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Home My WebLink AboutPermit PG13-091 - BUFFALO WILD WINGS - ALTERATIONBUFFALO WILD WINGS 295 TUKWILA PKWY PG13-091 City okukwila f Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 9202470100 Address: 295 TUKWILA PY TUKW Project Name: BUFFALO WILD WINGS PLUMBING/GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG13-091 10/01/2013 03/30/2014 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: Address: Email: JARED TAYLOR 10 S GRANT , ROSEVILLE CA 95401 JARED@GOLDENPD.COM Contractor: Name: SERVICE PLUMBING & HEATING INC Address: 2100 196TH ST SW , LYNNWOOD WA 98036 Contractor License No: SERVIPH953QD Phone: 805 440-7537 Phone: (425)640-2121 Expiration Date: 11/11/2013 DESCRIPTION OF WORK: ABOVE THE SLAB PLUMBING AND GAS PIPING AND KITCHEN WORK. SEE ALSO PG 13-073 NO SANITARY SEWER WORK OUTSIDE OF THE PERMITTED UNDER THIS PLUMBING PERMIT. FOR NEW RESTAURANT TO INCLUDE RESTROOMS BUILDING INCLUDING GREASE INTERCEPTOR IS Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature I hereby certify that I have read and governing this work will be complie $30,000.00 $630.00 Uniform Plumbing Code Edition: International Fuel Gas Code Edition: 2009 2009 Date: D exami ed this permit and know the same to be true and correct. All provisions of law and ordinances with, hether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. d.... 1 In!n A/1/1 P( 1 Q_no1 Printari• 1n_n1_7n1 PERMIT CONDITIONS Permit No. PG 13-091 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 14: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 15: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 16: Sanitary side sewers shall be 6 -inch min. and no outside sanitary sewer work including 3 -inch waste vent is permitted under this Plumbing Permit. Sanitary sewer work outside of the Building shall be part of a future Building Permit (or) Public Works Permit. 17: Grease Interceptor installation is not permitted under this Plumbing Permit. Grease Intercpetor shall be part of future Building Permit (or) future Public Works permit. doc: UPC -4/10 PG 13-091 Printed: 10-01-2013 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd. Suite 100 Tukwila, IVA 98/88 http://ww•w.TukwilaW A.gov PIu m bing/ras Permit'No. Project No. f Date Application Accepted: C(.#1)1.--. 13 I2- -13 Date Application Expires: (For once use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** 'SITE LOCATION King Co Assessor's Tax No.: 9202470100 Site Address: Tikwila Parkway Suite Number: Floor: 1 Tenant Name: Buffalo Wild Wings P,RQPERTY OWNER . Name: Terry Womack Name: Northwest Westfield Southcenter Address: 10 S Grant Street Address: 2800 Southcenter City: Roseville State: CA City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Terry Womack Address: 10 S Grant Street City: Roseville State: CA Zip: 95678 Phone: (858) 652-0336 Fax: Email: terry@goldenpd.com State: New Tenant: Yes ❑ ..No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 80,000 Scope of Work (please provide detailed information): Demolition of existing building. The existing building pad will remain and new exterior walls and roof will be constructed with a new fire sprinkler system. The new tenant will be a full service sit down restaurant with outdoor patio. Building Use (per Int'I Building Code)- Restaurant Occupancy (per lnt'1 Building Code): A2 Utility Purveyor: Water: City of Tukwila H:\Applications\Forms-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8.9.11.docx Revised: August 2011 bh Sewer: City of Tukwila Page 1 of 2 M • Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap 0 Sinks 0 Rain water system — per drain (inside building) 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets/outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 1 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 0 Lavatory 0 Urinal 0 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 1 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 0 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 10 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 0 Receptor, indirect waste 0 Building sewer and each trailer park sewer 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 PERMIT APPLICATION NOTES - 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. The Building Official may grant one extension of time for an additional period not to exceed 186 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International 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.DWAUTHORIZED AGENT: Signature: Print Name: Terry Womack Mailing Address: 10 S. Grant Street H:\Applications\Forms-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Date: 05/08/2013 Day Telephone: (858) 652-0336 Roseville CA 95678 City State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.gov Parcel No.: 9202470100 Address: 295 TUKWILA PY TUKW Suite No: Applicant: BUFFALO WILD WINGS RECEIPT Permit Number: PG13-091 Status: APPROVED Applied Date: 06/24/2013 Issue Date: Receipt No.: R13-02784 Initials: User ID: JEM 1165 Payment Amount: $504.00 Payment Date: 10/01/2013 12:25 PM Balance: $0.00 Payee: SERVICE PLUMBING & HEATING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6154 504.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.00 131.25 000.322.103.00.00 372.75 Total: $504.00 dr,-• Roroint-(1A Printed: 10-01-2013 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470100 Permit Number: PG13-091 Address: 225 TUKWILA PY TUKW Status: PENDING Suite No: Applied Date: 06/24/2013 Applicant: BUFFALO WILD WINGS Issue Date: Receipt No.: R13-01946 Payment Amount: $254.62 Initials: JEM Payment Date: 06/24/2013 09:35 AM User ID: 1165 Balance: $1,018.50 Payee: JACOB FLYNN, GOLDEN PROP DEV LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02696G ACCOUNT ITEM LIST: Description 254.62 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 254.62 Total: $254.62 a....• Dnnein!_11A Printed: 06-24-2013 INSPECTION N0. INSPECTION RECORD Retain a copy with permit' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 \ Permit Inspection Request Line (206) 431-2451 Project: P)U F=,a. IL, . ck.w:„7s Type of Inspection: P 1., . f-; ,va Address:Date Z__ 6i S l _ V iC D AI A Called: Special Instructions: I Date Wanted: rr ,,// I — Zr — 1"C" `. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:. r) JM'.1,5 A, ltYP I a Inspector: Date: 1- z 4- -(4 REINSPECTION FE ' EQUIRED. Prior to next inspection. fee must be paid at 6300 Southce ter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retaina copy with permit INSPECTION -NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: t + Type of lnspectio -1 Add s - 1 Z. l D i v 1- p4rlcw,t . Date a led: r lv A.k. RLC ri / Special. Instructions:. ' Y DPhone Date.Wanted:— �} _ I - G..i �: !air p.m. Requester: No: Approved per applicable codes. Corrections. required prior to approval. COMMENTS: r O,,t,JN (A) I t A--i\5u ( AI r (c; t(: .-e/ttilic2Do Inspectgf: REINSPECTION FEE REQtJIRED.' .Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD J. Retain a copy with permit INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec : + U N& 1-_ Ali iJ.,.. 7 Type off Inspection: 4 Iki rL.-- Address: A- .1--1444,0'L, -•`-'1 1--1444,0' - i Date Called: Special. Instructions: Date Wanted: a.m. Requester: Phone No: EJApproved per applicable codes.Corrections required prior to approval. COMMENTS: r1 �ttLi,o t 1Cs — Y y1�l ,tJ6c ,), 13*.rilac --10-1;‘J Oe S t P6n (LIY--43.peo-,I . Da e_ s.- - ' I RENSP CTION FEE REQUIRED. Prior t next inspection. fee must be pai s - 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206)431-2451 pG t3 -oq 1•. Projeu:TYP (5L(i—rh(- I(J. of Inspection: _ RtSM21 —ihJ Address:_ r. j(� ')..Ct-5 11;�4�l�llA. + "_ t Date Called: Special Instructions: Date W nted:. Z-•� 2� t ,sp.m. !...).n Requester: Phone No: • Approved per applicable codes '\ Corrections required prior to approval. COMMENTS: • 1 Inspector Date: 1Z 2v litEq PECTION_ FEE.REQUI.RED' rior..to next hspection. fee must be 04at 6300 Southcenter Blvd.. Suite 100. Dalt to schedule reinspection. INSPECTION N0. CITY OF TUKWILA- BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit_ Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit p&t -093 PERMIT NO. Pr ect .r 6.–/VI—A-1--0 .4•1 �/�&S . Tyjof Inspectioni S. i �--1�' 6a 1V (\i 6- Addre ,,_ b "uta ( irk Au._ Date Called: -- Special Instructions: .. / /// Date Wanted: ' Z (41 13 p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1; z_s (--oco-rdp (s DA ( . Q) c3K- 40. Inspector: Date - (0 n REINSPECTION .EE REQUIRED. Prior to nextinspection. fee must be ._ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: �ERMIT COORS COPP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-091 DATE: 06/24/13 PROJECT NAME: BUFFALO WILD WINGS SITE ADDRESS: 225 TUKWILA PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #_ Revision # after Permit issued DEPARTMENTS: 02'13 Building Division Pub it c Works t- °if 9-11 Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ur Incomplete ❑ DUE DATE: 06/25/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: DUE DATE: 07/23/13 Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople Ater Friendly Page General/Specialty Contractor A business registered as a construction contractor with MI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company SERVICE PLUMBING a HEATING INC 4256402121 2100 196Th St Sw Ste 136 Lynnwood WA 98036 Snohomish Corporation UBI No. 602238671 Status Active License No. SERVIPH953QD License Type Construction Contractor Effective Date 11/4/2005 Expiration Date 11/11/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WASSEP*95108 LLQ SER PLUMBING Contractor Plumbing Unused 9/28/2005 9/28/2009 Expired AKAMAHL955KZ LLCAMAI HOMES Contractor General Unused 5/9/2005 5/9/2009 Expired MILLEBC999CZ MILLENNIUM BUILDING CO INC Contractor General Unused 2/9/2001 2/9/2008 Expired SERVIPH982P2 SERVICE PLUMBING & HEATING 51,000,000.00 General Unused 10/22/2002 10/22/2006 L e- Licensed Business Owner Information Name Role Effective Date Expiration Date DICKINSON, PATRICK C President 11/04/2005 Amount PRUITT, CYNTHIA M Secretary 11/04/2005 BKA54871662 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 RLI INS CO SRS1008634 10/05/2005 Until Cancelled $12,000.00 11/04/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 American Fire a Casualty Co BKA54871662 09/01/2012 09/01/2014 51,000,000.00 07/31/2013 4 Continental Western Ins Co CNP2772886 09/01/2008 09/01/2012 51,000,000.0008/02/2011 3 AMERICAN STATES INS CO 01CG909337 10/21/2007 10/21/2008 51,000,000.00 09/21/2007 2 AMERICAN STATES INS CO 01CG909337 10/21/2006 10/21/2007 $1,000,000.0009/21/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information httos: //fortress. wa. aov/lni/bbip/Print. aspx 10/01/2013 2410 Mariner Square Loop Alameda,CA 94501 Tel 510 865 8663 Fax 510 865 1611 Elmendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 PROVIDE NEW 2\ PSI C A5 METER PER OAS COMPANY STAND RDS OAS LOAD 15 2055 MBH, DISTANCE FROM METER TO OST REMOTE \S\PRESSURE UR RESULATORT ULATORT 15 LESS THAN 200 FEET REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of u ifa BUILDING !SION STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN ; 55416 PHONE 952.593.9943 FAX 952.593.9787 DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS—NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION FILE COPY Pont* No. 1? r'l 4 \ Pkss review approval is subject to errors and omissions. Ap?roval of con ruction documents does not auttrs thEiolation of any adopted code or ordinanc6. of approved FieldCopy and consisac u wledga Bykc;,*. S 1W\w'vt31.5 D i (D-1-- VS City Of lbla BUILDING DIVISION r7 CO LJ (f) Cf) DESCRIPTION O z J m- J cki w 0 m D J 0 O W BUILDING SUBMITTAL SEPARATE PERRLT (gyREDU1RED POR;. e t, at Metrical Plumbing o Gas Piping City of Tukwila BUP.PING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Nle: F v s;ons;wiil require a new plan submittal and may in:;:ude additional plan review f es. CONDENSATE DRIAN PIPING IN WALL FRAMING OR EXPOSED SPILL CONDENSATE DRAIN PIPING INDIRECTLY OVER FLOOR SINK ill " PROVIDE P -TRAP WHEN REQUIRED. PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED. FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. MEMBRANE CLAMP AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT SCHEDULE 40 PVC 1 BELOW FLOOR SANITARY OR STORM SEWER' LINE •. • SAME SIZE A5 SEWER UP TO 4" MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WE AND EIGHTH BEND IN RUN: ENTER TOP OF PIPE • — • i•i �0�� Q DIRECTION OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE I5. I8" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. FLOOR - TURN ELBOW OUT OVER DRAIN FLOOR SINK GOND. TERMINATION Scale: NONE PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE. US DWV FITTINGS IF SIZE IS LARGER THAN 1" SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE MAKE CONNECTION TO EQUIPMENT. AS REQUIRED MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CON- NECTION, MINIMUM 3/4". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER FLOOR CLEANOUT Scale: NONE 2'-0"x 2'-O"x 4" THICK— CONCRETE COLLAR WITH #4 RE -BAR EACH WAY UNLESS SET IN SLAB. CHAMFER EDGE COMPACTED EARTH SCHEDULE 40 PVC NOTE: THIS DETAIL SIMILAR FOR ONE-WAY. CLEAN OUT TO GRADE. DISCHARGE INTO CENTER .HOLE OF GRATE OF WASTE RECEPTICALE WITH AIR GAP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWO PIPE DIAMETERS VERIFY WITH LOCAL CODES IF/WHEN TRAP AND/OR VENT ARE RE- QUIRED FOR THE LENGTH OF DRAIN PIPE INSTALLED ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. TYPICAL INDIRECT DRAIN FROM EQUIPMENT. 7 ALL INDIRECT WASTE DRAIN PIPING SHALL TERMINATE WITH A 45' ANGLE CUT, TYPICAL REMOVE ALL BURS AND FILE DOWN SHARP EDGES. PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADULATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC REFER TO ARCHITECT'S DRAWING FOR APPLICATION OF VENT PIPE BOOT INSTALLATION WITH ROOFING MATERIAL MINIMUM 12" ABOVE ROOF III III III III ROOF DECK PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK MINIMUM 12" BELOW ROOF ANCHOR PIPE. TO ROOF DECK OR JOISTS WITH U -BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO DECK OR JOIST REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET ON VENT PIPEINSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND CONTERFLASHING WITH ROOFING CONTRACTOR. ND I iZEGT RA I N Scale: NONE VENT PENETRATION Scale: NONE ANCHOR -. PER NEPA NOTE: EIALDI146 STRUCTURE MAY VARY MATCH INSTALLATION TO BALDING STRICTURE REFER TO STRUCIURAL DRAWING FOR ATTACWENT. 3/8" ALL -THREAD ROD FOR <-4" PIPE. FOR LARGER PIPE SIZES SLC NFPA 15. HANGER - GRINNEL FIG. EA ON INSULATED PIPE. PROVIDE PIPE SUPPORT SHIELD. PIPE HANGER DETAIL Scale: NONE PVC TRAFFIC RATED CLEANOUT FITTING FINISH GRADE IF llilljar/leV QIII IMI4\`4 IIS DEPTH AS REQUIRED SEE PLANS FOR MAIN SIZE CAST IRON TWO-WAY CLEANOUT Scale: NONE NOTE: 2-1^1AY CLEANOUT SHALL ALL SE CAST IRON J FINISHED WALL SURFACE 1 ✓ THREADED CLEANOUT FLUSH CLEANOUT CAF SCHED. 40 PVC 2' CLEANOUT TEE FITTING. ACCESS COVER AND FRAME A CLEANOUT WITH ACCESS COVER INSTALLED IN A STANDARD 3W METAL STUD WALL WALL CLEANOUT Scale: NONE DWV COPPER ONLY, NO PVC ALLOWED TYPICAL INDIRECT DRAIN FROM EQUIPMENT. 4 • .44 • 'A• • n• — WALL MOUNTED PIPE SUPPORT REF. 9/P101 Il Il ll II Il l J FLOOR UNE e: p p: �r A' A >' c• P A —I I 1 I I- I 1=111=111=11 111-11 1111-111— =111=111 I=111 11 111-111=111 I- FLOOR SINK 111-111-111-111—I 11 111-111-111-111-111-111 —111-111-111-111-111-1 111=111-111-111-111111 FLOOR SINK DETAIL Scale: NONE SILICONE SEAL AROUND' PIPE PENETRATION PROVIDE TRAP AT BOTTOM OF RISER AND DIS- CHARGE INTO FLOOR SINK WITH AIR GAP OF TWO PIPE DIAMETERS FLOOR FLOOR SINK CO. PROVIDE 1" ELASTOMERIC INSULATION OVER HEAT TRACING ON CONDENSATE UNE - IF/WHEN FREEZER/ COOLER BOX ONLY - (ELEC.`HEATING CABLE IS BY OTHERS) DX COIL CO \'''`•- PROVIDE CLEANOUT IN TURNS AND ENDS OF PIPE MAKE CONNECTION TO COIL AS REQUIRED NO INSULATION ON PIPE RISER WALK-IN COOLER OR FREEZER BOX SEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. CONDENSATE DRAIN Scale: NONE WALL/EQUIVALENT STRUCTURE WASTE PIPE TO SINK/FIXTURE . ABOVE FASTEN 3-5/16" X 1-3/8" CEILING FLANGE TO WALL STRUCTURE 6" AFF 3/8" MINIMUM THREADED ROD IIllUII111Ulilll IUlIL1111(11(llIIIIIIW1 Ilnlnu►ui u �OI PIPE CLAMP ' NOTE: TRIANGULATE BRACING WASTE PIPE TO FLOOR SINK BELOW PIPE SUPPORT DETA I L Scale: NONE VENT HEIGHT TO BE 1/2' LOWER THAN TOP OF DRAIN PAN 2410 Mariner Square loop Alameda, CA 94501 T e I 510 865 8663 Fax 510 865 1611 Elmendorf &Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 ON DRAW THRU UNITS X = UNIT TOTAL STATIC PRESSURE + 2 Y = 3" MIN. ROOF c) 1:-: 2 ce cc'g o Wa> _ W UH " § - p N :I— CO CI INSULATED CONDENSATE //N//g PIPING RUN CONDENSATE PIPING DOWN THRU ROOF TO JOIST SPACE GONDNSATE CONNECTION Scale: NONE REVIEWED FOR CODE COMPLI APPROVED JUL 0 3 :.2013... City of Tukwila BUILDING DIVISION DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS—NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION W r() L l z 0 W I— Q 0 K) CO M CO DESCRIPTION DEMO, PLUMBING & HEALTH SUBMITTALS BUILDING SUBMITTAL O z PROJECT NUMBER RECEIVED CITY OF TUKWILA JUN 242013 PERMIT CENTER SHEET NUMBER . P101 2410 Mariner Square loop Alameda, CA 94501 T e I 510 865 8663 Fax 510 865 1611 Elmendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 .1/4" 6AS SEE CIVIL DRAHIN65 FOR GONTINJATION REVIEWED FO's CODE COMPLIANC APPROVED '— 2-1/2" CH SEE CIVIL DRAWIN65 FOR CONTINUATION u3JCfs , ,� 1.1/4' 6A5 UP TO 2-1/2"GW I/2"FCN 1/2"GW 2'GW ,;%' j 6 STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 2'HH, I'GH, 8 FU "HH, 8 W I'CH, 13 RJ 1"HW,12FU 54 FU 2'F114, 72 R1 11/2" CA5 14M$H I/2'CN4HW 3/4'GWBHW I"GW,8FU 'EGOLAB FOR DISHMACHINE J 0J LL CO >- J Q 0�0 IL: Q SS Q Q o w�w Q w. o On (/) N TO EGOLA5 •.- CLASS HASHER ,4 COMP SINK - I -I/2"011, 40 2'4W, 54 FU "GH, 18 FU "HW, 28 PU 3/4"HWR 1/2"PGH (334) DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS—NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION 32 V RACK 3/4"GH, b PU I"HH,10Fl) I-I/4'GW, Ia 0 CT -0 U) F) co GK VALVES )VE CEILING �). / 3/4"GW, 6 R1 "H11, 10 FL) I-I/2'GW, 30 -1/2"HW, 44 DESCRIPTION O BUILDING SUBMITTAL PROJECT NUMBER RECEIVED- CITY OF TUKWILA JUN 2 4 2013 PERMIT CENTER 1317 SHEET NUMBER P200 x X X X CEILING CHECK VALVES TO STOP HOT 4 COLD WATER TRANSFER. WATTS MODEL OOgOT-S (1/2") REDUCED PRE-5SUF ZONE BACKFLOW PREVENTER . WITH "Y" STRAINER FLOOR" MOP SINK FAUCET MOPSINK EGOL RPZ 1/2" TEMPERED WATER SUPPLY TO EGOLAB -1/2' DRAIN: 1/2" QUARTER TURN BALL VALVE '-0' A.F.F. MAX' FRONT VIEW AT MOP SINK NOTE: CEILING 1/2" HW 1/2" GW - ECOLAB RPZ VALVE AT ECOLAB WATER SUPPLY: GONNiCTIO THERMOSTATIO- MIXING VALVE MOP SINK FAUCET 42" A.F.F. MOP SINK L: 0 OPTIONAL VERIFY WITH OWNER. SIDE VIEW AT MOP SINK R1 C1 R2C1 R1C3 R2C3 OWER 114E THERMOSTATIC MIXING VALVE WITH MAXIMUM TEMPERATURE FACTORY PRE SET AT120°F. ECOLAS WATER SUPPLY DPTAIL Scale: NONE 4"m AL2414C 5TAINLE55 STEEL FLUE WITH GOOSENECK ROOF EXPANSION` TANK AMTROL ST -12-C : INSULATE WATER PIPING FLUE THRU ROOF SEE INSTALLED BY PLUMBER COMBUSTION AIR THRU RR INSTALLED BY PLUMBER A.S.M.E. TEMP. PRESS. RELIEF VALVE SIZE A5 SHOWN— ON FLOOR PLAN FULL SIZE T • P RELIEF LINE TERMINATE AT FLOOR DRAIN IN G GAS VALVE t DIRT LE 1 , cI� WH -1 11 4". AL2'I4C STAINLESS .STEEL OUTSIDE AIR INTAKE WITH GOOSENECK -TEMPERATURE GAUGE (TYPICAL) GATE VALVE (TYP) SIZE AS SHOWN ON FLOOR PLAN 140•F .WATER SUPPLY TO FIXTURES CHECK VALVE (TYP.) SOFTENED WATER TO WATER HEATER RECIRCULATING PUMP GRUNFOS CIRCULATING PUMP MODEL * UPI5-165F (3/.�") 6 6PM 0 1'-O" OF HEAD 120V/10/60Hz VA 4" P .AL294C STAINLESS STEEL COMBUSTION AIR AND FLUE CHECK VALVE (TVP.) BALL VALVE (TVP) AIR RELEASE VALVE SECURE WATER HEATER WITH TWO 14 6A X 2" IJJSTRAPS AND SECURE TO WALL FRAMING USING 3/6" X 2-1/2" LA& BOLTS, STRAPS TO BE AT UNION (TYPICAL) TOP I/3 OF TANK AND .BOTTOM I/3 OF TANK DRAIN VALVE W/HOSE CONNECTION FLOOR FLOOR SINK' NOTES: — 5/4" DRAIN PAN LINE TERMINATE AS SHOWN ON FLOOR PLAN • INSTALL WATER HEATER ON 4"x36"x36 CONCRETE TILED CURS. CURB BY 6ENERAL.CONTRACTOR PAN BY PLUMBING CONTRACTOR 1. PROVIDE AND INSTALL CONDENSATE DRAIN PIPING FROM WATER HEATER VENT PIPING PER MANUFACTURES RECOMMENDATIONS. 2. PROVIDE AND INSTALL EXHAUST AND COMBUSTION AIR PIPING AS REQUIRED PER MANUFACTURES SPECIFICATIONS. 3. CONTACT MANUFACTURE FOR START UP AND TO CONFIRM WATER HEATER HAS BEEN PROPERLY INSTALLED. DESIGNATION GFH INPUT DOMESTIC WATER HEATER GPM. RECOVERY 100°F WTR HTRJ STORAGE TANK WH -1 Idiot NATURAL GAS A.O. SMITH CYCLONE MODEL * BTH - IP{g PRESSURE RELIEF 125 PSI 100 GALLON STORAGE SEALED DIRECT VENT AND COMBUSTION AIR EXPANSION TANK - AMTROL MODEL * ST -12-C NOTES: I. THIS SYSTEM 15 TO BE SET UP TO DELIVER I40°F HOT WATER. 2. CONTACT MANUFACTURE FOR START UP AND INSTALLATION INSPECTION.. 5. PROVIDE AQUASTAT PUMP CONTROLLER AND TIME CLOCK FOR NIGHT SHUT DOWN CONTRD WATER HEATERS 1=IPIN6 DETAIL Scale: NONE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013. City of Tukwila' BUILDING DIVISION 2-1/2" C PRES GAUGE WATTS 3/4" 530 C PRESSURE RELIEF VALVE WATTS ' I", 223 PRESSURE REDUCING VALVE WITH STRAINER SET AT 61 P5 " GW 1" CW FULL PORTED BALL VALVE 2" GW 2-I/2". GW FULL - PORTED BALL VALVE "I _ G 1 2" CW MOUNT A55EWM15LY TO WALL ql 2-1/2" CW PRESSURE GAUGE FULL PORTED BALL VALVE NOTE: CONTRACTOR SHALL CONFIRM EXISTING PRESSURES AND ADJUST PRESSURE REDUCING VALVES `. FOR PROPER OPERATION 2-I/" WATTS GW WATTS 2 ", x`225 PRESSURE REDUCING VALVE WITH STRAINER'SET AT 51 P5I PRESSURE REDUG I NG SrrATI ON Scale: NONE NOTE: CONTRACTOR SHALL PROVIDE B -LINE SUPPORTS AT SPACING INTERVALS A5 SCHEDULED IN THE PLUMBING SPECIFICATION B -LINE STV SERIE PIPE CLAMP 5 -LINE G -PORT G-6 SERIES ROOF SUPPORT. 6A5, CONDENSATE, REFRIGERATION PIPING: P1 PE ON ROOD SUPPORT Scale: NONE PROVIDE SHUTOFF VALVE ON ROUGH -.IN BACKFLOW PREVENTOR CONNECT TO CUBER AND ICE BIN DRAIN OUTLETS AS REQUIRED TRUN DOWN AND SPILL INDIRECTLY INTO FLOOR SINK FLOOR CUBER ICE BIN IW IW - FILTERED WATER SUPPLY DOWN IN PARTITION! WHERE SHOWN ON PLAN -ADAPTER AND SIX FOOT LONG, 1/2"0 REINFORCED FOOD GRADE PLASTIC TUBING TO CURER WATER INLET. INDIRECT DRAIN OPEN TO ATMOSPHERE AT UPPER END FLOOR SINK PROVIDE AIR GAP OF TWICE PIPE DIAMETER PROVIDE FILTERED WATER ROUGH -IN AT TOP OF ICE MACHINE. ARRANGEMENT SHOWN IS SCHEMATIC._ ADJUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONNECTIONS WITH :MANUFACTURER. ICE MACHINE Scale: NONE SUPPLY` UNION UNION GAS COCK -1/ —A.C.UNIT /// DRIP/DIRT LEG r—, ROOF- PIPE SUPPORT SEE DETAIL RTU'' GA5 CONNECT ON Scale: NONE 1' DOMESTIC COLD WATER P HARD COPPER EINE (---3/4" -L� r 3/4' FILTERED COLD WATER-- W,RD COPPER UNE 3/4" REDUCE TO 1/2' PRIOR TO FILTER •I■. SHUT OFF VALVE BY GC 1YP 3/4' TEMPORARY FILTERS TO BE INSTALLED BY BWW VENDOR I DURING INSTALLATION MID REPLACED WITH' NEW PERMANENT • FILTERS DURING TRAINING 1 -IN NI •Inomisr I DL�1I WCHINE 1 SELLITO EQUPWENT-PROVIDED BY BWW FURNISFED AND NSTALLED 0113OR INSTALLED BY CC BY GENERAL CONRRACTOR LOCATED NEAR ICE WENN& 3/4' REDUCE TO 1/2' PRIOR TO FILTER 3/4' LOCATED NEAR COKE STATION FURNISHED ANO INSTAUED EQUPIENI PROMDED BY ea FURNISHED MD INSIAUB BY GENERAL-COMRACTTOR ; VENDOR INSTALLED BY GC BY'COKE VENDOR �BYGC� REDUCE 1D 1/2' PRIOR TO FUER (75L -1I - SHUT OFF VALVE BY GC 1YP MANIFOLD •TEWFORARY FILTERS TO BE INSTALLED BY BWW VENDOR 1 TEMPORARY FILTER TO BE INSTALLED BY MI VENDOR DURING NSFALLATION MD REPUCED WITH 2 NEW PEMAIIENT I FLIERS EARNING TRAINING —.. 1 1- I 1 BEVERAGE FLTRATKNN 5E1E10 SMF IC614-2 COKE VENDOR SCOPE NOTES: 3/4' TUBE --)1 STAINLESS . STEEL RPZ BFP WATTS SSOO9QT--S BY GC 1YP AT EQUIP. COIINECIION COI(: TECHS NIL INSTALL 1/2' BEVERAGE UNE FROM THE BEVERAGE FLIER SYSTEM TO 1W MANFOU) CONTE-TECHS.VAL INSTALL BEVERAGE ERNE FROM THE MNELD TO HE CATBINATORS COKE TECHS WILL NLSTALL LINES TO VARIOUS SODA STATIONS COKE TECHS WILL START UP THE BEVERAGE. SYSTEM MD—CHECK FOR LENS AND PROPER OPERATION BEVERAGE INNES WILL RUN OVER HEAD - GC TO PRONE LIFT FOR VENDOR USE IN UISTAL1AI)ON GC PWMBER SCOPE NOTES: � 10 CONTRICT SEIM i 7JEUNG ARAM w RBS GC PLUMBER *11 TEST: WATER PRESSURE 1O VERIFY LONGEMY OF FILTERS KITCHEN EQUIPMENT VENDORWILLSTART UP 1HE ICE MAKER AND CIECI( FOR LEAKS REMANWG SCOPE, SCHEDULING AND COORDINATION BY GENERAL MD PWMBNG CONTRACTOR FRANCHISEES NOTES: WATER FL1RATION AND ROVING OF LANES OPTIONAL FOR FRANCHISEES CONTACT COCA-COLA F THE FRANCHISEE WOULD LIKE TO PURCHASE A WATER FILTRATION SYSTEM DCV BFP WATTS 007QT BY GC TYP AT EQUIP. CONNECTION FURNISHED MD INSTALLED BY GENERAL CONTRACTOR SHIM OFF VALVE BY GC 1YP . 3/4 DURING INSTALLATION AND REPLACED WITH NEW PERMANENT 1 ANEN FILTERS DURING TRNNNG 1 I u ICE MAX R FILIRATIDN SELECTO SMF 11614 1 1 3/8' TUBE J 3/8■.TUBE-' -'3/8" TUBE 3/8' TUBE. SHUT OFF VALVE TYP 1/2' TUBE 3/8" TUBE 0 r -11111) 3/8' TUBE 0 ® CARBONATOR PUMP CARBONATOR PUMP WF - WATER FILTER Scale: NONE 3/4" LINE TO DISH MACHINE - DCV BFP WATTS SS007QT-S BY GC TYP AT EQUIP. CONNECTION �-- 3/4' UNE TO ICE MAKER SHUT OFF VALVE TYP ��.--38' BY GC UNE 1O lEA/COFIEE BREWERS DCV BFP WATTS SD -3 BY CC TYP AT EQIJU COINECITON • - COKE DISPENSER AT ORDERING COUNTER -- COKE DISPENSER BACK BAR DCV BFP WATTS SD -3 BY GC 1YP AT EQUIP. CQNIECTION ' T - POWER BY GC, REF ELECT DINGS BACKFLOW PREVENIOR NWES: BAR GUN BAR GUN SYSTEM PROVIDED BY COKE VENDOR COICE VENDOR TO PROVIDE BACKFLOW PREVENTORS AS REQUIRED BY LOCA. JURISDICTION - VENDOR TO VERIFY REQUREIENIS -► DISPENSER AT SERVER STATIONS ON DINING FLOOR DLY BFP WATTS SD -3 BY GC IL 1YP AT EQUP. CONNECTION PIPING SCHEMATIC' COLD WATER SUPPLY TO WATER HEATER PIPE UNION: DIELECTRIC IF DISSIMILAR METALS BUTYL ;DIAPHRAGM AIR CHARGING VALVE FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPE HANGER NEXT TO PIPE TEE WELDED STEEL EXPANSION TANK WITH POLYPRO- PYLENE LINING PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN : INSTALLED. EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE IS ;A BACK FLOW PREVENTION DEVICE INSTALLED WITHIN THE TENANT SPACE WATER SYSTEM OR BUILDING WATER SYSTEM. EXPANSION TANK Scale: NONE ANCHOR - PER NFPA MOTE: EIILDING 5Tid1GTUiE MAY VAT ' MATCH IP TAI.LAIION TO BUILDING STRUCTURE NEITR TO 5TRUGTURAL PR141N65 FOR ATTA 111411T. 5/15" ALL -THREAD ROD FOR <=4" PIPE. FOR LARGER PIPE 512E5 SEE NFPA 15. HANGER - GRINNEL • FIG. 6g ON INSULATED PIPE. PROVIDE PIPE SUPPORT .SHIELD. PIPE HANGER DETA I L Scale: NONE: PIPE STAND J SATE VAL WATTS 2-1/2", a57 RPDA OSY REDUCED PRESSURE BACKFLOW �1!_�1l1��,11E11111 IIIIlmaio 1 -17 0 DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. INSTALL ITEMS FURNISHED BY WATER COMPANY, PAY ANY FEES REQUIRED BY WATER COMPANY, FURNISH AND INSTALL ITEMS NOT PROVIDED BY THE WATER COMPANY. PROVIDE BACKFLOW PREVENTER OF TYPE $ MANUFACTURER APPROVED BY LOCAL AUTHORITIES. PROVIDE ANY REQUIRED CERTIFICATION OF TESTING OF THE BACKFLOW .PREVENTER TO LOCAL AUTHORITIES. WATER SERVICE ENTRANG Scale: NONE I TINSTALL PER PDI PDI 1 'STANDARDS AND SIZE (MANUFACTURER'S INSTRUCTIONS HA- HA HA - H A-; HA HA - SINGLE FIXTURE PDI . SIZE PIPE • SIZE. FIXTURE UNIT LOAD A: 1/2" 1-11 B 3/4" 12-32 C 1" ` 33-60 D 1-1/4" "' 61-113 E : 1-1/2" 114-154 F 2" 154-330 IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE HA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER HA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET • 10 '• -- .. TANK WATER CLOSET 5 -- URINAL 5 : -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 • 3 SHOWER/BATHTUB 2 2 PC TO PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI #WH- 201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE ACCESS PANEL FOR SERVICING OR REPLACEMENT, WHERE REQUIRED. HAMMER ARRESTERS Scale: NONE D NOT U5E17: Scale: NONE TP -2 1/2" MIN. G.W. SUPPLY (AVOID DIRECT CONNECTIONS TO PREVENT FOREIGN MATERIAL FROM ENTERING PRIMER VALVE) TRAP PRIMER ASSEMBLY TO BE MOUNTED EXPOSED IN AN ACCESSIBLE LOCATION FOR PROPER MAINTENANCE. "PPP". PRIME RITE PR 500 TRAP PRIMER VALVE IN/INTEGRAL VACUUM BREAKER °------' VACUUM BREATHER PORTS J " TRAP PRIMER LINE TO DRAIN ARRANGEMENT .SHOWN 15 SCHEMATIC. MODIFY TO SUIT MANUFACTURER'5 STANDARDS,MEET LOCAL CODE REQUIREMENTS, AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. FOR INSTALLATION IN MECHANICAL AND UTILITY ROOMS. TRAP :PRI MSR DETA I L Scale: NONE GAS PIPE IN CEILING SPACE SUPPORTED PER DETAIL CEILING UNION• DO NOT INSTALL VALVES IN CEILING SPACE EXHAUST HOOD GAS PIPE HEADER ALONG WALL BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZE AS SHOWN ON PLANS. PROVIDE QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED FOR EQUIPMENT BEING SERVED MANUAL GAS- VALVE (TYP) FLOOR TURN BACK INTO WALL CAVITY EE ARCHITECTURAL DETAIL FOR OKLINE WALL PIPING INSTALLATION. UNION - MANUAL GAS VALVE L GAS SHUT-OFF VALVE, PROVIDED BY HOOD VENDOR, INSTALLATED BY P.C. INTERCONNECT TO HOOD FIRE SUPPRESSION SYSTEM BY F.P.C. FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY. KEV AND INSTALLED BY PLUMBING CONTRACTOR .TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR TYPICAL 6" DIRT LEG TO 6" ABOVE ' FLOOR TYPICAL PIPE SUPPORT ANCHORED TO WALL. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS.' INSTALL PIPING HEADER IN WALL CAVITY PROVIDED,' SEE ARCHITECTURAL. ATTACH RISER & HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT:. AS RECOMMENDED BY MANUFACTURER. PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION: GAS APPLIANCE Scale: NONE 'Y" STRAINER DRAIN LINE mmm O1 I" GH SUPPLY TO HATER FILTER SYSTEM SEE FLOOR PLANS AND HATER FILTER PIPING SCHEMATIC. O.2 STAINLESS STEEL RPZ VALVE 60" AFF MAX. WITH FULL SIZE DRAIN LINE, TERMINATE DRAIN LINE AT .CODE APPROVED RECEPTOR WITH CODE REQUIRED AIR-6AP 3 , GPVG PIPING AND FITTING O- BETWEEN BEVERAGE . EQUIPMENT AND BACKFLOW PREVENTER (NO COPPER PIPING ALLOWED) SODA EQUIPMENT SEE FLOOR PLANS FLOOR SINK SEVERA6E SYSTEM B.F.P. Scale: NONE PIPEST GAS PIPING ROOF 5TRUC I. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND TEES AND AT SPACING SPECIFIED IN TABLE BELOW. PIPING SHALL BE $LOPED AND ROUTED TO PREVENT TRAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND TO: FACILITATE CONDENSATE DRAINAGE. 2. - GAS PIPING AND PENETRATIONS THRU ROOF SHALL BE AS GALLED FOR IN SPECIFICATIONS SECTION 15 OR AS REQUIRED BY LOCAL GODES. 5. PIPESTAND SHALL BE MIRO, INC. 'PILLOHBLOGK' MODEL I5 (UP TO 1 1/2"), 5-R (UP TO 5"), AND 4-R • 4 -RAH FOR 4", 6-RA1-1 (5" TO 6"). 4. DO NOT ATTACH PIPESTANDS TO ROOF. PIPE SIZE O1 I" GH SUPPLY TO HATER FILTER SYSTEM SEE FLOOR PLANS AND HATER FILTER PIPING SCHEMATIC. O.2 STAINLESS STEEL RPZ VALVE 60" AFF MAX. WITH FULL SIZE DRAIN LINE, TERMINATE DRAIN LINE AT .CODE APPROVED RECEPTOR WITH CODE REQUIRED AIR-6AP 3 , GPVG PIPING AND FITTING O- BETWEEN BEVERAGE . EQUIPMENT AND BACKFLOW PREVENTER (NO COPPER PIPING ALLOWED) SODA EQUIPMENT SEE FLOOR PLANS FLOOR SINK SEVERA6E SYSTEM B.F.P. Scale: NONE PIPEST GAS PIPING ROOF 5TRUC I. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND TEES AND AT SPACING SPECIFIED IN TABLE BELOW. PIPING SHALL BE $LOPED AND ROUTED TO PREVENT TRAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND TO: FACILITATE CONDENSATE DRAINAGE. 2. - GAS PIPING AND PENETRATIONS THRU ROOF SHALL BE AS GALLED FOR IN SPECIFICATIONS SECTION 15 OR AS REQUIRED BY LOCAL GODES. 5. PIPESTAND SHALL BE MIRO, INC. 'PILLOHBLOGK' MODEL I5 (UP TO 1 1/2"), 5-R (UP TO 5"), AND 4-R • 4 -RAH FOR 4", 6-RA1-1 (5" TO 6"). 4. DO NOT ATTACH PIPESTANDS TO ROOF. PIPE SIZE MODEL 140. MAX SPACING 3/4" 15 6' I" 15 1' 1 1/4" 15 6' 11/2" 15 10' 2" 5-R 10' 2 1/2" 3-R 15' 5" 5-R 15' 4" 4-R 4 4 -RAH g' 5' 6 -RAH 13' 6" 6 -RAH 10' MIRO INDUSTRIES, INC. PARKWAY INDUSTRIAL PARK 566 1E5T 6560 SOUTH SANDY, UTAH 64010 e,45 SUPPORT DETAIL Scale: NONE n' STOP VAL' LAVATORY STOP VALVE G.W. SUPPLY TRAP PRIMER VAL J.R. SMITH 266141 4 ll�l li ELEVATI ON PENETRATE HALL AND ROUTE BELOW SLAB TO FLOOR DRAIN. PROVIDE CHROME ESCUTCHEON. 1/2" TO FLOOR DRAIN FINISHED FLOOR TRAP PRI MSR DETA lL Scale: NONE STEPPED FLEXIBLE PVC BOOT CLAMPED TO FLASHING BASE AND PIPE WITH STAINLESS STEEL SCREW CLAMPS PROVIDE SPUN ALUMINUM' BASE .IN BED OF MASTIC COORDINATE WITH ROOFER I II - ROOFING OVER METAL FLASHING BY ROOFING CONTRACTOR GROUND -JOINT PIPE UNION GAS COCK (VALVE) ELBOWS TO COMPENSATE FOR PIPE EXPANSION PIPE SUPPORT REFER TO DETAIL II II ROOF INSULATION II II ROOF DECK i n SLEEVE ROOF - IF REQUIRED ANCHOR PIPE TO ROOF DECK OR JOISTS REFER TO PLANS FOR PIPE SIZE(5) AND LOGATION(5). USE I^ELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 15" FROM ADJACENT WALLS. ROOF PENETRATION Scale: NONE BFP WATTS 007QT. "Y" STRAINER COLD WATER SUPPLY DISCHARGE TO APPROVED DRAIN AND ROUTE TO APROVED DRAIN. BY PASS VALVE 3/4" SOW TO SW DISH MACHINE • SOFTENED WATER TO -VALVE (TYP.) WATER A -EATER P.C./G.C. UNION (TYP.) CULLIGAN CULLIGAN EQUIPMENT SOFTENER BRINE TANK - 4' CONC. PAD FLOOR r. • - .:_.,.... . 'FLOOR \____/ G.C.:.AND PLUMBING CONTRACTOR TO HAVE WATER SUPPLY ANS SHUT-OFF FLOOR SINK VALVES INSTALLED BEFORE THE CULLIGAN EQUIPMENT PROVIDER IS ON SITE TO INSTALL WATER SOFTENER. WATER SOFTENER Scale: NONE BRADED: PIPE UNION EYP. RIDGID PIPE NIBCO #460 SPRING CHECK VALVE 1/2"HWWITH 1/4 TURN STOP. RIDGID PI .4 MV -I MIXING SLOAN MIX -70-A VALVE VALVE SET AT MI5°F, INSTALL TIGHT TO UNDERSIDE OF SINK RIDGID PIPE 1/4 TRUN STOP RECEIVED CITY OF TUKWILA JUN 2 4 2'S13 PERMIT CENTER VALVE Alameda, CA 94501 Tel 510 865 8663 Fax 510 865 1611 Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952593.9787 DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION Lai r4) co DESCRIPTION (13 03 (73 0 TAG DEMAND BTU AC'S AC UNITS 1,040,000 119 4 BANK FRYER 320;000 120 3: BANK FRYER 300,000 122 GRIDDLE 150,000 188 CONVECTION OVEN 44,000 GWH GAS WATER HEATER 199,000 TOTAL BTU DEMAND 2,053,000 NOTE' SEE KITCHEN EQUIPMENT PLANS FOR FINAL CONNECTION REQUIREMENTS OF EQUIPMENT. TOTAL DEVELOPED LENGTH OF TENANT SYSTEM = 200'-0" 2 :PSI' PRESSURE GAS GAS PIPING SYSTEM SIZED : FROM THE PLUMBING CODE (2010 :'UPC.), TABLE 12-11 NOTE: ALL COOKING SURFACES, KITCHEN EXHAUST SYSTEMS, GREASE REMOVAL DEVICES AND HOODS SHALL BE PROTECTED WITH AN : APPROVED :AUTOMATIC_ FIRE. SUPPRESSION SYSTEM AS SHOWN ON KITCHEN AND HOOD DRAWINGS. THE ACTUATION OF THE FIRE SUPPRESSION SYSTEM SHALL AUTOMATICALLY SHUT DOWN THE FUEL SUPPLY TO THE COOKING EQUIPMENT AS SHOWN IN "BOTH KITCHEN AND PLUMBING DRAWINGS. THE FIRE SUPPRESSION SYSTEM SHALL BE INTERLOCKED WITH THE GAS ;SOLINOID VALVES. J :2vENT'UNE CONNECT TO BUILDING -VENT 7. OR LARGER, 24' DIA. LOCKING ME 6 COVER AIR.& GAS TIGHT 3 PLCS (21:1601+ N 5774AI GROUT, ALL AROU . BOTH:SI NOTES: SECTION A -A k� 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMP . SSIVE. STRENGTH Pc = 4500 PSI'. 3. REBAR: ASTM A-615 G E 60. 4. MESH: ASTM A-185 G E 65. 4. DESIGN: ACI -318-83 IILDING CODE ASTM C-8 'MINIMUM STRUCTURAL DESIGN LOADING F • ONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWA STRUCTURES". 5. LOADS: H-20 T CK WHEEL WITH 30% IMPACT PER AASHTO.: 6. FILL WITH CL WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACT TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY G WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CA IED BY SEPARATE SIDE SEWER. SIZING CHART /DESIGN Number Of Meals x Waste Flow x Retention x Storage _ parity. FORMULA: Per Peak Hours Rate Time Factor Ir aIIons: GALLON CAPACHY - 1000 1250 1500 1750 200021 2500 ` 2750 32000 4000j C.H. UV CO. M 441.8'-0" A 4fi A DOMESTIC HOT HATER '12'OA �A HJ^I.R A 05000 $60000A M A' h.. 5-0" GA 5'-0' 11-2' 54" 11'-A 5'4" 6'4" _ 1 6'41" 12'$ 6'$`. 13'4 _8'4".::. 13'-71A 54". 19 11 .9'-11". 19.1'1"-.- 1 ':1 DIM"6" DIM "C" 1 7. -r7. -r7'-2- T.P.RV. 7'-2" 7'-2" 8'-0" 8'4' 8'-0" 5'.T W- " 8'.11" O'd1" ' DIM "D" 4•-2" 5•-2- 4.-0" 4-11" 4.7" 5. • 6%0"5.-0" HB. 6'4" 6.nr. 7N2 - WATER DEPTH DIME" 13'-10' 4'•10" : ; 4'4" 4'4" 3.10" 44" 5'4" 4•-T- 6'-1" 4.9" 5'-S qi of Tukwila GREASE INTERCEPTOR' SINGLE VAULT WITH DOUBLE BAFFLE SHEET: REVISION #1: '08.03 SS -14 I 'LAST REVISION: 04.08 APPROVAL:, BOB GIBERSON, CITY ENGINEER GENERAL NOTES: BEFORE COMMENCEMENT OF WORK, CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF UTILITIES AND PIPING AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL AND KITCHEN EQUIPMENT DRAWING. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE. AND CONNECTIONS AND SHALL PAY FOR ALL FEES, CHARGES, PERMITS AND METERS. ALL VENT AND FLUE OUTLETS SHALL BE 10'-0" MINIMUM FROM ANY FRESH AIR INTAKES 4 EXTEND TO MATCH HGT OF PARAPET. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS. CONTRACTOR SHALL PROVIDE: FAUCETS, TRAPS, STOPS, GATE VALVES, GAS COCKS, WATER HAMMER ARRESTORS, CLEANOUT COVERS AND INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY TRIM FOR A COMPLETELY CONNECTED PLUMBING SYSTEM. ALL WORK SHALL BE DONE ` IN ACCORDANCE WITH . ALL LOCAL CODES, RULES AND REGULATIONS GOVERNING THIS PROJECTS. DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWING SHALL SHOW CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS, SIZES, LOCATIONS AND HOOK-UP POINTS. AS -GUILTS SHALL BE GIVEN TO OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF JOB. 9 UPON COMPLETION OF JOB, THIS CONTRACTOR SHALL INSPECT ALL EXPOSED POR- TIONS OF THE PLUMBING INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW. 10. BEFORE ANY USE OF SYSTEM 15 MADE FOR DOMESTIC PURPOSES, IT SHALL BE STERILIZED BY SLOWLY FILLING WITH WATER TO WHICH A STERILIZING AGENT HAS BEEN APPLIED, AT A RATE GIVING 50 PPM OF CHLORINE, AS DETERMINED BY RESIDUAL CHLORINE TEST AT EXTREMITIES OF THE LINE. AFTER LINES HAVE BEEN FILLED FOR A ` > A PERIOD OF THREE (5) HOURS, TESTS FOR RESIDUAL CHLORINE SHALL SHOW NOT NOT LESS THAN 50 PPM. IF LESS THAN 50 PPM I5. INDICATED, DRAIN OR FLUSH OUT THE LINE AND REPEAT STERILIZATION TREATMENT UNTIL TESTS INDICATE AT LEAST 50 PPM OF RESIDUAL CHLORINE AFTER THREE (3) HOURS. ` THE LINES SHALL BE FLUSHED UNTIL ALL TRACES OF CHEMICAL HAVE BEEN REMOVED FIRE FROTEGTION GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH A CERTIFIED FIRE PROTECTION SPECIALIST. FIRE PROTECTION SPECIALIST TO PROVIDE, FOR APPROVAL, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO THE GOVEPNING''AUTHORITIES HAVING JURISDICTION. THE DOCUMENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE INSTALLATION OF A NEW FIRE PROTECTION SYSTEM AND/OR THE ADJUSTMENT OF AN EXISTING S#RI ER' SYSTEM. ALL FIRE PROTECTION SYSTEMS SHALL BE GCORDINATED WITH ALL OTHER TRADES. AND ARCHITECTURAL CHARATERISTICS OF THE PROJECT. EMPLOY LANDLORD'S APPROVED CONTRACTOR FOR ALL SPRINKLER WORK, SUBMIT DESIGN TO LANDLORD'S INSURER FOR APPROVAL PLUME3I NO NOTES: A. ALL WATER PIPING IN BUILDING ABOVE CEILINGS, IN HALLS, AND BELOW FLOORS SHALL BE INSULATED AS REQUIRED BY THE IECC ENERGY CONSERVATION CODE. INSULATE PIPING TO PROTECT FROM FREEZING AND PROVIDE SOUND PROOFING..: B. CONTRACTOR TO COORDINATE WITH ALL REQUIREMENTS OF FOOD SERVICE PLANS AND PROVIDE ALL WORK SHOWN, ON BOTH PLUMBING AND KITCHEN PLANS: C. ALL WORK TO BE IN COMPLIANCE WITH PREVAILING CODES. D. - WATER LINES TO BE INSIDE OF WALLS, SURFACE MOUNTED WORK 15 NOT ACCEPTABLE." E ALL WATER LINES TO BE VALVED AT STUB -IN LOCATIONS. F. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL HATER HAMMER ARRESTORS IN LINE BEFORE ALL SOLENOID VALVES. I.E. AT DISHWASHER, DISPOSER(S), ICE MAKER(S), STEAMER(S), ETC. G. COOKING EQUIPMENT GAS PRESSURE TO BE 1-14" N.C.. FOR. NATURAL GAS AND 10" W.C. FOR LP GAS. H. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A GAS SOLENOID VALVE WITH INTERLOCK TO EXHAUST VENTILATOR FIRE PROTECTION SYSTEM -• ' PLUMBING CONTRACTOR TO PROVIDE AND INSTALL A CHECK VALVE IN CARBONATOR WATER SUPPLY LINE K. PROVIDE AND INSTALL PIPE HANGERS; FOR ALL PIPING SYSTEMS, CLL DETAIL ON SHEET P201 L. PLUMBER SHALL AMKE ALL FINAL CONNECTIONS TO ALL THE KITCHEN AND BAR EQUIPMENT INCLUDING INSTALLATION OF SPRAYERS, FOUCETS AND DRAINS. SAGiGFIAW PREVENTER SGHEDIJLE DESCRIPTION TAG VALVE MODEL ASS! HATER FL.ITER/GARBONATOR RPBA WATTS I" 55 OOq' QT -S 1013 HATER SOFTENER DCV WATTS 01 aT-S 1015 ICE MACHINE DCV WATI'5'3/4' SEMI/ -k r -S 1015 INSTALL ADDITIONAL BACKFLOW PREVENTERS AT EQUIPMENT CONNECTIONS FOR THE ITEMS LISTED BELOW WHEN REQUIRED BY LOCAL CODE CONTRACTOR TO FIELD VERIFY WITH LOCAL CODE OFFICIAL THE LOCATIONS AND QUANTITIES OF POINT OF USE BACKFLOW -PREVENTION PRIOR TO PERFORMING WORK. DESCRIPTION TAG VALVE MODEL ASSE GARBONATOR RPBA WATTS I" 550061 ` QT -S 1013 COFFEE / TEA BREWER DCV WATTS 3/8" SDS -FN 1022 EGOLAB CHEMICAL DISPENSERS RPBA WATTS 1/2" * OOG QT -5 1013 CHECK VALVES WATTS* LF600 SERIES. NOTE: I. VERIFY MAIN WATER SUPPLY BACKFLOW PREVENTION REQUIREMENTS WITH LOCAL CODE AT START OF CONSTRUCTION. PROVIDE BACKFLOW` PREVENTER' ON MAIN SERVICE IF REQUIRED. 2 ALWAYS VERIFY BACKFLOW VALVE REQUIREMENTS AND APPROVAL FOR, ALL EQUIPMENT' WITH AUTHORITIES HAVING JURISDICTION PRIOR TO INSTALLATION 3. GARBONATOR'TO HAVE STAINLESS STEEL`RPZ VALVE. 4.: PROVIDE 'Y" STRAINERS FOR ALL RPZ. VALVES. 5.. ALL BACKFLOW PREVENTERS ON THE PROJECT NEW AND OR EXISTING HAVE TO BE TESTED AND INSPECTED. AS REQUIRED BY CODE AND THE AUTHORITY HAVING JURISDICTION. PLUMBING CONTRACTOR TO PROVIDE TESTING DOCUMENTATION TO THE OWNER OPERATOR FOR T EIR RECORDS. 6• ALL REDUCED PRESSURE BACKFLO1/4 ASSEMBLIES SHOWN HAVE USG APPROVALS PLUMBING FIXTURE SCHEDULE MARK FIXTURE MINIMUM CONNECTION SIZES V G.W. Hi'L GA5 DESCRIPTION HDGP WATER CLOSET WATER CLOSET WALL URINAL HOOP WALL MT'D. URINAL CORIAN LAVATORY 1,1/2' 1 I/2' 11/2' FLOOR SINK -1/2" FLOOR DRAIN FLOOR DRAIN FLOOR DRAIN TRENCH DRAIN I -I/2' HOSE BIBS HALL TRAP PRIMER TRAP PRIMER HATER HEATER GREASE INTERCEPTOR ROOF DRAIN -I/2' 1-1/2 3/4' 1/2' 3/4' 3/4" 1/2" 1/21 2' 5011 115 3/40 AVAFWALL' NO. 285g.I28'E ON6ATE0 I28.6PF TOILET IlTH OPEN FRONT SEAT (NO Co)YEKAND ZURN NO Z-6000AV FLUSH VALVE W/ (2)',SPLJT RINGS (YJ) PIPE SUPPORTS hU INTER6RAL VAr✓UUM BREAKER PROVIDE WITH HALL CARRIER MOUNT AT HANDICAP HIEGHT A5.'A--MIAIl.' NO. 28541.1223 ELONGATED 128 OFF TOILET KITH OPEN FRONT SEAT NO GOV% AND ZURN NO Z-6000AV FLUSH VALVE HI (2) SPLIT RINGS (YJ) FIFE SUPPORTS HI MGM. VACUUM BREAKER PROVIDE WITH HALL CARRIER MOUNT AT STANDARD HIEGHT A.S. 'WPSHBROOK' NO. 6510525 WITH Z JRN 7R-6003 FLUSH VALVE (0.125 6PF) AND (2) SPLIT RING (YJ) PIFE SUPPORT AND INTERORAL VAGIMM BREAKER MOUNT AT HANDIGAPE HIEGHT A5.:' AASHBROOK" NO. 65.40525 WITH ZURN ZR -6003 FLUSH VALVE (0.125 6PF) AND (2) SPLIT RING (YJ) PIPE SUPPORT AND INTERORAL`VACUJM BREAKER MOUNT AT STANDARD HIEGHT 2410 Mariner Square Loop Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 LAVATORY BY MILLWORK PROVIDE E..KAY LKT31AC SELF CLOSING DRONE PLATED FAUCET , 120V/I4 SET AT 12'SEGOND TIME OUT NTH SLOAN ETF -460A GROiE GRID STRAINER EL TTE MODEL 65 M WITH CHICAGO. FAUCET Sell -CP WITH INTERGRAL VACU$ BREAKER AND FAUCET HALL SUPPORTS MOP SINK FAUCET WITH 5GOLAB CHEMICAL DIS BY VENDOR ZURN bg50 WITH ALL WHITE BAKED ENAMEL G.I. FLOOR SINK WJTBH HALF &RATE, AND STRAINER 12°-'b . X 8" DEEP ZURN 1950 WITH ALL WHITE BAKED ENAMEL G.I. FLOOR SINK 01115H HALF ORATE, AND STRAINER 12" ROUND X 8" DEEP ZURN `;1150 WITH ALL WHITE BAKED ENAMEL G.I. FLOOR SINK WUTBH HALF ORATE, AND STRAINER 12" ROUND X 8" DEEP WADE' 1100 STD FLOOR SINK WITH NICKEL BRONZE STRAINER 6' ROUND WADE 100 STD FLOOR SINK WITH NICKEL BRONZE STRAINER 6' ROUND WADE 0100 STD FLOOR SINK WITH NICKEL BRONZE 6' ROUND TABGO FTG -I248 STAINLESS STEEL WITH STAINLESS STEEL ORATE AND STAINLESS STEEL STRAINER BASKET 1400DFORD 11861, HOSE BIBB IN HALL BOX WITH VACUUM BREAKER, FREEZE PROOF PROVIDE WITH ALL ROUGH BRASS EXTERIOR FINISHES AO SMITH BTH-IGM, Iq9. MBH INPUT 230 OPH REC. a 100° RISE, 650 LBS, 115 V, I -PHASE ELECT, 6000 GALLON GREASE IN I LMGEPTOR UV MODEL 6000 WITH SAMPLING MANHOLE MIFAB R-II5O ROOF DRAIN / OVERFLOW WITH NO HUB CONNECTIONS 'LUMBINC FIXTURES (WATER GLOESTS AND URINALS) AND F=ITTINGS (PUAGETS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 5.303.6 HOT WATER HEATER SIZING CALC. FIXTURE BAR 4 COMPARTMENT SINK BLENDER STATION DUMP AND HAND SINK 3 COMPARTMENT POT SINK PREP SINK HAND SINK LAVATORY MOP SINK DISH MACHINE GLASS MACHINE QUANT. AND DEMAND I 16 6PH 205 &PH EA 20`5 &PH EA. I • 5q OPH I056PH 5 0 5 6P14 E.A. 4 o 5 OPH EA. lo106PH 0 28.8 OPH I0 28.8 6PH TOTAL HOT HATER DEMAND AT 100°F RISE ENTERING HATER TEMPERATURE ADJUSTMENT FOR 50°F ENTERING HATER = 0.a 211.6 X .q = 116 GALLONS PER HOUR k. SCHEDULES HATER HEATER HAS 230 GALLONS PER HOUR RECOVERY RATE 211.6 6P#f NOTES TO CONTRACTOR: A GATE VALVES SHALL NOT 13E1.6132 ON THIS JOB, ONLY BALL VALVES WILL BE APPROVED: AND THEY SHALL BE _'NIBCO" *5-585 FOR SWEAT SOLDER OR "NIBCO" it .T-585 FOR THREADED. BOM ARE TESTED FOR 600 P5114/ FULL PORT DIA. WHICH HILL NOT RESTRICT FLOW. B ALL PLUMBING VALVES, LINES AND EQUIPMENT SHALL BE PROPERLY LABELED. C PLUMBING CONTRACTOR (PC) SHALL SUPPLY $ INSTALL MIXING VALVES ON ALL HAND SINKS 4 LAVATORIES FOR ITIS DEG. F. (MAX) HOT WATER SUPPLY PC SHALL SUPPLY $ INSTALL CHECK VALVES ON ALL BAR SINK SHINS FAUCETS, SERVICE SINK 4 PRE -RINSE DOMESTIC COLD WATER CALCULATION LOSSES P.5.1. LEFT PIPE SIZE CW S.P.M. GW F.T. F.U. CW F.V. F.U. GW VEL. 'HW O.P.M.. 1 -IW F.T. F.U. HW VEL. P.5.I. AVAILABLE WATER METER: 150' 1/2" 2.6 2 35 2.6, 2 3.5 P.5.I. AVAILABLE AFTER PRESSURE REDUCING STATION 51 3/4" 5.8 1 3.6 5.8 Sb P.S.I. LOSS THRU WATER METER WA II. II 14 4.0 14 .. 4.0 P.5.I. L055 THRU BACKFLOW PREVENTOR. WA -I/4 21 21 5.0 21 21 5.0 LOSS DUE TO BLDG. HT 16- FT. X .43 1 1-1/2° 31 55 12 5.5 28 50 5.0 P.5.I. REQUIRED FOR FIXTURE 35 2" 61 I82 . 82 6.0 52. 125 5.0 L055 THRU MIXING VALVE WA 2-1/2" 100 315 250 6.0 TOTAL PRESSURE LOSS 42 3" P.5.1 AVAILABLE :FOR FRICTION L055 II AVAILABLE P.5.I. '61.0 X 100 =q00 P.5.1./ 100 FT. LENGTH OF RUN = 250 FT. 000- 250 = Sb OO FT. + 25% (FITTINGS) =.250 FT. SYSTEM SIZED ON 3.6 LOSS PER 100 FT,. 5" 6" 8° C REVIEUIIEQ' FOR. COD COMPLIANCE APPROVED JUL 0 3 2013 C BUl itv of Tukwila LD1NG DIVISION STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 95Z593.9787 PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION 55 SOIL OR HASTE BELOW GRADE OR FLOOR - - - 55 SOIL OR HASTE ABOVE GRADE OR FLOOR C.H. DOMESTIC -GOLD HATER - H.H. DOMESTIC HOT HATER - - - HJ^I.R HOT HATER RETURN 6. GAS PIPING G CD CONDENSATE DRAIN GD - V. SANITARY VENT - V. SANITARY VENT BELOW FLOOR V $:1 T.P.RV. TEMP. PRESS. RELIEF VALVE -VI- -4E04 G.V. GATE VALVE 5.O.V. SHUT-OFF VALVE l>4 G.C. GAS COCK I'- U. UNION ' HB. HOSE 5155 A.P. ACCESS PANEL -L_J O RD. ROOF DRAIN 0 OD. OVERFLOW DRAIN F.G.O. FLOOR CLEANOUT -() -1I W.G.O. HALL CLEANOUT -�-(1)-- C.O.T.6. CLEANOUT TO GRADE SD. STORM DRAIN 6H GREASE WATSE CH CONDENSATE HASTE V.T.R. VENT THRU ROOF • P.O.G. POINT OF CONNECTION I.E. INVERT ELEVATION BEL. BELOW DN. DOWN FLR.' FLOOR ABV. ABOVE SFGW SOFT FILTERED COLD HATER 6R. • GRADE (CT!) CONNECT TO EXISTING, VERIFY LOCATION (N) NEW (E) • EXISTING SCW SOFT COLD HATER INSULATION TABLE FOR WATER PIPING INSULATION 3/4" 1) ( ; oq ......... ALL iteuLATio SHALL BE lAVIR VALUES OF 4.0 TO 4.6 HASTE HATER HVAG HATER HTG DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION DESCRIPTION 0 cO Ea 0 -J crry R CFETIuliKEwp zcic J mNIT2c4E2\40T13Em: 5LL KITCHEN F.U. GPM MBH MBH MBH EXIST. NEN 127 157 1040 814 FUTURE TOTAL 127 157 1040 814 TOTAL GAS DEMAND r. 2053 MBH MAIN GAS PIPING SIZED BASED ON 2053 MBH DEMAND LESS THAN 200 FEET FROM GAS METER TO MOST REMOTE PRESSURE REGULATOR GAS PRESSURE 15 2 PSI GAS SHEET NUMBER P300