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HomeMy WebLinkAboutPermit PG13-073 - BUFFALO WILD WINGS - ALTERATIONBUFFALO WILD WINGS 295 TUKWILA PKWY PG1 3-073 Parcel No.: Address: City olkukwila 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 9202470100 295 TUKWILA PY TUKW Project Name: BUFFALO WILD WINGS PLUMBING/GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG 13-073 10/01/2013 03/30/2014 Owner: Name: Address: Contact Person: Name: Address: Email: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 TERRY WOMACK 10 S GRANT ST , ROSEVILLE CA 94678 TERRY@GOLDENPD.COM Contractor: Name: SERVICE PLUMBING & HEATING INC Address: 2100 196TH ST SW , LYNNWOOD WA 98036 Contractor License No: SERVIPH953QD Phone: 858-652-0336 Phone: (425)640-2121 Expiration Date: 11/11/2013 DESCRIPTION OF WORK: PROJECT SCOPE INCLUDES THE INSTALLATION OF WASTE AND VENT, GAS PIPING AND WATER PIPING BELOW AN EXISTING SLAB FOR FUTURE 8451 SF RESTAURANT. ALSO INSTALLATION OF NEW 6" FIRE SPRINKLER LATERAL AND TAP WITH NEW 2" DOMESTIC WATER SERVICE AND TAP. SEE ALSO PG 13-091 NO SANITARY SEWER WORK OUTSIDE OF THE BUILDING INCLUDING GREASE INTERCEPTOR IS PERMITTED UNDER THIS PLUMBING PERMIT. Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: $50,000.00 $987.00 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Uniform Plumbing Code Edition: International Fuel Gas Code Edition: 2009 2009 Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pres construction or the performance of work. on the back of this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions Date: / U`% `73 This permit sh. 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. tin^ 414 PS Dr_ 1'1_1174 Printed. 10-01-2013 PERMIT CONDITIONS Permit No. PG 13-073 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 Project 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 PG13-073 Printed: 10-01-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. P&/3•-073 Q5/6113 /1 /0y/t 3 Project No. Date Application Accepted: Date Application Expires: (For office 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 Site Address: 245-Tikwila Parkway King Co Assessor's Tax No.: Suite Number: Tenant Name: Buffalo Wild Wings PROPERTY 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: 011.40211 0100 Floor: 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): ir�ll�%�n 6b vqc4t; and 1-, vAv qi ocicAin) itio ext n: buil. • • The e ng • . • 'ng p. 4 wt remai • . n • ew : teri. wall . nd roo will const e arid' systehl� ant - be service .�n&re fit wit (4\( 144 _ f /� t Ili � r � (Mt �J�jI 1"1, r"�1 �JV� Building Use (per Int'1 Building Code): Resttturant I Occupancy (per Int'I Building Code): A2 (46S 3 ) A o III Utility Purveyor: Water: City of Tukwila H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 0-9.11.docx Revised: August 2011 bh Sewer: City of Tukwila 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 (-6) Rain water system — per drain (inside building) .'t ' y 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) �/ Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 0 Lavatory 4 Urinal 2 Water heater and/or vent 0 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 0 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 4 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 ov:r 2 inch (51 mm) diameter 0 Gas piping outlets 0 Fixture Type Qty Dental unit, cuspidor 0 Floor drain dv Receptor, indirect waste Building sewer and each trailer park sewer P 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 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR A�� AGENT: Signature: ) Date: 05/08/2013 Print Name: � Terry Womack Day Telephone: (858) 652-0336 Mailing Address: 10 S. Grant Street Roseville CA 95678 City State Zip H:\Applications\Forms-Applications On Line1201 I Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 201 I bh Page 2 of 2 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.TukwilaWA.gov Parcel No.: 9202470100 Address: 295 TUKWILA PY TUKW Suite No: Applicant: BUFFALO WILD WINGS RECEIPT Permit Number: PG13-073 Status: APPROVED Applied Date: 05/09/2013 Issue Date: Receipt No.: R13-02784 Payment Amount: $789.60 Initials: JEM Payment Date: 10/01/2013 12:25 PM User ID: 1165 Balance: $0.00 Payee: SERVICE PLUMBING & HEATING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6154 789.60 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322:103.00.00 789.60 Total: $789.60 Printari• 1n_!11_9f 1 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.TukwilaWA.gov Parcel No.: 9202470100 Address: 225 TUKWILA PY TUKW Suite No: Applicant: BUFFALO WILD WINGS RECEIPT Permit Number: PG13-073 Status: PENDING Applied Date: 05/09/2013 Issue Date: Receipt No.: R13-01570 Payment Amount: $254.10 Initials: LAW Payment Date: 05/09/2013 12:49 PM User ID: 1632 Balance: $1,016.40 Payee: TERRY WOMAC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 04416G ACCOUNT ITEM LIST: Description 254.10 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 254.10 Total: $254.10 n.:..a.. J. AG Aft AV1.0 INSPECTION RECORD Retain a copy with permit P613 "073 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: ti 1SJ«f\.ko UJ�(4 kit).A4 Type a nspec�ti (n: pt j ., , A (` ) J API:l.._ Address- ,r .�^ 1 01<- pitficoty Date Called: .1 Special Instructions: 1 5- 5- 0 A Al Date Wanted:7 ..14.2L., p.m- Requester: Phone No: . proved per applicable codes: Corrections required prior to approval. ,- COMMENTS: r - q -17"i hep T, 1 19erM 1 r c-,:) ,tomo (c -Q -70 Inspe bate: l-- 2> /4 REINSPECTION FEE REQUIRED nor to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 P&I3-013 Project: Typ of Inspection: Address- ,..- 2l �1 �L (W )A Date Called: (-i Special Instructions:. : - Date Wanted: r 2- 3 "�3 a.m. Requester:. _ Phone 3 l(.0 0 i W 2- —(013 Approved per applicable codes. Corrections required prior to approval. COMMENTS:. A --t( 14 1)73 vel C� G� G -b l Date: 12-f.'.3 REINSPECTION FEE REQ IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule. reinspection. INSPECTION NO INSPECTION RECORD Retain a copy with permit Pcc3-0-73 PERMIT N0. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Pro'ect: tJ A�-� �0 \.0 , t �1V nliS Type of Inspection: r� 69 ro , a A_O l�J (0tI,�.. Ad ress: 21i iok/DA(4ij,t( Date Called: ..__ Special Instructions: a r� S,`(1�1 S2K�� (�/ t rpt" P Opt Sk OA jt,.. S � Pit. � � Rat. 4.17 Date Wanted: r p - /� I ` �3 a.�t. p.m. Requester: Phone No: Co��, 415 -- CP 2Z - co o (cd Approved per applicable codes. Corrections required prior to approval. COMMENTS: U/ e_ W 4,I l _.- - 3LA-.06:1- oJai AJ i 01 j Q J /VQ.P_11► c LS &c. _ ITh ,S._ Z/2)« - of `� O.. ( `` — 0 ----IX„) us 'E -'l de- 0 /er Inspector: Date, n V n REINSPECTION FEE REdUIRED/ rior to next inspection., fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Elmendorf & Associates, Inc. Mechanical & Electrical Engineers 630 Front Street Klamath Falls, OR 97601 November 28, 2012 1317 MBH Architects 2470 Mariner Square Loop Alameda, CA 94501 Attn: Jonathan Jaeger Re: Buffalo Wild Wings, Tukwila, WA Dear Jonathan: The following is an item by item response to the plumbing plan check comments for the above mentioned project: Plumbing: 1. The above slab plumbing has been removed Sincerely, Jeff Elmendorf, PE Principal J�� ILg h,4 • �� sy City of Tukwila May 31, 2013 Terry Womack 10 S Grant St Roseville, CA 95678 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG13-073 Buffalo Wild Wings — 225 Tukwila Py Dear Mr. Womack, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Allen Johannessen at 206-433-7163 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely, MILC1664MIL-- Bill Rambo Permit Technician encl File: PGI3-073 W:IPermit CenterlCorrection Letters12013IPG13-073 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 16, 2013 Project Name: Buffalo Wild Wings Permit #: PG13-073 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The plan set provided is for all plumbing for the new building. However this permit is intended for the underground work only. Provide drawings that only pertain to the underground work. The plumbing for the remainder of the building shall be submitted at the time of application for and/or with the building permit. This plumbing permit as is cannot be approved without first reviewing the building permit. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. Page 2 of 2 r Jennifer Marshall From: Jared Taylor <jared@goldenpropertydevelopment.com> Sent: Thursday, May 09, 2013 2:47 PM To: Jennifer Marshall Cc: 'Terry Womack'; 'Todd Bayless'; 'Jonathan Jaeger' Subject: RE: Buffalo Wild Wings - Tukwila Jennifer, To follow up with your below request we provide the following plumbing scope description: "Project scope includes the installation of waste and vent, gas piping and water piping in an existing slab for a new 8,451 square foot restaurant. New 6" fire sprinkler lateral and tap and new 2" domestic water service and tap. " Please let us know if anything further is required. Thank you for your help! Jared Taylor GOLDEN PROPERTY DEVELOPMENT LLC 10 S. Grant Street Roseville, CA 95678 805 440 7537 Tel. 916 496 9769 Fax jared@goldenpd.com Original message From: Jennifer Marshall <Jennifer.Marshall@TukwilaWA.gov> Date: 05/09/2013 1:37 PM (GMT -08:00) To: "Terry Womack (terry@goldenpropertydevelopment.com)" <terry@goldenpropertydevelopment.com> Subject: Buffalo Wild Wings - Tukwila Hi Terry, I am working on getting the paperwork routed for Buffalo Wild Wings and see that the description provided for the Plumbing/Gas Piping is not acceptable. The description provided on this application is for the overall project. This description needs to be specific in regards to what the scope of work is for this one permit. Please provide an updated description as soon as possible. I also eliminated the extra information provided on the demolition permit application. The application submitted today now reads "Demolition of the existing building previously occupied by Bank of America. The existing building pad will remain." The other information you provided will be part of the scope of work for the Construction Permit Application for the new building and should not be referenced at this time. 1 • Also note that this will be the case for all subsequent submittals. The mechanical permit application should clearly state what the entire scope of the mechanical work only and same things for electrical, plumbing, etc. Jennifer Marshall Permit Technician, City of Tukwila T: 206 431-3670, F: 206 431-3665 The City of opportunity, the community of choice. 2 IIPERM1T COORS COP* PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-073 PROJECT NAME: SITE ADDRESS: BUFFALO WILD WINGS DATE: 06/24/13 225 TUKWILA PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: W 01.0213 Building Division 111 Public Works ❑ Fire Prevention Structural El Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete •Nt- Incomplete ❑ DUE DATE: 06/25/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route IN REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required n APPROVALS OR CORRECTIONS: Approved ❑ DUE DATE: 07/23/13 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: bPERMIT COORD COO PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: PG13-073 DATE: 05/09/13 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: kim:reA oS• (P' I' Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05/14/13 Not Applicable ❑ Comments: Permit Center'Use'Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/11/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 5;3— Notation: REVIEWER'S INITIALS: DATE: Permit'Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: �( 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: 6/` 4/ t 3 Plan Check/Permit Number: PG 13-073 ❑ 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: Buffalo Wild Wings Project Address: 225 Tukwila Py Contact Person: .NNW:C) TAT -e3 R . errY Co: Tomo!E`0 JUN 2 4 2013 HERMIT CENTER Phone Number: _ 8O5 L4O Summary of Revision: AOORE55EO ColmmF.rr B c �J sN�t�1i `r -H c �0 ►Ro L» PLO T.,✓ tAA RK (n✓ ThE tReV t5>O t7RA W(A✓y S . Sheet Number(s): P-1DO i P - otC Q "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1t9V^' kr Entered in Permits Plus on \applications\forms-applications on line\revision submittal Contractors or Tradespeople Peter Friendly Page General/Specialty Contractor A business registered as a construction contractor with LaI 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 WASSER PLUMBING LLC Construction Contractor Plumbing Unused 9/28/2005 9/28/2009 Expired AKAMAHL955KZ AKAMAI HOMES LLC Construction Contractor General Unused 5/9/2005 5/9/2009 Expired MILLEBC999CZ MILLENNIUM BUILDING CO INC Construction Contractor General Unused 2/9/2001 2/9/2008 Expired SERVIPH982P2 SERVICE PLUMBING a HEATING Construction Contractor General Unused 10/22/2002 10/22/2006 Re- 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 Et Casualty Co BKA54871662 09/01/2012 09/01/2014 $1,000,000.00 07/31/2013 4 Continental Western Ins Co CNP2772886 09/01/2008 '09/01/2012 $1,000,000.00 08/02/2011 3 AMERICAN STATES INS CO 01CG909337 10/21/2007 10/21/2008 $1,000,000.0009/21/2007 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 https://fortress.wa. gov/lni/bbip/Print.aspx 10/01/2013 I-1/2" I-1/4" GAS DOWN Co...<1`3"VTR (:).-1-1/2"VIR ( FOR ODE COMPLIANCE APPROVED JUL 0 3 2013 City of ila BUILDING ISION PROVIDE GAS SHUT OFF VALV, GAS FRESSURE REDUCIN REGULATOR FROM 2 P51 1r0 L:141 PRESSURE OAS, AND DRI " CzEs5 qq MBH I-1/4" GAS 2055 MBH rI-1/4" 6A5 1273 MI31-1 I" GAS 10/4 MBH 45 FU 3/4" AS DOWN TO WATER HEATER, DISTANCE FROM FIRE -55U REGULATOR TO HATERH4ThR 15 LESS THAN 20 FEET, Iclq MTH .. , I • I" 6A5 614 MBH PROVIDE GAS SHUT 0 VALVE, - — r, --GAS FRESSLIRE-REEVOINS--- - - —ttt-----RE-GULATOR-FROM-2-F5FTO-LOW--- F'RESSUIRE 6A5, AND RIF LE6 1 HATER HEATER FLUE AND COMBUSTION AIR W7I-K>1-3-EJ I-1/2" GAS120ANT-0-' WEIR— HEATERTDSTA1SC FROM— PRESSURE REGUL TOR TO HATER HEATER I LESS THAN 250 FEET, 14 MBH I" AS 780 MBH 1 2520 LBS Ict20 CFM OA 260 MBH 6AS i 60 MBH TRAP 3/4" CONDENSATE DRAIN AT UNIT 44" GA 50 MBH R7 • 0 -- 1 s. 1 1 1 2 -.1 _ '' 520 LB5 I20 CFM OA 360 MBH 1/2" 6A5 260 MBH PROVIDE 6A5 SHUT OFF VALVE, 6A5 PRESSURE RUCIN6 REGULATOR FROM P51 TO LOW 11 PRESSURE GAS, A DRIP L 1.I TRA DRA 3/4" CONDENSATE N AT UNIT TRAP 5/4" CONDENSATE DRAIN AT UNIT m . —260-M34-- ..... 1/2" 6A5 ---N 130 MBH 4" GA5 200 MBH OVIDE GAS SHUT OFF VALVE, 6AS PRESSURE REDUCING 6ULATOR FROM 2 P51 TO 14.0 SSURE GAS, AND DRIP 2520 LBS 10120 CFM OA 260 MBH 1/2" GAS 130 MBH •'PROVIDE GAS SHUT OFF VALVE, AS PRESS REDUC 1 NG REGULATOR F OM 2 P51 TO LON PRESSURE G , AND DRIP LEG PROVIDE 6AS HUT OFF VALVE, 6A5 PRESSURE DUC1N6 REGULATORFR1 2 P51 TO LOW PRESSURE 6AS, AND DRIP LEG ... L TRAP 3/4" CONDENSATE DRAIN AT UNIT TRAP 3/4" DRAIN AT CONNATE UNIT wL Penult No.! , Pan review approvatis Approval of thE violation of e approved FAN 1600 LB5 630 CFM OA 130 MBH . - .. SPILL 1-,-1/11-" CONDENSATE DRAIN INTO ROOF DRAIN NOT OVE FLOW -1-61563°00M9BHIZS LF14r SPILL 5/4" CONDENSATE RAIN DRAIN INTO ROO OVERFLOW µ ....... ......... ,,, 3" RO F DRAIN AND OVERFLOW CON CT DRAIN TO STORM HATE SYSTEM BELOW GRADE AND SPILL OVERFLOW ONTO GRADE, 2154 SG FT SEPARATE PERMIT REQUIRED FOR: ta Mei:Manta! o CA -Electrical Plumbing El Gas Piping City of Tukwila LVING DIVISION 5' ROOF DRAIN AND OVERFLOW CONNECT DRAIN TO STORM HATER SYSTEM BELOW GRADE AND SPILL. OVERFLOW ONTO GRADE, 18410 Sc' FT MEG1-4ANIGAL PLUME3INe SZOC, PLAN SCALE: 1/4"= 1 '-0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Bliilding Oivision INOTE: Rcvisions will require a new plan submittal and may include additional pian review fees. — 3" ROOF DRAIN AND OVER LOW CONNECT ',FAIN TO STORM WATER SYSTEM BELOW GRADE AND SPILL OVERFLOW ONTO GRADE, 13415 SQ FT 3" CO OF DRAIN AND OVERFLOW NECT DRAIN TO STORM SYSTEM BELOW GRADE AND SPILL OVERFLOW ONTO GRADE 2040 50 FT RECEIVED MAY 14 2013 TUKWILti PUBLIC WOW' • RECEIVED CITY OF TUKWILA MAY 0 9 2013 PERMIT CENTER 2410 Mariner Square Loop Alameda, CA 94501 Tel 510 865 8663 Fox 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 0 _J CO LOCATED AT: DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS—NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION 11 0 N) L.r) DESCRIPTION DEMO, PLUMBING & HEALTH SUBMITTALS 0 PROJECT NUMBER 1317 SHEET NUMBER M P100 4"S5 SEE CIVIL DRAIAll NS FOR CONTINUATION FROV I DE NEVI 2. PSI SAS METER PER SAS COMPANY STANDARDS SAS LOAD 15 205 Mi5H, D I STANPE FROM METER TO \ :MOST REMOTE SAS\FRESSURE RGULATORT 15 LESS, THAN 200 FEET .2 142"CIA1 SEE CIVIL DR i I N55 FOR WTINUATI ON L 4"SS SEE CIVIL DRAIAI 1 N55 FOR CONTINUATION 1/4 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION 0 1\)6( 07 s RECEIVED -crrto-F-TuK MAY 0 9 2013 PERM!T CENTER 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 . . ,F,.. o • : 1h4. ,, 7•• - Ilia 136 ,t. 4R sT0 % tivir ONA EXPIRES 3-3-15 , •.,w - AI i ou STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 LOCATED AT: SOUTH CENTER MALL 225 TUKWILA PARKWAY TUKWILA, WA 98188 LL D CO DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION DAWI\G ISSUE DATE ro (0 Lo DESCRIPTION DEMO, PLUMBING & HEALTH SUBMITTALS 0 z SITE PLUMBING PIPING PLAN PROJECT NUMBER 1317 SHEET NUMBER P001 GREASE INTERCEPTOR PROVIDED AND INTSALLED BY PLUMBER. SHOWN HERE FOR COORDINATION. Sit CIVIL DRAWING5 FOR EXACT LOCATION 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 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila U1LDI.NG DIVISION EXPIRES 3-3-15 2"55 STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 2"55 -112"V NOTE: PLUMBING FIXTJRES THAT ARE ABOVE FLOOR ARE SHOWN FOR CLARITY • • z 0 J 0J L.L m LOCATED AT: DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION w 1- 0 Pr) C0 10 rn W I (r) (r) • I.;-1/2! • • Fg DESCRIPTION 0 z DEMO, PLUMBING & HEALTH SUBMITTALS PLUMBING RESUBMITTAL CI- c.� 0 0 w PROJECT NUMBER 1317 SHEET NUMBER P100 NOT USE1731 PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADULATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC 13 1111 REFER TO ARCHITECT'S I CONDENSATE DRIAN DRAWING FOR APPLICATION MINIMUM 12" ABOVE ROOF PIPING IN WALL FRAMING OR EXPOSED OF VENT PIPE BOOT 2 410 Y i Square Loop INSTALLATION WITH ROOFING MATERIAL U r n e r SPILL CONDENSATE Alameda, CA 94501 DRAIN PIPING INDIRECTLY Tel 5 1 0 8 6 5 8 6 6 3 OVER FLOOR SINK ROOF INSULATION II I Fax 510 865 1611 III 111 111 111 ROOF DECK PROVIDE PROVIDE SLEEVE IF REQUIRED BY TYPE `— ANCHOR PIPE TO ROOF DECK OR JOISTS WITH EImendOrf & Associates Mechanical Engineers P -TRAP WHEN OF ROOF DECK U -BOLT AROUND PIPE AND ANGLE IRON 2518 East Bay Drive, NW REQUIRED, MINIMUM 12" BELOW ROOF "o WELDED OR SCREWED TO Gig Harbor, WA 98335 DECK OR JOIST 253-514-6036 1 FLOOR SIN \--/ REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR TURN ELBOW MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY h OUT OVER DRAIN BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY FLOORSINK VERTICAL SURFACE. PROVIDE 1" FIBERGLASS SERVICE JACKET ON VENT PIPE INSIDE THRU ROOF LOCATION. VERIFY FLASHING ROOFING CONTRACTOR. BUILDING INSULATION WITH ALL - WITHIN SIX FEET OF VENT AND CONTERFLASHING WITH GONr,. T 1RM I NATION VENT F N TRAT I ON O Scale: NONE Scale: NONE O Scale: NONE PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "GO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SGORIATED FOR UNFINISI IED FLOORS). PROVIDE BRONZE PLUG IN GAST IRON BODY. MEMBRANE CLAMP FLOOR SLAB ON GRADE ,lam INTO CENTER 0 T '. PROVIDE CLEANOUTS IN DISCHARGE % �' TURNS/ENDS OF PIPE. USE % DWV FITTINGS IF SIZE IS LARGER THAN 1" SLOPE PIPE AS MUCH AS HOLE OF GRATE RECEPTICALE SUFFICIENT TO AND STRAINER. GAP = TWO OF WASTE WITH AIR GAPIlr REMOVE GRATE MINIMUM PIPE DIAMETERS � ■ ' ANCHOR NOTE:' SUILDINsSTRUCTURE - PER NFPA MAY VARY 9136 � ,t• -- POSSIBLE '. POSSIBLE �� MATCH INSTALLATION TO 6111LDIN6 ` `I3'1' TOWARD DISCHARGE - STRUCTURE ATTACHMENT. REFER TO STRUCTURAL DRAWIN% FOR ONAL '.4, . Zw I , ... Y " • MAKE CONNECTION EXPIRES 3-3-15 L, TO EQUIPMENT AS. REQUIRED AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT SCHEDULE 40 PVG rl SAME SIZE A5 SEWER I�I UP TO 4" MAXIMUM bJ LONG SWEEP ELBOW AT NJ END OR TURN OF RUN MAKE PIPE MINIMUM ONE SIZE VERIFY WITH LOCAL 3/8" ALL -THREAD ROD FOR <=4" PIPE. LARGER THAN EQUIPMENT CON- CODES IF/WHEN NECTION, MINIMUM 3/4". USE "M" AND/OR VENT "L" TRAP ARE RE- FOR LARGE PIPE: SIZES SEE NFPA I. BELOW FLOOR OR HARD COPPER UP TO 1°' QUIRED FOR AND TYPE DWV FOR LARGER OF DRAIN THE LENGTH PIPE INSTALLED COMBINATION WYE AND SANITARY OR STORM SEWER LINE w EIGHTH BEND IN RUN. ENTR TOP OF PIPE HANGER - GRINNEL FIG. 69 ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. PIPE AS REQUIRED. DO NOT INSULATE INDIRECT WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. HANG DRAIN PIPE ,,....,`'. `� ', DIRECTION 3=11 1 im ‹ LOCATE AT BUILDING OF PIPE GREATER ON STRAIGHT RUNS, PROVIDE BACKFILL LOCATE CLEANOUTS CONSULT LOCAL LOC;IS CODES EXIT, THAN 45 AND W HERE PER ARCHITECTURAL WHERE FOR GLEA AT DEGREES, THERE II ENDS OF SHOWN 15 15" OTHER FGO OF FLOW RUNS, AT TURNS AT SO' INTERVALS ON PLANS. SPEGIFIGATIONS. CLEAR AROUND. REQUIREMENTS. BOUT ��,,,, .;;•;:'' TYPICAL INDIRECT DRAIN FROM EQUIPMENT. ALL INDIRECT WASTE DRAIN PIPING SHALL (' ''''.% 0 TERMINATE WITH A 45" ANGLE CUT,; :, ON INSULATED PIPE. PROVIDE RA TYPICAL. REMOVE ALL BURS AND FILE DOWN SHARP EDGES. C:13 s', PIPE SUPPORT SHIELD j�I I I r, I R CT r,IRA I I Ij�I FE j®j STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 O Scale: NONE Scale: NONE PHONE 952.593.97873 02 Scale: NONE THICK HEIGHT TO BE 2'-0"x 2'-O"x 4" CONCRETE COLLAR WITH SILICONE SEAL PROVIDE 1" ELASTOMERIC INSULATION OVER HEAT 1/2' LOWER THAN TOP /'� V J #4 RE -BAR EACH WAY UNLESS SET IN SLAB. CHAMFER EDGE PVC TRAFFIC RATEDVENT CLEANOUT FITTING FINISH GRADE AROUND PIPE TRACING ON CONDENSATE LINE - IF/WHEN FREEZER/ COOLER BOX ONLY - (ELEC. HEATING CABLE IS BY OTHERS) / OF DRAIN PAN PENETRATION UNI❑N -C9 A,C,UNIT LUG �_I'1= -� Z ' II=III 111=11 COIL ■ `So ```- a - III�11P111�II - I o%�`�`�`-1 / � _�_DX e' ' /` PROVIDE TRAP CO �""-,o �� Y , J OO i�� COMPACTED EARTH IIII DTIill I III � %/, / /` ` � ` AS AT BOTTOM OF PROVIDE CLEANOUT RISER AND DIS CHARGE INTO IN TURNS AND ENDS OF PIPE I ► C OD G W FLOOR SINK WITH AIR GAP OF TWO MAKE CONNECTION ♦ �♦ �♦ Q w Q J W � Q PIPE DIAMETERS TO COIL AS REQUIRED oN DRAW THRU UNITS uJ FLOOR SINK NO INSULATION ON PIPE RISER X = UNIT TOTAL STATIC �♦ �♦ 1- z m_ FLOOR I `� WALK-IN COOLER OR FREEZER BOX PRESSURE + 2" •••• tJ,J CC °11 dill I.- DEPTH .w\:\ REQUIRED Y = 3" MIN. J V SCHEDULE 40 PVC NOTE: 111110 . 111111 U sEE FLOOR PLAN FOR RECEPTACLE LOCATION. INSTALL PIPE HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT ROOF O O = J 1- THIS DETAIL SIMILARJ 11161 III�II SEE PLANS FOR FOR ONE-WAY CLEAN OUT TO GRADE. MAIN SIZE MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITHTHRU LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT.AH.%**- REFER TO LOCAL CODE FOR INDIRECT DRAIN REQUIREMENTS. INSULATED CONDENSATE RUN CONDENSATE PIPING DOWN ROOF TO J❑IST SPACE Q r-, LO 1— (V CV ! =i I PIPING 111 TIBO=I"IAY CLEANOUTCONr,ENSATE LANOUT GAST IRON 2////,///J_ r,RA I N CONI, NSAT CONNECTION pp 08 Scale: NONE Scale: NONE 03 Scale: NONE NOTE: GAST 2 -WAY IRON CLEANOUT SHALL ALL SE DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION 1 -- • T • FINISHED WALL SURFACE STRUCTURE �^ r7 7WALL/EQUIVALENT WASTE PIPE TO �"-- � SINK/FIXTURE ABOVECODE REVIEWED FOR COMPLIANCE � o 0 [,-?—i I-- ACCESS COVER THREADED CLEANOUT - 3-5/16" X 1-3/8" CEILING / FLANGE TO WALL STRUCTURE 6" AFF C „ 3/ 8 MINIMUM • APPROVED JUL 0 3 2013 City of Tukwila ( J U) H I1 --- - FLUSH CLEANOUT CAF `• _ oozeW AND $ FRAMEFASTEN C. , 1 SCHED. 40 PVC /: 2" CLEANOUT TEE FITTING. • --_k ` , ,-.. `' CLEANOUT COVER STANDARD WITH ACCESS INSTALLED IN A 3%" METAL THREADED ROD BUILDING DIVISIONm D f" STUD WALL. liiwmiiuiumtuuuiiiiuiiminuimimmuwnmwtEw" 2 J _.......1PIPE • CLAMP NOTE: TRIANGULATE BRACING WASTE PIPE TO FLOOR SINK BELOW I F SUFFORT EFTA 41, I L. n- n , D_ U c W 2 z En D _, 0_ O w ,.:::::1 ::: ::::: A I s ilo I � LE!ANOUT q Scale: NONE O z 0 4 Scale: NONE DWV COPPER ONLY, NO PVC ALLOWED WALL SUPPORT MOUNTED PIPE REF. 9/P101 7 3 I -- W 0 Z V ' mi. -Lit -- TYPICAL INDIRECT ' 13 DRAIN FROM EQUIPMENT. / VVV FLOOR LINE ° 1► 1� 1� IUP:.p " " ' ' -°.III .44 ° min im P: .° 4 1- I I -I I 1 1 I I—I I I- III- I Ip - �-=-I�I ---II-111- � = �_ — ''` G ( RECEIVED ECEIVED PROJECT NUMBER BER 1 31 7 I—I I I-11�=1I-I=_ _i 1=-1 I -I-ll %I ,= 1-1 1— _ FLOOR SINK I III—I --=I—�= -- 111-111-111-111-111-111 = 1 I— I 1— — --1 ITYMOAYFS0T9UK2W3I-A - SHEET NUMBER -111-111 LOOIR SINK HI 1, 1 — 1 19 TAI 1 H111-111 05 Scale: NONE 2 4 7 0 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 ----t-1/4" GAS SEE CIVIL DRAWINGS FOR CONTINUATI N EXPIRES 3-3-15 2-1/2" CW SEE CIVIL DRAWINGS FOR CONTINUATION . , ... • • . . . . •.: ; :,, STORE DESIGN 5500 WAYZATA BLVD. STE 1600 MINNEAPOLIS, MN 55416 PHONE 952.593.9943 FAX 952.593.9787 • •• :•.•; A • ,,,,,,,, .„. z.-5.5-•;,••••555'n'ts.'tn•rtnn,r5nL, 2:22,222.. z 0 u_ ca LOCATED AT: SOUTH CENTER MALL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION bJ 1- 0 ...: ::. ; ; 5. 2 " • . . , • ; ; ; s: .., ..x.:.,........,:„........„.............„,,,,„‘„,„„‘„„„............._.„.4„......„,w,„....k.e„.„.........„........„.....„.....„ „:„.a...,:..„,?„,_„.....„4„.L„..„........„„,„„i........„,_„....,k....z..ss......„,................„...,,,....„„....„........•„...........„...„„.„.„„,.....„..„.„..„,....„.„„:„...„„,...,,,..„,..................„:„.....„.„.....„___,.......„.„.............4„1„:„k„... • . • • . • • . . • . • i . . • ,,,f,,,,,„„.„,„:am„.,„,,„—,..,.,•:•,•,:,::.r,--„:„„:„--4.,,:;=,„.,,„,,,,,,,,,..„,,,----„„.;--- .„.„,:..„,,,.„.,,..„..4.,,,,,„„,,,,=,„,„=;,:=,,,,,„,..,„ . . ,,••• ...... ,, .„.... . ...„ ......... , • . ...• ....„....„.....,..... ... , ..... -" ii ,,,,,, , • ir .,,,,, •,„:: „i ,.:,....- .. „.,„ :.: „ , :,,,, „.„ . • , „ ,,,, • ii 'i., ':•••:2i2•2A2*.i!:.27: '.:A2r:A2',-2•'.:••••' ,:::.:2::.:,..7.7.;.2::: — - - • : ii ... , , . •,,,s ,:2;;;;.A.:::•;:§'?":i v.: :•:. 5 :: k 5 :, • ' , ::::; ..i ......'.......... ,,,,,, -.-....-.. , — — ,:kkkkkkkk=kk. • • • • • . . •• ;.; nv DESCRIPTION 0 z DEMO, PLUMBING & HEALTH SUBMITTALS PLUMBING RESUBMITTAL :. . . .:, l• ' , , .:. PROJECT NUMBER 1317 SHEET NUMBER P200 2 410 Mariner Square a r e Loop Alameda, CA 94501 .Tel .510 865.8663 Fax 510 8 6 5 1611 WATTS 3/4" 530 - G PRESSURE RELIEF VALVE �� 4" 0 AL2g4C STAINLESS STEEL „ 4 AL2g4G STAINLESS STEEL FLUE WITH GOOSENECK ROOFo 2-1/2" G OUTSIDE AIR INTAKE WITH GOOSENECK 4'10AL2g4G STAINLESS STEEL COMBUSTION AIR AND FLUE PRE55U - �� WATTS I", 223 PRESSURE REDUCING VALVE WITH STRAINER SET AT 61 PS �� ,, 2-1/2" GW PRESSURE GW I GW _ G NOTE: CONTRACTOR SHALL GAUGE GAUGE REGIRGULATIN6 PUMP ' : ' PROVIDE 5 -LINE SUPPORTS GRUNFOS CIRCULATING PUMP o - - AT SPACING INTERVALS AS of MODEL * UPI5-18SF (5/4') IIISCHEDULED 'iii —ll 1i■ I I -1 I!II IIS ' I ' 1•11111101 IN THE. EXPANSION TANK AMTROL ST -I2 -C WATER TEMPERATURE GAUGE (TYPICAL) 6 GPM co 7LO" OF HEAD 120Y/14�/60Hz I '° / N - L PLUMBING SPECIFICATION9 PIPING FULL PORTED FUPORTED I LL GK VALVESINSULATE CHE AL TO GATE VALVE (TYP.) B -LINE BTV SERIF BALL VALVE .UNIO BALL VALVE STOP HOT 4 GOLD 1/2" HW WATER TRANSFER. FLUE THRU RooF SEE INSTALLED SIZE AS SHOWN ON FLOOR PLAN UNION i- PIPE CLAMP 1/2" GW BY PLUMBER +� j 140 F WATER 2" GW SUPPLY T❑ FIXTURES ' it • - jam- _ .� S COMBUSTION AIR THRU ROOt- NOTE: CONTRACTOR T_I I/1 , INSTALLED BY PLUMBER A.V B. CHECK VALVE (TVP.) I Iar Elmendorf & Associates Mechanical Engineers 2518 East Bay Drive, NW Gig Harbor, WA 98335 253-514-6036 CEILING c CEILING 2 e„� i■ IINI I I I I I I ■i „ SHALL CONFIRM .SOFTENED WATER TO = -- -ILII _INTI „� = EXISTING 6A5, CONDENSATE, i A.S.ME. TEMP. E �_ WATER HEATER B -LINE G -PORT REFRIGERATION PIPING I PRESS. R�LIEP VALVE o� i - - I - PUMP 2 Oh PRESSURES A� G-6 SERIES - j� 1ADJUST PRESSURE ROOF SUPPORT sIZE AS SHOWN C� I �F Z BALL VALVE (TVP) 2-I/2" GW f" REDUCING VALVES FOR PROPER OPERATION ON FLOOR PLAN iii Al ll ,'J 6 ■ FULL PORTED FULL SIZE T 4 P RELIEF I GHEGK VALVE (TYP AIR RELEASE VALVE ROO EGOLAB W WH -1 BALL VALVE LINE TERMINATE AT FLOOR 2-I/2"' GW EGOLAB DRAIN IN CLOSE D SECURE WATER HEATER WITH TWO 14 6A X 2" �-STRAPS WATTS 2", 223 PRESSURE GAS VALVE- - 3/8" AND SECURE TO WALL FRAMING USING X 2-1/2" LAG STRAPS BE AT REDUCING VALVE WITH _ O1/2" TEMPERED i BOLTS, TO MOUNT ASSEWMBLY STRAINER SET AT 51 P51 ( UNION (TYPICAL)'' TOP 1./3 OF TANK AND BOTTOM 1/3 OF TANK WALL RPZ VALVE AT TO WATER SUPPLY -----____u IL- IL TO EGOLAB ECOLAB WATER i DIRT LEG WATTS MODEL SUPPLY CONNECTION. I +I I DRAIN VALVE W/HOSE CONNECTION II oOgQT-S (I/2") I I I RPZ Tom- / PRESSURE REI,UG I e ST' ON I F OI 1 tO® SUPPORT REDUCED PRE:SSUR is FLOOR ' RPZ ZONE BACKFLOW PREVENTER WITH , ` ` - THERMOSTAT! MIXING, VALVE ■ FLOOR SINK �I „ „ Scale: NONE 16 Scale: NONE "Y" STRAINER. [ f-zN 6rng 7o 5'-0' A.F.F. MAX 5'-0' A,F,F, MAX 3/4" DRAIN PAN LINE INSTALL WATER HEATER ON 4x36 x36 : >' � l TMV TERMINATE AS SHOWN CONCRETE TILED Y CURB. CURB BI- MOP SINK - ) GENERAL ON FLOOR PLAN GENERAL CONTRACTOR Og ` s� It S�Li ' - Nw V �` 1 �"� 391' ' \ L18 y� ♦<r�► { �:• . : -� �r��3. 1::::41:::: - �► MOP SINK G :, FILTERED WATER FAUCET PAN BY PLUMBING CONTRACTOR PROVIDE SHUTOFF VALVE ON ROUGH -IN A SUPPLY DOWN IN I/2" 42" A.F.F.NOTES: 42 A.F 1. PROVIDE AND INSTALL CONDENSATE DRAIN PIPING FROM WATER HEATER VENT MANUFACTURES RECOMMENDATIONS. PIPING PER BACKFLOW PREVENTOR PARTITION WHERE SHOWN ON ;PLAN ADAPTER AND SIX FOOT LONG",i 1/2„ UNION -A.C.UNIT DRAIN 2. PROVIDE AND INSTALL EXHAUST AND COMBUSTION AIR PIPING AS REQUIRED SPECIFICATIONS.• PER MANUFACTURES REINFORCES; FOOD p/ CONTACT MANUFACTURE FOR START UP AND TO CONFIRM WATER HEATER NAS BEEN PROPERLY GRADE PLASTIC TUBING TO CURER WATER INLET. UNION - GAS COCKEXPIRES �+ ZI;/*�i,�A,- - / 3-3-15 CURER MOP SINK MOP SINK INSTALLED. FLOOR CONNECT TO CUBER DOMESTIC WATER HEATER AND ICE BIN DRAIN INDIRECT DRAIN OPEN j I�U FRONT VIEW SIDS VIEW OUTLETS AS TO ATMOSPHERE AT �• REQUIRED ICE BIN UPPER END •� AT MOP SINK AT MOP SINK DESIGNATION GFH INPUT GPM. RECOVERY 100°F FUEL MANUFACTURER MODEL TRUN DOWN AND - R❑❑F �' STORE 5500 WAYZATA MINNEAPOLIS, PHONE FAX �� �`' `\ � DESIGN BLVD. MN 952.593.9943 952.593.9787 STE 1600 55416 INDIRECTLY DRIP/DIRT LEG •. NOTE: OPTIONAL VERIFY WITH OWklER.SPILL INTO FLOOR SINK A �• INTR. HTR./ Act 250 NATURAL OAS A.O. SMITH - CYCLONE MODEL *13TH - Iqq STORAGE TANK PRESSURE RELIEF 125 P51 100 GALLON STORAGE _ REVIEWED FOR FLOOR f SEALED DIRECT VENT AND COMBUSTION AIR IW R1 C1EXPANSION R1C2 R1 C3 WH -1 # CODE COMPLIANCE IW TANK - AMTROL MODEL ST -12-0 R2C2 R2C3 APPROVED \ / FLOOR SINK PROVIDE AIR GAP OF R2C1 NOTES: TWICE PIPE DIAMETER PIPE SUPPORT ORDER THE THERMOSTATIC, MIXING VALVE WITH MAXIMUM TEMPERATURE FACTORY PRE SET AT I20°F. • I. THIS SYSTEM 15 TO BE SET UP TO 2. CONTACT MANUFACTURE FOR START DELIVER I40°F HOT WATER. UP AND INSTALLATION INSPECTION. JUL 0 3 2013 SEE DETAIL 3. PROVIDE AQUASTAT PUMP CONTROLLER AND TIME CLOCK FOR NIGHT SHUT DOWN CONTROL. City of Tukwila PROVIDESHOWN FIIS CONNECTIONSHWTHMANUFACTURERIRED SCEM TIWATER ADJUST N AT ROUGHC. S REQU TOP OF TO ICE MACHINE. ARRANGEMENT SUIT CONDITIONS. VERIFY BUILDING DIVISION C0 r `IT S�/ I I lAtATER TERS I I Ne T I L I MACH! ' S�/ SU � I I� I �/ �� �� I �I ��TI ®1 O Scale: NONE 04 Scale: NONE Scale: NONE Scale NONE r I� v COLD WATER SUPPLY TO WATER HEATER PIPE HANGER NEXT TO PIPE TEE GATE VAL WATTS REDUCED 2-1/2", q5'7 RPDA OSY PRESSURE PDI SIZE T� (INSTALL PER PDI STANDARDS AND MANUFACTURER'S IF LONG, IF PROVIDE HORIZONTAL BRANCH IS LESS THAN 20' PROVIDE ONE HA AT END OF LINE BRANCH IS GREATER THAN 20' LONG,CO ANOTHER HA IN MIDDLE, EACH REDUCE TO 1/2 PRIOR PIPE DIELECTRIC N IF ANCHOR - PER NFPA BACKFLOW "A" INSTRUCTIONS SIZED e FOR HALF THE FIXTURE UNITS o 1 3 4' TO FILTERSULTANS / pi SHUT OFF VALVE DCV BFP WATTS 007QT BY GC BY GC TYP TYP AT EQUIP. CONNECTION DISSIMILAR METALS` MOIRE MAY VARY ' + ' _ 3/4• MATCH INSTALLATION TO BUILDING _ SINGLE FIXTURE MULTIPLE FIXTURES J Q CO J co Q T F"- G 00 0 Q w .Q ” ' ��I'Ii�'I'1111'II II f IIMi■�!� STRUCTURE WPM TO 5TRUCTURAL DRAWINGS FOR "-m 3/4" FILTERED COLD WATER .1.1 . ■�s"�T�""�'" ■�'' 3/4° UNE TO DISH MACHINE = ATTAGM�NT. FIXTURE UNIT TABULATION HARD COPPER UNE PDI PIPE FIXTURE TEMPORARY FlLTETtS TO BE SIZE SIZE UNIT LOAD INSTALLED BY EIWW VENDOR I I MACHINE 3 FIXTURE COLD HOT DURING INSTALLATION AND DISH WELDED STEEL WATTS TTFDI FDA 125, p HA- REPLACED WITH NEW PERMANENT 1 SELECTO I 'IC62+ BUTYL DIAPHRAGM -�� EXPANSION WITH POLYPRO- TANK c` _ 2-I/2" STRAINER g A 1/2" 1-11 VALVE WATER CLOSET 10 -- FILTERS DURING TRAINING �� i I `--- PYLENE PYLENE LINING �� PIPE HA- B 31/42:: 4 / 12-32 TANK WATER CLOSET 5 -- AIR CHARGING VALVE 3/8 ALL -THREAD ROD FOR <=4 PIPE. STAND .,. FILL TANK WITH AIR FOR LARGER PIPE SIZES SEE NFPA 13. HA- C 1" 33-60 URINAL 5 -- Q O w ~ <C Z J I„I„I - �C V U ---I O = J - 1-• PRESSURE TO - EQUPMENT PROVIDE) MATCH WATER PRESSURE, HA- D 1-1 /4" 61-113 LAVATORY/SINK 1.5 1.5 BY BWW 1' DOMESTIC COLD WATER- P VENDOR INSTALLED BY GC OPEN VALVE - HANGER - GRINNi=L FIG. ba I HARD COPPER UNE ` FURNISHED AND INSTATED FURTHEN D 1 BY GENERAL CONTRACTOR LOCATED NEAR ICE MACHINE BY SIE D AND OR le HA- E 1-1/2" 114-154 JANITOR'S SINK 3 3 REDUCE TO DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. INSTALL'1ITEMS HA- F 2" 154-330 SHOWER/BATHTUB 2 2 1/2' PRIOR PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FURNISHED BY WATER COMPANY, PAY ANY FEES REQUIRED BY WATER 3/4' 1... --.... ° � TO FILTER 3/4 3/4 o SHUT OFF VALVE DCV BFP WATTS 55007QT-S BY BY GC TYPCOMPANY, GC TYP AT EQUIP. CONNECTION '_ 3/4° FIELD CONDITIONS. MAKE FOLLOW MANUFACTURER'S PIPE SAME SIZE AS TANK FITTING. INSTRUCTIONS FOR INSTALLATION, WHEN INSTALLED. �. �����'' COMPANY. •\ FURNISH AND PROVIDE BACKFLOW INSTALL ITEMS NOT PROVIDED BY TI;1= PREVENTER OF TYPE MANUFACTURER WATER PC TO PROVIDE WATER HAMMER PLUMBING PRODUCTS, WATTS OR ARRESTERS BY SIOUX CHIEF, PRECISION APPROVED EQUIVALENT WITH PISTON = = , 0 ' U. CI) (V �� PROCEDURE. VERIFY PROPER OPERATION I/ NSTM HAVING ANANDD( 0-RINGCONSTRUCTION, #1010 I■�T■I - ■ --'' 3/4' UNE TO ICE MAKER APPROVED BY LOCAL AUTHORITIES. TION, I #W RU # ARIN 26 INST HORIZONTAL OVERTICAL LOCATED NEAR COKE STATION 1 1 ■IS EXPANSION TANK INSTALLATION SHALL OCCUR ONLY WHEN THERE ON INSULATED PIPE. PROVIDE PROVIDE ANY REQUIRED GERTIFIGATION OF TESTING POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FURNISHED AND INSTALLED EQUIPMENT PROVIDED BY GENERAL CONTRACTOR VENDOR INSTALLED BY INN/ BY GCINSTALLED FURNISHED BY GC TEMPORARY FILTERS TO BE COKE VENDORALLED 1 BY BWW VENDOR'., DURING AND 1 ; SHUT OFF VALVE TYP UNE TO TEA/COFFEE A BACK FLOW PREVENTION TENANT SPACE WATER SYSTEM ORWATER SYSTEM. l'i ', '� PIPE SUPPORT SHIELD. OF THE BACKFLOW PREVENTER TO LOCAL AUTHORITIES. FLOW DIRECTION IF POSSIBLE. SIZE DRAWINGS AND/OR PER THE TABLES THE UNITS AS SHOWN ON THE SHOWN ABOVE. PROVIDE ACCESS D WI11-LATK)N REPLACED WITH NEW PERMANENT 1 FILTERS DURING TRNNNG �� 1 1 '., — 3/8' BREWERS BY GC 1 PANEL FOR SERVICING OR REPLACEMENT, WHERE REQUIRED. CO REDUCE TO 1/2' PRIOR SHUT OFF VALVE BY GC TYP DCV BFP WATTS SD -3 EXPANS I ON TAN fp I FE HAI ►SER r7TAIL / LATER SER VI I C I I RAI I C ; HAMMER ARRESTERS TO FILTER 61' GC TYP AT EQUIP. 08 18 �� MANIFOLD ICE MAKER FILTRATION O Scale: NONE �lL11,--e- ii- i SELECT° • CONNECTION Scale: NONE Scale: NONE Scale: NONE 1 I— 3/4° TUBE) SMF IM614, DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF A N Y DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION TEMPORARY BY BWW VENDOFILTER DURING (NST TIALLA ON TO BE INSTALLED I PIPESTA 6A5 PIPING 1 1 STAINLESS STEEL RPZ BFP COKE DISPENSER AT ORDERING COUNTER AND REPLACED WITH 2 NEW PERMANENT 3/8 FILTERS DURING TRAINING-.____ WATTS SSOO9QT-S BY GC 1=1 --COKE DISPENSER BACK BAR AS PIPE IN CEILING SPACE ...._i 1 3/8 1 TU � � TYP AT EQUIP. CONNECTION ` SUPPORTED PER DETAIL 3/8" TUBE----/ © 1. BAR GUN =MIMI% I/2" MIN. GIN. SUPPLY ROOF STRUGTU BEVERAGE FILTRATIONT\-sHurOFvLVE TYP (AVOID DIRECT SELECTO ...--(1/2' TUBE CONNECTIONS TO PREVENT CEILING UNION 1" To SMF IC614-2 COKE VENDOR SCOPE NOTES: ��� BAR GUN FOREIGN MATERIAL FROM DO NOT INSTALL VALVES IN CEILING SPACE GW SUPPLY O FILTER SYSTEM WATER SCE FLDOR I. PIPING SHALL E3E SUPPORTED AT ALL ELBOWS AND .-� s y4 s DCV BFP WATTS SD -3 BY GC 3/8 TUBE ENTERING PRIMER VALVE) 1 RPZ PLANS AND WATER FILTER TEES AND AT SPACING SPECIFIED IN TABLE B!L0 W Q ,n \ cris in COKE TECHS WILL INSTALL 1/2' BEVERAGE UNE FROM THE BEVERAGE FILTER SYSTEM TO THE MANIFOLD ! TYP AT EQUIP. CONNECTION . COKE TECHS WILL INSTALL BEVERAGE UNE FROM THE MANIFOLD TO HE CARBINATORS 2 PIPING, SCHEMATIC. PIPING SHALL BE SLOPED AND ROUTED TO PREVENT "3/8' TURN BACK INTO WALL CAVITY 1 O 3 O TRAPPING CONDENSATE (EXCEPT AT DIRT LE65) AND COKE TECHS WILL INSTALL UNES TO VARIOUS SODA STATIONS COKE TECHS WILL START UP THE BEVERAGE SYSTEM AND CHECK FOR LEAKS AND PROPER OPERATION MBE--- 3/8' TUBE- 3 II/ �� POWER BY GC, REF ELECT DWGS I I TRAP PRIMER EXHAUST HOOD EE ARCHITECTURAL DETAIL FOR OKLINE WALL PIPING INSTALLATION. 2 STAINLESS STEEL 60 AFF MAX. KITH RPZ VALVE FULL SIZE TO FACILITATE CONDENSATE DRAINAGE. BEVERAGE ONES WILL RUN OVER HEAD - GC TO PROVIDE UFT FOR VENDOR USE IN INSTALLATION / ASSEMBLY TO BE 2. 6A5 PIPING AND PENETRATIONS THIRD ROOF SHALLi- BACKFLOW PREVENTDR NOTES: MANUAL GAS VALVE DRAIN LINE, TERMINATE DRAIN GC PLUMBER SCOPE NOTES: MOUNTED EXPOSED IN UNION BE AS GALLED FOR IN SPEGIFIGATIONS SECTION 15 (- I L LINE AT GODS APPROVED oR A5 REQUIRED BY LOCAL GODES. GC TO CORKY SELECfO FOR SMUG aEl1VFA'r OF FLIERS J � SYSTEM PROVIDED BY COKE VENDOR COKE AN ACCESSIBLE GAS SHUT-OFF VALVE, RECEPTOR WITH CODE W Cn n ( ) cn Q GC PLUMBER WILL TEST WATER PRESSURE TO VERIFY LONGEVITY OF FILTERS KITCHEN EQUIPMENT VENDOR WILL START UP THE ICE MAKER AND CHECK FOR LEAKS Lq17::::) �r VENDOR TO PROVIDE BACKFLOW PREVENTORS CARBONATOR PUMP CAI2BONATOR PUMP CARBO... PUMP AS REQUIRED BY LOCAL JURISDICTION - I VENDOR TO VERIFY REQUIREMENTS LOCATION FOR PROPER MAINTENANCE. GAS PIPE HEADER COOKING EQUIPMENT, ALONG WALL BEHIND APPROXIMATELY c� PROVIDED BY HOOD VENDOR, INSTALLATED BY P.C. REQUIRED AIR -GAP 3. PIPESTAND MODEL SHALL 15 NP TO I BE MIR°, INC. 'PILLOWBLOGK' I/2"), 3-R NP TO 3"), AND " REMNNNG SCOPE, SCHEDULING AND COORDINATION BY GENERAL AND PLUMBING CONTRACTOR PPP PRIME RITE PR 500 12" ABOVE FLOOR, WITH SCREWED- INTERCONNECT TO HOOD "Y"STRAINER - - GPVG PIPING AND O FITTING 4-R b 4 -RAH FOR 4",6 -RAH (5"TO 6 ). ` DISPENSER AT SERVER STATION ON DINING FLOOR �! FITTINGS, SIZE AS SHOWN ON PLANS. BETWEEN BEVERAGE FRANCHISEES NOTES: TRAP PRIMER VALVE FIRE SUPPRESSION SYSTEM - 4. DO NOT ATTACH PIPE5TAND5 TO ROOF. DCV BFP WATTS SD -3 8Y GC PROVIDE QUANTITY AND SIZE OF EQUIPMENT AND BACKFLOW WATER FETRATION AND ROUTING OF UNES OPTIONAL FOR FRMCH1SEES CONTACT COCA-COLA IF THE FRANCHISEE WOULD UKE TO PURCHASE A WATER FILTRATION SYSTEM WF- 1 TYP AT EQUP. CONNECTION I I TP _ !Al/INTEGRAL VACUUM BREAKER CONNECTIONS AS REQUIRED FOR BY F.P.C. 0 O PREVENTER (NO COPPER PIPE SIZE MODEL NO. MAX SPACING I EQUIPMENT BEING SERVED FLEXIBLE APPLIANCE - PIPING ALLOW!D) 3/4 1.5 6 FURNISHED - WATER cCONNECTOR DRAIN LINE v m D w FILTER PIPING A T I —c'L VACUUM BY KEV AND INSTALLED 0 0 0 I" 1.5 7' .J I T V I I T I BY PLUMBING CONTRACTOR 02 BREATHER LTYPS - SODA I I/4" 1.5 8' S G ' Scale: NONE PORTS VALVE TYPICAL 6" DIRT LEG EQUIPMENT _�_�_ SEE FLOOR I I/2" 1.5 10' TO 6" ABOVE FLOOR1- \TYPICALPIPESUFPORT PLANS 2 V2" 3-R N I r _ .M Z TYPICAL 6" DIRT LEG 3 " 3-R 13' ANCHORED TO WALL. TO 6' ABOVE FLOOR - - _ 4" • 4-R 4 4 -RAH q' ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS. 0 _ 0 0 5" 6 -RAH 13' ARRANGEMENT SHOWN 15 SCHEMATIC. MODIFY TO SUIT '.6" - _ MANUFACTURER'S STANDARDS, MEET LOCAL CODE INSTALL PIPING HEADER IN WALL CAVITY PROVIDED, SEE ARCHITECTURAL. 6 -RAH 10' ^ I I Z O r D ATTACH RISER & HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE REQUIREMENTS, AND ALL REQUIREMENTS. FOR INSTALLATION OTHER APPLICABLE CODES AND IN MECHANICAL AND UTILITY FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER. MIRO INDUSTRIES, INC. (800) 768-bg78 a ROOMS. UO D 0- � PROVIDE WELDED FITTINGS/JOINTS IN ANY CONCEALED, UNSLEEVED LOCATION FLOOR SINK PARKWAY 586 INDUSTRIAL WEST 8360 SOUTH PARK SANDY, UTAH 84010 T I M S T IL S I C 5 V RAO S`t'ST M 5° .. OAS SUPPORT °ETA I o Z O Scale: NONE 09 Scale: 14 NONE Scale: NONE q 19 Scale: NONE NASTE AND VENT DETAILS BFP 3/4" SGW TO BY PASS VALVE DISH MACHINE qi- S -�■�-r CW SW Q 1._ j 20 6 („..31.1.,...0.7 in v In STOP VAL STEPPED FLEXIBLE GROUND -JOINT PIPE UNION WATTS 007QT L z S SOFTENED ❑ WATER WATER TOTo HEATER LAVATORY PVC, BOOT CLAMPED FLASHING "Y" 1 'i''*� '.0AND TO BASE PIPE WITH GAS COCK (VALVE) STRAINER VALVE (TYP) STOP VALVE STAINLESS STEEL n P.C./G.0 W. SUPPLY �• I ° SCREW CLAMPS - - UNION GYP.)G. I ' COLD WATER CULLIGAN PRIMER VAL TRAP m ' ELBOWS TO SUPPLY BRADED PIPE J.R. SMITH 264161I COMPENSATE Z M FOR PIPE - UNION TYP.SL0,4N PROVIDE ROOFING OVER MIX -10-A VALVE 0 EXPANSION � T101�l SPUN ALUMINUM I� METAL i=LASHING CULLIGAN RID61D PIPE VALVE SET AT 115°F, INSTALL 4 Yl� BASE IN BED I 1 % BY ROOFING, O EQUIPMENT TIGHT TO UNDERSIDE OF SINK 0W OF MASTIC COORDINATE I I I ( CONTRACTOR PIPE SUPPORT REFER TO DETAIL TO NIBCO #480 SPRING GHEGK_ RID61D PIPE WITH ROOFER1 I ` DISCHARGE APPROVED DRAIN q SOFTENER BRINE TANK VALVE f WALL AND ROUTE II II II PENETRATE ROOF INSULATIONW AND ROUTE TO 1/2" H WITH 1/2" GW WITH PROJECT NUMBER 1317 BELOW SLAB TO FLOOR DRAIN. PROVIDE CHROME ESGUTGHEON. II II ROOF DECK �� �I APR❑VED DRAIN. - 1/4 TURN STOP 1/4 TRUN STOP SLEEVE ROOF / IF R �` ANCHOR PIPE To ROOF DECK oR JOISTS RIDGID PIP � 4 ' RECEIVEDEQUIRED II 1/2" TO FLOOR DRAIN REFER TO PLANS FOR PIPE SIZES) AND LOGATION(5). USE WELDED oR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. - = 4' C❑NC, PAD CITY OF TUKWILA FINISHED FLOOR LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS. MAY 9 2013 SHEET NUMBER - p2oi . 1f FLOOR U ....... 1 I ®T usEr, -j TF----- I . V G.C. AND PLUMBING CONTRACTOR TO HAVE WATER SUPPLY ANS SHUT-OFF FLOOR SINK VALVES INSTALLED BEFORE THE CULLIGAN EQUIPMENT PROVIDER IS ON SITE PERMIT CENTER Scale: NONE TRAP FR I MER I TA 11. IRO° FEN TRATI ON Ji TO INSTALL WATER SOFTENER. AT R SOFTENER MV- I MI X �I \, \, I I �� X AL X 20 07 Scale: NONE 1 0 Scale: NONE Scale: NONE Scale: NONE X X x X X x ( 1 GAS DEMAND SCHEDULE TAG ITEM DEMAND BTU ASSE GW G.P.M . GW F.T. F.U. GW F.VF.U. . GW VEL. WATER FLITER/GARBONATOR 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 VALVE MODEL ASSE GARBONATOR RPM WATTS 1" 5500,1 GT -5 1013 COFFEE / TEA BREWER DGV WATTS 3/8" 5D3 -FN 1022 ECOLAB CHEMICAL DIS - RPBA WATTS 1/2" # 004 QT -S 1013 GHEGK VALVES - TOTAL BTU DEMAND = 2,053,000 NOTE: EQUIPMENT PLANS FOR C❑NNECTI❑N REQUIREMENTS OF SEE KITCHEN FINAL EQUIPMENT. TOTAL DEVELOPED LENGTH OF TENANT SYSTEM = 200'-0" 2 PSI PRESSURE GAS 1. VERIFY MAIN WATER SUPPLY BACKFLOW PREVENTION GAS PIPING SYSTEM SIZED FROM THE PLUMBING CODE (2010 UPC.) TABLE 12-11 NOTE: SYSTEMS, BE FIRE AND HOOD THE FUEL IN BOTH WITH THE ALL COOKING SURFACES, KITCHEN EXHAUST GREASE REMOVAL DEVICES AND HOODS SHALL PROTECTED WITH AN APPROVED AUTOMATIC SUPPRESSION SYSTEM AS SHOWN ON KITCHEN DRAWINGS. THE ACTUATION OF THE FIRE SUPPRESSION SYSTEM SHALL AUTOMATICALLY SHUT DOWN SUPPLY TO THE COOKING EQUIPMENT AS SHOWN KITCHEN AND PLUMBING DRAWINGS. THE FIRE SUPPRESSION SYSTEM SHALL BE INTERLOCKED GAS SOLINOID VALVES. A 2' VENT UNI'. PONNECT TO 9uILQING VENT 2' OR LARGER DI Pi AN :VIEW 24' DIA, LOCKING..FRAME &::COVER AIR & GAS-TIGHT 3 PLCS (2 PLCS.ON 577 -GA) GROUT ALL AF{ouNcI 6OTH.S1PE.S_ 2/3 LENGTH' _. 1.73! LENGTH , SECTION A -A NOTES: 1, REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY`COMPRESSIVE STRENGTHfc = 4500 PSI 3. RESAFt ASTM -A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 65. 4. DESIGN_ ACI -318-83 BUILDING CODE ASTM C-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHICOR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES". 5. LOADS: H-20 TRUCK WHEEL 30% IMPACT PER AASHTO. 5. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SIZING: CHART DESIGN Number Of Meals FORMULA, Per Peak Hours Waste F173w X Retention x Storage = Capac'ty Rate Time Factor In Gallons GALLON CAPACrIY 1000 IJV CO, MODEL. D03",6,7... DINI'H1 1250 4444.0A Ste" 1500. 5106.9A 47'� 7750. '$i061A ' 7�-E 2000 2500 2750.. 3000 :8000 5000 6000`._.' t.A vire 1 10-pA• 9 -i1:..: V-0" 54" 5.4, 6.4«: 6.4".. 6'-0" .. •a,.0". 9•.7," DIM "C", T-2" 0111"D'i C+Y 5.$ rr 4..11+ 6�Or... 5• w.5,. 6+-0" '7,4". 'WATER DEPTH DIMVE' 5'y10' 4'70" 5. " 4.-7"' 3•-10" 4,-9" 5`.-3 4.-7. V-3" NOT TO: SCALE; City of Tukwila. GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE;. SHEET: SS -14 REVIs10N #'I: 08.03 'LAST MOWN APPIRUVJIL: BOB GIBERSON, CITY ENGINEER GENERAL NOTES: I. 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. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL AND KITCHEN EQUIPMENT DRAWING. 3. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERV I CE AND CONNECTIONS AND SHALL PAY FOR ALL FEES, CHARGES, PERMITS AND METERS. 4. ALL VENT AND FLUE OUTLETS SHALL BE 10'-O" MINIMUM FROM ANY FRESH AIR INTAKES 4 EXTEND TO MATCH HGT OF PARAPET. 5. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MEGHAN I GAL EQUIPMENT AND STRUCTURAL FRAM I NG- NO WATER OR DRAIN LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS. 6. 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 PLUMSI NG SYSTEM. 7. ALL WORK SHALL 5-E DONE IN ACCORDANCE WITH ALL LOCAL CODES, RULES AND REGULATIONS GOVERNING THIS PROJECTS: S. 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 MANUFANGTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS, SIZES, LOCATIONS AND HOOK-UP POINTS. AS -SULTS LTS SHALL BE GIVEN TO OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF JOB. 4. UPON COMPLETION or 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 (3) HOURS, TESTS FOR RESIDUAL CHLORINE SHALL SHOW NOT NOT LESS THAN 50 PPM. I F LESS THAN 50 PPM 15 I ND I GATED, DRAIN OR FLUSH OUT THE LINE AND REPEAT STERILIZATION TREATMENT UNTIL TESTS INDICATE AT LEAST 50 PPM OF RES I DUAL CHLORINE AFTER THREE (3) HOURS. THE LINES SHALL BE FLUSHED UNTIL ALL TRACES OF CHEMICAL HAVE BEEN REMOVED F I,T FROT=T I ON GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITi-I A CERTIFIED FIRE PROTECTION SPECIALIST. FIRE PROTECTION SPECIALIST TO PROVIDE, FOR APPROVAL, CONSTRUCTION DOCUMENTS AND SPECIFICATIONS TO THE GOVERNING 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 SPRINKLER SYSTEM- ALL FIRE PROTECTION SYSTEMS SHALL BE 1.I-70RDINATED WITH ALL OTHER TRADES AND ARCHITECTURAL CHARACTERISTICS OF THE PROJECT. EMPLOY LANDLORD'S APPROVED CONTRACTOR FOR ALL SPRINKLER WORK, SUBMIT DESIGN TO LANDLORD'S INSURER FOR APPROVAL J FLUMES 1 NO NOTES : A. ALL HATER PIPING IN BUILDING ABOVE CEILINGS, IN WALLS, AND BELOW FLOORS SHALL BE INSULATED AS REQUIRED BY THE IEGG ENERGY CONSERVATION CODE_ INSULATE PIPING TO PROTECT FROM FREEZING AND PROVIDE SOUND PROOFING. 5. CONTRACTOR TO COORDINATE WITH ALL REQUIREMENTS OF FOOD SERVICE PLANS AND PROVIDE ALL. WORK SHOWN, ON BOTH PLUMBING AND KITCHEN PLANS. G. 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 WATER 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 7-14" W.G. FOR NATURAL 6AS AND 10" W.G. FOR LP AS. 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 GARBONATOR WATER SUPPLY LINE J. K - PROVIDE AND INSTALL PIPE HANGERS; FOR ALL PIPING SYSTEMS, SEE DETAIL ON SHEET P201. L. PLUMBER SHALL AMIKE ALL FINAL CONNECTIONS TO ALL THE KITCHEN AND BAR EQUIPMENT INCLUDING INSTALLATION OF SPRAYERS, FOUCETS AND DRAINS. BACKFLOW PREVENTER SCHEDULE 1 1 DESCRIPTION TAG VALVE MODEL ASSE GW G.P.M . GW F.T. F.U. GW F.VF.U. . GW VEL. WATER FLITER/GARBONATOR RPBA WATTS I" 55 0041 QT -5 1013 WATER SOFTENER DGV WATTS 001 QT -5 1015 ICE - MACHINE DGV WATTS 3/4" SS00loT-5 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 RPM WATTS 1" 5500,1 GT -5 1013 COFFEE / TEA BREWER DGV WATTS 3/8" 5D3 -FN 1022 ECOLAB CHEMICAL DIS - RPBA WATTS 1/2" # 004 QT -S 1013 GHEGK VALVES 14 WATTS # LF600 SERIES WATER CLOSET 3„ 2" 1" 21 NOTE: 1. 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. CARBONATOR 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 THEIR RECORDS. 6- ALL REDUCED PRESSURE D.D. BACKFLOW ASSEMBLIES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2013 City of Tukwila BUILDING DIVISION PLUMBING FIXTURE SCHEDULE MARK FIXTURE MINIMUM CONNECTION SIZES DESCRIPTION GW G.P.M . GW F.T. F.U. GW F.VF.U. . GW VEL. NW GPM. W V C.N. 1-1.1A1. GAS 1/2" 2.6 2 - 3.5 2.6 2 3.5 P.S.I. AVAILABLE AFTER PRESSURE REDUCING STATION 51 3/4" 5.8 1 HDGP WATER11 CLOSET 311 2 I�� 3.6 P.S.I. L055 THRU WATER METER A.5.'AFWALL' NO. 2854.128 ELONGATED 123 GPF TOILET WITH OPEN FRONT SEAT (NO COVER) AND ZURN NO Z-6000AV FLUSH VALVE W/ (2) SPLIT RINGS (YJ) PIPE SUPPORTS H/ INTf3.GRAL. VACUUM BREAKER PROVIDE WITH WALL CARRIER MOUNT AT HANDICAP HIESHT I" 11 14 - © M. 14 © WATER CLOSET 3„ 2" 1" 21 21 A.S.'AFWALL' NO. 285q.128. ELONGATED 1.28 GPF TOILET WITH OPEN FRONT SEAT (NO DOVER) AND ZURN NO Z-6000AV FLUSH VALVE W/ (2) SPLIT RINGS (YJ) PIPE SUPPORTS W/ INTER5RAL VACUUM BREAKER PROVIDE WITH WALL CARRIER MOUNT AT STANDARD HIE6HT 5.0 I 21 21 5.0 L055 DUE TO BLDG. HT 16 FT. X .43 W I-1/2" 31 55 12 5.5' 28 50 5.0 P.S.I. REQUIRED FOR FIXTURE 35 D.D. 2" 61 182 WALL MTD. URINAL HDGP 211 I I/2" 3/411 5.0 L055 THRU MIXING VALVE A.S. t ROOK" NO. 6540525 WITH ZURN ZR -6003 HIGH VALVE (0.125 OFF) AND (2) SPLIT RING (YJ) PIPE SUPPORT AND INTERGRAL VAGWM BREAKER MOUNT AT HANDIGAPE HIEGHT CLEANOUT TO GRADE 2-I/2"100 S.D. 315 250 , V GW WALL MT'D. URINAL 2" 1 I/2" 3/4" 415- . A.S. " K" NO. 6540525 WITH ZURN ZR -6003 FLUSH V VE (0.125 GEF) AND (2) SPLIT RING (YJ) PIPET SUPPORT AND INTERGRAL VACUUM BREAKER MOUNT AT STANDARD HIE6HT I.E. INVERT ELEVATION P.5.1 AVAILABLE FOR FRICTION L055 Q W 4" DOWN PLRiMI I Cti'SI i CORIAN LAVATORY 2" I I/2" I/2" 1/ ' 115 LAVATORY 5Y MILLWORK PROVIDE ELKAY LK737AG SELF CLOSING GROME FL.ATED FAUCET ,120V/I0 SET AT 12 SECOND TIME OUT WITH SL9AN ETF -460A CRONE GRID STRAINER SYSTEM SIZED ON 5.6 LOSS PER 100 FT 5"611 GR. GRADE Q W CONNECT TO EXISTING, VERIFY LOCATION MOP SINK 24"X 36" 311 2" 3/4" 3/4" EL MUSTTE VACUUM WITH ECOLAB MODEL 65 M WITH CHICAGO FAUCET 841 -GP WITH INTERGRAL BREAKER AND FAUCET WALL SUPPORTS MOP SINK FAUCET CHEMICAL DISPENSER BY VENDOR 811 ® 0 FLOORK 211 1-1/2" ZURN 1450 SINK WUTBH 12" ROUND WITH ALL WHITE BAKED ENAMEL G.I. FLOOR HALF GRATE, AND STRAINER X 8" DEEP ® FLOOR SINK 3" I-1/2" ZURN 1450 SINK WUTBH 12" ROUND WITH ALL WHITE BAKED ENAMEL G.I. FLOOR HALF GRATE, AND STRAINER X 8" DEEP © W FLOOR SINK 4" 2" ZURN 150 SINK Y 12" ROUND WITH ALL WHITE BAKED ENAMEL G.I. FLOOR JJTBH HALF GRATE, AND STRAINER X 8" DEEP © © UFLOOR DRAIN 20 I-1/2" WADE 1100 STD FLOOR SINK WITH NICKEL BRONZE STRAINER 6" ROUND FLOOR DRAIN 3n 211 WADE 1100 STD FLOOR SINK WITH NICKEL BRONZE STRAINER 6" ROUND F-5)2 FLOOR DRAIN 4" I-1/2" WADE 1100 STD FLOOR SINK WITH NICKEL BRONZE STRAINER 6" ROUND f0 \ 3 / /� TRENCH SIN 2" I-1/2" TABCO FTG -1248 STAINLESS STEEL WITH STAINLESS STEEL GRATE AND STAINLESS STEEL STRAINER BASKET I / �HHB \ I / HOSEWOODFORD 5155 WALL 3/4" *567, HOSE BIBB IN WALL BOX WITH VACUUM BREAKER, FREEZE PROOF PROVIDE WITH ALL ROUGH BRASS EXTERIOR FINISHES TRAP PRIMER 1/2" JR SMITH 2600 D MV TRAP PRIMER 1/2" PPP PRIME RITE PR -5500 O © WATER 2" SGW 2" AO SMITH BTH-IQQ, l MBH INPUT 230 6PH REC. 0 100° RISE, 650 LBS., 115 V., I -PHASE ELECT., 1 GREASE INTERCEPTOR 4" 3" 6000 GALLON GREASE INTERCEPTOR UV MODEL 6000 WITH SAMPLING MANHOLE el 0 ROOF DRAIN MIFAB R -I 150 ROOF DRAIN / OVERFLOW WITH 'NO HUB CONNECTIONS 1 / J PLUMB I NG FIXTURES (WATER GLOESTS AND URINALS) AND FITTINGS (FUAGETS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 3.303.6 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 Io 16GPH 2•5GPHEA 2 o 5 6PH EA. I o 5,4 6PH Io5GPH 5o56PH EA. 4 0 5 6PH EA. I0106PH I 0 28.8 6PH I 0 28.8 6PH TOTAL 16 6PH 10 6PH 10GPH 54 6194 5 6P1 25 6PH 20 6PH 20 6PH 28.8 6PH 28.8 6PH TOTAL HOT WATER DEMAND AT I00°F RISE 217.6 6PH ENTERING WATER TEMPERATURE ADJUSTMENT FOR 50°F ENTERING WATER = 0.9 211.6 X -q = Iqb GALLONS PER HOUR SCHEDULE5 WATER HEATER HAS 230 GALLONS PER HOUR RECOVERY RATE NOTES TO CONTRACTOR: A GATE VALVES SHALL NOT BE USED ON THIS JOB, ONLY BALL VALVES WILL BE APPROVED AND THEY SHALL BE "NIBGO" #5-585 FOR SWEAT SOLDER OR "NIBGO" # T-585 FOR THREADED. BOTH ARE TESTED FOR 600 P51 W/ FULL PORT DIA. WHICH WILL NOT RESTRICT FLOW. B ALL PLUMBING VALVES, LINES AND EQUIPMENT SHALL BE PROPERLY LABELED. G PLUMBING CONTRACTOR (PG) SHALL SUPPLY $ INSTALL MIXING VALVES ON ALL HAND SINKS 4 LAVATORIES FOR 1115 DEG. F. (MAX) HOT WATER SUPPLY D PG SHALL SUPPLY $ INSTALL CHECK VALVES ON ALL BAR SINK SWING FAUCETS, SERVICE SINK PRE -RINSE / DOMESTIC COLD WATER CALCULATION WATER INFO: LOSSES P.S.I. LEFT PIPE SIZE GW G.P.M . GW F.T. F.U. GW F.VF.U. . GW VEL. NW GPM. HW T ;..1U-. F-U- HW VEL. P.5.I. AVAILABLE WATER METER G.W. 150 1/2" 2.6 2 - 3.5 2.6 2 3.5 P.S.I. AVAILABLE AFTER PRESSURE REDUCING STATION 51 3/4" 5.8 1 - 3.6 5.8 1 3.6 P.S.I. L055 THRU WATER METER N/A I" 11 14 - 4.01 11 14 4.0 P.5.1. L055 THRU BACKFLOW PREVENTOR N/A TOTAL I -I/4" 21 21 - 5.0 I 21 21 5.0 L055 DUE TO BLDG. HT 16 FT. X .43 1 I-1/2" 31 55 12 5.5' 28 50 5.0 P.S.I. REQUIRED FOR FIXTURE 35 D.D. 2" 61 182 82 6.0 52 125 5.0 L055 THRU MIXING VALVE N/A CLEANOUT TO GRADE 2-I/2"100 S.D. 315 250 6.0. GREASE WATSE RECEIVED GW TOTAL PRESSURE L055 42 V.T.R. 3" 415- P.O.G. POINT OF CONNECTION MAY 0 9 2013 I.E. INVERT ELEVATION P.5.1 AVAILABLE FOR FRICTION L055 BELOW q 4" DOWN PLRiMI I Cti'SI i FLR. FLOOR ABV. ABOVE AVAILABLE P.S.I. 41.0 X 100 =200 P.5.1./100 FT. SYSTEM SIZED ON 5.6 LOSS PER 100 FT 5"611 GR. GRADE (GTE) CONNECT TO EXISTING, VERIFY LOCATION LENGTH OF RUN = 250 FT. 500+ 250 = 3.6 \ 00 FT. + 25% (FITTINGS) = 250 FT. NEW (E) EXISTING 5GW SOFT GOLD WATER 811 / PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION WATER SS SOIL OR WASTE BELOW GRADE OR FLOOR - - - F.U. Ss SOIL OR WASTE ABOVE GRADE OR FLOOR MBH MBH G.W. DOMESTIC COLD WATER H.W. DOMESTIC HOT WATER - - H.W.R. HOT WATER RETURN 6- GAS PIPING NEW 127 W CONDENSATE DRAIN GD I qq V. SANITARY VENT - - V. SANITARY VENT BELOW FLOOR V 8l T-P.R.V. TEMP. PRESS. RELIEF VALVE -o- G.V. GATE VALVE -K3B.-1 TOTAL S.O.V. SHUT-OFF VALVE D4 w G.C. GAS COCK TOTAL GAS DEMAND = 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 P5I GAS t i U. UNION 1i-- H.B. HOSE 5155 -I- A.P. ACCESS PANEL 1 I O RD. ROOF DRAIN O D.D. OVERFLOW DRAIN F.G.O. FLOOR CLEANOUT -11 H.C.O. WALL CLEANOUT ---00- G.O.T.6. CLEANOUT TO GRADE S.D. STORM DRAIN GW GREASE WATSE RECEIVED GW CONDENSATE WASTE CITY OF TUKW V.T.R. VENT THRU ROOF 415- P.O.G. POINT OF CONNECTION MAY 0 9 2013 I.E. INVERT ELEVATION BEL. BELOW DN. DOWN PLRiMI I Cti'SI i FLR. FLOOR ABV. ABOVE SFGW SOFT FILTERED GOLD WATER GR. GRADE (GTE) CONNECT TO EXISTING, VERIFY LOCATION (N) NEW (E) EXISTING 5GW SOFT GOLD WATER INSULATION TABLE FOR WATER PIPING FIFE SIZE: l" $ SMALLER I -I/4" - 6" 8" LARGER INSULATION 3/4" 1" 1-1/2" THICKNESS PG ol73 ALL INSULATION SHALL BE MR VAL 5 OF 4.0 TO 4.6 I U 1 IU 1 IC, DEMAND v,--‘.., WASTE WATER HVAC WATER HTG KITCHEN F.U. F.U. GPM MBH MBH MBH EXIST. NEW 127 151 80 1040 I qq 814 FUTURE TOTAL 127 157 80 - 1415 Iacf 814 TOTAL GAS DEMAND = 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 P5I GAS t i A 2410 Mariner Square Loop Alameda, CA 94501 Tel 510 665 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 LOCATED AT: co co r 5 er- DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS -NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION CD 0 DESCRIPTION DEMO, PLUMBING & HEALTH SUBMITTALS O z CO 0 LiJ (1) LLJ LLJ U PROJECT NUMBER 1317 SHEET NUMBER P300