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Permit PG08-018 - WESTFIELD SOUTHCENTER MALL - BLUE C SUSHI
BLUE C SUSgII 468 SOUTHCENTER MALL Parcel No.: 6364200010 Address: Suite No: City4111f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 468 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -018 03/17/2008 09/13/2008 Tenant: Name: BLUE C SUSHI Address: 468 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA Contact Person: Name: HIROSHI MATSUBAKA Address: 1906 EAST PROSPECT ST , SEATTLE WA Contractor: Name: R B I CONSTRUCTION Address: 1807 132 NE , BELLEVUE WA Contractor License No: RBICOI* 13203 Phone: Phone: 206 861 -8255 Phone: 425 - 881 -1985 Expiration Date: 11/16/2008 DESCRIPTION OF WORK: NEW KITCHEN SINKS, LAV, WASH SINKS, WATER HEATER, DISHWASHER, FLOOR DRAINS, CONNECTION TO THE GREASE INTERCEPTOR, URINALS, AND WATER CLOSETS. INCLUDES ALSO INSTALLATION OF 0.5" RPPA @ BEVERAGE BAR/CARBONATOR, 0.5" DCVA @ ICE MAKER, 1.5" DCVA @ WATER HEATER AND 0.75" AVBINTEGRAL FAUCET@ MOP SINK. Value of Plumbing /Gas Piping: $25,000.00 Uniform Plumbing Code Edition: 2006 Fees Collected: $846.38 International Fuel Gas Code Edition: 2006 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 FIXTURE TYPE AND OUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 1 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 1 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 8 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 10 Medical gas piping (6 +) inlets /outlets 0 13 Gas Piping 1 Gas piping outlets (0 -5) 5 3 Gas piping outlets (6 +) 3 * *continued on next page ** doc: UPC -10/06 PG08 -018 Printed: 03 -17 -2008 City oPI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG08 -018 Issue Date: 03/17/2008 Permit Expires On: 09/13/2008 Permit Center Authorized Signature: Date: 3` / - 0 'Y 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 oft s pe -it = •es . •t pres construction or th= n- o c . ork. Signature: to violate or cancel the provisions of any other state or local laws regulating sign and obtain this plumbing /gas piping permit. Date: 3• 17 - 0 k This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG08 -018 Printed: 03 -17 -2008 Parcel No.: 6364200010 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 468 SOUTHCENTER MALL TUKW BLUE C SUSHI PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -018 ISSUED 01/15/2008 03/17/2008 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or m 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: ALL BACKFLOW DEVICES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND TESTED ANNUALLY AT OWNERS EXPENSE. * *continued on next page ** doc: Cond -10/06 PG08 -018 Printed: 03 -17 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi construction or e Signature: Print Name: • - rmit does not pres e to give authority to violate or cancel the provision of any other work or local laws regulating pe ormance of work/ ■sal.. // ,A 2LL-PAvci I CAA C( . I// Date: doc: Cond -10/06 PG08 -018 Printed: 03 -17 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /vvww. ci. tukwila. wa. us �M I't'Wt r Building" Per 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 LOCAT] King Co Assessor's Tax No.: 10 I/414 OO I g Site Address: q' b 99 g oN Trt eilifft 11 loci/ -fl KWI VA( Suite Number: Z. ( Floor: Tenant Name: 1/1/1{T fr i(4/11( New Tenant: Property Owners Name: J M1 ff5 PrVV r% / 4 Vl i/ N Nowt No Mailing Address: (b I'1 Oc (kyT0 N !� v j S T vhf i City 11� Yes ❑ ..No Name: 14 (Kai H 1 M AIh H 15,A Ki M STS/► C Day Telephone: Mailing Address: 110 o'Af r RosrK.-T 5T . _5rerrvii- City E -Mail Address: % I P V'1 X11 (ri - b✓15'f -1141 p . U 5 Fax Number: State 1 t 1 VV Zip /us I —Stioiy wOr State Zip Flo - - ` 4tb Company Name: Mailing Address: city Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Contact Person: E -Mail Address: State Zip 51-t4 1710 1146, ( 4 0 b rhyr rRo5r -&r 31'. 9rA—rrv_r7 - City H 1 V1 AT IT H 4 it br Day Telephone: 111 ■0' 5 h i d 9' Wl 5 'NA d l o • IA �! Fax Number: wA— g8�ly State Zip Company Name: Mailing Address: Contact Person: E -Mail Address: (jkInr1UVrr 046,i NG I o wiKK51 Mfyy-r t writ $nl ' rt N ikrwo kiristiv► - ',11:de,vvi . bier Q:\ Applicationx\Fonns- Applications On Linei3-2006 - Permit Application.doc Revised: 9 -2006 bh 5,A -rrv- City Day Telephone: Fax Number: wAs- CBI P State Zip lob -144— 4S4'er /46 -14$— Page 1 of 6 4. PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: 715,17 • City state Zip Contact Person: - Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ /1719 . eeo Valuation of Gas Piping work (contractor's bid price): $ (C FPO Scope of Work (please provide detailed information): NW K.K04 N itN Ky , f/drV 1 W H 'i it I<y vikiviLitnyroft, b14 w1rik0a/ , Fto 'nlvr1N.4 / elkAl ' l crTeN' lektNt &N9 Wkr V'(NOftiff Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 1iiiil e T fry s 7� t.e nx fi .vk iz.y 4j� v'ti1rI�:'»ar �3. r.: Drinking fountain or water cooler (per head) �rRr` t e 4..ii. . Izl tiC ,4 i�:a €'ak Gas piping outlets Bathtub or combination bath/shower Wash fountain - Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain $ Sinks tii Dental unit, cuspidor Shower, single head trap Urinals ih =; Dishwasher, domestic, with independent drain+ Building sewer or trailer park sewer Lavatory Water Closet Rain water system — per drain (inside building) Water heater and/or vent - Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent. except for kitchen type grease interceptors _ Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Q:'ApplicationslFomis- Applications On Linel3 -2006 - Permit Application.doc Revised: 9-2001 bh Page 5 of 6 I Date Application Accepted: 1 -"` 0 C PERMIT APPLICATION ,NOTES Applicable to all permi Ills applicat 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). 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO UZED AGENT: Signature: s Date: // friON Print Name: (�orry pc AUCI rd / 90-C ( -6(% o o � l � � c v r /.1,,R-• / 07, — state Zip Mailing Address: Day Telephone: 0-L1 26-.9 0(.1_51127) city / Date Application Expires: Staff Initial Q:`Applications\Forms- Applications On Line'.-2006 - Petmit Application .doc Revised: 9.2006 bh Page 6 of 6 1 Parcel No.: 6364200010 Address: Suite No: Applicant: BLUE C SUSHI 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 468 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -018 ISSUED 01/15/2008 03/17/2008 Receipt No.: R08 -02654 Initials: LAW User ID: 1632 Payee: Payment Amount: Payment Date: Balance: $60.00 07/21/2008 08:47 AM $0.00 RBI CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Cash ACCOUNT ITEM LIST: Description 60.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 60.00 Total: $60.00 5111 07/21 9710 TOTAL 60°00 doc: Receiot -06 Printed: 07 -21 -2008 Parcel No.: 6364200010 Address: Suite No: Applicant: BLUE C SUSHI 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 468 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -018 ISSUED 01/15/2008 03/17/2008 Receipt No.: R08 -02313 Initials: User ID: Payee: JEM 1165 Payment Amount: $60.00 Payment Date: 06/26/2008 12:26 PM Balance: $0.00 LAKERIDGE PLUMBING & MECHANICAL, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check ACCOUNT ITEM LIST: Description 24384 60.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 60.00 Total: $60.00 4160 06/26 9711 TOTAL 60.00 doc: Receipt-06 Printed: 06-26 -2008 Parcel No.: 6364200010 Address: Suite No: Applicant: BLUE C SUSHI • 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 468 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -018 ISSUED 01/15/2008 03/17/2008 Receipt No.: R08 -01542 Initials: JEM User ID: 1165 Payment Amount: Payment Date: Balance: $60.00 05/09/2008 11:39 AM $0.00 Payee: RBI CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check ACCOUNT ITEM LIST: Description 14995 60.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 60.00 Total: $60.00 2201 05/09 9711 TOTAL 60.00 rinrr. Reneint OR Printari (15-19 -200A * • 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.: 6364200010 Permit Number: PG08 -018 Address: 468 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/15/2008 Applicant: BLUE C SUSHI Issue Date: Receipt No.: R08 -00780 Payment Amount: $683.90 Initials: WER Payment Date: 03/17/2008 01:15 PM User ID: 1655 Balance: $0.00 Payee: MADISON HOLDINGS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1390 683.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.0 113.90 000.322.103.00.0 570.00 Total: $683.90 doc: Receiot -06 Printed: 03 -17 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R08 -00128 Initials: JEM Payment Date: 01/15/2008 User ID: 1165 Payee: GM STUDIO INC. Total Payment: 584.68 SET ID: S000000943 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL08 -052 300.50 M08 -015 121.70 PG08 -018 162.48 TOTAL: 584.68 TRANSACTION LIST: Type Method Description Amount Payment Check 1377 584.68 TOTAL: 584.68 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.345.832.00.0 300.50 000/345.830 284.18 TOTAL: 584.68 7277 01/15 9710 TOTAL 584.68 Doc: RECSETS-06 INSPECTION NO. INSPECTION RECORD Retain a copy with permit )260i...011 � PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: L5 lit G _5u5 , Type of Insp ction: Aof f /air/ C Addres s: i v / / Date Called: Special Instructions: u117/ Vete t-F" ii&,( ale /. Date Wanted: .? /9� a.m. �/ p.m. Requester: Phone No: ti Approved per applicable codes. Corrections required prior to approval. COMMENTS: h 'OA) 04 17eilai-D/ /64i0aid 5/ze h d' e%et• 24- /ilowel3.1� u117/ Vete t-F" ii&,( ale /. I /° nspector: 1 17 $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 Date: 7Xf 7/ .4 r Receipt No.: Date: 5 u INSPECTION RECORD r, / -0r Retain a copy with permit V' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project:-. 8 )7 iE. Shush - Type of Inspection: . r kla (- A.im 13 —641S Ad re s: �, rr�grl Date Called: A re r n S pec.-ii! d VI - C•'es ,rilL#' ,b ae rota yo o i a GAy .ArfK4N' ;As ?ec. +l'otAS Special Instructions: N. Date Wanted: 4 a.m. Requester: Phone No: 6--7i -337 3 Approved per applicable codes. %Corrections required prior to approval. COMMENTS: 4/ 49.4 r 7 ,Ti )A(4 A re r n S pec.-ii! d VI - C•'es ,rilL#' ,b ae rota yo o i a GAy .ArfK4N' ;As ?ec. +l'otAS Inspector: Date: /e/d2 X$60 �0 ' INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai s - 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit /7 6/e PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Project..., 6- , 2's 5 i Type of,inspec 'on• ,r% �f l' /c0-fri 6 - 5 AddreLs�: /7/1/4/'/ Date Called: Special Instructions: Dat Wanted: a.m Requester: Phone No: 2.o— 2/C -3373 Approved per applicable codes. Corrections required prior to approval. COMMENTS: it o+ Kelly No 6-45 /No LR4f- Inspector: G���� Date: / $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: ti INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fci08'i i f Project: .6 /ue_ C SAsi; Type of Inspection: / ■im../ Address:4i `Q // Date Called: Special Instructions: Date Wanted: 7/ //, y 8' �p te. Requester: Phone No: Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: Not R la a// Inspector: Date: 7_ 1t_/_2( LJ $60.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _ - -=,o.- . - t .°hatr. se�r�44tita►,aroamme -nss.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: f..7 j /'► % Type of Inspections A; All 4,10 5 Address:! ii 4,4/ Date Called: Special Instructions: Date Wanted: / /W4i a.rr�,, m. Requester: Phone No: 0 Approved per applicable codes. ® Corrections required prior to approval. ti COMMENTS: q(i.',Jeifr+-1 iv, i , vl <L (did -- 4(c 1O It,/ 1,--, Owt (T4S <d(.rd.•e6 Aa✓e- L r..i yA'is * d I rfab' yap /y 1, e S 1E I T..i(Lr.(( C ( 6ia.+�•' 6 s 'Tvratlr.( 'c' (1i5 or) r'r fI,As)7=rt Inspector: Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: • 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 Proje��: 7,e S/s J r Typ of Ins ection :, / il bddreJs g /124 / 1 Date Called': Special Instructions: Date nted;,, ^ },,,,,e) c Requ ster: Phone N 6-7 /533' Approved per applicable codes. Corrections required prior to approval. COMMENTS: �k Inspector: Date: 7-- q' .7( r7 $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: c„, INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 11' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: r7 C Su,sA, Type of Inspec ion: A5 Address:v6s, R/48 Date Called: p/p1 4 .4.r.014 re a /C< -`Tort Special Instructions: Date Wanted: /i 7 Q� a.n p.m. Requester: Phone No: 2o6 7/2 2373 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: F/4 p/p1 4 .4.r.014 re a /C< -`Tort es tao.8 6 e : f e , . ' di 'oilecY • * ; r c is. rrlU. Ai-or LM i'u.� 04 Z-Ili, IAA rryui R Inspector: Date: El $60 I EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD � Retain a copy with permit -�" - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6 3 0 0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro 1, 3L Slc(- Typ of Inspecti n: L? — f &i Addre6 4- (I Date Called: I. Special Instructions: Date anted: Q Re ester: C41( 04C(c f'•1 Phone loo_ - -33 2 -CSCq DICIApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 1( .,ti ;h eiy -,4,;) Q fc fpm L.r" fci I,/( ast,1 Pk, C41( 04C(c f'•1 rat &N> /J' e w4(V - .5t//(t ' Inspector: Date: — $58.00 REFECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit p/i0A-062 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' �`�, � � �, (� Type Inspect'on: � ����+ Ad des yo ` c ( Date Called: Special Instructions: Date Wanted: — 1 °- ®49 p.m. Requester: Phone 2 '.23Q -2 7q 1 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: PA_ 6,0, ok 640 P/i' /`, Ofc tirml°i- & Qai i„ ...- 44 44'k 6., r/pZ ,C 7ia7,/ 0/,, l_i i /- l %i o., (lots5 Inspector Date: _ 5, q `i!`�� ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: 3 INSPECTION RECORD Retain a copy with permit P‘dbd/ , INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prod Type of nspection: ,(!w ✓ 0 k C, c69,4- r:,- vie,* 4 r /21s92-) Addr ss Date Called: Special Instructions: Date Wanted: 1-7- /° -0er p.m.- Requester: Phone No: /� 6- -7/q -4//E 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rA. ,(!w ✓ 0 k C, c69,4- r:,- vie,* 4 r /21s92-) ,$ ra/41, /L ,,.41y NU91- vat%■ tt- .74.:,r / %!S'ir,rY,i Inspecto Date_I, -0 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ti 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P666-01e, Pro' ;t: �Type C SuSr o spection: roc Ac�►.c Date Called: '7 _Li 1 8 Special Instructions: Date w /nte j:��� a:m` Requester: Phone N e7 %Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C's�ausa (deli Cow PfE* lApf $f :.00 REINSPECTION EE REQ' !RED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD ei Ana a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)431- Project: LL. 7 /& C 521 Type of I pection: ,--(A cuoltt U Address : 4'6 ° ' 2'iA /( v Date Called: . Special Instructions: Date Wanted AMC r � r m p.m. Reques er: Phone No: »G— 7/9 —4//a7 ❑ Approved per applicable codes. COMMENTS: 4 Corrections required prior to approval. 2/4116', raid /11;7,2tc / 574° ✓ 174grot Inspector: Dat dk1 58.00 INSPECTION FEE REQ RED. rior to inspection. fee must be paid 6300 Southcenter Blvd.. S: ite 110. Call the schedule reinspection. Re ipt No.: Date: PECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N . CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Projj t: Type oD4s pection: ,hewd ,v' -- ,l,'A)Pl./ Address: n t4 // Date Called: FO r‘.. : / 6170 ,etvr3i0x/ fr) 4d7,, /Gi Special Instructions: Date Wa ted: a.m. Z c- — 'f_._—' p.m. Requester: ----I-' P e No;- 7/9 -'tom 7 LIApproved per applicable codes. Il Corrections required prior,to approval. COMMENTS: /)� /jam Seiuit/ -4j�/ -- e ern v s ;IS' ,hewd ,v' -- ,l,'A)Pl./ FO r‘.. : / 6170 ,etvr3i0x/ fr) 4d7,, /Gi ._ • 7,,,,, ----I-' \ ' Inspect Da e: .00 REINSPECTION FEE REQUI ED. P for to inspection. fee must be aid at 6300 Southcenter Blvd.. Sui.e 10e Call the schedule reinspection. Receipt No.: Date: . BACKFLOW PREVENTION ASSEMBLY TEST REPORT CERTIFIED BACKFLOW ASSEMBLY TESTING 253 - 565 -2728 OFC 888-718-0500 TOLL FREE P /mob : p I e, WA. ST. CONT. LIC. # CERTIBA982M2 SPEC. PLMB. LIC. # FREDEPE980P1 ACCT / FILE# METER # PERMIT #: PG08 -018 PREMISE BLUE C SUSHI COMMERCIAL © RESIDENTIAL ❑ SERVICE ADDDRESS: 2600 SOUTHCENTER MALL #468 CITY: TUKWILA ZIP 98188 CONTACT PERSON: PHONE ASSY. LOCATION: BACK STORAGE ROOM FAX: HAZARD TYPE: PREMISE ISOLATION DCVA ❑ RPBA © PVBA ❑ SVBA ❑ DCDA ❑ NEW INSTALL: © EXISTING: ❑ REPLACED: ❑ OLD SN#: PROPER INSTALL: YES © NO ❑ MAKE ASSY: WILKINS MODEL: 975XL -TCU SER. NO: 2766515 SIZE: 2.0 INITIAL TEST PASSED ❑ DCVA / RPBA CHECK VALVE #1 DCVA / RPBA CHECK VALVE #2 LEAKED ❑ CLOSED TIGHT ❑ PRESSURE PSID RPBA RELIEF VALVE OPENED: 4.1 PSID PVBA / SVBA AIR INLET OPENED: PSID LEAKED X CLOSED TIGHT a FAILED ON APPARENT PSID FAILED TO OPEN: FAILED TO OPEN: ❑ FAILED X AIR GAP: OK? X NEW NAPARTS REPAIRS CLEAN / REPLACE PART CLEAN / REPLACE PART CLEAN / REPLACE PART PVBA / SVBA CHECK HELD AT PSID X ❑ DISK X ❑ SEAT X ❑ SEAT X ❑ SEAT X ❑ DISK X ❑ DISK LEAKED ❑ ❑ ❑ ❑ ❑ ❑ ❑_ CLEANED ❑ REPAIRED ❑ ❑ ❑ LUB'E SEAT ❑ ❑ ❑ ❑ ❑ ❑ "0" RING ❑ ❑ ❑ ❑ TEST AFTER REPAIRS LEAKED ❑ LEAKED ❑ OPENED Al : 4.0 PSID AIR INLET: PSID PASSED X CLOSED TIGHT X CLOSED TIGHT X CHK VALVE: PSID FAILED ❑ 7.4 PSID PSD AIR GAP INSPECTION: SUPPLY PIPE DIAMETER " SEPARATION: WATER FOUND: • N © OFF N : J. OFF 1 that this re te; d 1 have : sed TESTER SIGN RE: _ 01". .ak4t�1X i. I PRINTED NA E. A ONIEFET NA REPAIRED BY: �t� mmererywo _FINAL TEST BY: _r:.,`-• OW PASS ❑ FAIL ❑ DETECTOR METER READING: LINE PRESSURE: 55 C 248 -290 -490 approved methods and test equipment. C T. NO.: B3415 DATE: 15 JULY 08 TEL. NO.: CERT. NO.: FREDEPE980P1 CERT. NO.: B3415 METER CAL DATE: 9 LY 08 MAKE /MODEL: BARTON 253 565-2 DATE: DATE: 247 METER SERIAL NO: 21 . BACKF • W PREVENT! ! N EMBLY TE T EP ! RT CERTIFIED BACKFLOW ASSEMBLY TESTING 253- 565 -2728 OFC 888 -718 -0500 TOLL FREE WA. ST. CONT. LIC. # CERTIBA982M2 SPEC. PLMB. LIC. # FREDEPE980PI ACCT / FILE# __ _ METER # PERMIT #: PG08 -018 PREMISE: BLUE C SUSHI COMMERCIAL a RESIDENTIAL ❑ SERVICE ADDDRESS: 2600 SOUTHCENTER MALL #468 c!TY: TUKVVILA ZIP 98188 CONTACT PERSON: PHONE: FAX: ASSY. LOCATION: UNDER COUNTER ACROSS FROM SODA HAZARD TYPE: ROOF COOLING SYSTEM _ DCVA ❑ RPBA © PVBA ❑ SVBA ❑ DCDA ❑ NEW INSTALL: © EXISTING: ❑ REPLACED: ❑ OLD SN#: PROPER INSTALL: YES © NO ❑ MAKE ASSY: WILKINS MODEL: 975XL SER. NO: W265287 SIZE: 0.5 INITIAL TEST DCVA / RPBA CHECK VALVE LEAKED CLOSED TIGHT 8 0 #1 ❑ DCVA / RPBA CHECK VALVE LEAKED CLOSED TIGHT #2 ❑ RPBA RELIEF VALVE OPENED: 4.7 PSID PVBA / SVBA AIR INLET OPENED: PSID ❑ PASSED X FAILED TO OPEN: AIR GAP: OK? ❑ FAILED ❑ X X FAILED TO OPEN: PSID PSID X NEW PARTS AND REPAIRS CLEAN / REPLACE ❑ ❑ PART CLEAN / REPLACE ❑ ❑ PART CLEAN / REPLACE ❑ ❑ PART PVBA / SVBA CHECK HELD AT. PSID ❑ ❑ ❑ ❑ ❑ ❑_ LEAKED ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑_ TEST AFTER REPAIRS PASSED ❑ FAILED ❑ LEAKED CLOSED TIGHT ❑ ❑ PSID LEAKED CLOSED TIGHT ❑ ❑ PSID OPENED AT: PSID AIR INLET: PSID CHK VALVE: PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER " SEPARATION: INSTALLED P OCKS WATER FOUND: a PASS ❑ FAIL ❑ DETECTOR METER READING: LINE PRESSURE 40 WAC 248 -290 -490 approved methods and test equipment. RT. NO.: B3415 DATE: 15 JULY 08 TESTER SIGNATURE: PRINTED NAME: REPAIRED BY: PAUL E. FREDERI « TEL. NO.: ( 253) 665 -2728 PAUL E. FREDERICK CERT. NO.: FREDEPE980P1 DATE: FINAL TEST BY: CERT. NO.: B3416 DATE METER CAL DATE: 9 JULY 08 MAKE /MODEL: BARTON 247 METER SERIAL NO: 216398 . BACKFLOW PREVENTION ASSEMBLY TEST REPORT CERTIFIED BACKFLOW ASSEMBLY TESTING WA. St CONT. LIC. # CERT(8A982M2 253 - 565 -2728 OFC 888 -718 -0500 TOLL FREE SPEC. PLMB. L(C. # FREDEPE980P1 ACCT / FILE# METER # PERMIT #: PGO8 -018 PREMISE: BLUE C SUSHI COMMERCIAL © RESIDENTIAL ❑ SERVICE ADDDRESS: 2600 SOUTHCENTER MALL #468 CITY: TUKWILA ZIP 98188 CONTACT PERSON: PHONE: FAX: ASSY. LOCATION: UNDER COUNTER FOR R/R SODA HAZARD TYPE: CARBONATOR DCVA ❑ RPBA PVBA 0 SVBA ❑ DCDA ❑ NEW INSTALL: © EXISTING: ❑ REPLACED: ❑ OLD SN #: PROPER INSTALL: YES © NO ❑ MAKE ASSY: WILKINS MODEL: 975XL SER. NO: W248720 SIZE: 0.5 INITIAL TEST DCVA / RPBA CHECK VALVE LEAKED CLOSED TIGHT 7.6 #1 ❑ DCVA / RPBA CHECK VALVE LEAKED CLOSED TIGHT #2 ❑ RPBA RELIEF VALVE OPENED: 4.7 PSID PVBA / SVBA AIR INLET OPENED: PSID PASSED X FAILED TO OPEN: AIR GAP: OK? ❑ FAILED ❑ X X FAILED TO OPEN: ❑ PSID PSID X NEW PARTS AND REPAIRS • CLEAN / REPLACE PART CLEAN / REPLACE PART CLEAN / REPLACE PART PVBA/ SVBA CHECK HELD AT: PSID ❑ ❑ ❑ ❑ — ❑ ❑ LEAKED ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEANED ❑ REPAIRED ❑ ❑ ❑ ❑ ❑ 0 0 ❑ ❑ ❑ ❑ ❑ ❑_ TEST AFTER REPAIRS PASSED ❑ FAILED ❑ LEAKED CLOSED TIGHT ❑ ❑ PSID LEAKED CLOSED TIGHT ❑ ❑ PSID OPENED AT: PSID AIR INLET: PSID CHK VALVE: PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER " SEPARATION: INSTALLED P ' ' S IN ALL TEST COCKS. PASS ❑ FAIL ❑ DETECTOR METER READING: WATER FOUND: U OFF F'; 1•!4 . OF' LINE PRESSURE: 45 / cert that this + _ : nd 1 have .'' AC 248-290 -49i approved methods and test equipment. TESTER SIGNATURE: 4! , .e�� , , �j� ! CERT. NO.: 83415 DATE: 19 JULY 08 PRINTED NAME: PAUL E. FREDERICK TEL. NO.: ( 253) 565-2728 REPAIRED BY: PAUL E. FREDERICK CERT. NO.: FREDEPE980P1 DATE: FINAL TEST BY: CERT. NO.: 83416 DATE: METER CAL DATE: 9 JULY 08 MAKE /MODEL: _BARTON 247 METER SERIAL NO: 216398 %o� 018 ES -007 For Non - Health Hazard Applications Job Name Job Location Engineer Approval ;• ` is N,CoVfractor _ R 1{ tl rc• �`��.� r o pprovai Contractors P.O. No. FEB 15 2008 .Representative ti PFkwif i Ciz,NTER Series 007 ` C.1 r.,r' r; Double Check Valve Assemblies =°"- s Sizes: th" - 3" (15 - 80mm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross - connections to prevent the backflow of pollut- ed water into the potable water supply. Only those cross -con- nections identified by local inspection authorities as non - health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Features • Ease of maintenance — only one cover • Top entry • Replaceable seats and seat discs • Modular construction • Compact design • Cast bronze body construction — '/" - 2" (15 - 50mm) • Fused epoxy coated cast iron body — 21/2 - 3" (65 - 80mm) • Top mounted ball valve test cocks • Low pressure drop • No special tools required for servicing • 1/2" - 1" (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seat- ing check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 007. IV (20mm) 007M3QT 2" (50mm) 007M1QT HC Test Cocks First Check Module Assembly Second Check Module Assembly The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOG4L INSTALLATION REQUIREMENTS WWATFS® Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. • A. Pressure — Temperature 1/2" - 2" (15 = 50mm) Temperature Range: 33 °F - 180 °F (0.5 °C - 82 °C). Maximum Working Pressure: 175psi (12.1 bar). 21/2" - 3" (65 - 80mm) Temperature Range: 33 °F - 110 °F (0.5 °C - 43 °C) continuous, 140 °F (60 °C) intermittent. Maximum Working Pressure'. 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. 0510 IAPMO PS31, CSA B64.5 Approvals SP® t ASSE, AWWA, IAPMO, CSA, UPC • Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. • Models LF and S are not listed. • UL Classified (LF models only) 3/4" - 2" (19 - 50mm) • UL Classified with OSY gate valves (2'/2" and 3 ") • Horizontal and vertical "flow up" approval on all sizes. Dimensions - Weights Models Sizes: 'k" - 2" (15 - 50mm) Ae 1/2" = 2" (15 - 50mm) Suffix: S - bronze strainer LF - without shutoff valves LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fittings (2" valve) Prefix: U - Union connections 21/2" - 3" (65 - 80mm) Suffix: NRS - non - rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF = without shutoff valves QT -FDA - FDA epoxy coated quarter -turn ball valves *Subscript 'S' = strainer model Suffix HC — Fire Hydrant Fittings dimension "A" = 231f2" (594mm) MODEL (SIZE (DN) I DIMENSIOIIS ! III 1 WEIGHT in. mm in. A mm in. B mm in. C mm in. D mm in. F mm G in. min R in. mm T in. mm lbs. kgs. tL007QT 1/2 15 10 254 45/s 117 21/26 62 — — 5 127 33h 85 25/6 59 21/16 52 4.5 2 t &007M30T 3/4 20 11' 282 4 102 31/2 79 — — 63/6 157 3'/6 87 21/ 54 15/6 33 5 2.3 t•007M1QT 1 25 131/4 337 5'h 130 4 102 — — 71/2 191 31/2 85 1 1/6 43 111/26 43 12 5.4 1-A007M2QT 11/4 32 163h 416 5 127 31/26 84 — — 91/2 241 5 127 3 76 2 50 15 6.8 tA007M2QT 1' 40 161/2 425 41/2 124 31/2 89 — — 91/2 248 513/6 148 31h 79 211A6 68 15.9 7.2 t•007M1QT 2 50 191/2 495 61/4 159 4 102 — — 131/2 340 6' 156 37/6 87 2 "/6 68 25.7 11.7 • 0070T -S 1/2 15 13 330 6 152 21/26 62 3 76 5 127 33/6 85 21/26 59 2'/16 52 5.5 2.5 • 007M30T -S 1/2 20 141/2 368 6'% 156 3' 79 3 76 61/26 157 37/16 87 2' 54 15/16 33 6.7 3.1 • 007M1 QT -S 1 25 1715/16 157 73/4 197 4 102 31/4 83 7' 191 31/2 85 111/26 43 1"A6 43 14 6.4 • 007M20T -S 11/4 32 211/2 546 71/6 179 31/26 84 31h 83 91/2 241 5 127 3 76 2 50 19 8.6 • 007M20T -S 11/2 40 251/26 637 71/26 179 31/2 89 31/2 95 91/2 248 511/26 148 31/2 79 2 11/6 68 19.6 8.9 • 007M1QT -S 2 50 271/4 692 81/2 222 4 102 4 102 133/6 340 61/2 156 36 87 211/6 68 33.5 15.2 Dimensions — Weights Sizes: 21/2" — 3" (65 = 80mm) 1 "0007M1QT Union Tailpiece Union Nut Ii `J7 ` O_ 1:EIII i. I Ing) ■ Sizes: '/i" — 2" (15 — 50mm) MODEL I MODEL I SIZE (DN) in. mm in. A mm in. DIMENSIONS C mm E, E1 in. mm in. R mm WEIGHT j lbs. kgs. 20 0070T -FDA 21/2 65 331/2 841 63/s 162 91/16 230 8% 222 155 70 • 007 -NRS 2' 65 331/2 841 9% 238 91/16 230 83/4 222 155 70 •• 007 -0SY 2' 65 331A 841 163/2 416 91A6 230 83/4 222 158 72 007 -OT -FDA 3 80 341/2 867 6% 162 9'A6 230 83/4 222 155 70 A• 007 -NRS 3 80 341/2 867 10'/4 260 9'/6 230 83/4 222 185 84 • 007 -0SY 3 80 341/2 867 18% 479 9'/16 230 8% 222 185 84 1 "0007M1QT Union Tailpiece Union Nut Ii `J7 ` O_ 1:EIII i. I Ing) ■ Sizes: '/i" — 2" (15 — 50mm) MODEL I SIZE (DN) in. , mm DIMENSIONS A in. mm 00070T 1/2 15 1213/16 326 0007M2OT 3/4 20 1313/2 350 0007M2OT 1 25 165/2 422 0007M2QT 11/4 32 20% 527 0007M2QT 11/2 40 211/2 546 0007M1QT 2 50 241 622 A Strainer Dimensions 3* 80 101/2 267 *S Models only Union Tailpiece Union Nut Capacity As complied from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California tab tests. • Typical maximum system flow rate (7.5 "feet/Set., 2.3 meteis/sec.) • UL rated flow bars pa . .8 12 o .7 10 0 5 8 • .4 6 y .3 4 le .1 2 • 0 0 1/2" (15mm) * 0 2 0 7. barn psi 14" (20mm) 1.5 22 1.2 18 o .96 14 14 2 bars pa o. 1.1 16 2 8 12 .7 10 ea .5 8 y 4 6 • .3 4 - .1 2 bars psi 1 14 az .8 12 .7 10 2 .5 8 • .4 6 ▪ .3 4 - .1 2 0 0 4 15.2 5 7.5 1.5 2.5 6 22.8 Flow 8 30.4 10 3.0 10 38 12 gpm 45.6 Ipm 6 mps 0 5 11) 0 19 38 5 7.5 2.3 15 1" (25mm) * 20 25 76 95 15 4.6 Flow 30 35 40 45 50 gpm 114 133 152 171 190 fpm Ips mps 5 10 15 19 38 57 5 1.5 11/4" (32mm) * 20 25 30 76 95 114 7.5 10 2.3 3.0 Flow 35 40 45 50 55 60 gpm 133 152 171 190 209 22 Ipm 15 fps 4.6 mps 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 4561pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow %WATTS® bars pa , .B 12 ° .7 10 8 7.4 6 4 .1 2 0 11/2" (40mm) 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 0 38 76 1 4 152 190 228 66 304 342 380 4 8 456 Ipm 5 7.5 10 15 fps 1.5 2.5 3.0 4.5 mps 2" (50mm) bars pa .8 12 n.7 10 0 .5 8 y.4 6 Cl .3 4 y .1 2 a`0 0 0 25 50 0 95 190 5 1.5 Flow * 21/2" (65mm) bars pa 2.7 10 110 y.4 6 .3 4 ____ 4L .1 2 0 0 0 0 bars pa 7 10 a.5 8 °.4 6 CD 3 4 0 1 2 `0 0 o- 0 0 75 100 285 380 7.5 10 2.3 3.0 Flow 125 150 475 570 15 4.6 175 200 gpm 665 760 1p ha mps * ** 25 50 75 100 125 150 175 200 225 250 gpm 95 190 785 380 4 5 570 665 760 855 950 Ipm 5 7.5 10 15 tps 1.5 2.3 3.0 4.6 mps Flow 3" (80rnrn) * ** 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 1045 1140 1235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps Flow ISO 9001 CERTIFIED B ackflow Prevention Products ES -007 0639 USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca Watts Regulator Co., 2006 ES -SS009 For Health Hazard Applications Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative Series SS009 Stainless Steel Reduced Pressure Zone Assemblies Sizes: 1/4" -1 " (8 - 25mm) Series SS009QT Stainless Steel Reduced Pressure Zone Assemblies provide protection of the potable water supply in accor- dance with national plumbing codes and water authority require- ments. Series SS009 can be used in a variety of health hazard installations whenever the downstream liquid is of a composition which may damage bronze material or it is desirable to eliminate trace elements of lead and copper. Typical applications are: Industrial or plant use, medical /diagnostic equipment, reverse osmosis systems, carbonated beverage machines, breweries/dis- tillers, paper and pulp industry, chemical plants and aggressive atmospheres. The SS009 series features two in -line independent check valves, captured springs, replaceable check seats, corrosion resistant internal parts and a hydraulically operated differential pres- sure relief valve. All sizes are constructed with NPT body connec- tions and are standardly furnished with vandal resistant EZ -TC Test Cocks. Series SS009QT's are furnished with 316 Stainless Steel, full port, investment cast, quarter turn ball valve shutoffs with 304 Stainless Steel tee handles. Features • Investment Cast 316 Stainless Steel Assembly for corrosion resistance • All wetted valve components — test cocks, ball valve shutoffs, pipe nipples, body and cover, check modules and relief valve assembly are made from "Lead Free" Stainless Steel or Plastic construction • Bolted on, top entry single access cover for ease of maintenance • Modular check construction featuring nonreversible checks with captured springs for simplified servicing • Top mounted vandal resistant EZ -TC test cocks provide easy access for testing • Stainless Steel EZ -TC test cocks include dust covers to protect the threads from dirt, dust and insects • EZ -TC Test cocks eliminate the need for tools and test fittings • True line sized check modules open further allowing dirt and debris to pass freely through the valve reducing fouling problems • Check and Relief Valve Seats are replaceable without the use of special tools • Internal relief valve for right and left hand installations Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. Test Cock No 3_ EZ-TC-SS Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone SS009QT it ' 74 41, ��; JI�-�► % ff; Test Cock No. 4 Relief Valve Assembly Second Check Module Assembly Water Outlet Specifications A reduced pressure zone assembly shall be instated at each noted potential health hazard location to prevent backflow due to back - siphonage and /or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two independently operating positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve, without the use of special tools. There shall be no threads or screws, in the waterway, exposed to line fluids. Service of at internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall include two resilient seated isolation valves, four top mounted vandal resistant test cocks with dust cov- ers, a protective stainless steel wye strainer with a 20 mesh screen and an air gap fitting. The assembly shall consist of an investment cast 316 Stainless Steel body and cover with Series 300 Stainless Steel test cocks, 316 Stainless Steel Ball Valve Shutoffs with PTFE Seat blowout proof 304 Stainless Steel Stems, and 304 Stainless Steel Tee Handles. The assembly shall meet the requirements of ASSE Standard 1013, AWWA Standard C511. Assembly shall be a Watts Regulator Company Series SS009QT. WWATFS® Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models Capacity Suffix: Performance as established by an independent testing laboratory. QT - quarter -turn ball valves *Typical maximum system flow rate (7.5 feet/sec.) S - stainless steel strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES- AG/EL/TC). Materials Body: 316 stainless steel Disc and Relief Valve: Silicone rubber Check Seats: Replaceable polymer Relief Valve Seat: Stainless steel Cover Bolts: Stainless steel Pressure - Temperature Temperature Range: 33 °F - 180 °F (0.5 °C - 82 °C) continuous Maximum Working Pressure: 175psi (12.1 bar) Standards USC Manual 9th Edition AWWA C511 -92 1013 CI® 664.4 61 Approvals ASSE, AWWA, USC CSA - /" and 3/4" horizontal IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS Dimensions - Weight kPa psi 138 20 103 15 69 10 34 5 0 0 0 11/4" (8mm) kPa psi 138 20 103 15 69 10 34 5 0 0 0 0 2 0.4 0.6 0 8 1.2 1.4 gpm 0 .76 1 5 2.3 3 3 8 4.6 5.3 Ipm 3 /s" (10mm) i kPa psi 138 20 103 15 69 10 34 5 0 0 kPa psi 207 30 172 25 138 20 103 15 69 10 34 5 0 0 0.5 1 5 2 2.5 3 3 5 4 gpm 0 1.9 3.8 5.7 7.6 9.5 11.4 13.3 15.2 Ipm %" (15mm) 2 4 6 8 10 12 gpm 7.6 15 23 30 38 46 1pm 3 /a" (20mm) kPa psi - 172 25 138 20 103 15 69 10 34 5 0 0 10 20 30 40 50 gpm 38 75 114 152 190 1pm 1" (25mm) 5 10 15 20 25 30 35 40 45 50 55 60 gpm 19 38 57 76 95 114 133 152 171 190 209 228 Ipm MODEL I SIZE (DN) I in. mm in. A mm in. 0 mm C in. mm DIMENSIONS (approx.); L in. mm in. I ill M mm I N in. mm in. Width mm WEIGHT lbs. kgs. SS009M30T 1/4,3/8,' 8,10,15 10 250 46/6 117 33/8 86 5' 140 - - - - 5 127 4.50 2.0 SS009M30T 3/4 20 103/4 273 5 127 3' 89 63/4 171 - - - - 61/4 159 5.75 2.6 SS0090T 1 25 163/4 425 51/2 140 3 76 9' 241 - - - - 81/4 210 12.25 5.6 SS009M30T -S 1/4,%,' 8,10,15 10 250 6 150 33h 86 51/2 140 313/6 97 25 /a 67 5 127 7.25 3.3 SS009M30T -S 3/4 20 10% 273 61/4 159 3' 89 63/4 171 43/8 111 33/16 81 61/4 159 9.25 4.2 SS0090T -S 1 25 163/4 425 73/4 197 3 76 9' 241 53/6 132 33/4 95 81/4 210 17.00 7.7 WWAT1S® Backflew Prevention Products ES -SS009 0645 USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Seance Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca © Watts Regulator Company, 2006 APPLICATION: PRODUCT NAME: SERVICE SINK FAUCET, LONG SPOUT, ECCENTRIC STOPS AND VACUUM BREAKER JOB NAME: SPECIAL CONFIGURATION ❑ CHECK BASE MODEL AND OPTIONS QUANTITY: ITEM NO. MODEL: III 8261 ,�L OPTIONS OR MODIFICATIONS: ❑ SUPPLY LINES (24" OR 36 ") CIRCLE LENGTH ❑ NIPPLES ❑ ELBOWS ❑ HANDLES (CROSS OR WRIST) CIRCLE STYLE ❑ VANDAL RESISTANT KIT • OTHER 12" 14 [368mm] 1/2" (MAX) [304mm] FEATURES CONTROL VALVE * KEY -STOP ECCENTRICS ADJUST FROM 5" TO 11 1/2" * INTERNAL SPRING LOADED CHECK VALVES * SWIVELLING SEAT DISKS * HOT SIDE STEM - RIGHT HAND * COLD SIDE STEM - LEFT HAND * ECCENTRIC STEMS - RIGHT HAND SWIVEL * STAINLESS STEEL SEATS * STAINLESS STEEL SEAT SCREWS * STAINLESS STEEL HANDLE SCREWS * ATMOSPHERIC VACUUM BREAKER * 3/4" GARDEN HOSE THREAD OUTLET SYSTEM LIMITS * TEMP: 40 °F MIN. TO 140 °F MAX. * PRESSURE: 200 PSI MAX. STATIC * 13.6 GPM AT 80 PSI SHIPPING WEIGHT * 7.5 LBS 5" [12 m] O 5" 11 1/2" -...— ROUGH -IN: 3/4" GHT 1st. REMOVABLE KEY - [127 - 292mm] 6 1/4" [159mm] 1101r" \ t' r" 07/8" [22mm] ,,,, 1/2" NPT FEMALE wet 5" - 11 1 /2" ' � [127 - 292mm] ZuSIHE�? FISHER MANUFACTURING COMPANY TOLL FREE: 800 - 421 -6162 - FAX: 800 - 832 -8238 information @fisher - mfg.com - www.fisher- mfg.com SA ANSI/A112.18.1 M 3 A3a 6929 33dS • City of Tukwila Jim Haggerton, Mayor January 15, 2008 Department of Community Development Jack Pace, Director Hiroshi Matsubara 1906 East Prospect Street Seattle, WA 98112 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -018 Blue C Sushi — 468 Southcenter Mall Dear Mr. Matsubara, This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Department has no comments. Public Works Department: Joanna Spencer, at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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. Si »cerely, Brenda Holt Permit Coordinator te encl xc: File No. PG08 -018 P:\Permit Center \Correction Letters\2008\PG08 -018 Correction Ltr N 1.DOC wer 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washineton 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 6, 2008 PROJECT: Blue C Sushi @ 468 Southcenter Mall PERMIT NO: PG08 -018 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) On your plan please add a mall location map, so this space can be identified in the field by the City inspectors. 2) Revise your plumbing plan per attached mark -up. Return mark -up with your revision resubmittal. Please note that gray water from sinks, floor drains, drains under garbage compactors shall be routed through the grease interceptor. DO NOT route dishwashers through the grease interceptor. If you have any plumbing design questions you may contact Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer directly at (206) 431 -2441. 3) Specify size of proposed backflows in Backflow Preventer Notes table. 4) Submit cut sheets for proposed backflow devises; circle devise to be installed. 5) joanna Comments 1 PG08 -018 PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -018 DATE: 01 -15 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ,rte$ Buildifig Division Public W•rks Fire Prevention n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete RI Incomplete Comments: Planning Division Permit Coordinator DUE DATE: 01-17 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route 1 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 02 -14-08 Approved Approved with Conditions Not Approved (attach comments) 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 %MIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -018 DATE: 06 -19 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Public Works Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -24 -08 Complete l V Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -22 -08 Approved Approved with Conditions n Not Approved (attach comments) 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 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -018 DATE: 04 -09 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: kV 00-06 BGiing Division Public Wor s Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04-10 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05 -08 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -018 DATE: 02 -15 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division ❑ ubli Woks i 4 9 ,k1iUc, 2 -06 Fire Prevention Planning Division Structural ❑ Permit Coordinator TERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02 -21 -08 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: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: rvf DUE DATE: 03 -20 -08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: 21u-e. C S A; SITE ADDRESS: '-( (o $ Soo31..c•eht ike ititt W PERMIT NO: G o B-- f 8 ORIGINAL ISSUE DATE: 3 -11-- 0 8 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS z 10-19- WA Gs _i�,,' ( c2/ it q (f, Summary of Revision: A t,,,,,L -! s ^0\c,,,,,4..�,- „k; r Swa. E0 4_,'0, '-\ tl t- W611-1^ coo-e,;- 4.- 3 co 4,4 -0.4.4- s ■.,,I_. Received by: c72I t Rerr,1„l,,c1 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN TIALS z 10-19- WA Gs _i�,,' ( c2/ it q (f, Summary of Revision: ix i1 tl _ Received by: c k r- s So -11 •.Gv\ (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) i 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.citukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: fit I0 51 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Jg1, Revision # li after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: 17oto " d Project Name: t�-�- C.. So Project Address: u SS �Jo� 'mac cax�v �i Contact Person: �C "'-- ItL.Sew.�--et w S Phone Number: Summary of Revision: ( LS(4 [( S re7 u &- ((t l z Gv 0 E -z'fz: RECEIVED CITY OF TUKWIL,A IJUN 1 91000 PERMIT CENTER Sheet Number(s): 66) ?OS "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on IN ( —O g \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d / l ( Q Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: t• (tj ' K Pt Project Address: 4' SBLt mrr i4Ti3l?' Contact Person: Person: fit'( MAy0 C3kg* Phone Number: Wb- Bb I 024 Cj Summary of Revision: YI/B'PrS 19' PrC?'A t�'iJ. Pal - AcLQ 1010 0.1 o; ► x r�� � 1 , �� c�Y4 � �c�� 4� �) S iAi c(fre. ID c or rti1 t' I�JG (' I n/ c r� / /� 3 c,-, i-.Y, a �,']- s,121/, CL5 t e it A'S p, �-Y nL (oC -' 1`-5 cv�s t Sit_o-&-C 7I�.n r.� r.Cc4;n 7)02. re_Vi,, c.)1S ���1 1`) lei ft �ti�rFC� CcJ o rb 1) RECEIVED ;CITY OF TUKWILA -- APR 0 9 ZQQO PHRMit t•ENITER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on { =C1-0 Tapplicationslforms- applications on linelrevision submittal 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http: //www.ci.tukwilawa.us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2-14-08 Plan Check/Permit Number: PGO8 -O 1 8 ❑ 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: BLUE C SUSHI Project Address: 468 Southcenter Mall Contact Person: Hiroshi Matsubara Summary of Revision: Phone Number: 206- 861 -8255 1)ADDED MALL LOCATION MAP SHEETS P02 & P03. 2)REVISE PLUMBING WASTE PLAN TO SHOW THE GRAY WATER & FLOOR DRAINS CONNECTED TO EXISTING GREASE WAY. ALSO TO BETTER SHOW—THE—DISHWASHER- IS NOT CONNECTED TO GREASE' WAY. 3) SPECIFYED SIZE OF PROPOSED BACKFLOW RECEIVED 4) SUBMITED CUT SHEETS FOR BACKFLOW DEVISES. OF Tt1KW 1 15' 2008 Sheet Number(s): P01, P02, P03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on — —Og uapplicationssforms- applications on linerevision submittal Created: 8 -13 -2004 Revised: Look Up a Contractor, Electric or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License RBICOI *13203 Licensee Name R B 1 CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601046430 Ind. Ins. Account Id Business Type CORPORATION Address 1 1807 132ND NE Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4258811985 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/23/1987 Expiration Date 11/16/2008 Suspend Date Separation Date Parent Company Previous License RESTABI166N 1 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WARD, RICHARD F 01/01/1980 WARD, MOIRA 01/01/1980 • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #7 CBIC FC4723 04/09/2007 Until Cancelled $12,000.00 05/07/2007 WESTERN Page 1 of 3 https: // fortress. wa. gov /1ni/bbip /printer.aspx ?License= RBICOI* 13203 03/17/2008 PLUMBING FIXTURE UNITS FIXTURE TYPE NUMBER OF FIXTURES WATER LOAD WASTE LOAD WATER FU PER FIXTURE TOTAL WATER F.U.(C.W.&H.W.) F1X1URE C.W. F.U. FIXTURE H.W. F.U. WASTE F.U. PER FIXTURE TOTAL WASTE F.U. WATER CLOSET (FLUSH VALVE) 3 5 15 15 - 4 12 URINAL (WATERLESS) 1 - - - - 2 2 LAVATORY 2 1 2 1.5 1.5 1 2 MOP SINK 1 3 3 225 225 3 3 PREP SINK (INDIRECT WASTE TO F5) 1 2 2 t5 1.5 2 2 DISHWASHER (INDIRECT WASTE TO FS) 1 2 2 - 2 2 2 3 -COMP. SINK 2 2 4 3 3 4 4 2 -COMP. SINK 1 2 1.5 1.125 1.125 2 2 DROP IN SINK (INDIRECT WASTE TO FS) 4 2 2 3 3 1 4 FLOOR DRAIN 6 - - - - 2 12 FLOOR SINK 8 - - - - 1 3 (LESS SINK, DROP IN SINK) • PREP SYRUP SYSTEM 1 6 6 6 - - - HAND SINK 3 1 3 225 2.25 1 3 COFFEE/TEA - BREWER MACHINE 1 1 1 1 - - -- ICE MACHINE 1 3 2 2 - - - TOTAL WATER & WASTE FIXTURE UNITS 43.5 38.625 16.625 46 GATE VALVE -�J Z�SI... - -- JZ GATE VALVE NO SCALE RF- THREE WAY DRAIN AND FILL VALVE (ALL 1/2' N.P.T.) 1/2' COLD WATER SUPPLY WITH SHUT -OFF & BACKFLOW PREVENTER DRAIN 1-1/2' N.P,T. ROOF AND TRUSSES �LTW❑ WAY DRAIN VALVE NORMALLY OPEN (ALL 1- 1 /2'N,P,T,) INSTALL PER MANUFACTURE INSTALLATI ❑N GUIDE LINES. CLG.(VERIFY) MAU -1 FILL /DRAIN KIT DETAIL 3 SCALE: 1/4" - 1 ' -O" IRRAGATION STUB FOR FUTURE USE APPOVED BACKFLOW •DEICE BROKEN OUT VIEW ss 0 WH -1 SEE DETAIL P01 FOR LAYOUT (2)4"0 S LED DIRECT VENT FOR WATER HEATER TO ROOF (INSTALL PER MFG. GUIDELINES.) s 199MBH I ~ 2751BH MAX 550MBH EXISTING 3" WAT CONNECTION,... VERI SIZE, LOCATION AND PRESSURE PRIOR TP BIDDING. M U AY-1 - - T - - I :, " I f s - --- - 140P MANUAL AND-AUTOMATIC COOKLINE GAS 5H- l OFF VALVE BELOW CEILING. 700MBK 7 - PIPE ON ROOF J 3" TO 1.25" REDUCER 1.25" TO 2.5 INCREASER 120P l — 1:25'A.S...REGULATOR AMERICAN METER COMPANY 1800C WITH 10/18 ORIFI INLET PRESSURE AT 2PSI. OUTLET ....PRESSUURE SET AT 7.0" W.C. WILL PROVIDE 1400 SCFH PER . VENT FULL SIZE TO OUTSIDE, OR PER LOCAL UR1SbICTION. 1374MBH 10.5" VERIFY LOCATION & CONNECT TO EXISTING MEDIUM PRESSURE GAS ;STUB. (VERIFY) PLUMBING PLAN WATER & GAS SCALE: 1/4' = 1' -0" VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION I „ � 0.5 X" CW & 1) " DRAIN TO MAKE -UP AIR. SEE DETAIL THIS SHEET GJP3 r RTU -1 15OMBH PIPE ON ROOF PIPE ON ROOF NORTH J L Pt"' revisw approval is subject to crror" and on1 -2., Appravn! of construction documents tints do 3 rve v «rya the violation of any adopted code or oa lina7c'o. of approved d Copy aryl ' "ons o ..,. 0 y 0.5 " Permit No. By Date:, G -- — D $.i o, 11:0. P. SEE BROKEN OUT VIEW FOR CONTINUATION REVISI1;N N0.? 1'Goeoi8 • r4, _FLUE & C . M . B. VENT TO RQO ` THRU SHAFT. (INSTALL STRICTLY ACCORDING TO - MEC..•LISTINGS ) EN' FEET AWAY FROM ANY AIR INTAKE OUTLETS. RRD.'ISrONS No oirtprpes al_ shag be + }h.•ti .. nn of w- k ‘.;;lthoHt prior arpro\.,r,I of tk' ;: i:1 P r \A/ r!r^trl ,rd 7, add;tv.-)nai pan ,V7'S (KEY MAP SITE LOCATION • . RECEIVED JUN 19 2008 PERMIT CENTER Abossein Engineering MECHANICAL - ELECTRICAL CIVIL - ' I' ; PROTECTION - ENERGY 2100 112TH AVE. NE BEI,I,EVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -fail: cservice @abossein.com febsite: i.abossein.com IOC 8/10/08 Q.) (5:1 /2\02/1/08 LANDLORD REVIEW #2 02/14/08 A(4) 032808 CD1 A05/14/08 A06/10/08 Job No.: 27216 Date: 12/12/07 P03 (OF 3) PLUMBING FIXTURE CONNECTION SCHEDULE DESIG: ITEM: TRAP: WASTE: VENT: CW: HW: P1 WATER CLOSET (FV) 3" 4" 2" 1" - P 1 A WATER CLOSET (ADA)(FV) .3" 4" 2" 1" - P2 LAVATORY (COUNTER) 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" P3 URINAL 2 2" 1-1/2" 3/4" - D 1 FLOOR DRAIN 3" 3" 1-1/2" - - D2 FUNNEL FLOOR DRAIN 3" 3" 1 --1/2" - - D3 FLOOR SINK 3" 3" 1-1/2" - - D4 FLOOR SINK 4" 4" 2" - - D5 PLANTER DRAIN - AS NOTED - - - D6 DECK DRAIN - AS NOTED - -- - N OTES: (1) SEE PLUMBING FIXTURE SCHEDULE. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS, FOR USE BY DISABLED PERSONS. CONSERVATION ACT REQUIREMENTS. DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATION: DESIGNATION: HWCP -1 HWCP -2 MANUFACTURER: ZONE: KITCHEN (120') KITCHEN (140') GAS TYPE: MANUFACTURER: BELL & GOSSETT BELL & GOSSETT VOLTAGE: MODEL: SERIES PR SERIES PR SHIPPING WEIGHT (LBS): TYPE: INLINE INLINE LISTING: G.P,M,: 10 10 NOTES: (1) WITH P/T VALVE, SEALED COMBUSTION DIRECT VENTING, (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) WATER HEATERS SHALL BE ASME LISTED WHERE REQUIRED BY THE LOCAL /STATE JURISDICTIONS. (4) VENT & INTAKE WITH 4' PVC PIPE SUPPLIED BY MANUFACTURE. (5) INSTALL PER MANUFACTURE REQUIREMENTS AND RECOMMENDATIONS. HEAD (FT -H20): 10 10 RPM: 1725 1725 MOTOR: 1/6 1/6 VOLTAGE: 115 115 PHASE: 1 1 WEIGHT (LBS): 32 32 REMARKS: (1) (1) . (1) ALL BRONZE PUMP, 125 PSI MIN. RATED. (2) EACH PUMP TO SERVE ONE SECTION OF KITCHEN TOTAL OF 2 ZONES. �I1 in ir GAS WATER HEATER SCHEDULE o approve DESIGNATION: WH -1 By_ ZONE: BUILDING MANUFACTURER: ate A,O, SMITH CYCLONE XHP MODEL: BTH -199 GAS TYPE: NATURAL GAS INPUT (MBH): 200 VOLTAGE: 120 PHASE: 1 SHIPPING WEIGHT (LBS): 438 CAP. U.S. GAL, 100 LISTING: UL REMARKS: (1)(2)(3) NOTES: (1) WITH P/T VALVE, SEALED COMBUSTION DIRECT VENTING, (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) WATER HEATERS SHALL BE ASME LISTED WHERE REQUIRED BY THE LOCAL /STATE JURISDICTIONS. (4) VENT & INTAKE WITH 4' PVC PIPE SUPPLIED BY MANUFACTURE. (5) INSTALL PER MANUFACTURE REQUIREMENTS AND RECOMMENDATIONS. PLUMBING GENERAL NOTES 1) COMPLETE INSTALLATI ❑N OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGT ❑N BUILDING MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATIONS AS ADOPTED BY LOCAL JURISDICTI ❑NS. 2) ALL EQUIPMENT /FIXTURES SHALL BE THE CAPACITY AND TYPES AS SHOWN ON THE PLUMBING SCHEDULE AND SHALL BE THE LISTED MANUFACTURER AND MODEL NUMBER OR SHALL BE AN EQUAL APPROVED BY THE OWNER /ENGINEER. 3) THE CONTRACTOR SHALL SUBMIT MINIMUM OF 6 COPIES OF EQUIPMENT /FIXTURE SUBMITTALS FOR APPROVAL. 4) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRI ❑R TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATI ❑NS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 5) ALL EQUIPMENT /FIXTURES SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN, IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY C❑NDITI ❑NS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUT❑RY.N❑ WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY, (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 6) ENTIRE INSTALLATI ❑N OF ALL EQUIPMENT, FIXTURES, PIPING, PLUMBING AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 7) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE, 8) PLUMBING CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTI ❑N. 9) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE WATER- BALANCING AND PUT ALL PLUMBING SYSTEMS IN ❑PERATI ❑N. 10) AIR - CONDITIONING UNIT COIL WITH ❑UT INTERNAL TRAP SHALL HAVE A P -TRAP (3' MIN, SEAL) FOR THE CONDENSATE PAN. DISCHARGE CONDENSATE DRAIN TO INDIRECT WASTE OR APPRROVED L ❑CATION. 11) PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT ROUTING OF THE PLUMBING SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE PLUMBING SYSTEM READY FOR OWNER'S BENEFICIAL USE. 12) THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COSTS REQUIRED FOR ALL THE PIPING TO MEET THE PIPE SIZES PER THE 2006 UNIFORM PLUMBING CODES TABLES 6 -4 & 7 -3. 13) SEE ARCHITECTURAL DRAWINGS AND SPECIFICATI ❑NS FOR ADDITIONAL SCOPE OF WORK, INSTRUCTION TO BIDDERS AND EXACT LOCATION OF ALL FIXTURES, 14) PLUMBING CONTRACTOR SHALL INSTALL ALL HOT AND COLD WATER PIPING WITHIN THE HEATED AREAS FOR FREEZE PROTECTI ❑N. 15) COORDINATE EXACT L❑CATI ❑N OF ALL EQUIPMENT, FIXTURES, PIPING, ETC, AND PENETRATI ❑NS WITH THE ARCHITECTURAL, STRUCTURAL AND AT SITE, 16) ALL APPLICABLE CODES AND LOCAL JURISDICTI ❑N REGULATIONS SHALL SUPERSEDE THE CONSTRUCTION DOCUMENTS IF THEY ARE MORE STRINGENT. 17) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. 18) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. 19) INSTALL CLEANOUTS PER 2006 UPC SECTI ❑N 707 AND AS REQUIRED BY LOCAL JURISDICTI ❑NS. 20) PIPE MATERIAL: COLD WATER & HOT WATER COPPER 'L' (ABOVE GR❑UND(LEAD FREE) COLD WATER & HOT WATER COPPER 'L' (UNDERGR❑UND)(LEAD FREE) WASTE AND VENT CAST IRON, WV COPPER, ABS. NOTE; JOINTS AND METH OD OF CONNECTIONS SHALL BE PER THE UPC - CHAPTER #14, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATI ❑NS FOR EACH PIPE TYPE AND APPLICATI ❑NS. 21) PIPE INSULATION: COLD WATER - 1/2' INSULATI ❑N WITH VAPOR BARRIER JACKETS, HOT WATER - 1/2' INSULATION WITH VAPOR BARRIER JACKETS FOR RUNOUTS UP TO 12 FEET AND 1' INSULATION FOR ALL PIPING UP TO 2' DIAMETER. UNDERGROUND PIPING WITH 1/2' CLOSED CELL FOAM INSULATI ❑N. 22) PIPE HANGERS AND SUPPORTS: PIPE HANGERS AND SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH THE UPC - SECTION 314.0 AND PIPE MANUFACTURERS REC❑MMENDATI ❑NS. ALL PIPES SHALL BE SEISMICALLY RESTRAINED PER LATEST EDITI ❑N OF S.M.A.C.N.A, SEISMIC RESTRAINT MANUAL AND AS REQUIRED BY LOCAL JURISDICTI ❑N. 23) DOMESTIC HOT WATER SYSTEM SHALL BE SET FOR 120 °F. 24) ALL MATERIALS USED SHALL BE NEW AND BEAR U.L. LABEL WHEN REQUIRED. 25) FINAL AS BUILT DRAWINGS SHALL BE SUBMITTED TO ENGINEER /OWNER. 26) ALL OPENINGS AND PENETRATIONS THROUGH ROOF AND /OR WALLS SHALL BE PROPERLY SEALED, WEATHERTIGHT, AND AESTHETICALLY ACCEPTABLE. THE CONTRACTOR SHALL USE THE EXISTING ROOFTOP OPENINGS FOR DUCT PENETRATI ❑NS INTO TENANT SPACE. 27) ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATI ❑N OF NEW EQUIPMENT, FIXTURES AND PIPING TO BE BY CONTRACTOR. 28) ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS PER HEALTH DEPARTMENT. PLUMBING FIXTURE SCHEDULE P1: WATER CLOSET, AMERICAN STANDARD 2168.100, (HANDICAPPED) 17" HIGH, FLOOR MOUNTED, BOTTOM OUTLET, 1.6 GPF FLUSH TANK, PRESSURE ASSISTED, VITREOUS CHINA, WATER SAVER, SIPHON JET, ELONGATED BOWL WITH FLUSHING ASSEMBLY ON WIDE SIDE OF ACCESS. INCLUDES BOLT CAPS, WING NUTS, CHURCH OPEN FRONT SEAT WITHOUT LID AND SUPPLY FITTINGS WITH STOP, P2: LAVATORY COUNTERTOP, AMERICAN STANDARD 3004.207, 20 "X17 ", ENAMELED STEEL WITH SYMMONS S -20 -2 FAUCET AND FIXED GRID STRAINER, LAVATORY DRAIN, TRAP AND SUPPLIES. P3: URINAL, AMERICAN STANDARD 6601,012 VITREOUS CHINA, 1.0 GPF, SLOAN 180 -1 FLUSH VALVE, ADA HANDLE, INSTALL AT HANDICAPPED HEIGHT. D1: FLOOR DRAIN, WADE 1100, CAST IRON BODY, 5 DIAMETER NICKEL BRONZE WITH FLASHING FLANGE AND CLAMPING COLLAR TO SUIT FLOOR STRUCTURE WITH FUNNEL. PROVIDE WITH 1/2" TRAP PRIMER CONNECTION. D2: FUNNEL FLOOR DRAIN, WADE 1100, CAST IRON BODY, 5" DIAMETER NICKEL BRONZE WITH FLASHING FLANGE AND CLAMPING COLLAR TO SUIT FLOOR STRUCTURE WITH FUNNEL. PROVIDE WITH 1/2" TRAP PRIMER CONNECTION. D3: FLOOR SINK, WADE 9110, CAST IRON, SQUARE SUMP, DOME STRAINER, 8 "X8" WITH OPEN, HALF OR FULL SATIN NICKEL BRONZE TOP GRATE COVER AS REQUIRED. D4: SAME AS "" " > D5: PLA - DRAIN COATED CAST IRON PLANTING AREA DRAIN , BOTTOM OUTLET, STAINLESS JOSAM 39600 SERIES MESH SCREEN COVERED DOM SIZE PER PLANS I D6: DECK DRAIN CAST IRON, ROUND PEDESTRIAN GRATE SET IN SQUARE SECURED FRAME. JOSAM 23730 SERIES. SIZE PER PLANS NOTES: 1) SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITIES OF ALL THE PLUMBING FIXTURES AND DIFFERENT TYPES. 2) SEE ARCHITECTURAL PLANS TO DETERMINE EXACT CONFIGURATION AND ORIENTATION OF EACH FIXTURE. 3) ALL FIXTURES SHALL MEET THE STATE WATER CONSERVATION ACT REQUIREMENTS. 4) EXPOSED PIPES FOR HANDICAPPED LAVATORIES SHALL HAVE INSULATION JACKETS (HANDI -LAV -GUARD OR EQUAL). OFFSET EXPOSED P -TRAPS FOR CLEARANCE FOR HANDICAPPED ACCESS. 5) ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO ALL STRAINERS, DRAINS AND STOPS, WING NUTS, ETC. 6) ALL EXPOSED P -TRAPS SHALL BE CHROME. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION, 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS, THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST, 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 5, NOTE THAT THE LANDLORD SHALL PROVIDE THE FIRST 10 TONS OR TWO 5 TON UNITS OF COOLING (OHP -1 AND OHP -2). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAST 5 TON UNIT (OHP -3) INSTALLATION AND ALL CONNECTIONS. COORDINATE WITH LANDLORD FOR EXACT LOCATION OF OUTDOOR HEATPUMPS IN GARAGE, SUPPORT METHODS AND COORDINATE RESPONSIBILITY FOR ELECTRICAL CONNECTION AND REFRIGERATION PIPING (INCLUDES SUPPORT, INSULATION, SOLENOID VALVES, FILTER DRIER, ETC.) FOR OHP -3. COORDINATE STUB -OUT LOCATIONS FOR REFRIGERANT PIPING. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City of Tukwila Butomr DIVISION Plar review approval is subject to errors and omens. Approval of construction documents does nof authorize n of any adopted code or ordinanm, Receipt Co gipondlonsp lslet ed: PLUMBING LEGEND SYMBOL CW 0 I VH-1I I FFD FS ® FD ® GD ®PD 00D ®RD /OF nAD I FCO T WCO EIGCO 0.5" 0.75" 1 „ 1.25" 1.5 2 " 2.5" 3 „ 0- 0-- DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1 -1/4" PIPE SIZE 1 -1/2" PIPE SIZE 2" PIPE SIZE 2 -1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL - FW Cw - RL —MPG c - CD D4 I ®l 0 I II __ SR _J L- VTR © VTR RPBP PRV DESCRIPTION COLD WATER FILTERED WATER HOT WATER HOT WATER (140°F) HOT WATER RETURN VENT WASTE, SANITARY BURIED WASTE, SANITARY WASTE, GREASE RAIN LEADER GAS (±2PSIG) GAS (7 IN -W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT -OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE SYMMONS - TEMPCONTROL (OR EQUAL) PRESSURE BALANCED MIX. VA. NO SCALE TO DISHWASHER HWS --140' F DOUBLE CHECK VALVE OR BACKFLOW PREVENTER PER LOCAL JRSD. AMTROL ST -25V EXPANSION TANK WITH BUTYL BLADDER NOTE: WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL D ISPLACEMENT OF EARTHQUAKE PER UPC -1310 DRP PAN/DRAIN TO FUNNEL FLOOR DRAIN 1 -1 2" — ----i I I -- M I II DRAIN VA. -11 MOUNTING MOUNTING (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) SCHEMATIC KITCHEN WATER HEATER DETAIL BA CKFL 0 W PREVENTER NOTES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #SSO09QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. 3) INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A) Y DCVA AT ICE MAKER B) 1 Y "DCVA AT WATER HEATER C) %" AVB INTEGRAL FAUCET AT MOP SINK D) Y2 "RPBA (SS009QT) AT BEVERAGE BAR /CARBONATOR (PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING) 4) BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006 SECTION 603.3.4 RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. HEM APR TU PUBLI 1 KW ILA WORKS T &P VA. —11 SEISMIC PROOF FLEX. CONN. M ETRALOOP IOR EQUAL) REVIEWED FOR y y am+, - r- qA! 14fii1.lr APPROVED MAY - 5 2008 DISCH. RELIEF FULL SIZE fi ABOVE FUNNEL FLOOR DRAIN OR APPROVED LOCATION BY LOCAL JURISDICTION E1VED 0 2008 . REVIS1 1" GAS TRAP FLOOR RECEIVED APR 09 2008 PERMIT CENTER PLAN INDEX P1 PLUMBING NOTES LEGENDS, SCHEDULES AND DETAILS P2 PLUMBING WASTE AND VENT P3 PLUMBING WATER AND GAS Abossein Engineering MECHANICAL - ELECTRICAL CIVIL - FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.com I9ebsite: www,abosseill.com —4-1 E-I E 00 ison 8/10/08 Q z z PO1 (OF 3) A01/8/08 PERMIT SET A02/1/08 LANDLORD REVIEW #2 / \ 02/14,08 A(4) 032808 CD1 Job No.: 27216 Date: 12/12/07 PLUMBING FIXTURE UNITS FIXTURE TYPE NUMBER OF FIXTURES WATER LOAD WASTE LOAD WATER FU PER FIXTURE TOTAL WATER F,U.(C.W. &H.W.) FIXTURE C.W. F.U. FIXTURE H.W. F.U. WASTE F.U. PER FIXTURE TOTAL WASTE F.U. WATER CLOSET (FLUSH VALVE) 3 5 15 15 — 4 12 URINAL (WATERLESS) 1 -- — — — 2 2 LAVATORY 2 1 2 1,5 1.5 1 2 MOP SINK 1 3 3 2.25 2.25 3 3 PREP SINK (INDIRECT WASTE TO FS) 1 2 2 1,5 1.5 2 2 DISHWASHER (INDIRECT WASTE TO FS) 1 2 2 — 2 2 2 3 —COMP, SINK 2 2 4 3 3 4 4 2 —COMP. SINK 1 2 1.5 1,125 1.125 2 2 DROP IN SINK (INDIRECT WASTE TO FS) 4 2 2 3 3 1 4 FLOOR DRAIN 6 — — — — 2 12 FLOOR SINK 8 — — — — 1 3 (LESS DISHWASHER, PREP SINK, DROP IN SINK) SYRUP SYSTEM 1 6 6 6 — — — HAND SINK 3 1 3 2.25 2.25 1 3 COFFEE/TEA — BREWER MACHINE 1 1 1 1 — — — ICE MACHINE 1 3 2 2 — — — TOTAL WATER & WASTE FIXTURE UNITS 43.5 38.625 16.625 46 _ 1 u CONNECT WITH STORM AT GRID 5 COORDINATE WITH CIVIL AND MALL, (VERIFY) PLUMBING PLAN PLANTER DRAINS SCALE; 1/4" = 1' -0 ( T DISHWASHER WASTE PIPING 1 c BE CAST IRON. (DO NOT i EONNCT JFO GREASE WAY.) � NORTH i �4 E� R CAL SF 0 FO - . ' EA_TR R QUIR tEI EXIST!! WASTE G GREASE LINE 1VERIFY MaI -P -_A a 'EASE PIPING 17 -70— CAST IRON. fl TflTEi I o oFf AI AT - Al AZ A2 ISLAND _VENTING SEE DETAIL :IIIIIIoliHI11 LINT NECf 10 ODOR V 0 C DOOR REI1 _ o'AFF - �--- 3 VENT CONNECTION EXISiTING, � CGORDTNATE ±OCATION — Al" ( „TI-ME;OF- CONSTRUCTION. o C v C C 6 SODA LINE; V - SIZE AND EXACT LOCATION PRIOR TO CONSTRUCTION. EXIST#NQ - NASTE 1L11 E� VER FY WASTE CONNECTION, Q9 DRD NATE LOCATION f-P1y IME OF FIST U TIOI'. 0,J PLUMBING PLAN WASTE 8c VENT SCALE: 1/4" = 1' -0" A2 I._ \I xri ..�v A NORTH INE—ERAX H MRCS No nnums VPSIREN1 n LONG TI1 "J NIM SPECIAL ISLAND VENTING FA/ERIFY LOCATION, ITEM Auld CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION 2 —7 A 1 1_..... r 0J FOOT VENT 1 —I /r I HOPoZONTAL ORAw r EXISTING GREAS ;STE LINE, VER F _uN . VERIFY SIZE AND EXA T 7 AI A1 - -- - ` QOrATION � F� ' s7. I�iSTRU � , A7 A2 0 F2 F2 U PARTS or TIE FUXR L EELOW MON PIPE SIZES WM. PIPE SING SHALL BE AS REQUIRED SY THE COOS AND As NO1EO ON PLANS REFER TO SEOTO 909,0 Of TIE 200.1 UPC FOR COMPLETE RECAIRELOFTS FOR SFECTN. roam VERIFY ALL CONNECTIONS TO EXISTING MALL GREASE WAY, COORDINATE LOCATION & INNERS AT TIME OE ONSTUCTION, VERIFSY CONNECT ALL INDIRECT DRAINS PER KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION v A2 tJ All 0 J OO J F2 CODE COMPLIANCE APPROVEI M AY - 5 2008 City Of Tukwila �III�IN� ® IS1C� REVISION n9; 1 p&og 018 F2 0 F2 RECE 51F APR 09 ZUUd PERMIT CENTEA Abossein Engineering MECHANICAL - ELECTRICAL CIVIL - FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH; (425) 462-9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.coro Website: mi .abossein,com Isommn 8/10/08 /3\ 02/14/08 Job No,: 01/8/08 PERMIT SET /2\ 02/1/08 LANDLORD REVIEW #2 /4 \(4) 032808 CD1 P02 (OF 3) 27216 Date: 12/12/07 24 1 w i ! 4 I N _ 1 u CONNECT WITH STORM AT GRID 5 COORDINATE WITH CIVIL AND MALL, (VERIFY) PLUMBING PLAN PLANTER DRAINS SCALE; 1/4" = 1' -0 ( T DISHWASHER WASTE PIPING 1 c BE CAST IRON. (DO NOT i EONNCT JFO GREASE WAY.) � NORTH i �4 E� R CAL SF 0 FO - . ' EA_TR R QUIR tEI EXIST!! WASTE G GREASE LINE 1VERIFY MaI -P -_A a 'EASE PIPING 17 -70— CAST IRON. fl TflTEi I o oFf AI AT - Al AZ A2 ISLAND _VENTING SEE DETAIL :IIIIIIoliHI11 LINT NECf 10 ODOR V 0 C DOOR REI1 _ o'AFF - �--- 3 VENT CONNECTION EXISiTING, � CGORDTNATE ±OCATION — Al" ( „TI-ME;OF- CONSTRUCTION. o C v C C 6 SODA LINE; V - SIZE AND EXACT LOCATION PRIOR TO CONSTRUCTION. EXIST#NQ - NASTE 1L11 E� VER FY WASTE CONNECTION, Q9 DRD NATE LOCATION f-P1y IME OF FIST U TIOI'. 0,J PLUMBING PLAN WASTE 8c VENT SCALE: 1/4" = 1' -0" A2 I._ \I xri ..�v A NORTH INE—ERAX H MRCS No nnums VPSIREN1 n LONG TI1 "J NIM SPECIAL ISLAND VENTING FA/ERIFY LOCATION, ITEM Auld CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION 2 —7 A 1 1_..... r 0J FOOT VENT 1 —I /r I HOPoZONTAL ORAw r EXISTING GREAS ;STE LINE, VER F _uN . VERIFY SIZE AND EXA T 7 AI A1 - -- - ` QOrATION � F� ' s7. I�iSTRU � , A7 A2 0 F2 F2 U PARTS or TIE FUXR L EELOW MON PIPE SIZES WM. PIPE SING SHALL BE AS REQUIRED SY THE COOS AND As NO1EO ON PLANS REFER TO SEOTO 909,0 Of TIE 200.1 UPC FOR COMPLETE RECAIRELOFTS FOR SFECTN. roam VERIFY ALL CONNECTIONS TO EXISTING MALL GREASE WAY, COORDINATE LOCATION & INNERS AT TIME OE ONSTUCTION, VERIFSY CONNECT ALL INDIRECT DRAINS PER KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION v A2 tJ All 0 J OO J F2 CODE COMPLIANCE APPROVEI M AY - 5 2008 City Of Tukwila �III�IN� ® IS1C� REVISION n9; 1 p&og 018 F2 0 F2 RECE 51F APR 09 ZUUd PERMIT CENTEA Abossein Engineering MECHANICAL - ELECTRICAL CIVIL - FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH; (425) 462-9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.coro Website: mi .abossein,com Isommn 8/10/08 /3\ 02/14/08 Job No,: 01/8/08 PERMIT SET /2\ 02/1/08 LANDLORD REVIEW #2 /4 \(4) 032808 CD1 P02 (OF 3) 27216 Date: 12/12/07 PLUMBING FIXTURE UNITS FIXTURE TYPE NUMBER OF FIXTURES WATER LOAD WASTE LOAD WATER FU PER FIXTURE TOTAL WATER F_U.(C.W_&H.W_) FIXTURE C.W. F.U. FIXTURE H.W. F.U. WASTE F.U. PER FIXTURE TOTAL WASTE F.U. WATER CLOSET (FLUSH VALVE) 3 5 15 15 — 4 12 URINAL (WATERLESS) I — — — — 2 2 LAVATORY 2 1 2 1.5 1.5 1 2 MOP SINK 1 3 3 215 2,25 3 3 PREP SINK (INDIRECT WASTE TO FS) 1 2 2 1.5 1.5 2 2 DISHWASHER (INDIRECT WASTE TO FS) 1 2 2 — 2 2 2 3 —COMP. SINK 2 2 4 3 3 4 4 2 —COMP. SINK 1 2 1.5 1,125 1.125 2 2 DROP IN SINK (INDIRECT WASTE TO FS) 4 2 2 3 3 1 4 FLOOR DRAIN 6 — — — — 2 12 FLOOR SINK 8 — — — — 1 3 (LESS DISHWASHER, PREP SINK, DROP IN SINK) SYRUP SYSTEM 1 6 6 6 — — — HAND SINK 3 1 3 2.25 2.25 1 3 COFFEE/TEA — BREWER MACHINE 1 1 1 1 — — — ICE MACHINE 1 3 2 2 — — — TOTAL WATER & WASTE FIXTURE UNITS 43.5 38.625 16.625 46 GATE VALVE GATE VALVE / THREE WAY DRAIN AND FILL VALVE (ALL 112' N.P.T.) 1/2" COLD WATER SUPPLY WITH SHUT -OFF & BACKFLOW PREVENTER NO SCALE 1 RF- DRAIN 1 -1/2' N.P.T. ROOF AND TRUSSES Q:IP7 WAY DRAIN VALVE NORMALLY OPEN (ALL 1- 1 /2 "N.P.T.) INSTALL PER MANUFACTURE INSTALLATI ❑N GUIDE LINES. CLG.(VERIFY) 1 FILL /DRAIN KIT DETAIL MAU — �q .E3} ( n IRRAGATION_ STUB FOR FUTURE USE APPOVED BACKFLOW ICE BROKEN OUT VIEW SCALE: 1/4" = 1' -0" een Z3F.9$ :4. -- -- •140F DUMB t - 1 go ULM Nati Evro E LI M re Pl' 9OMBH 899MBH .J WH -1 SEE DETAIL P01 FOR LAYOUT — L� (2)4s- —, L D DIRECT VENT F R WATER HEATE TO ROOF (INSTALL PTR MFG. GUIDELI ES.) 7 M BH MAX 1_ .W_ L. EXISTIN 3" WAT CONNE( I VERIFY/ (-- SIZE, _Q ATION IAN I ( PRESSURE PRIOR � TPBI1jIIG. y/1.25"/ 295MBH 186MBH 45MBH M UAL 1 550MBH l — - 12or 1 475'MRI - r H MANUAL A I[) {4 TOMATICI COOKLINE GASHHlTO-F VALVE BELOW pEILING. PIPE ON RO `F I I 1374MBH r VERIFY LOCAT.JON & CONNECT TC/ EXISTING 1'" MEDIUM PRESSURE GAS STUB. MPG GAS 6EGULATOR, B ULL SIZE P R LOCAL JU OUTSIDE RISDICTION. - --' 140E — — 140F' HWR I » 1 0.5 72" CW & 1 72" DRAIN TO MAKE -UP AIR. SEE DETAIL THIS SHEET GJP3 r 1.25/ L PLUMBING PLAN WATER ec GAS SCALE: 1/4" = 1' -0" VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION 150MBH PIPE ON ROOF PIPE ON ROOF 0 0 RTU- -1 NORTH J - (4470 -- FLU — & — Co) 4 :. VENT ti ACCORDING Ter - MFQ. -_ LISTINGS) I . • •■ ;— 1 f � i""I�QT & CO c ( 1 < WATE,R NDER RL , • ni 10.5 "1 L __....__ ._--_-.. __..._ 1 ► � i __ _ je' _. .__. [,__/__. - _ SEE BROKEN OUT VIEW FOR CONTINUATION r S J U REVISION NQ:L ?&08oIB • THRU SHAFT. (INSTALL STRICTLY -N F�M ANY AIR INTAKE COD APPROVE MAY - 5 20 I City Of TukW Ij G ' RECEIVED 09 2006 PERMIT CENTS -, Abossein Engineering MECHANICAL - ELECTRICAL CPI - FIRE PROTECTION -ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice@abossein,com Website: WWW.abosseiu,com IORRES 8/10/08 /3 \02/14/08 A01 /8/08 PERMIT SET A 02/1/08 LANDLORD REVIEW #2 A(4) 032808 CD1 Job No.: 27216 Date: 12/12/07 P03 (OF 3) DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATION: HWCP -1 HWCP -2 ZONE: KITCHEN (120') KITCHEN (140') MANUFACTURER: BELL & GOSSETT BELL & GOSSETT MODEL: SERIES PR SERIES PR TYPE: INLINE INLINE G.P.M.: 10 10 HEAD (FT -H20): 10 10 RPM: 1725 1725 MOTOR: 1/6 1/6 VOLTAGE: 115 115 PHASE: 1 1 WEIGHT (LBS): 32 32 REMARKS: (1) (1) (1) ALL BRONZE PUMP, 125 PSI MIN. RATED. (2) EACH PUMP TO SERVE ONE SECTION OF KITCHEN TOTAL OF 2 ZONES. PLUMBING FIXTURE CONNECTION SCHEDULE DESIG: ITEM: TRAP: WASTE: VENT: CW: HW: P1 WATER CLOSET (FV) 3" 4" 2" 1" - P1A WATER CLOSET (ADA)(FV) 3" 4" 2" 1" - P2 LAVATORY (COUNTER) 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" P3 URINAL 2" 2" 1-1/2" 3/4" - D1 FLOOR DRAIN 3" 3" 1 -1/2" - - D2 FUNNEL FLOOR DRAIN 3" 3" 1 -1/2" - - D3 FLOOR SINK 3" 3" 1-1/2" - - D4 FLOOR SINK 4" 4" 2" - - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER CONSERVATION ACT REQUIREMENTS. (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. GAS WATER HEATER SCHEDULE the v_C DESIGNATION: WH -1 _ ZONE: BUILDING MANUFACTURER: A.O. SMITH CYCLONE XHE D MODEL: BTH -199 GAS TYPE: NATURAL GAS INPUT (MBH): 200 VOLTAGE: 120 PHASE: 1 SHIPPING WEIGHT (LBS): 438 CAP. U.S. GAL. 100 LISTING: UL REMARKS: (1)(2)(3) NOTES: (1) WITH P/T VALVE, SEALED COMBUSTION DIRECT VENTING. (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) WATER HEATERS SHALL BE ASME LISTED WHERE REQUIRED BY THE LOCAL /STATE JURISDICTIONS. (4) VENT & INTAKE WITH 4 "0 PVC PIPE SUPPLIED BY MANUFACTURE. (5) INSTALL PER MANUFACTURE REQUIREMENTS AND RECOMMENDATIONS. PLUMBING GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATI ❑NS AS ADOPTED BY LOCAL JURISDICTI ❑NS. 2) ALL EQUIPMENT /FIXTURES SHALL BE THE CAPACITY AND TYPES AS SHOWN ON THE PLUMBING SCHEDULE AND SHALL BE THE LISTED MANUFACTURER AND MODEL NUMBER OR SHALL BE AN EQUAL APPROVED BY THE OWNER /ENGINEER. 3) THE CONTRACTOR SHALL SUBMIT MINIMUM OF 6 C ❑PIES OF EQUIPMENT /FIXTURE SUBMITTALS FOR APPROVAL. 4) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRI ❑R TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 5) ALL EQUIPMENT /FIXTURES SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY.N❑ WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 6) ENTIRE INSTALLATI ❑N OF ALL EQUIPMENT, FIXTURES, PIPING, PLUMBING AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 7) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 8) PLUMBING CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTI ❑N. 9) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE WATER - BALANCING AND PUT ALL PLUMBING SYSTEMS IN OPERATION. 10) AIR - CONDITIONING UNIT C ❑IL WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP (3° MIN. SEAL) FOR THE CONDENSATE PAN. DISCHARGE CONDENSATE DRAIN TO INDIRECT WASTE OR APPRROVED L❑CATI ❑N. 11) PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT ROUTING OF THE PLUMBING SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE PLUMBING SYSTEM READY FOR OWNER'S BENEFICIAL USE. 12) THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COSTS REQUIRED FOR ALL THE PIPING TO MEET THE PIPE SIZES PER THE 2006 UNIFORM PLUMBING CODES TABLES 6 -4 & 7 -3. 13) SEE ARCHITECTURAL DRAWINGS AND SPECIFICATI ❑NS FOR ADDITIONAL SCOPE OF WORK, INSTRUCTION TO BIDDERS AND EXACT L ❑CATION OF ALL FIXTURES. 14) PLUMBING CONTRACTOR SHALL INSTALL ALL HOT AND COLD WATER PIPING WITHIN THE HEATED AREAS FOR FREEZE PROTECTION. 15) COORDINATE EXACT L❑CATI ❑N OF ALL EQUIPMENT, FIXTURES, PIPING, ETC. AND PENETRATIONS WITH THE ARCHITECTURAL, STRUCTURAL AND AT SITE. 16) ALL APPLICABLE CODES AND LOCAL JURISDICTI ❑N REGULATI ❑NS SHALL SUPERSEDE THE C❑NSTRUCTI ❑N DOCUMENTS IF THEY ARE MORE STRINGENT. 17) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. 18) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. 19) INSTALL CLEAN❑UTS PER 2006 UPC SECTI ❑N 707 AND AS REQUIRED BY L ❑CAI_ JURISDICTI ❑NS. 20) PIPE MATERIAL: COLD WATER & HOT WATER COPPER 'L° (ABOVE GR❑UND)(LEAD FREE) COLD WATER & HOT WATER COPPER "L' (UNDERGROUND)(LEAD FREE) WASTE AND VENT CAST IRON, DWV COPPER, ABS. NOTE: JOINTS AND METHOD OF C❑NNECTI ❑NS SHALL BE PER THE UPC - CHAPTER #14, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. 21) PIPE INSULATION: COLD WATER - 1/2' INSULATI ❑N WITH VAPOR BARRIER JACKETS. HOT WATER - 1/2° INSULATION WITH VAPOR BARRIER JACKETS FOR RUNOUTS UP TO 12 FEET AND 1' INSULATION FOR ALL PIPING UP TO 2° DIAMETER. UNDERGROUND PIPING WITH 1/2' CLOSED CELL FOAM INSULATION. 22) PIPE HANGERS AND SUPPORTS: PIPE HANGERS AND SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH THE UPC - SECTI ❑N 314.0 AND PIPE MANUFACTURERS RECOMMENDATI ❑NS. ALL PIPES SHALL BE SEISMICALLY RESTRAINED PER LATEST EDITION OF S.M.A.C.N.A. SEISMIC RESTRAINT MANUAL AND AS REQUIRED BY LOCAL JURISDICTI ❑N. 23) DOMESTIC HOT WATER SYSTEM SHALL BE SET FOR 120 °F. 24) ALL MATERIALS USED SHALL BE NEW AND BEAR U.L. LABEL WHEN REQUIRED. 25) FINAL AS BUILT DRAWINGS SHALL BE SUBMITTED TO ENGINEER /OWNER, 26) ALL OPENINGS AND PENETRATIONS THROUGH ROOF AND/OR WALLS SHALL BE PROPERLY SEALED, WEATHERTIGHT, AND AESTHETICALLY ACCEPTABLE. THE CONTRACTOR SHALL USE THE EXISTING ROOFTOP OPENINGS FOR DUCT PENETRATI ❑NS INTO TENANT SPACE. 27) ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATI ❑N OF NEW EQUIPMENT, FIXTURES AND PIPING TO BE BY CONTRACTOR. 28) ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS PER HEALTH DEPARTMENT. PLUMBING FIXTURE SCHEDULE P1: WATER CLOSET, AMERICAN STANDARD 2168.100, (HANDICAPPED) 17" HIGH, FLOOR MOUNTED, BOTTOM OUTLET, 1.6 GPF FLUSH TANK, PRESSURE ASSISTED, VITREOUS CHINA, WATER SAVER, SIPHON JET, ELONGATED BOWL WITH FLUSHING ASSEMBLY ON WIDE SIDE OF ACCESS. INCLUDES BOLT CAPS, WING NUTS, CHURCH OPEN FRONT SEAT WITHOUT LID AND SUPPLY FITTINGS WITH STOP. P2: LAVATORY COUNTERTOP, AMERICAN STANDARD 3004.207, 20"X17 ", ENAMELED STEEL WITH SYMMONS S -20 -2 FAUCET AND FIXED GRID STRAINER, LAVATORY DRAIN, TRAP AND SUPPLIES. P3: URINAL, AMERICAN STANDARD 6601.012 VITREOUS CHINA, 1.0 GPF, SLOAN 180 -1 FLUSH VALVE, ADA HANDLE, INSTALL AT HANDICAPPED HEIGHT. D1: FLOOR DRAIN, WADE 1100, CAST IRON BODY, 5" DIAMETER NICKEL BRONZE WITH FLASHING FLANGE AND CLAMPING COLLAR TO SUIT FLOOR STRUCTURE WITH FUNNEL. PROVIDE WITH 1/2" TRAP PRIMER CONNECTION. D2: FUNNEL FLOOR DRAIN, WADE 1100, CAST IRON BODY, 5" DIAMETER NICKEL BRONZE WITH FLASHING FLANGE AND CLAMPING COLLAR TO SUIT FLOOR STRUCTURE WITH FUNNEL. PROVIDE WITH 1/2" TRAP PRIMER CONNECTION. D3: FLOOR SINK, WADE 9110, CAST IRON, SQUARE SUMP, DOME STRAINER, 8 "X8" WITH OPEN, HALF OR FULL SATIN NICKEL BRONZE TOP GRATE COVER AS REQUIRED. D4: SAME AS "D3" EXCEPT WITH 4" DRAIN. NOTES: 1) SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITIES OF ALL THE PLUMBING FIXTURES AND DIFFERENT TYPES. 2) SEE ARCHITECTURAL PLANS TO DETERMINE EXACT CONFIGURATION AND ORIENTATION OF EACH FIXTURE. 3) ALL FIXTURES SHALL MEET THE STATE WATER CONSERVATION ACT REQUIREMENTS. 4) EXPOSED PIPES FOR HANDICAPPED LAVATORIES SHALL HAVE INSULATION JACKETS (HANDI -LAV- -GUARD OR EQUAL). OFFSET EXPOSED P -TRAPS FOR CLEARANCE FOR HANDICAPPED ACCESS_ 5) ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO ALL STRAINERS, DRAINS AND STOPS, WING NUTS, ETC. 6) ALL EXPOSED P -TRAPS SHALL BE CHROME. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING/CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT_ 5. NOTE THAT THE LANDLORD SHALL PROVIDE THE FIRST 10 TONS OR TWO 5 TON UNITS OF COOLING (OHP -1 AND OHP -2). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAST 5 TON UNIT (OHP -3) INSTALLATION AND ALL CONNECTIONS. COORDINATE WITH LANDLORD 'FOR EXACT LOCATION OF OUTDOOR HEATPUMPS IN GARAGE, SUPPORT METHODS AND COORDINATE RESPONSIBILITY FOR ELECTRICAL CONNECTION AND REFRIGERATION PIPING (INCLUDES SUPPORT, INSULATION, SOLENOID VALVES, FILTER DRIER, ETC.) FOR OHP -3. COORDINATE STUB -OUT LOCATIONS FOR REFRIGERANT PIPING. FILE Permit No. Plar review approval is subject to errors Approval of construction aVon of any a code v-. s q -1 r�: ,►'� 4 E ! City of Tukwila BUILDING DIVISION SEPARATE PERM I P� REQUIRED FOR: {, E7 echan cal Electrical D plumbing I D Gas CIty VI T�-.,�' k' l ia !BLiu ;':,/hill N omissions. not authorize . Re>ipl PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE CW [WH -11 FFD FS 0 0 FD GD PD DD I RD /OF AD 0 FCO ---- WCO ZGCO PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 0.5" 1/2" PIPE SIZE 0.75" 3/4" PIPE SIZE 1" 1" PIPE SIZE 1.25" 1 -1/4" PIPE SIZE 1.5" 1 -1/2" PIPE SIZE 2" 2" PIPE SIZE 2.5" 2 -1/2" PIPE SIZE 3" 3" PIPE SIZE 0- 0 -0- PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL FW —14D'F HWR GW RL -MPG G CD [ cwl [ NW] 0 -cD CI -- SR VTR (? VTR RPBP PRV DESCRIPTION COLD WATER FILTERED WATER HOT WATER HOT WATER (140'F) HOT WATER RETURN VENT WASTE, SANITARY BURIED WASTE, SANITARY WASTE, GREASE RAIN LEADER GAS (±2PSIG) GAS (7 IN -W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT -OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE SYMMONS- TEMPCONTROL (OR EQUAL) PRESSURE BALANCED MIX. VA TO DISHWASHER HWS -140'F Fam ANCHOR WATER HEATERS TO FLOOR STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC -1310. 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #SS009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER HWS -120'F TO FIXTURES DOUBLE CHECK VALVE OR BACKFLOW PREVENTER PER LOCAL JRSD. AMTROL ST -25V EXPANSION TANK WITH BUTYL BLADDER TFERM@€T DRIP PAN /DRAIN TO FUNNEL FLOOR DRAIN THERMOMETER HWS 1 - 1/2" CW DRAIN VA. MOUNTING (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) SCHEMATIC KITCHEN WATER HEATER DETAIL NO SCALE P BACKFLOW PEE VENTER NOTES ' 2) VALVES TO BE LINE SIZE. 3) INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A) Y" DCVA AT ICE MAKER B) 1 Y"DCVA AT WATER HEATER C) 4" AVB INTEGRAL FAUCET AT MOP SINK D) Y2 "RPBA (SS009QT) AT BEVERAGE BAR /CARBONATOR (PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING) 4) BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006 SECTION 603.3.4 RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. 1 FWH - 11 CORRECTION T &P VA. [ SEISMIC PROOF FLEX. CONN. (METRALOOP IOR EQUAL) 4 1 GAS TRAP FLOOR DISCH. RELIEF FULL SIZE 6" ABOVE FUNNEL FLOOR DRAIN OR APPROVED LOCATION BY LOCAL JURISDICTION FEB 15 2008 PLAN INDEX P1 PLUMBING NOTES LEGENDS, SCHEDULES AND DETAILS P2 PLUMBING WASTE AND VENT P3 PLUMBING WATER AND GAS ?GO8 o'8 Abossein Engineering MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E - Mail: cservice@abossein.com ifebsite: inmabossein.com EXPIRES 8/10/08 Revisions: cn Q Z a < 1 z 00 Q Cn Gq Z qa 1..a w�w a acn A A 01/8/C8 PERMIT SET n02/1/08 LANDLORD REVIEW #2 02/14/08 n Job No.: 27216 Date: 12/12/07 P01 (OF 3) PLUMBING FIXTURE UNITS FIXTURE TYPE NUMBER OF FIXTURES WATER LOAD WASTE LOAD WATER FU PER FIXTURE TOTAL WATER F.U.(C.W.&H.W.) FIXTURE C.W. F.U. FIXTURE H.W. F U. WASTE F.U. PER FIXTURE TOTAL WASTE F.U. WATER CLOSET (FLUSH VALVE) 3 5 15 15 - 4 12 URINAL (WATERLESS) 1 - - - - 2 2 LAVATORY 2 1 2 1.5 1.5 1 2 MOP SINK 1 3 3 2.25 2.25 3 .3 PREP SINK (INDIRECT WASTE TO FS) 1 2 2 1.5 1.5 2 2 DISHWASHER (INDIRECT WASTE TO FS) 1 2 2 - 2 2 2 3 -COMP. SINK 2 2 4 3 3 4 4 2 -COMP. SINK 1 2 1.5 1.125 1.125 2 2 DROP IN SINK (INDIRECT WASTE TO FS) 4 2 2 3 3 1 4 FLOOR DRAIN 6 - - - - 2 12 FLOOR SINK 8 - - - - 1 3 (LESS DISHWASHER, PREP SINK, DROP IN SINK) SYRUP SYSTEM 1 6 6 6 - - - HAND SINK .3 1 3 2.25 225 1 .3 COFFEE /TEA - BREWER MACHINE 1 1 1 1 - - - ICE MACHINE 1 3 2 2 - - - • TOTAL WATER & WASTE FIXTURE UNITS 43.5 .38.625 16.625 46 Q TE CONNECT 0 r ?1OtAT N 0 DISHWASHER WASTE PIPING TO BE CAST; IRON. (Dp NOT CONNECT TO GREA WAY.); EXISTING' GREASE WAaTE LINE, VERI i5• Itm - ry f4 . ZINalsfaggMM Nwps=44 2: DI SHWAS , �' W GREASE •F 1G — PIPIN I EXISTING, _ -- O 6" SODA LINE. VERI SIZE AND EXACT LOCATION PRIOR TO CONSTRUCTION- .77_71-7-3174 EXISTING WASTg LUN l�FR4FY._ -- _ RT AT TIME SUCTION. 0 FISTING GREA' E Vy Lr 1;uu • un VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION �DA AND �11vEfiyt�� IZEE C. LOCATION PRIOR TO CONSTRUCTION. -.. _.- -_ EXISTING GREASE 11 VENT B LOW BAR. VERIFY ALL CONNECTIONS TO EXISTING MALL GREASE WAY, COORDINATE LOCATION & INVERT AT TIME OE VERIFY AND CONNECT ALL INDIRECT DRAINS PER KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION J L PLUMBING PLAN WASTE & VENT SCALE: 1/4" = 1' -0" NORTH .r r ?j,oBOl6 h FEB 15 2008 (lEY MAP) $IT LOCFATIGN i r Ik y ` \ fP R �IT Ard s ! Y l.., f •. e G� t (�" ".� F, fti'1 r.:Ss`"� `r`"' �l f 1 MECHANICAL — ELECTRICAL FIRE PROTECTION — ENERGY 2100 112TH AVE. NE BELLEVL E, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cseroicekbossein.com Website: i iwabossein.com IXPIRES 8/10/08 n Abossein Engineering P02 (OF 3) Revisions: A01/8/08 PERMIT SET / L X 02/1/08 LANDLORD REVIEW #2 A\ 02/14/08 Job No.: 27216 Date: 12/12/07 r Q TE CONNECT 0 r ?1OtAT N 0 DISHWASHER WASTE PIPING TO BE CAST; IRON. (Dp NOT CONNECT TO GREA WAY.); EXISTING' GREASE WAaTE LINE, VERI i5• Itm - ry f4 . ZINalsfaggMM Nwps=44 2: DI SHWAS , �' W GREASE •F 1G — PIPIN I EXISTING, _ -- O 6" SODA LINE. VERI SIZE AND EXACT LOCATION PRIOR TO CONSTRUCTION- .77_71-7-3174 EXISTING WASTg LUN l�FR4FY._ -- _ RT AT TIME SUCTION. 0 FISTING GREA' E Vy Lr 1;uu • un VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION �DA AND �11vEfiyt�� IZEE C. LOCATION PRIOR TO CONSTRUCTION. -.. _.- -_ EXISTING GREASE 11 VENT B LOW BAR. VERIFY ALL CONNECTIONS TO EXISTING MALL GREASE WAY, COORDINATE LOCATION & INVERT AT TIME OE VERIFY AND CONNECT ALL INDIRECT DRAINS PER KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION J L PLUMBING PLAN WASTE & VENT SCALE: 1/4" = 1' -0" NORTH .r r ?j,oBOl6 h FEB 15 2008 (lEY MAP) $IT LOCFATIGN i r Ik y ` \ fP R �IT Ard s ! Y l.., f •. e G� t (�" ".� F, fti'1 r.:Ss`"� `r`"' �l f 1 MECHANICAL — ELECTRICAL FIRE PROTECTION — ENERGY 2100 112TH AVE. NE BELLEVL E, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cseroicekbossein.com Website: i iwabossein.com IXPIRES 8/10/08 n Abossein Engineering P02 (OF 3) Revisions: A01/8/08 PERMIT SET / L X 02/1/08 LANDLORD REVIEW #2 A\ 02/14/08 Job No.: 27216 Date: 12/12/07 PLUMBING FIXTURE UNITS FIXTURE TYPE NUMBER OF FIXTURES WATER LOAD WASTE LOAD WATER FU PER FIXTURE TOTAL WATER F_U_(C_W_&H_W_) FIXTURE C.W. F_U_ FIXTURE KW. F.U. WASTE F.U. PER FIXTURE TOTAL WASTE F. U_ WATER CLOSET (FLUSH VALVE) 3 5 15 15 — 4 12 URINAL (WATERLESS) 1 — — .— — 2 2 LAVATORY 2 1 2 1.5 1.5 1 2 MOP SINK 1 3 3 225 2-25 3 3 PREP SINK (INDIRECT WASTE TO FS) 1 2 2 1.5 1.5 2 2 DISHWASHER (INDIRECT WASTE TO FS) 1 2 2 — 2 2 2 3 —COMP. SINK 2 2 4 3 3 4 4 2 —COMP. SINK 1 2 1.5 1.125 1.125 2 2 DROP IN SINK (INDIRECT WASTE TO FS) 4 2 2 3 .3 1 4 FLOOR DRAIN 6 — — — — 2 12 FLOOR SINK 8 — — — — 1 3 (LESS DISHWASHER, PREP SINK, DROP IN SINK) SYRUP SYSTEM 1 6 6 6 — — — HAND SINK 3 1 3 2.25 2.25 1 3 COFFEE /TEA — BREWER MACHINE 1 1 1 1 — — -- ICE MACHINE 1 3 2 2 — — — TOTAL WATER & WASTE FIXTURE UNITS 43.5 38.625 16.625 46 GATE VALVE GATE VALVE NO SCALE L 1 J RF i THREE WAY DRAIN AND FILL VALVE (ALL 1/2" N.P.T.) 1/2" COLD WATER SUPPLY WITH SHUT -OFF & BACKFL ❑W PREVENTER DRAIN 1 -1/2' N.P.T. \-R::Y AND TRUSSES ...*-------- WAY DRAIN VALVE NORMALLY OPEN (ALL 1- 1 /2'N.P.T.) INSTALL PER MANUFACTURE INSTALLATI ❑N GUIDE LINES. CLG.(VERIFY) MAU -1 FILL /DRAIN KIT DETAIL /q1 a +2„ BALED DIRECT VENTl FOR WATER HEATER TO ROOF (INSTALL PER MFG. GUIDELINES.) v e: 4! L ►`�C� 24 p 90MBH 295MBH 186MBH 899MBH ATION iN PRIO I G. DETAIL P01 FOR LAYOUT iO A iJ l r; PUS : 2 - 75MBH MAX EXISTU4 CONN -/ PRESS TP BI 550MBH / 2 "A U4 = =,1 r;i PIPE ON _ O _ — -- — — 120F' • - r• , • • 7 A" ,,•', : r ---- _._-- - - -. -- - -- O L 1 J L J t _H9: 1374MBH -sr- — — — — ` RqOF 4 I ; VERIFY LOC ON &y QNN.ECT. T( EXISTING 1 " EDIUM PRESSURE GAS S UB 2.5" P_C,A.S-EGULAT VENT UI_L SIZ [TO OUTSIDE OR P R LOCAL JURISDICTION_ 1 L_ W1 r 120P -- — — /1 -25/ L VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION PLUMBING PLAN WATER CAS SCALE: 1/4" = 1' -0" 71 p AI , _ • LTA rry:a.run r r, ,1 :1 ,1 -7) ( 4 L 72" CW & 1—Y2" DRAIN TO MAKE -UP AIR. SEE DETAIL THIS SHEET GJP3 r 150MBH PIPE ON ROOF PIPE ON ROOF RTU -1 NORTH 0 f Al") l ; f I . .51 - 2 HOT' I & COLI' WATER /UNDER AR r — 1 1 2 n - -_ 2_ -FL C-0 p. VENT T . ROOF .TH.R. SHAFT. � ��� �4�9 -" 1 � �; s § : (INSTALL STRICTLY 1 ACCORDING T0 - M- -FG-.L LISTINGS) , TE1 - - FEET AWAY FROM ANY AIR INTAKE L � — ` .— l J)-ETS.. �- � J FEB 15 2008 l• ( / . 1 i7 i Abossein Engineering MECHANICAL - ELECTRICAL EIRE PROTETION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.com �ebsite: n.abossein.com EP 8/10/08 4 i) cb 4 4 i a Revisions: / \ 02/14/08 A 4 cd A01/8/08 PERMIT SET P03 (OF 3) A\ 02/1/08 LANDLORD REVIEW #2 Job No.: 27216 Date: 12/12/07