE TIE GREASE IMERCESIDR IS BASED ON THE DFU'R THE PIPE SIZE FROM THIS CODE; TABLE 7-50 FOR FLOW IN HP F —FUN PFES ( REF MONINDER NAVYAR PIPING HANDBOOK, 1992). 30 — MINUTE RETENTION 111E (REF.: IAETCNF & EDDY, INC. MA . MD WASTEWATER WNAGEIIENr SYSTEMS, 3RD ED. 1998). ROUNDED UP TO NOW/ VOLUTE (1) 1HE maim CONNECTED TO (2) THIS SID= USEFUL TABLES 3RD EDITION, (3) BASED ON DECENTRALIZED INTERCEPTOR NflDEI RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 3 B B.:i t5.:5_ ... 35.55. - ,µii 3 1332 Voo _._n . _.:.;..� ,•2 west. '<C a.._. cc: 91352 CONSULTANT: z W 0 z Q . W (f) REVIEWED FOR e.- ODE COMPLIANC AP. nnvED APR 2 3 2010 City of Tukwila UILDING DnnSInNI REVISIONS: A02. 05.1 /\ 1 \O3.0' .10 \, . ;\O3.2' 1 QA, A - RECEIVED TTY OF TUKWLA APR 0 6 2010 tir t- PERMIT CENTER SHEET NUMBER P -1.0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 R BILL ;2-1/2" c • w • MAIN SERVICE 65 1/2" H.8cC.W. DN. IN WALL TO FIXTURE 01-1/4" C.W. DN. IN WALL TO FIXTURES ()WATER SUBMETER WITH ELECTRONIC REMOTE READ AT COMMON STORAGE ROOM. MOUNT TO WALL WITH UNISTRUT AT 5FT. ABOVE ACCESS PANEL. ()SHUT OFF VALVE LINE SIZE WITH ACCESS PANEL. 01-1/4" C.W. TO WATER HEATER. 1" H.W. BACK DN. IN WALL TO FIXTURES 03/4" H. & C.W. DN. IN WALL TO FIXTURE 01/2" TO TRAP PRIMER COMMECTION AT DRAIN 01" H.W. DN. IN WALL. 1/2" H.W. WITH SHUTOFF VALVE TO DIPPER WELLS. 1/2" C.W. DN. IN WALL TO ICE MAKER WITH APPROVED BACKFLOW PREVENTOR. 1" H. 8c C.W. DN. IN WALL TO FIXTUES. ROUTE 1 j2" C.W. TO RICE COOKER, 1/2" C.W. WITH APPROVED BACKFLOW PREVENTOR TO ;I ICE JOKERR.1/2" H.W. TO DiPPER WELLWITH S.O.V. 1./2" H.& C.W.1 TO (2) HAND SINKS. & 3/4' H. 8c CW. TO PREP SINK. ()ROUTE 1-1j4" CW. TO WATER HEATER. DROP 3/4" H8cCW. DN. °I ,IN WALL TO MOP SNK. ®1 /2' C.W. & 3/4" H.W. DN. IN WALL. ROUTE 1/2" H. & C.W. TO ;1 HAND SINK AND 1/2" H.WTO COFFEE MAKER. 61" H. & C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO S-2 8c MOP SINK. 83/4" H. & C.W. DN. IN WALL TO MOP SINK 83/4" H. & C.W. DN. IN WALL. ROUTE 1/2" C.W. TO STEAM TABLE.1 ROUTE 1/2" H. & C.W. TO DUMP 8c HAND SINKS. 81/2" C.W. DN. IN WALL TO WATER FILTER. ROUTE 1/2" FILTERED :1 WATER TO BAG & BOX SODA SYSTEM WITH APPROVED B.F.P. 83/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO 3 COMP SINK. ROUTE 1/2" C.W. TO PASTA COOKER ROUTE 1/2" C.W. TO FILTER. ROUTE 1/2" FILTERED WTR. TO RICE STEAMER. 83/4" H. 8c C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO PREP SINK. 8c 1/2" H. & CW. TO HAND SINK. '1 83/4" H. 8c C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO MOP SINK 1/2" CW. TO ICE MAKER WITH APPROVED BFP. 01-14" TO U-1 , & 1/2" TO F1 0122" DN. IN WALL. ROUTE 1/2" H. & C.W. TO EACH L-1. 01/2" H.W. DN. IN WALL. L-1. 01-1/4" C.W. DN. IN WALL. TO WC-1 02" C.W. DN. IN WALL. TO HEADER. 1/2" H.W. DN. IN WALL TO HAND SINK. 3/4" C.W. DN. IN WALL. ROUTE 1/2" TO HAND SINK 8c ICE MAKER WITH APPROVED B.F.P. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. • 1" C.W. & 3/4" H.W. ROUTE 1/2" H. & C.W. TO HAND SINK. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1/2" C.W. TO DIPPER WELL 8c WATER FILLER. DN. IN WALL TO NC-2 3/4" C.W. & 1/2' H.W. DN. IN WALL, ROUTE 1/2" C.W. TO SINGLE POT FILL FAUCET. ROUTE 1/2" H. & C.W. TO DOUBLE POT FILL FAUCET. 01" H. C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO 3 COMP & MOP SINK. • ROUTE 1/2" H. & C.W. TO HAND SINK 01" H. 8c C.W. DN. IN WALL. ROUTE 3/4" H. 8c C.W. TO PEP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK. ROUE 1/2' C.W. TO ICE MAKER WITH APPROVED B.F.P. ROUTE 1/2 C.W. TO DIPPER WELL FAUCETS.(2) WITH S.O.V. ROUTE 1/2" H.W. TO (1) DIPPER WELL S.O.V. ()SHUT OFF VALVE AT FRONT OF CASE AND ACCESSIBLE. G1/2" OZ WATER QUICK CONNECT COUPLER FOR CASE WASH DN. 03/4"H.W.&1"OZ DN. IN WALL. ROUTE 3/4" H.W. 8c OZ TO HS-1. ROUTE 3/4" H.W. 8c OZ TO 8-3.ROUTE3/4" OZ TO BFP-2. H.W. 4 OZ DN. IN WALL. ROUTE 3j4" H. & OZ TO PREP & 3 COMP SINKS. ROUTE 1/2" OZ TO BFP-2 1" H.W. 4 OZ DN. IN WALL TO FIXTURES. 3/4" C.W. DN. IN WALL. ROUTE 3/4" TO HB-1 & 1/2" TO SINK. 1/2" H.W. DN. IN WALL TO L-1. 1/2" H.W. & 1-1/2" C.W. DN. IN WALL TO HEADERS. 1-174" H.W. & OZ. DN. IN WALL TO FIXTURES 1/2' OZ DN. IN WALL TO ICE MAKER WITH APPROVED B.F.P. 3/4" OZ DN. IN WALL. ROUTE 3/4" TO LT-1 WITH SO.V. AND 1/2" TO ICE MAKER WITH APPROVED B.F.P. 83/4" OZ & 1/2" H.W. DN. IN WALL. ROUTE 1/2" OZ 8c H.W. TO HS-1 CONTINUE 3/4" OZ TO BELOW SLAB AND RQUTE TO HB-2S ®MIN. 4' DIA. P.V.C. SLEEVE BELOW FLOOR WITH LONG RADIUS ELBOWS TURNING UP THRU SLAB. TYPE K COPPER WITH NO JOINTS BELOW SLAB. 83/4" OZ STUB UP TO HB-2 01" H.W. 8c OZ. DN. IN WALL TO FULL SIZE HEADER. 1/2" H.W. & OZ TO EACH 5.4 & 5.5 FAUCET 81-1/2" OZ. DN. IN WALL TO HEADER. FRQUTE 1-1/2" FC-1 WITH APPROVED B.F.P. ROUTE 1/2' TO EACH 5-6 FAUCET:1 03/4" H.W. DN. IN WALL TO HEADER. ROUTE 1/2" TO EACH RI' S-6 FAUCET. 81-1/2' H.W. & 3/4" OZ DN. iN WALL. ROUTE 3/4" H.W. & C.W2t. TO 3 COMP SINK. ROUTE 1/2' H.W. & OZ. tO EACH HAND SINK.N ROUTE 3/4" H.W. TO HB-2. • 3/4" H.W. 8c OZ. DN. IN WALL TO SINK. 1-1/4" H.W. & OZ. UP FROM SLAB. ROUTE 3/4" H.W. & OZ TO FAUCET 81" H.W. & OZ. ROUTE 3/4" H.W. 8c OZ TO EA. SINK FAUCET ,? 81-1/4" HW. & OZ DN. TO BELOW SLAB. ROUTE TO S-5 & S-4 WALL. CONNECT EXST. 2" C.W. PIPING SUPPLY EXISTING 2ND FLOOR ,FIXTURE TO NEW 2-1/2" C.W. PIPING MAIN IN BLDG. 5L91-1/2" CW DROP IN ALL W/ SOV & A.P. 81-1/2" CW DROP IN WALL W/ SOV & A.P. TO HEADER EXTEND AND CONNECT 1-1/4" TO EACH WATER CLOSET 1 -.7===============-,7 7•••==sr',:i =Ce•2'...; NIIDEL REHR Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F.310.826.0182 www.nadelarc.com consulting onglneurs 13113.7.35.5551 ; 313.735.5554 31332 vic 3111/14 112 v'llccje., Co 13132 • CONSULTANT: Y 12 2" 20 AIR #1 -11W1r11,11.1.1WII wEIVW1WWIYIVIVIWWWWIr r PRODUCE ------ ------- ; Ni) NORTH 1 : • Li A D. i I i ! SUITE' 50 ONLMOS BAKERY) moon' FERw k SVETY — 010-019 Riming e e 0 powoossmvace HEALTH filg64fie P-E-Q-e begip PO/e. THE 7-17Nek CD efterFLoW 9W/ILL BE WST7-1L56 ALT THE P-111 cEie9-Ntne,' 57»77 14- g-gbVc61) PessuRE• Pie/ive/PLE 19-SSEmBLY gE-Qa /66 FOe -59-FOOD A 1 IheieET 11\1- PREHIsE 15oLA-770N 047 24.re_oy0 10-009 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. HOT AND COLD WATER SCALE REVIEWED FOR CODE COMPLIANCE APPeNnvE APR 2 3 2010 CityofTulemila RECBVED BUILDING DIViginN cITYOFTUKWILA APR 0 6 2010 PERMIT CENTER DRAWING TITLE: LiJ REVISIONS: 02.05.10A, 01.1 cy\ /7\93. 24.10A, DATE 41M1101B. JOB NO. 0070n-00 09293 11 SHEET NUMBER H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 P 2. 0 METALLIC PIPE APPLIANCE GAS PLAN WASTE FIXTURE UNIT SCHEDULE WASTE FU TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET MEAT PREP 3 —COMP SINK 4 6 24 HAND SINK 2 2 4 KITCHEN & PREP 3 —COMP SINK 1 6 6 HAND SINK 1 2 2 TABLE SINK 2 2 4 FISH DEPARTMENT 3 —COMP SINK 1 6 6 HAND SINK 2 2 4 SHRIMP SINK 6 2 12 FISH SINK 6 6 36 2 —BAY SINK 2 2 4 FISH CLEANER 1 2 2 PRODUCE PREP 3 -COMP SINK 1 6 6 HAND SINK 1 2 2 PREP SINK 2 6 6 ,RESIROOMS & UTILITY WATER CLOSET — FV 4 6 24 LAVATORY 2 1 2 URINAL 2 1 2 MOP SINK 1 6 6 ENTIRE MARKET FLOOR SINKS 37 2 74 FLOOR DRAINS 17 2 - 34 TRENCH DRAINS 3 2 6 DRINKING FOUNTAIN 2 .5 1 MARKET TOTAL 267 114 GPM t PET - •i. NHDEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com MIRES 30/21/2010 u ..�. , .e:,, 815.-%;.2;:.5551 818.735.55 1 332 ..a C ...__ te cc: 9r352 CONSULTANT: AND VENT REVIEWED FOR CODE COMPLIANCE APR 2 3 2010 City of Tukwila :. L DVS Divicinm DRAWING TITLE: REVISIONS: !- - T` ` i�\J2.:10 J.� ' i LJ 3 . V i/ f 1 A A DATE JOB NO. SHEET NUMBER V' ;'n v nn — 00— • 09293 WASTE AND VENT ISOMETRIC - FOR REFERENCE ONLY SCALE P -4.0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 • 2nd H.D. SUBMITTAL 02 -00 -10