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Permit PG19-0122 - SHASTA BEVERAGE / PHASE 1 - SAWCUT SLAB FOR TRENCH DRAINS
SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 1 1227 ANDOVER PARK E Apn: 3523049072 FINALED 01/05/2021 PGI 9-0122 Parcel No: Address: Project Name: 0 �~^�xx � Tukwila ~.U~� K�x . K�n^w��ua Department of Community Development 63qU5uuthcente,Boulevard, Suite #zoo Tukwila, Washington 90188 Phone:aO6'431'367O �� Inspection Request Line: 206~438-9350 Web site: hun://wvmm.Tukwi|aVVA.gmv PLUMBING/GAS PIPING PERMIT 3523049072 Permit Number: PGI9-0132 l2Z7ANDOVERPARK E Issue Date: 9/30/2019 Permit Expires On: 3/28/2020 SHASTA BEVERAGE, INC -TRENCH DRAINS PHASE I Owner: Contact Person: Address: NATIONAL BEVERAGE CORP 8100SVV10THITSTE4000, PLANTATION, WA, ]39Z4 D4V0KEMLE l9l68ON/VRDRSW, SEA7TLE,WA, 98116 Contractor: Name: OWNER AFFIDAVIT License No: Lender: Name: ''' ''' Phone: (206)433'8997 Phone: Expiration Date: DESCRIPTION OF WORK: SAW CUT SLAB FOR NEW TRENCH DRAINS AND DRAIN SUMP/OIL WATER SEPARATOR PER PLANS FOR PHASE 1. Valuation of Work: $63,000,00 Water District: TUKWILA 5awerOistrict: TUKVV|LA Fees Collected: $389.64 Curren Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition. International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: ational Electrical Code: VVACities Electrical Code: VVAC29O-46B: WA State Energy Code: 2017 2017 2817 2015 rized Signature: 0505 21 05 "III VV1q'T1)1*? N Date: |hearbycertify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority toviolate orcancel the provisions ofany other state orlocal laws regulating construction urthe performance ofwork. |amauthorized tosign and obtain this development "jki+ano a4e tytheconditions attached tothis permit. Signature: PhntNam67 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work |s suspended orabandoned for operiod of18Odays from the last inspection. PERMIT CONDITIONS: 1: Nochanges shall bemade toapplicable plans and specifications unless prior approval isobtained from the Tukwila Building Division. 2: All permits, inspection records and applicable plans sha|l,bemaintained mthe job and available tothe plumbing inspector, b,' 3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 5: 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 nfthe permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 6: Piping through concrete ormasonry walls shall not besubject *zany load from building construction. No plumbing piping -shall bedirectly embedded inconcrete ormasonry. 7: All pipes penetrating floor/ceiling assemblies and fire-res!5tance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 8: Piping inthe ground shall be laid on aMrm bed for its entire length. Trenches shall be backOUed in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderDU,frozen earth, orconstruction debris, B: The issuance ofapermit orapproval ofplans and specifications shall not beconstrued tobeapermit for, ur an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance ofthe jurisdiction. lO: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2u6)4]Q935O 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH'|NPLU[N8|NG 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. -ord2 Project No. Date Application Accepted: Date Application Expires: Dq1109 nit° ao (For °free 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.:352 0 Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc Trench Drains Phase 1 Suite Number: PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: w Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Sattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com New Tenant: 9072 Floor: 1 Yes lI..No PLUMBING CONTRACTOR INFJ6RMATION Company Name: Auburn Me nical Address: PO Box 249 City: Auburn State: WA Zip: 98791 Phone: 253-838-97 0 Fax: Contr Reg No.: A um 116213Ar Exp Date: 09- 2-202C T ' a Busine s icense No.: BUD-0994349 Valuation of Project (contractor's bid price): $ 63,000 Scope of Work (please provide detailed information): Saw cut slab for new trench drains and drain sump/oil water separator per plans for phase 1. Building Use (per Int'I Building Code). industrial Occupancy (per Intl Building Code): Utility Purveyor: Water: F1 Sewer. I PAApplications Forrns-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-11.domt Revised: August 2011 bh Page I of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping andlor water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatrnent interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 14 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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). 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU Signature: Date: 09/09/2019 David Kehle 206-433-8997 Print Name: Day Telephone: Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip HAApplicat ions \ Furms-Applicatioris On Line1201 1 Applications \ Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK 1 Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID $216.30,, M19-0057 Address: 1227 ANDOVER PARK E n: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 $70.00 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20679 R000.345.830.00.00 1.00 $70.00 $216.30 Date Paid: Tuesday, May 05, 2020 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 04874D Printed: Monday. Mav 11. 2020 11:56 AM 1 of 1 Cash Register Receipt City of Tukwila Receipt Number R18711 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $897.59 M19-0087 Address: 1227 ANDOVER PARK E Apn: 3523049072 $70.00 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 M19-0153 Address: 1227 ANDOVER PARK E Apn: 3523049072 $514.69 MECHANICAL $490.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $457.03 TECHNOLOGY FEE $24.51 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.51 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $312.90 PLUMBING $298.00 PERMIT FEE R000.322.100.00.00 0.00 $263.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $14.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18711 R000.322.900.04.00 0.00 $14.90 $897.59 Date Paid: Monday, September 30, 2019 Paid By: SHASTA BEVERAGES,INC Pay Method: CHECK 605594 Printed: Monday, September 30, 2019 3:48 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R18546 DESCRIPTIONS ACCOUNT QUANTITY 1 PAID PermitTRAK $1,451.08 D19-0294 Address: 1227 ANDOVER PARK E Apn: 3523049072 $997.13 Credit Card Fee $29.04 Credit Card Fee 8000.369.908.00.00 0.00 $29.04 DEVELOPMENT $968.09 PLAN CHECK FEE R000.345.830.00,00 0.00 $968.09 M19-0152 Address: 1227 ANDOVER PARK E Apn: 3523049072 $194.07 Credit Card Fee $5.65 Credit Card Fee R000.369.908.00.00 0.00 $5.65 MECHANICAL $188.42 PLAN CHECK FEE 8000.322.102.00.00 0.00 $188,42 M19-0153 Address: 1227 ANDOVER PARK E Apn: 3523049072 $126.23 Credit Card Fee $3.68 Credit Card Fee R000.369.908.00.00 0.00 $3.68 MECHANICAL $122.55 PLAN CHECK FEE 8000.322.102.00.00 0.00 $122.55 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $76.74 Credit Card Fee $2.24 Credit Card Fee R000.369.908.00,00 0.00 $2.24 PLUMBING $74.50 PLAN CHECK FEE R000.322.103,00.00 { 0,00 $74.50 PG19-0125 Address: 1227 ANDOVER PARK E Apn: 3523049072 $56.91 Credit Card Fee $1.66 Credit Card Fee 8000.369.908.00.00 0.00 $1.66 GAS $25.75 PLAN CHECK FEE 8000.322.103.00.00 0.00 $25.75 PLUMBING $29.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18546 R000.322.103.00.00 0.00 . $29.50 $1,451.08 Date Paid: Wednesday, September 11, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 011832 Printed: Wednesday, September 11, 2019 3:36 1 of 1 PM YSTEM5 Permit Number: PG19-0122 Permit Inspections City of Tukwila Description: SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 1 Applied: 9/10/2019 Approved: 9/25/2019 Site Address: 1227 ANDOVER PARK E Issued: 9/30/2019 Finaled: 1/5/2021 City, State Zip Code:TUKWILA, WA 98188 Status: FINALED Parent Permit: Parent Project: Details: Applicant: SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 1 Owner: NATIONAL BEVERAGE CORP Contractor: OWNER AFFIDAVIT SAW CUT SLAB FOR NEW TRENCH DRAINS AND DRAIN SUMP/OIL WATER SEPARATOR PER PLANS FOR PHASE 1. Ig1CI[3 INSPEGITIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS GROUNDWORK Lee Sipe APPROVED Notes: ROUGH -IN PLUMBING Lee Sipe NOT APPROVED Notes: vertical piping needs supports @ max. 10. 1/14/2020 AM 1/15/2020 GROUNDWORK Lee Sipe NOT APPROVED #1 Pre -construction meeting Notes: 2/4/2020 2/4/2020 GROUNDWORK Lee Sipe PARTIAL APPROVAL #1 Notes: P/A Tertiary pump system, partial piping. 2/5/2020 AM 2/5/2020 GROUNDWORK Lee Sipe PARTIAL APPROVAL P/A 8" groundwork Notes: P/A 8" Drain Grid 10-13/C.5. 2/6/2020 AM 2/6/2020 GROUNDWORK Lee Sipe NOT APPROVED Not ready Notes: 2/12/2020 AM 2/12/2020 GROUNDWORK Lee Sipe PARTIAL APPROVAL #3 Notes: P/A Partial trench drains. 6" DWV Printed: Thursday, 21 October, 2021 1 of 2 r4 SUPERION Permit ^^^~~n~~~~^t^~~^^~^ City of Tukwila mw ��� s�VND�� Lee Sipe PARTIAL��� APPROVAL OK Trenchdrain13-14.5/C nmec OK'Trench drain grid 13-zu.5/c 11/18/I020 xm 11/18/I020 PLUMBING FINAL Lee Sipe NOT APPROVED 470-589'0132 Neil Johnson Notes: Talked toLee the Plumber, hesaid bwas not ready for afinal. 12/4/ OZO PM 12/4/ O2O PLUMBING FINAL Lee Sipe NOT APPROVED Lee Ranmn2O6-G81'5198 Notes: All equipment needs bollard protections oraimi|ar. 12/4 z�/«/ ouu ROUGH-IN/aozo pLuxxmms Lee Sipe xppnovso Notes: 1/5/2021 AM 1/5V2021 PLUMBING FINAL Lee Sipe xpPxovso Lee nanton2o6'6uz'szyV Printed: Thursday, Z1October, 2021 2of2 rk -.Ikp— supcmow ...._ 1 0 Oii Water Separator 1 ,500 Gallon Capacity 5 x RECEIVED CITY OF TUKWILA _ SEP 1 a 2018 PERMIT CENTER _ ..--- :-.--. ..:-.. , ce, ,,..7.::,...;:•• ---, .---- LID , , ,.......,, , • =. . :. . (4...) .::,,:= ,.-....* , -,..„. "...:•:.-. /- • .. , ---- - ---- ) ,--- „- "` -," - - - i 41 SECTION BASE s , .. Rill C) 2211. REVIEWED FOR CODE COMPLIANCE INTERIOR DIMENSIONS: '. APPROVED 5IW x 10'-6"1_ x 6'-3"H ; SEP 24 2019 WEIGHTS: .' LID (6,680 lbs) . . City of Tukwila SECTION (11,380 Ibs) BUILDING DIVISION BASE (7,620 lbs) NOTE: Side panel has been shifted To show internal view and is not removable. 0 2013 Granite Precasting & Concrete, Inc. fr , it TM \.... - ei -- m 'e 3 1 = 11=111 Y L.4 -- 4) 4116 BAKERVIEW SPUR, SELLINURAM, WA 9112E5 - (3601 67 1-SES 1 - 1-81K141011-RES 1 - FAX 13601 S71417110 ater Separator 1,500 Gallon Capacity Galv. Lifting Iron (2) per End 10'-6" 02' Access (3) Places Typ. 5'-7" 5' PLAN SECTION A -A 3/4" Knockout (4) per Side ifting Insert (4) per Lid (4) per Base Mastic Joint Sealant Contractor to Apply, Typ. JOINT DETAIL D SCALE 1 / 24 1'-4 1/2" nockout 1'-6" x 1'-6" (1) per End VIEW B-B 2013 Granite Precasting & Concrete, Inc. SPECIFICATIONS 1. Concrete: Fc=5,000 psi @ 28 days 2. Rebar: ASTM A-615 Grade 60 3. Design: ASTM C-857 "Minimum Structural Design Loading for Underground Precast Concrete Utility Structures" 4. Loads: AASHTO HS-20 5, Backfill with granular free draining material (sand or pea gravel) free of stones or cobbles greater than 4" dia. 6. All pipe to be supplied and installed by contractor. 7. Contractor to field install baffle. 8. Fill with clean water prior to start up. 9. Items shown are subject to change without notice. 5 x 75 Oii Water Separator 500 Gallon Capacity INTERIOR DIMENSIONS: 4'-0"W x 6'-4"L x 4'-0"H WEIGHTS: LID (2,750 Ibs) BASE (8,460 Ibs) NOTE: Side panel has been shifted to show internal view and is not removable. 2013 Granite Precasting & Concrete, Inc. rrIITE 411613A18F-RVIEW SPUR. BELLINGHAM, WA 98E26 - [360) 671-E251 - 1-8013-808-2251 - FAX (3601671-0780 5 x 7.5 Oil Water Separator 500 Gallon Capacity Inspection Opening (2) Places Typ. PLAN Water LeveL —Baffle 1 2" 1 � SECTION A -A fting Insert (4) Places Typ. Lifting Insert (4) Places Typ. B Mastic Joint Sealant Contractor to Apply, Typ. JOINT DETAIL D SCALE 1 ,/ 16 VIEW B-B © 2013 Granite Precasting & Concrete, Inc. SPECIFICATIONS 1. Concrete: Fc=5,000 psi @ 28 days 2. Rebar: ASTM A-615 Grade 60 3. Design: ASTM C-857 "Minimum Structural Design Loading for Underground Precast Concrete Utility Structures" 4. Loads: AASHTO HS-20 5. Backfill with granular free draining material (sand or pea gravel) free of stones or cobbles greater than 4" dia. 6. All pipe to be supplied and installed by contractor. 7. Contractor to field install baffie. 8. Fill with clean water prior to start up. 9. Items shown are subject to change without notice. david keh e March 9, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Lee Sipe and Joanna Spencer RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and waste water phase 1 PG19-0122 Dear Staff, There has been a change in contractor and engineer for the above permit as noted below: 1. The owner has released Auburn Mechanical as the contractor and engineer of record and has hired Lakeridge Mechanical as both the new contractor and engineer of record. I have attached the Lakeridge Mechanical drawings as the new permit set of drawings and new engineer of record for Phase 1 trench drains. Please replace the permit set with this new setoff drawings. I will be submitting a separate permit to Public Works for the Phase 3 outside sewer connection with their requirements under your comment letter for PG19-0144. Sincerely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED RV SDN NOD:. CITY OF TUKWILA kAR 10 7070 PERMIT' CENTER ?G1g 01224 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com &Ind kehle September 9, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and waste water phase 1 Dear Mr. Hight, C.',ITV OF TUKWILA SEP 1 0 2019 'ERNI CENTER As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, and drawings interior floor drains and sump drains, sump pump pit/oil water separator per Auburn Mechanical drawings for Phase 1 of the waste water system. There is no change to exterior lighting or building envelope. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com , 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0122 DATE: 0 04020 PROJECT NAME: SHASTA BEVERAGES. INC - TRENCH DRAIN PHASE I SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # X Revision #1 after Permit Issued Revision #__ before Permit Issued DEPARTMENTS: ng Division Public As 41A) Fire Prevention Structural Planning Division I 1 Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/12/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions Denied (le: Zoning Issues) DUE DATE: 04/23/2020. DATE: Fire Fees Apply Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire E] Ping LI PW Staff Initials: 12/18/2013 7 1, 1 PERM 1 C 01-10 COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0122 DATE: 09/10/2019 PROJECT NAME: SHASTA BEVERAGE, INC - TRENCH DRAINS SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS. \ 41 0 V\ ng Division Public Works Fire Prevention Structural P PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division T Permit Coordinator Ili DATE: 09/12/19 Structural Review Required DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required P P (corrections entered in Reviews) DUE DATE: 10/10/2019 Approved with Conditions E Denied (ie: Zoning Issues LI 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: 12/18/2013 PROJhCT NAME: S SITE ADDRESS: PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG -0 q-w--rf REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS 1•10-20 _ v Summary of Revision: tevesA) 101 rktictvefe t..c Received by: C C9 ( (0 — t GI REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ht(p://wwwi.tu*wi!a.wa us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted la person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03\ ItATI7 Plan Check/Permit Nuntber: 174 I s_ Response to Incomplete Letter # Ej Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 5 i'Aa)5 r2b (4e" 15a-tit 7,-k4ik..)14 Project Name: MU Project Address: I 2Z1 LAVOUCZ A1421r-Wil Contact Perso‘241,0 Vokue Phone Number: 2/..7124-73 Summary of Revision: Katie eva44 Reolcuta-L- kp46,11...e142. kocut. E3J44ostly. 4 RECEIVE[) CITY OF TUKWILz. MAR 1 U ?on PERMIT CENTER Sheet Number(a): WAAT "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [?1"-- Entered in Permits Plus on 75-0----4)-0--0 tapplicationsVorms-applications on Imerevision submittal Created: 8-13-2004 Revisal: f CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan Pci .tu kwila.wa. us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACT OR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) „\J [please print name] , states as follows: PERMIT NO Nk\°\ Pb,Io\- 017.2 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. S. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number I j , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwjse have under state law in any decision to engage an unregistered contractor to perform cons Cio wor �\\\�11111111 1.LE 1 44 I gg�0N F++ +0 t A?I- Se • 09.2��'�OO- IC. WAS H\����_ S er/Owner's Agent* Signed and sworn to befo /(:) day of ,20t\ NOTARY PUBLIC i an• fo th- tate of Washington Residing at Name as commissioned: C•un My commission expires: 18.27.090 Exemptions. T' \?gistration provisions of this chapter do not al to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 1.4. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent 10 owner for purposes of exemptions. GENERAL NOTES ABBREVIATIONS SYMBOLS GENERAL NOTES REFERENCE TO RELATED WORK: "REF" INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, LANDSCAPE, OR KITCHEN), OR ITEM BASED ON A SPECIFIC MANUFACTURER'S DIMENSIONS (VERIFY). 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS (VOLTAGES, ETC. OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. 3. CODES: COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE APPLICABLE BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE, AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL AHJ. 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON FINAL STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING ALL EQUIPMENT, PIPING, ETC. A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH STRUCTURAL. B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING, LIGHTS, WALLS, FIRE SPRINKLER PIPING, AND OTHER TRADES WORK. C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, EQUIVALENT DUCT SIZING EXCHANGE, RELOCATING, ETC. AS REQUIRED FOR A COMPLETE OPERATING MECHANICAL SYSTEM. D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. 5. PLUMBING CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF ALL PLUMBING EQUIPMENT WITHIN THE STRUCTURE. 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL ACCESS DOORS ON SHOP DRAWINGS PRIOR TO BEGINNING OF CONSTRUCTION. ACCESS DOORS IN FIRE RATED STRUCTURE SHALL BE FIRE RATED. VERIFY ACCESS DOOR LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO BIDDING. 7. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF CAP, ROOF CURB, ROOF DRAIN, AND VTR DETAILS. 8. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED PIPING IN FINISHED ROOMS. 9. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED PIPING PENETRATIONS AND SHEET METAL FLASHING FOR EXPOSED DUCTWORK PENETRATIONS. 10. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR SHAFTS AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND PENETRATIONS IN AIR PLENUMS. 11. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MECHANICAL WORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND REPLACEMENT. 12. CABLE TRAYS: PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" ABOVE AND TO THE SIDE OF CABLE TRAYS. 13. MOTORS: COMPLY WITH ENERGY CODE ENFORCED BY AHJ FOR MINIMUM EFFICIENCIES UNDER FULL LOAD. 14. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. COORDINATION REQUIREMENTS IRRIGATION: COORDINATE WITH IRRIGATION CONTRACTOR FOR THEIR WATER SUPPLY REQUIREMENTS AND LOCATIONS. 2. GAS: CONTRACTOR/GAS COMPANY SHALL FINALIZE GAS METER AND GAS SERVICE LOCATIONS. 3. UTILITIES: COORDINATE WITH SITE UTILITY CONTRACTOR AND CIVIL DRAWINGS FOR UTILITY CONNECTIONS AND EXTENSIONS. 4. ROOF DRAINAGE: COORDINATE WITH GENERAL CONTRACTOR FOR ROOF DRAIN AND OVERFLOWS, SCUPPER DRAINS, AND CONDENSATE DRAINS. 5. PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND OTHER TRADES EXACT LOCATION OF ALL PLUMBING FIXTURES. 6. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE SITE PRIOR AND DURING THE CONSTRUCTION. 7. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION ABOVE SEA LEVEL. 8. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND SHALL HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS MANUFACTURE SUPPLIERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. 9. FIRE PROTECTION: CONTRACTOR SHALL PROVIDE A FULLY DESIGNED FIRE PROTECTION SPRINKLER SYSTEM IN COMPLIANCE WITH NFPA AND LOCAL CODES. PROVIDE DESIGN, PERMITS, MATERIALS, INSTALLATION, TESTING AND ALL OTHER FOR A FULLY OPERATIONAL SYSTEM. LOCATION OF ALL PIPING TO BE COORDINATED WITH OTHER TRADES. PLUMBING NOTES CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO BUILDING WASTE, VENT, COLD WATER, AND HOT WATER SYSTEM IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS, AND LOCAL CODES. CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNIONS, ETC. AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. REFER TO PLUMBING FIXTURE CONNECTION SCHEDULE ON PLANS. 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE SHALL BE COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER ON THE LEFT HAND SIDE. 3. HOT WATER: NON -CIRCULATING HOT WATER PIPE SHALL NOT EXCEED 10' UNLESS OTHERWISE SHOWN ON DRAWINGS. 4. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT TO MAINTAIN MINIMUM 10' CLEARANCE FROM OUTSIDE AIR INTAKES. 5. CLEANOUTS: PROVIDE CLEANOUTS PER CURRENT UPC AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS WHERE THEY ARE NOT HIGHLY VISIBLE. FLOOR CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. 6. SUDS RELIEF: PROVIDE SUDS RELIEF IN ACCORDANCE WITH CURRENT CPC. 7. SHUT -OFFS: PROVIDE 1/4 TURN BALL VALVE ANGLE STOP SHUT-OFF VALVES AND BRAIDED STAINLESS STEEL FLEX CONNECTORS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE. EXCEPTION: PROVIDE SCREWDRIVER STOPS AT BATH/SHOWERS. 8. TUB SPOUTS SHALL BE THREADED (NO PUSH -ON FITTINGS). 9. TRAP ARMS: PROVIDE TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED CODE REQUIREMENTS. 10. ADA INSULATION: AT PLUMBING PIPING EXPOSED UNDER LAVATORIES, INSULATE THE EXPOSED PIPING AND TRAPS WITH PRODUCT SPECIFICALLY DESIGNED FOR THIS APPLICATOR MEETING ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. OFFSET P-TRAPS TO CLEAR WHEELCHAIR ACCESS. 1. GAS EQUIPMENT: GAS EQUIPMENT SHALL BE INSTALLED PER EQUIPMENT LISTINGS, LOCAL CODES, AND NFPA. 12. GAS CONNECTIONS: INSTALL FLEXIBLE QUICK DISCONNECT ASSEMBLIES FOR ALL GAS FIRED KITCHEN EQUIPMENT PER LOCAL JURISDICTIONS. 13. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD WATER LINES SERVING TWO OR MORE FIXTURES; SIZE IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (POI) REQUIREMENTS. WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES, SUCH AS LAUNDRY WASHERS, FLUSH VALVES (PUBLIC TOILETS), ETC. 14. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR DRAINS AND FLOOR SINKS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH DRAIN AND FLOOR SINK FOR TRAP PRIMERS SERVING MULTIPLE DRAINS AND FLOOR SINKS. 15. P-TRAPS: ALL EXPOSED P-TRAPS SHALL BE CHROME -PLATED BRASS. 16. PROVIDE BALL VALVES. GATE VALVES SHALL NO BE USED. NO EXCEPTIONS. SLEEVE 17. HOT WATER RECIRCULATING BALANCING VALVE VALVES TO BE BELL & COSSET CIRCUIT SETTER (OR WATTS EQUIVALENT) WITH INTEGRAL READOUT PORTS, ADJUSTMENT KNOB, DRAIN CONNECTION, AND POSITIVE SHUTOFF. 18. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 19. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CORRECTOR SIZES. 20. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. 21. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR PIPE. 22. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 23. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT CONDENSATE PAN WITH PLUG TEES FOR CLEANING. CONDENSATE DRAINS SHALL BE DISCHARGED TO AN INDIRECT WASTE OR OUTSIDE. INSULATION/LINING NOTES 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ. APPLICABLE CODES THESE DRAWINGS ARE BASED ON THE FOLLOWING CODES: - 2015 INTERNATIONAL BUILDING CODE (IBC) - 2015 INTERNATIONAL MECHANICAL CODE (IMC) - 2015 UNIFORM PLUMBING CODE (UPC) - 2017 NATIONAL ELECTRICAL CODE (NEC) - 2015 INTERNATIONAL FUEL GAS CODE (IFGC) - 2015 WASHINGTON STATE ENERGY CODE (WSET) WSEC NOTES C. D. PER TABLE 14-6 WSEC, ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS FOLLOWS: RUNOUTS UP TO 2 (NOT TO EXCEED 12' LENGTH): 1/2" THICKNESS. PIPE DIAMETERS 1" AND LESS: 1" THICKNESS. PIPE DIAMETERS 1" TO 2": 1" THICKNESS. PIPE DIAMETERS 2" TO 6" AND LARGER: 1-1/2" THICKNESS. 2. PROVIDE MIN. R-10 INSULATION UNDER ELECTRIC WATER HEATER TANKS ON CONCRETE FLOORS. SUMP PUMP DETAIL LEVEL SENSOR ELEVATION SCHEDULE ITEM DIM SUMP COVER 60" INLET PIPE IE AT SUMP WALL 50" HIGH WATER ALARM 48" LAG PUMP ON 42" LEAD PUMP ON 30" PUMPS OFF 15" SUMP FLOOR 0" POWER WIRING CONDUIT (REF) VENT PIPING TO OUTSIDE THE BUILDING TRAFFIC RATED ACCESS HATCH DIMENSIONS ARE HEIGHTS ABOVE SUMP FLOOR POWER SUPPLY ELEC AND CONTROL PANEL PUMPED WASTE SEE RISER DIAGRAM ON SHEET P410 FOR PIPING CONTINUATION CONTROL WIRING CONDUIT CONTROL JUNCTION BOX SUMP COVER, GAS -TIGHT BOLTED CONN TO SUMP PUMP RAILS LEVEL SENSOR (TYP) HIGH WATER ALARM LAG PUMP ON LEAD PUMP ON PUMPS OFF SUMP FLOOR PUMP INLET 6" ABOVE SUMP. FLOOR. PROVIDE SCREENED @ PUMP INLETS TO PREVENT CANS AND METAL ENTERING PUMP CASING. POURED -IN PLACE OR PRECAST CONCRETE. (STRUCTURAL DESIGNED BY OTHERS) SCHEDULES PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION LOCATION CONNECTION SIZE FIXTURE UNITS FLOWRATE BASIS OF DESIGN NOTES SANITARY SUPPLY DIRECT INDIRECT GREASE OIL V DCW DHW LPNG DFU WSFU TD-1 TRENCH DRAIN PER PLAN - STANDARD PARK- ()CFI (OWNER FURNISHED/CONTRACTOR INSTALLED) SPD-1 SUMP DRAIN - PER PLAN - EXISTING FD-1 FLOOR DRAIN PER PLAN - - - - - EXISTING FD-2 FLOOR DRAIN - PER PLAN - J WADE 1100-A W/SURESEAL OR EQUAL PUMP SCHEDULE TAG LOCATION SERVICE TYPE DESIGN FLOW GPM DESIGN HEAD (FT) MOTOR HP ELECTRICAL CONNECTION WEIGHT BASIS OF DESIGN NOTES SP-01 DRAIN SUMP PIT TO HOLDING TANK SUBMERSIBLE 350 20 5.5 CONFIRM WITH ELECTRICAL 327 GRUNDFOS SL 1.3.A40.55.EX.4.61R.0 1,2,3,4„5,6,7,8 SP-02 DRAIN SUMP PIT TO HOLDING TANK SUBMERSIBLE 350 20 5.5 CONFIRM WITH ELECTRICAL _ 327 GRUNDFOS SL 1.3.A40.55.EX.4.61R.0 1,2,3,4„5,6,7,8 SP-03 HOLDING TANK TO EVOQUA SKID FUTURE SP-04 HOLDING TANK TO EVOQUA SKID FUTURE NOTES: (1) ELECTRICAL CONTRACTOR TO PROVIDE MOTOR STARTER A N D DISCONNECT. (2) PROVIDE WITH LASER SUMP LEVEL DETECTION (3) LEAD/LAG PUMPS (4) PROVIDE CONTROLLER TO STAGE PUMPS AS (1) LEAD/LAG, (2) BOTH, AND ALARM. (SEE PHASE II) (5) PUMP PROVIDED FOR REDUNDANCY. PROVIDE LEAD/LAG CONTROLLER WITH ALARM. (SEE 1/P0.00) (6) PUMPING LIQUID WITH ACIDITY OF 3 PH, TYPICALLY 4 PH. (7) EXISTING -INSTALLED DURING PHASE-1 WORK (8) OR EQUAL SELECTION ACU AFF AHJ BHP BOH BTU CAP CC CD CFF CFM CI CO COMB CONT CONTR COTG CW DB DIM DN DS EFF ELEC EWC EXT FCO FCU FD FLR FPM FPS FS GAL GPG GPM GWB HB HD HEDV HORIZ HP HPCW HVAC HW HWC HX ID IE IN KS KW LAV LB MBA MECH MCA MOCP MPG M TD OD OPNG PD POC PRV PS PSIG PW RD REF PRBP RPM SCH SCW SD SF SH SO SP SR SS SQ TYP UH UON V VTR WC WCO WH WM AIR CONDITIONING UNIT ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION BRAKE HORSEPOWER BACK OF HOUSE BRITISH THERMAL UNIT PER HOUR COMMON CAPACITY COOLING COIL CONDENSATE DRAIN CAPPED FOR FUTURE CUBIC FEET PER MINUTE CAST IRON CLEANOUTS COMBUSTION CONTINUE, CONTROL CONTRACTOR CLEANOUTS TO GRADE COLD WATER DIAMETER DRY BULB, DECIBEL DIMENSION DOWN DOWN SPOUT EFFICIENCY ELECTRIC ELECTRIC WATER COOLER EXTERIOR, EXTERNAL FAHRENHEIT FLOOR CLEANOUTS FAN COIL UNIT FLOOR DRAIN FLOOR FEET PER MINUTE FEET PER SECOND FLOOR SINK GAS GALLONS GRAINS PER GALLON GALLONS PER MINUTE GYPSUM WALLBOARD HOSE BIBB HEAD HOSE END DRAIN VALVE HORIZONTAL HORSEPOWER HIGH PRESSURE COLD WATER HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER HOT WATER RE -CIRCULATION HEAT EXCHANGER INDIRECT DRAIN, INSIDE DIAMETER INVERT ELEVATOR INCH KITCHEN SINK KILOWATT LONG, LENGTH LAVATORY POUND THOUSAND BTU PER HOUR MECHANICAL MIN. CIRCUIT AMP ACITY MAX. OVER CURRENT PROTECTOR MEDIUM PRESSURE GAS MOUNTED OUTSIDE DIMENSION/DIAMETER OVERFLOW DRAIN/DECK DRAIN OPENING PUMP PRESSURE DROP, PUMPED DRAIN POINT OF CONNECTION PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE PUMPED STORM DRAINAGE POUNDS PER SQUARE INCH GAUGE PUMPED SANITARY WASTE ROOF DRAIN REFERENCE REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE SCHEDULE SOFTENED COLD WATER STORM DRAIN SQUARE FOOT SHOWER STORM OVERFLOW STATIC PRESSURE SUDS RELIEF STAINLESS STEEL, SANITARY SEWER SQUARE TYPICAL UNIT HEATER UNLESS OTHERWISE NOTED VENT VENT THRU ROOF WASTE, WATT, WIDE WATER CLOSET WALL CLEANOUTS WALL HYDRANT WASHING MACHINE GENERAL ARCHITECTURAL BACKGROUND (THIN LINE) NEW MECHANICAL WORK (HEAVY LINE) MATCHLINE OR PROPERTY LINE SECTION IDENTIFICATION (DETAIL SIMILAR) INDICATES DIRECTION OF CUTTING PLANE LETTER INDICATES SECTION (NO. INDICATES DETAIL) M-3 M-3 SHEET NUMBER WHERE SECTION IS DRAWN SHEET NUMBER WHERE SECTION IS TAKEN SS PW EQUIPMENT TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) PIPE CAP 4 PIPE PLUG UNION FLANGE WYE STRAINER PIPING A SANITARY SEWER (55) PUMPED WASTE VENT (V) RL RAIN LEADER OL OVERFLOW RAIN LEADER CD CONDENSATE DRAIN COLD WATER (CW) HOT WATER, POTABLE, 120F - 140 - HOT WATER, POTABLE, TEMPERATURE OTHER THAN 120E HOT WATER CIRCULATING (HWC), POTABLE, 120'F 140 - HOT WATER CIRCULATING, POTABLE, TEMPERATURE OTHER THAN 120F FUEL OIL FILL FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT RELIEF VENT NATURAL GAS IRRIGATION FOF FOS FOR FOV RV 9 t P/T -DQ\I\D4 RPBP D4\I\D4 DCVA WYE STRAINER WITH CAPPED HOSE END SLOWDOWN VALVE BALL VALVE CHECK VALVE BALANCING OR PLUG VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE (PRO) AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY RELIEF VALVE BALANCING/MEASURING VALVE FLEXIBLE CONNECTION IN PIPING PIPE ANCHOR PIPE ALIGNMENT GUIDE PIPE SUPPORT VALVE STATION OR ASSEMBLY INDIRECT DRAIN, PIPE TO DRAIN FLOOR DRAIN HOSE BIBB BREAK IN PIPING OR DUCTWORK PUMP PRESSURE GAUGE THERMOMETER PRESSURE/TEMPERATURE TEST PORT REDUCED PRESSURE BACKFLOW PREVENTER DOUBLE CHECK VALVE ASSEMBLY DRAWINGS ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. CONTRACTOR SUBSTITUTIONS & REVISIONS CONTRACTOR SUBSTITUTIONS & REVISIONS: PLEASE SUBMIT PROPOSALS FOR SUBSTITUTIONS OR REVISIONS FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIAL OR DOING WORK. FOR EQUIPMENT THAT IS SCHEDULED BY MANUFACTURER'S NAME AND CATALOG DESIGNATIONS, THE MANUFACTURER'S PUBLISHED DATA AND/OR SPECIFICATION FOR THAT ITEM ARE CONSIDERED PART OF SPECIFICATION. ENGINEERING COSTS FOR REVISING MEP PLANS SHALL BE ADDRESSED IN THE COST ANALYSIS OF THE SUBSTITUTION PROPOSAL. CONTRACTOR TO COORDINATE WITH ENGINEER AND DETERMINE ASSOCIATED DESIGN AND PERMITTING COSTS. CONTRACTOR SHALL BE RESPONSIBLE FOR OTHER COSTS ASSOCIATED WITH UNFORESEEN ISSUES RESULTING FROM SUBSTITUTIONS OR REVISIONS. DRAWING INDEX PIPE MATERIALS ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 1. UNDERGROUND SERVICE ENTRANCE PIPING: COPPER, TYPE K. PLASTIC WRAP UNDERGROUND WATER SUPPLY PIPING TO PREVENT CORROSION 2. ABOVEGROUND WATER DISTRIBUTION PIPING: COPPER, TYPE L 3. UNDERGROUND WASTE AND VENT PIPING: SOLID CORE PVC DWV, SCH. 40. 4. ABOVEGROUND WASTE AND VENT PIPING: SOLID CORE PVC DWV SCH. 40. 5. FOPVCRCSCHE MAIN40 &PRESSURE RATPRESSURIZEDED ASTE: SOLID CORE 6. UNDERGROCOREUNPVCD STODWRM PSCH. IPING:40 CAST IRON OR OLIDV, 7. ABOLOIVED GROUNCOREPVCD STOPIPING: CAST IRON OR SCHRM 40 DWG DESCRIPTION INCLUDED IN SET ro W N P P0.00 LEGEND, GENERAL NOT'. AND DRAWING INDEX X P1.01.C1 SW WAREHOUSE FLUMMNC PLAN X CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 MU PERMIT CENTER ?CIO 122 P v -EMERGENC] Fit010 P1.01.0 °OR:SLOPING TOWARD SPD-1 .-4BE _PROVIDED BY OTHERS J EXISTING WASTE LINE TO BE '• ABANDONED. \ BLENDER BOTTLE LINE 50 GPM SPD- L5_0_ _GI _ DRAINS TO WASTE PIPING. WARMER BOTTLE 70 GPM EBISDING WALINE TO BE ABANDONED. 11.1:,<1) - 1 175 GPM U11111111W111111WIIIIMW1111111 1111111111On 1111111111111,7 Ni TD PROVIDE WITH MESH STRAIN AT CONNECTION TO WASTE PIPE (TYP) TRENCH ',RAINS 1111111111111111111111d 1,111111111 11111111111111111111111111111111111 111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1'1 8"W 125 GPM BLENDER CAN #2 100 GPM All 11111111 11111111111111111111111111 n111111111111111111 INN II III 1 1111111111111111111111111111111111 1 11111111111 'LENDER CAN #1 7'5 GPM $111•11111,11111101111 II ROUTE 8"W ALONG TRENCH DRAIN IN THE SAME SAWCUT PATH. FILLER TIP 150 GPM 11 M11111111101 111 11111 WENCH 4; . AINS TO T PIPING. i! mum mum. PROVID FLOOR SAWCUT FLOOR FOR - - TRENCH INSTALLATION, AS REQUIRED (TYP) ERG==-1 SPD- ff -TEMTR' GPM' -1:11- [EM00"WGENCY1 DISCHARGE TEMPORARY PW LINE INTO EXISTING PIT. (E)W. VIF, IF REQUIRED FOR POC PG-1 HE- 8"w 8"W 175 GPM BATCH TANK 30 GPM SPD-1 6 w 30 GPM I (E)WASTE DISPOSAL PIT. (E)W. VIF, IF REQUIRED FOR POC 11 I • ESLLER ij2 150 OPM PROVIDE FLOOR - - ow INSTALL ile-TUSTOMP DRAIN AT WARMING MACHINE. SPD 75 GPM WARMER CAN#2 75 GPM PROVIDE MES STRAINER AT OUTFLOW OF SUMP. 6:: CONNECTION TO.. EMERGENCY SPO-1 PROVIDE WITH MESH STRAINER AT CONNECTION TO WASTE PIPE (TYP) 8"W TO (E)WASTE LINE (VIF). POC TO QC BUILDING EXISTING 6" WASTE T IRA , ------, MAXIMUM HALF F LL FLOW IN 8" PIPE 9 2% OLOPE ' PER MAW:NO FO , M U LA , N=0.015: 340 GPM BO„lc,,ER 0 GPM 6" CONNECTION TO EMERGENCY TD-1 Y 8"W TO (E)WASTE LINE (VIF). 6 PW (ROUTED ABOVE (ON THE) GROUND). • (E)WASTE. VIF SIZ LOCATION, IF REQ MOUNT PUMP CONTROLLER ON WALL. COORDLNATEr1Q GAM WITH OWNER (-48" AFF). • IRED. INSTALL TD-1 TRENCH DRAINS AROUND WARMING MACHINE. REMOVE Sc CAP (E)PIPES THROUGH TOP OF SUMP. TERTIARY PUMP SYSTEM: s& 1 SEE DETAIL 1/P0.01 PUMP CONTROL WIRE CONDUIT SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) (F)PUMPED WASTE LINE TO TEE. ROUTE TEMPORARY WASTE LINE ABOVE GROUND TO WASTE PIT. (FUTURE: REMOVE TEMPORARY LINE AND PROVIDE FLOOR CLEANOUT.) 6" VENT. VERIFY WITH AHJ IF VTR IS REQUIRED (E)WtSTE. VIF SIZE & LOCATION. 8 E n. P1.01. A P1.01.B Table 1-5 Approximate Dischar e Rates and Velocities in Slo in Drains n = 0 015' Actual Inaide Aerial Intl, I, imitt 'A Half -full Flav Discharee Rate and Veen. ./. sr of Pipe, in. Imml I, 131.8 11.6 mminill Discharge, a m !UPI Slope Velocity, fps tioni/el in./Ft 13.2 Discharge, allm 1L/s1 on/m1 Slope Wacky, fps letre,1 in.11116.4 Diecharge, aPm_Riel mnVrtil OP8 Velocity, fps Imnital , inift 112.7 rern/m1S101). Discharge, iwn411.41 Velocity, tes immis) I1, (34. 138. 3.1_3_,120 1.3,0.41 3. _19_111 J111,1___1.90 1.78 145.51 148., i1, , 3.91 (0.24 I 4.8) 10.30 1.4210.43 1.50(0.46 6.80 . 2.01 451, 212 153.9 .8 2, (63.51 3 (76.31 ;c71-img ;Tgro:3 8.42 10.53 '254 riru 1.72(0.52 mnlig 11 9 _,I1.75) 23',.6, 2.43 (61.8 mi,781:7, 4 1101.6) 5 1127) 25.70 11.681 48.3 1.36(34.6 37.8 (2.38p 1.9310.59) 53.4 (3.37 2.73(0.83 {'21 755 14.761 3.86 198.2 6 (152.41 8 (203.2) (3.05) 78.5 (4.83) 170 . .2 . . 68.3 ,1,0 111 (7.00 2.23(0.681 2.52(0.771 96.6_(6.10] 157 (101 3.16,97 3.5211.09) 13, 0-641_,.471113.7 222 114.01 5.04,28.2 10 (256) 02 184.81 (10.731 308 (19. Soc I ON 2. .2 ( . 2. 3 72.0 240 (15.14 • 0 707 14402 . ) 40111 001 0 (21.51 6 8.9 9 9 1630 4.3411.32) 7 I 486 (30.31 872 5.0) 411 9 1 013(1550 7.12,81.0 8.02 204.0 2, - - - RECEIVS.0 CITY OF TUKWILA MAR 10 2020 - --• PERMITCENTEI1 :, BASIS OF DESIGN PER TELEPHONE CALL WITH JOHN GLENNON ON 02/20/20: SHASTA BEVERAGE HAS CONFIRMED THAT H BASED ON OPERATION SCHEDULE, MAXIMUM DRAINAGE IJy of TLkwila TO FLOOR RECEPTORS AT ANY GIVEN TIME WILL NOT NJI DING EIVISION .. EXCEED 175 GPM. MAIN SEWER LINE IS SIZED TO HANDLE 175 GPM. APPROXIMATE LOCATION OF DRAIN TERMINATION IS SHOWN ON THE PLAN WITH CONTROL LINE." " THIS IS ENGINEER'S UNDERSTANDING THAT FLOOR SLOPING WILL BE ADJUSTED BY CLIENT TO - ACCOMMODATE DESIGN. TRENCH DRAINS AND FLOOR RECEPTORS ARE NOT EQUIPPED WITH P-TRAP AS DRAINAGE IS INDUSTRIAL H. WASTE [NOT SEWER] AND IT WILL BE TERMINATED TO VENTED LIFT STATION. LU a. °el< g3 Q 00- 9 Z Z L1.1IO 1111111111111111:,111', LT' oR L'21 co,CiOCICreo, 4.52giALAr' R VIEWED FOR O"E COM DLIANC APPROVED /i 2020 0 0 (IL/1' SW WAREHOUSE PLUMBING PLAN PROVISIONS FOR FALL/HAZARD DUE TO WET FLOOR SHALL BE DESIGNED BY OTHERS. 1/8" = 11-0" _ -- _ GENERAL NOTES 1. COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE LATEST ADOPTED VERSION OF 2015 INTERNATIONAL BUILDING CODE (IBC), 2015 WASHINGTON STATE ENERGY CODE (WSEC), 2015 UNIFORM PLUMBING CODE (UPC), 2015 INTERNATIONAL FUEL GAS CODE (IFGC), AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 2. MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE, AND DO NOT NECESSARILY REFLECT EVERY REQUIRED OFF -SET, FITTING, OR ACCESSORY. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE DOCUMENTS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS. 3. ITEMS MARKED AS TYPICAL APPLY TO THAT DRAWING SHEET ONLY. UNLESS NOTED OTHERWISE, DETAILS MARKED AS TYPICAL APPLY TO THE DRAWING SET. 4. COORDINATE INSTALLATION WITH BUILDING STRUCTURE AND ALL OTHER TRADES (ARCHITECTURAL, CIVIL, ELECTRICAL, STRUCTURAL, LANDSCAPE, ETC) PRIOR TO FABRICATION, PURCHASE, AND/OR INSTALLATION OF SCOPE OF WORK. VERIFY SPECIFICATIONS AND PROJECT REQUIREMENTS FOR CUTTING AND PATCHING. COORDINATE AND VERIFY CLEARANCES BEFORE COMMENCING WORK. DIMENSIONS TO EQUIPMENT TO BE INCLUDED WITH AS-BUILTS. 5. EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS UNLESS SHOWN ON THE ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. OBSERVE EQUIPMENT CLEARANCES. ALL MECHANICAL EQUIPMENT CLEARANCES NOTED ON THE DRAWINGS AS 36" FOR MECHANICAL ACCESS OR ELECTRICAL ACCESS LESS THAN 460V, 42" FOR ELECTRICAL ACCESS OF 460V, OR SPECIFIED FOR OTHER CLEARANCES PER THE MANUFACTURER. 6. VERIFY PROJECT SEISMIC REQUIREMENTS. INSTALL SEISMIC BRACING FOR ALL DUCTWORK (GREATER THAN 33"0 OR 6 SQUARE FEET), EQUIPMENT (>400# & 4 FEET ABOVE THE FLOOR, OR 754# INLINE), AND PIPING (>3"0 FOR Ip=1.0) PER IBC REQUIREMENTS. POSITIVELY ATTACH DIFFUSERS TO CEILING GRID. UNLESS PROVIDED BY THE STRUCTURAL ENGINEER, USE THE SMACNA SEISMIC RESTRAIN MANUAL FOR GUIDELINES. 7. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE. VICINITY MAP/SITE MAP AREA OF WORK AREA OF WORK 41) PLUMBING NOTES 1. CONTRACT DOCUMENT DRAWINGS ARE SCHEMATIC. THEY ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT. THEY DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE PLUMBING CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 3. SLOPE ALL WASTE PIPING AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE ID INDICATED ON DRAWINGS). 4. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH SECTION 313.3 OF THE 2015 UNIFORM PLUMBING CODE & SECTION 1613.3 OF THE 2015 IBC, PROVIDE EARTHQUAKE SWAY BRACING AT 40' INTERVALS FOR ALL PIPING WHICH IS GREATER THAN 3" WHICH HAVE HANGERS THAT EXCEED 12" IN LENGTH AS DESCRIBED BY THE SMACNA BRACING MANUAL. 5. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL 6. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. IF THE ELECTRICAL IS GROUNDED TO THE PIPE SYSTEM THEN ALL DIELECTRIC CONNECTIONS REQUIRE A JUMPER TO MAINTAIN ELECTRICAL GROUNDING. SCOPE OF WORK 1. INSTALL TRENCH DRAINS AROUND & A SUMP PIT AT NEW WARMER. 2. INSTALL TRENCH DRAIN THRU FILLER ROOM. 3. REPLACE 7 SUMPS IN FILLER ROOM WITH ASSOCIATED PIPING. 4. ROUTE TEMPORARY PIPING FROM OIL SEPARATOR TO EXISTING WASTE WATER PIT. DRAWING SHEET LIST P0.00 PLUMBING COVER SHEET P1.01.C.1 PLUMBING SW FLOOR PLAN PRE -CAST SUMP BASIN LID GARAGE FINISH FLOOR -\ SYMBOL LEGEND DOMESTIC COLD WATER (DCW) DOMESTIC HOT WATER (DHW) DOMESTIC HOT WATER RETURN (DHWR) SANITARY WASTE (W) VENT (V) STORM DRAIN (SD) OVERFLOW STORM DRAIN (OSD) GAS MPG MEDIUM PRESSURE GAS PIPE CAP -A PIPE BREAK 0 PIPE UP PIPE DOWN PIPE TEE UP PIPE TEE DOWN PIPE FLANGE UNION REDUCER DIRECTION OF FLOW 0) FLOOR CLEANOUT WALL CLEANOUT CIRC PUMP POINT OF CONNECTION BALL VALVE GATE VALVE BALANCING VALVE GAS VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 WAY MOTORIZED VALVE PRESSURE REGULATOR VALVE N CHECK VALVE PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREY. STATION PLUMBING FIXTURE OIL -SEPARATOR BAFFLE TRAFFIC RATED ACCESS HATCH (TYP) (TYP) 6" PW OUT �• KF�t 8"W. FIELD VERIFY PIPE INVERT, SIZE, AND SUMP DEPTH WITH ENGINEER. 9• tr - . PROVIDE SCREENING AT INLET TO PREVENT CANS AND OTHER" SOLIDS FROM FLOWING INTO +j THE PUMPS. !Iti l•lhe i4.y l: HIGH WATER ALARM , B❑TH PUMPS ON S NGLE PUMP ON (LEAD / LAG) . PUMP(S) OFF 48' 42' 30. O 15' i�.f Yy�''!'1+4-i'Arn,.:;'►:.•:%+':i ��+::x.•-s+,.7'�%],5it ., �'•;+d•?•s'. a' - ;3. :`:.i •i:1-:s'.ji' PROVIDE SCREENING AT PUMP INLETS TO PREVENT CANS AND OTHER SOLIDS FROM FLOWING INTO THE PUMPS. 0 1 DRAIN SUMP PIT - OIL SEPARATOR SCALE: NONE PLUMBING ABBREVIATIONS ABBR FULL NAME ABBR FULL NAME ABBR FULL NAME AAV AUTOMATIC AIR VENT EXH EXHAUST N2 NITROGEN ABV ABOVE EXP EXPANSION N20 NITROUS OXIDE AD ACCESS DOOR EXTR EXTRACTOR NC NORMALLY CLOSED AFF ABOVE FINISHED FLOOR (F) FUTURE NG NATURAL GAS (LOW PRESSURE) AG ABOVE GRADE F FIRE, FAHRENHEIT NIC NOT IN CONTRACT AGD ANESTHIC GAS DISPOSAL FA FREE AREA NO NORMALLY OPEN AL ALUMINUM FC FLEXIBLE CONNECTION NP NON -POTABLE APRX APPROXIMATE(LY) FCO FLOOR CLEAN OUT NTS NOT TO SCALE ARCH ARCHITECT(URAL) ECU FAN COIL UNIT 02 OXYGEN ATM ATMOSPHERE FD FLOOR DRAIN OSA OUTSIDE AIR AV ACID VENT FLA FULL -LOAD AMPS OC ON CENTER AW ACID WASTE FOG FATS, OILS, AND GREASE OD OUTSIDE DIMENSION BAS BUILDING AUTOMATION SYSTEM FPM FEET PER MINUTE OFCI OWNER FURNISHED CNTR INSTALLED BFP BACKFLOW PREVENTER FPS FEET PER SECOND OFD OVERFLOW DRAIN BG BELOW GRADE FS FLOOR SINK OPNG OPENING BHP BRAKE HORSE POWER '/FT FOOT, OR FEET ORL OVERFLOW RAIN LEADER BLDG BUILDING G GAS (LINE) OSD OVERFLOW STORM DRAIN BOB BOTTOM OF BEAM GALV GALVANIZED 0 PHASE OR DIAMETER BOP BOTTOM OF PIPE GC GENERAL CONTRACTOR POC POINT OF CONNECTION BOTT BOTTOM GI GREASE INTERCEPTOR PRV PRESSURE REDUCING VALVE BTU BRITISH THERMAL UNITS GLYE ETHYLENE GLYCOL PSI POUNDS PER SQUARE INCH BTUH BRITISH THERMAL UNITS PER HOUR GLYP PROPYLENE GLYCOL PW PUMPED WASTE BTU/H BRITISH THERMAL UNITS PER HOUR GPH GALLONS PER HOUR QD QUICK DISCONNECT C CONDENSATE GPM GALLONS PER MINUTE (R) RELOCATE CA COMPRESSED AIR GW GREASE WASTE RD ROOF DRAIN CB CATCH BASIN GWB GYPSUM WALL BOARD RED. REDUCE, OR REDUCED CC CONTROLS CONTRACTOR HB HOSE BIBB REQ'D REQUIRED CHWR CHILLED WATER RETURN HE HELIUM RIO ROUGH IN ONLY CHWS CHILLED WATER SUPPLY HHWR HEATING HOT-WATER RETURN RL RAIN LEADER CI CAST IRON HHWS HEATING HOT-WATER SUPPLY RPBP RED. PRESSURE BACKFLOW PREY. CNDS CONDENSATE HG HOT -GAS LINE SD STORM DRAIN CNTR CONTRACTOR HP HEAT PUMP, OR HORSE POWER SF SQUARE FEET CL CENTERLINE HR HOUR SS SANITARY SEWER CO CLEAN OUT HWR HOT-WATER RETURN SSTL STAINLESS STEEL CHWR CHILLED WATER RETURN HWS HOT-WATER SUPPLY STL STEEL CHWS CHILLED WATER SUPPLY HX HEAT EXCHANGER SUC SUCTION LINE CI CAST IRON HZ HERTZ SUSP SUSPENDED CNDS CONDENSATE ICW INDUSTRIAL COLD WATER TPL TRAP PRIMER LINE CNTR CONTRACTOR ID INSIDE DIMENSION TOD TOP OF DUCT CL CENTERLINE IE INVERT DIMENSION TOP TOP OF PIPE CO CLEAN OUT IE THAT IS TOS TOP OF STEEL DCW DOMESTIC COLD WATER IHW INDUSTRIAL HOT WATER TP TRAP PRIMER DCV DOUBLE CHECK VALVE IHWC INDUSTRIAL HW CIRCULATION TXV THERMAL EXPANSION DCBP DOUBLE CHECK BACKFLOW PREY. "(IN INCH, OR INCHES TYP TYPICAL DDC DIRECT DIGITAL CONTROL INS INSULATION UNO UNLESS NOTED OTHERWISE °IDES DEGREE KW KILOWATT V VENT DFU DRAINAGE FIXTURE UNIT INT INTERLOCK VAC VACUUM PIPING DHW DOMESTIC HOT WATER #/LBS POUNDS VFD VARIABLE FREQUENCY DRIVE DHWR DOMESTIC HOT WATER RETURN LIQ LIQUID LINE VIF VERIFY IN FIELD DN DOWN LWT LEAVING WATER TEMPERATURE VSD VARIABLE SPEED DRIVE DWG DRAWING MA MEDICAL AIR VTR VENT TO ROOF (E) EXISTING MAX MAXIMUM W WASTE EC ELECTRICAL CONTRACTOR MBH 1,000 BTU/H WC WATER COLUMN EG FOR EXAMPLE MCA MINIMUM CIRCUIT AMPACITY WCO WALL CLEANOUT EER ENERGY EFFICIENCY RATIO MH MAN HOLE WH WALL HYDRANT EFF EFFICIENCY MIN MINIMUM WO WASTE OIL ELEV ELEVATION MPG MEDIUM PRESSURE GAS WSFU WATER SOURCE FIXTURE UNIT EQUIP EQUIPMENT MSV MEDICAL SURGICAL VACUUM ITT WEIGHT EXP EXPANSION MT MOUNT /W WRAP EWT ENTERING WATER TEMPERATURE (N) NEW WI WITH ZCV ZONE CONTROL VALVE PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION LOCATION CONNECTION SIZES FIXTURE UNITS FLOW RATE SPECIFICATIONS NOTES SANITARY SUPPLY DIRECT INDIRECT GREASE OIL V DCW DHW LPNG DFU WSFU TD-1 TRENCH DRAIN WAREHOUSE FLOOR AS NOTED - - - - - - - - STANDART PARK, OFCI - OWNER FURNISHED / CONTRACTOR INSTALLED SPD-1 SUMP DRAIN WAREHOUSE FLOOR AS NOTED - - - - - - - - EXISTING FD-1 FLOOR DRAIN WAREHOUSE FLOOR AS NOTED - - - - - - - - - EXISTING FD-2 FLOOR DRAIN WAREHOUSE FLOOR AS NOTED - - - - - - - - - - WADE 1100-A W/SURESEAL OR EQUAL. 232123 PUMP SCHEDULE TAG MANUFACTURER! MODEL # LOCATION SERVES TYPE FLOW (GPM) HEAD (FT) IMPELLER RPM MOTOR HP VOLT' PH OPERATING WEIGHT (LBS) NOTES SP-01 GRUNDFOS SL1.30.A40.55.EX.4.61R.0 DRAIN SUMP PIT TO HOLDING TANK SUMP 350 20' 1760 5.5 3x230460 327 1,2,3,4,6,7,8 SP-02 GRUNDFOS SL1.30.A40.55.EX.4.61R.0 DRAIN SUMP PIT TO HOLDING TANK SUMP 350 20' 1760 5.5 3x230460 327 1,2,3,4,6,7,8 SP-03 - RESERVED FOR PHASE-2 - HOLDING TANK TO EVOQUA SKID - FUTURE - - FUTURE - SP-04 - RESERVED FOR PHASE-2 - HOLDING TANK TO EVOQUA SKID - FUTURE - - FUTURE - NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE MOTOR STARTER AND DISCONNECT 2. PROVIDE WITH LASER SUMP LEVEL DETECTION. 3. LEAD / LAG PUMPS 4, PROVIDE CONTROLLER TO STAGE PUMPS AS: (1) LEAD/LAG, (2) BOTH, AND ALARM. (SEE PHASE-2) 5, PUMP PROVIDED FOR REDUNDANCY. PROVIDE LEAD/LAG CONTROLLER WITH ALARM. (SEE 1/P0.00) 6. PUMPING LIQUID WITH ACITY OF 3 pH, TYPICALLY 4 pH. 7. EXISTING - INSTALLED DURING PHASE-1 WORK. 8. OR EQUAL SELECTION TI\ 1 a dik REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION] (.; ! -:M' Of= 'i' U K'1'v" i U , SEP 1 0 2019 PERMIT CEN ; F:? Auburn 'Mechanical III/IP11 J/I'/f01'/'//Ul//'C Co/hits P.O. Box 249 2623 West Valley Hwy. Auburn, WA 08071 Tel: (253)838-9780 Fax: (253)833-1384 AU-BU-RM1163BA GENERAL NOTES SEPARATE PERMIT REQUIRED FOR: (dJrf Mechanical (a Electrical VPlumbing Gas Piping City of Tukwila BUILDING DIVISION 1410,' OW / 1 G` ( .•' r(„..f C a� y. 'Fz TtiY.,` ...,,,, -_ (J/Ifi/,�U19 2 REVISION SET 9/4/19 1 REVISION SET 8/21/19 0 PERMIT SET 7/22/19 No. Revision/Issue Date SHASTA PROCESS DRAINAGE - PH-1 1227 ANDOVER PARK E TUKWILA, WA 98188 he P0.00 Drawing Description PLUMBING COVER SHEET Drew By GAH Dale 7/22/2019 22.s�a�e NO SCALE P1.01.D 171.01.0 CONNECT TRENCH DRAINS TO WASTE PIPING. SP. -1 iEXISTING WASTE LINE TO BE ABANDONED. ROUTE 8"W ALONG TRENCH DRAIN IN THE SAMESAWCUT PATH. !IMMO! MIIMOI MMIMI MMIMI MMHM MHMHI HMHMI MMHHI MHMOI MMHHI MHMHI HH HH MOMM TD- 1 D- SAVVCUT FLOOR FOR TRENCH INSTALLATION, AS REQUIRED (TYP) 'ISTIVG,4,7"E7STI'NRGY PIT E)W. VIF, R QUIRED FOR POC CONNECT TRENCH DRAINS TO NG. MHMOI MMHM MHMM HMMUI PROVIDE WITH MESH STRAINER AT CONNECTION TO WASTE PIPE (TYP) HMHHI MHMHI MMHM MHMHI MHMM !MM MMHM HMMH HMMOI MHMHI OMMHI MIMMI MHMHI MHMHI WHOM EXISTING WASTE / LINE TO BE ABANDONED. CONNECT TRENCH DRAINS TO WASTE PIPING. MHMM IHM MHMII MHHM' MMHM M:H1.11 PROVIDE WITH MESH STRAINER AT CONNECTION TO WASTE PIPE (TYP) PROVIDE FLOOR CLEANOUT. FWV 2 'EQL)FIRED (E)WASTE Fo R ROC DISPOSAL PIT. CONNECT TRENCH DRAINS TO WASTE PIPING. SPD- -PROVIDE FLOOR 8 W CLEANOUT. INSTALL SPD-1 SUMP DRAINS AT WARMING MACHINE. SAWCUT FLOOR FOR TRENCH INSTALLATION, AS REQUIRED (TYP) MHMHI MMHHI MHMHI MHMHI MHMHI MHMHI MHMHI MHMHI 8"W TO (E) WASTE LINE (VIF). 8W TO (E)WASTE LINE (VIF). 8 "(E)pLASTE. VIF SIZE & LOCATION. TEMPORARY 6"PW (ROUTED ABOVE (ON THE) GROUND). MOUNT PUMP CONTROLLER ON WALL. COORDINATE LOCATION WITH OWNER (-48" AFF). INSTALL TD-1 TRENCH DRAINS AROUND WARMING MACHINE. REMOVE & CAP (E)PIPES THROUGH TOP OF SUMP. TERTIARY PUMP SYSTEM: SP-01 & SP-02 SEE DETAIL 1/P0.01 PUMP CONTROL WIRE CONDUIT SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) (F)PUMPED WASTE LINE TO TEE. ROUTE TEMPORARY WASTE LINE ABOVE GROUND TO WASTE PIT. (FUTURE: REMOVE TEMPORARY LINE AND PROVIDE FLOOR CLEANOUT.) (E)WASTE. VIF SIZE & CAP FOR FUTURE LOCATION, IF REQUIRED. CONNECTION. 6" VENT. VERIFY WITH AHJ IF VTR IS REQUIRED. a) SW WAREHOUSE FLOOR PLAN 1/8" = P .0 .D P1.0 ST . V. IF REQ E , SIZE & LOC ON. CO P647 0/2, 2_ CrIYOF SEP 1 0 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION A- uburn 'Mechanical WI 1/ COUlltS P.O. Box 249 2623 West Valley Hwy. Auburn, WA 98071 Tel: (253)838-9780 Fax: (253)833-1384 AU-BU-RM1163BA GENERAL NOTES 67 - N ' 69/04/26/9 2 REVISION SET 9/4/19 1 REVISION SET 8/21/19 0 PERMIT SET 7/22/19 No. Revision/Issue Date SHASTA PROCESS DRAINAGE - PH-1 1227 ANDOVER PARK E TUKWILA, WA 98188 P1.01.C.1 PLUMBING FLOOR PLAN 0—, GAH 7/22/2019 1e/8" = 11-0"