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Home My WebLink AboutPermit PG19-0063 - SHASTA BEVERAGES / VARIETY PACK - GAS TO VARIETY PACK LINESHASTA BEVERAGE, INC VARIETY PACK 1227 ANDOVER PARK E ELI 9-0063 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov 3523049072 1227 ANDOVER PARK E Issue Date: Permit Expires On: SHASTA BEVERAGE, INC - VARIETY PACK PLUMBING/GAS PIPING PERMIT Permit Number: PG19-0063 4/30/2019 10/27/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: NATIONAL BEVERAGE CORP 8100 SW 10TH ST STE 4000 , PLANTATION, WA, 33324 DAVID KEHLE 1916 BONAIR DR SW , SEATTLE, WA, 98116 AUBURN MECHANICAL INC PO BOX 249 , AUBURN, WA, 98071 AUBURMI163BA Phone: (206) 433-8997 Phone: (253) 838-9780 Expiration Date: 9/12/2020 DESCRIPTION OF WORK: GAS TO VARIETY PACK LINE. Valuation of Work: $2,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $137.92 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2017 2017 2017 2015 | hearbycerdfy that | have read and examined this permit and know the same to betrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority mviolate nrcancel the provisions ofanynther state urlocal laws regulating construction urthe performance nfwork. |amauthorized tosign and obtain this development permit and agree uothe conditions attached tothis permit. Print Name., ^^� '�~ - ��1115"? This permit shall become null and void ifthe work isnot commenced within 18Odays for the date cf issuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS* 1: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. Z: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: Noportion ofany plumbing system nrgas piping shall beconcealed until inspected and approved. S: All plumbing and gas piping systems shall betested and approved asrequired bythe Plumbing Code and Fuel Gas Code, Tests shall beconducted inthe presence vfthe Plumbing Inspector. ushall bethe duty nf the holder nfthe permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 6: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than l8gauge. 7: 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 ofthe jurisdiction. O: 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: (206) 438'9350 2000 GAS PIPING FINAL 9002 ROUGH -IN GAS PIPING 011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office e 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: Tenant Name: PROPERTY OWNER Name:4(003 Addressizwq Mono_ , City: State:(LPA A, U) , Zip2.1, 0 CONTACT PERSON — person receiving all project mmunication Name9stg Address: A (p k C ity46415. State. ZipectbAse Phone: ,tek 4 3 lebArtrst-- Email- w.(44 e 6weciectrcsii , caA____ King Co Assessor's Tax No.: 04 101-2-- Suite Number: Floor: New Tenant: D Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: t,r, Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): eita2 Building Use (per Int'l Building Code). Occupancy (per Int'l Building Code): 11 Utility Purveyor: Water: fah. Sewer }1:1ApplicationsWorrns-Applications On Line \20Il Applications \Plumbing Permit Application Revised 8-9-1 1.cktex Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantityelow: 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 and/or 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 treatment 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 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T1jJ.AS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUT Signature: Print Name GENT GENT: Day Telephone. Mailing Address: City State Zip HAApplicationsTorms-Applications On Line \2011 ApplicationsTlumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $811.54 M19-0068 Address: 1227 ANDOVER PARK E Apn: 3523049072 $414.75 Credit Card Fee $12.08 Credit Card Fee R000.369.908.00.00 0.00 $12.08 MECHANICAL $402.67 PLAN CHECK FEE R000.322.102.00.00 0.00 $402.67 M19-0069 Address: 1227 ANDOVER PARK E Apn: 3523049072 $258.87 Credit Card Fee $7.54 Credit Card Fee R000.369.908.00.00 0.00 $7.54 MECHANICAL $241.66 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 PERMIT FEE R000.322.100.00.00 0.00 $160.18 PLAN CHECK FEE R000.322.102.00.00 0.00 $48.33 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE R000.322,900.04.00 0.00 $9.67 PG19-0063 Address: 1227 ANDOVER PARK E Apn: 3523049072 $137.92 Credit Card Fee $4.02 Credit Card Fee R000,369,908.00.00 0.00 $4.02 GAS $128,75 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $35.00 IIIIIMIIIIIIrMEEEEIIIIIMMIMIII TECHNOLOGY FEE R000.322.100.00.00 R000.322.103.00.00 0.00 $68.00 0.00 allitlii $5.15 TECHNOLOGY FEE R000,322.900.04.00 0.00 IIIIIIMEEM TOTAL FEES PAID BY RECEIPT: R17478 $81134 Date Paid: Wednesday, April 24, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 024027 Printed: Wednesday, April 24, 2019 12:39 PM 1 of 1 YS TEM S 0 CO TUKWILx ETn4KIT 6200 SOUTM[ENTER oLVD TUKWzLu, WA 98188 206'433'1870 CITY OF TUKwILu 0017340000802374464500 Date: 04/24/2019 12:39:03 PM CREDIT CARD SALE VISA CARD NUMBER: **~*******9837 x T:4N AMOUNT: $811.54 APPROVAL CD: 024027 RECORD #: 000 CLERK ID: shano X {CARDHOLDER'S SI6mxTVnE} I x6Kc[ TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWIL4 cTnxxzT szmo SOUT*[ENTEn uLvn TUKwILx' WA 98188 206'433'I870 CITY OF TUKWILA Date: 04/24/2019 VISA CARD NUMBER: TRAM AMOUNT: APPROVAL [D: RECORD #: CLERK ID: 12:39:03 pn CREDIT CARD SALE ****w****9837 $811.54 024027 000 Shana Thank you! Customer Copy K INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA. BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 5f 751- %/9 Type of Inspection: iT' i)6 '-/( Address: 1 227 Date Called: Special Instructions: Date Wanted: �- 9-�! p' a.m. p.m. 'Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENT Ve- L./ nspecto Date: REINSPECTION FEE REQUIRED. Prior 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) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje /(73.7s717 Type of pe ion: R zxAsil - Address: 1 22? 4.4/ TDate Called: ei47-/q1 €7C, Special Instructions: -DateWanted: a.m, p.m. Requester: Phone No: TiApproved per applicable codes. !COMMENTS: Corrections required prior to approval. cs 7—&/1-5" P IC 7, A(Q)ATevvr/t) ris pe Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0063 DATE: 04/24/19 PROJECT NAME: SHASTA BEVERAGE, INC - VARIETY PACK SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Li IA\ to\ Building Division Vt Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division Permit Coordinator 111 DATE: 04/25/19 Structural Review Required REVIEWER'S TIALS: DATE: APPROVALS OR CORRECTIONS: Approved LIII Corrections Required Denied (corrections entered in Reviews) (le: Zoning Issues Approved with Conditions DUE DATE: 05/23/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping El PW Staff Initials: 12/18/2013 AUBURN MECHANICAL INC k Washington State Department of 'Labor & Industries I -AUBURN MECHANICAL INC Owner or tradesperson Principals THODAY, DAVID V, PRESIDENT JOHNSON, STACY ANNE, PRESIDENT JOHNSON, KIM PAUL, SECRETARY Doing business as AUBURN MECHANICAL INC WA UBI No. 600 074 968 Hume Espanol Go Lt4ct Safety & Health Claims & Insurance A-Z 111-10x Hell) Page 1 of 2 Myt,&:1 Workplace Rights Trades & Licensing PO BOX 249 AUBURN, WA 98071 253-838-9780 KING County Business type Corporation Governing persons STACY A JOHNSON KIM JOHNSON; RYAN HOWARD MCMAHAN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. AUBURMI163BA Effective — expiration 01/01/1984— 09/12/2020 Bond Travelers Cas and Surety Co of America Bond account no. 106958648 Active. Meets current requirements. $12,000 00 Received by L&I Effective date 09/24/2018 10/01/2018 Expiration date Until Canceled Bond history Insurance Continental Insurance Co $1,000,000.00 Policy no. 6072614904 Received by L&I Effective date 09/28/2018 10/01/2018 Expiration date 10/01/2(119 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600074968&I,IC=AUBURMI163BA&SAW= 4/30/2019 AUBURN MECHANICAL INC savings No savings accounts during the previous 6 A eriod. Lawsuits against the bond or savings Page 2 of 2 No lawsuits against the bond or savings accounts during the previous 6 year period. LSI Tax debts No Led tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 169,854-00 Doing business as AUBURN MECHANICAL INC Estimated workers reported Quarter 4 of Year 2018 "Greater than 100 Workers" L&I account contact T3 / DAVID PRYOR (360)902-4804 - Email: PRYD235@lni.wa.gov Track this contractor 0 Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No mspections during the previous 6 year period. CO Washington State Dept. of Labor & Inatistries. Use of this site is subject lo the laws of the state of Washington. Help us improve FItnc•//cerlire ini wa pnv/verifv/Detail asnx?IMI=600074968&LIC=AUBURIVII163BA&SAW-= 4/30/2019 (EXISTING) AIR COMPRESSOR MANUFACTURER/ MODEL# WEIGHT (LBS) PSIG HP ELEC. MOTOR REQTS DESCRIPTION V HZ PH GARDNER DENVER LRS90-132B 6102 190 150 460 60 3 GARDENER DENVER MODEL LRS90 132E AIR COOLED, VARIABLE SPEED PIPE MATERIAL SCHEDULE SERVICE MATERIAL COPPER TYPE "M" COPPER TYPE "L" COPPER TYPE "K" BLACK STEEL (SCHED. 40) CAST IRON SOIL (NO HUB) PIPE & FITTINGS POLYETHYLENE (PE) PER TABLE 402.4 (22) POLYVINYL CHLORIDE (PVC) METALLIC SCHEDULE 40 BS CROSSED -LINKED POLYETHYLENE (PEX) GAS INSIDE X OUTSIDE X AIR ABOVE FLOOR X BELOW FLOOR X SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. FIL _ _.PY Permit No. Plan review approval is subject to errors ana omissions. Approval of construction aocuments does not authorize the violation of any adopted code or ordinance Receipt of approved Fi Id Copy and conditi is a nowled By. Date: City of Tus wiia BUILDING DIVISION PER IFGC. TABLE 402.4(2) PIPE HANGERS PIPE MATERIAL 1 /2" 3/04, 1" 1-1/2"2-1O' 2" PIPE SIZE (IN.) MIN. ROD DIA. (IN.) ROD DIA. (IN.) MAX. LOAD (LB.) STEEL 6 FT. 8 FT. 10 FT. 3/4" TO 2" 3/8" 3/8" 500 COPPER 5 FT. 6 FT. 8 FT. 2-1 /2" TO 3" 1 /2" 1 /2" 1000 PLASTIC 4 FT. 5 FT. 6 FT. 5/8„ 1700 FABRICATE HANGER RODS FROM THREADED HOT ROLLED STEEL CONFORMING TO ASTM A107. USE COPPER PLATED HANGER ROD AND BOLTS WHEN CONNECTING TO COPPER PLATED HANGERS. INCREASE HANGER RODS SUPPORTING TRAPEZE HANGERS IN SIZE AS REQUIRED TO HANDLE ADDED WEIGHT OF MULTIPLE PIPES. WHEN TRAPEZE HANGERS ARE USED FOR MULTIPLE PIPES, EACH PIPE SHALL BE INDIVIDUALLY CLAMPED OR GUIDED AT EACH TRAPEZE HANGER. LOADING PER HANGER ROD SHALL NEVER EXCEED THE LIMITS NOTED ABOVE WHERE SPRING HANGERS ARE REQUIRED, SUPPORT ONLY ONE PIPE FROM A HANGER OR TRAPEZE HANGER. SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO FITTINGS AND IN ADDITION TO ABOVE HANGERS, PIPING SHALL BE SUPPORTED AT EACH OFFSET OR CHANGE OF DIRECTION, AT ENDS OF BRANCHES, AT THE BASE OF RISER PIPES AND ALONG PIPING AS REQUIRED TO PREVENT SAGS, BENDS OR VIBRATION. LEGEND SYMBOL 105° G TP VBF EXIST.CW EXIST.G EXIST.HW EXIST.HWR EXIST.D EXIST.SAN EXIST.SAN V SOV THV CV BWV t 0 3 (i) . O CA ABBREV DESCRIPTION SS SANITARY SEWER BELOW FLOOR SS @ HVLV SANITARY SEWER AT HIGH LEVEL V VENT SANITARY DW DOMESTIC WATER HW HOT WATER TW TEMPERED WATER (105 °F) G NATURAL GAS (8" WC) TPCW TRAP PRIMER COLD WATER VBF VENT BELOW FLOOR ECW EXISTING COLD WATER EG EXISTING GAS EHW EXISTING HOT WATER SUPPLY EHWR EXISTING HOT WATER RETURN ED EXISTING DRAIN (INDIRECT) ES EXISTING SANITARY SEWER EV EXISTING SANITARY SEWER VENT GC GAS COCK SHUT OFF VALVE THROTTLING VALVE CHECK VALVE BWV BACK WATER VALVE HB HOSE BIBB TP VTR FD RD/OD CO/WCO FCO/COTG POC DIAMETER F R L FV IW ICW HVLV RO CA AHJ RISE/DROP IN PIPE WATER HAMMER ARRESTOR W/ ACCESS PANEL TRAP PRIMER VENT THRU ROOF FLOOR DRAIN ROOF DRAIN/OVERFLOW DRAIN CLEANOUT/WALL CLEANOUT FLOOR CLEANOUT/ CLEANOUT TO GRADE POINT OF CONNECTION FILTER REGULATOR LUBRICANT FLUSH VALVE INDUSTRIAL WASTE INDUSTRIAL COLD WATER HIGH LEVEL R.O. WATER COMPRESSED AIR AUTHORITY HAVING JURISDICTION NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED. PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS. CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 3. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES PRIOR TO THE START OF WORK. 4. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO START OF WORK. 5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES. 6. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 7. ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER CPC SECTION 719.0, IN ADDITION, PROVIDE CLEANOUTS AT EACH LAV./SINK. 8. PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH ARCHITECTURAL DRAWINGS. 9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE STATE OF WASHINGTON, AND AMERICANS WITH DISABILITIES ACT (ADA). 10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK PRIOR TO ORDERING EQUIPMENT. 12. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS AT THE COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT/ENGINEER. 13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK. 14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START OF ANY WORK. 15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT, VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK. 16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE -SIZE SHUT-OFF VALVES. 17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA: a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: (1)MAXIMUM FLOW RATE: 0.5 GALLONS PER MINUTE (GPM). (2)MAXIMUM OUTLET TEMPERATURE: 110 DEGREES F. 18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE -APPROVED FLOW RESTRICTORS. 19. WATER PIPING ABOVE SLAB SHALL BE TYPE "L" COPPER. HOT WATER PIPING SHALL BE INSULATED. PIPES SMALLER THAN 2" SHALL HAVE AN INSULATION THICKNESS NOT LESS THAN PIPE DIAMETER. PIPES 2" AND LARGER SHALL HAVE NOT LESS THAN 2" THICK INSULATION. 20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS ABOVE A HARD CEILING. 21. ALL HOT WATER PIPING TO BE INSULATED PER C.P.C. CHAPTER 609.11.2. 22. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES. 23 ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER SECTIONS 707.0 AND 719.0 OF THE PLUMBING CODE. 23. SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 2%. 24. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 25. FLAT VENTS (i.e. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS. 26. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. 27. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 28. THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. 29. THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE PLUMBING CODE FOR TESTING OF DRAIN, WASTE, VENT, DOMESTIC WATER AND GAS PIPING. REVIEVVED FOR CODE COMPLIANCE APPROVED APR299Z019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 242019 9 , ~� �� sj R PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp: 4/23/19 U a) a_ W LLI J J 0 Z r 1. �..� V Z a" I- LL! L 0 CZ • LLI O d E 9 O Q co E Z. O' - v J a) 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 04/22/19 Project Manager: CR Date: 4/23/19 Scale: Project Number: 1904062.2 LU J LL U ) 0 z w 0 z JN LU z 'LLJ V 1- U) N SHEET NUMBER P100 w w (N W ce 0 x 0 ce >- 0 U GENERAL NOTES: 0 20'-1 " 0 20'-0" 1 20'-0" --) 0 20'-0" 1. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZE FOR THE EXISTING COPPER AIR LINE AND CONNECT TO THE NEW PIPE. COVPRESSED AIR KEY NOTES 1. GC TO PROVIDE AND INSTALL ALL OF THE OTHER NECESSARY MATERIALS FOR A COMPLETE COMPRESSED AIR SYSTEM. 2. ROUTE 24" AIR LINE TO THE AIR COMPRESSOR. 3. ALL COPPER PIPING SHALL BE TYPE "M" RATED FOR A MINIMUM 250 PSI INTERNAL WORKING PRESSURE AND SOLDERED WITH 95-5. 1 _ VALVE TO HOSE REEL ® I C \1 b I, I �� i III III O � li — Lo " 03„ [21/2 DROP g ,- O 15 1 III ►a ° im CA I'. 6'-8" DROP TO VALV AND HOSE REEL o I�I' Le NT �,, st y 7'-9" DROP ISOLATION VALVE ' R112 a f'"ia j ^i _ �` ..Tim. CA v 1 ' ll -,6811 DROP 2-1/2"O m / m h n LIPPLYw I 10" RISE TO VALVE I II II 1 � 10" DROFp_H L i 11 `w A AND 101"DROP I ) ) R 11; T . 3 3' DROP -TO VAL-VE AND HOSE REEL 4a— Jq 0-,2l CI an1e na13 area+ 006 s dol-lout uas xoloilui ls'oH azilapcda0 ling alllo9 jj assng buysix3 4:I- „8b Ill it t 11 drIpolan+ao,jagol dnryaid awoaj dol _ 1 / I1pup shays /all / Boxes CA 2'FROMd�S� r— _1 L_ V J l \ 1 a' ..., 1 C - 2 ¢• ,cv`ran'crzryaoT Aa1+.srii--wsacU- -- s ..8 " }rh/2 Z .(f) os(0 Z,9(Z) REVIEV ED FOR r!! j` CODE COVUdPLIANCE I] ossl '73 7oa Six J 0 „5'86- 83MVd AtlBf C-1 ItYJVO + s.t �iPl�®V�® L0 1 2 I_ I� �� :::.a/fsosidr+.il�Idcoll �� 1tu — K:Ya Y•o _ uolauo,7 naa t y u� Bt- a 3 h, 1� F,RI ��' : .ss 73 z n as oai io na „lL= 13 1 a , APR 2 9 c0i9 — — — � — — — 1— (ail 95 77 13 ( I City 'nal3 „95 rl ZOOO 0 ,z _ of 1 ukwila Tukwila +' 1 I SZ?l Tag L® S _ _ I I = — — w.. _ BUILDING DIVISION u - I SOSIdH • i-I - L IIIII I I 1� — — -- — � L 1.J SOSI OM l S Ff -' _ — _ ,er J 2 — _W / @ Ph ZT; Lzi - R'ECEIVE`D i — si I \ / C9"EQ1 OI= TIIKWI�./ ((/ I L \ �I` "1 �aNTO U AIR COMPRESSOR a a13 APR 2 4 2019 li \ y o anuo) llaa auilau / _ 1 PERMIT j` 6' DROP «1 i0 BhIIOT, I,p j poaRrn�m I uu j - {I, c r CI) ( au17 alllo8 aI °1 OOO6 auJj U — �11i Rcz anim-u VARIETY PACK DRAWINGS SHOWN FOR REFERENCE. eti a 3 / 2 � REFER TO ADDITIONAL DRAWINGS FOR MORE INFORMATION NOT SHOWN HERE. ""'j ® y PLAN NORTH VARIETY PACK CONVEYOR PLAN 1 1 /8"=1 '-0" PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp: 4/23/19 Tenant Improvement For: LLI N_ LLI J —J 0 0 z rr� V Z 0- v LLJ LU >LLI�../ m J m Cr) Z (/) 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 04/22/19 Project Manager: CR Date: 4/23/19 Scale: Project Number: 1904062.2 VARIETY PACK CONVEYOR AIR PLAN Sheet Title: SHEET NUMBER Rio' 0 w ce w 1.11 4- x e ce 0 N 0 >- 0 U O KEYNOTES: CONNECT TO EXISTING GAS METER. LANDLORD TO PROVIDE GAS METER LOCATION AND SIZE IN CONNECTION WITHIN THE DEMISED PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND START OF WORK. O12' PIPE SIZE SCH 40 BS GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND SIZE FOR THE EXISTING METALLIC GAS PIPE LINE AND CONNECT TO THE NEW PIPE. 2. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS. ANY DAMAGES TO ANY EXISTING WALLS, FLOORS, FINISHES ETC. BY THIS CONTRACTOR ARE TO BE REPAIRED AT THIS CONTRACTOR'S EXPENSE. 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES, EQUIPMENT AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK. 4. PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE WITH LANDLORD'S ROOFING SUBCONTRACTOR FOR ANY ROOF PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW ROOFTOP UNITS, VENTS ETC. AT CONTRACTORS EXPENSE, TO ENSURE LANDLORD'S ROOF WARRANTY IS NOT INVALIDATED BY TENANT'S ROOF WORK. 5. PROVIDE INDUSTRY STANDARD ISOLATION VALVES GAS SUPPLY TO FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACTURER'S CATA LOG. 6. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL PLUMBING FIXTURES PRIOR TO WORK. 7. PIPE SIZES SHOWN ARE MINIMUM SIZES PER CODE REQUIREMENTS. CONTRACTOR CAN UPSIZE PER FIELD CONDITIONS AND COORDINATION WITH PROJECT ENGINEER. 8. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH ARCHITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR TO COSTING ORF WORKS O i O I II LU - I LU -U LU -U LU -U 7 a r17- 1-1/2" 0' i 5' DROP C i w 6�n i- III e0l II EfEl 7\ I� 1 LJ • u I Aos III ;6= O!V] r01 033S r „Pt, '^l3 1 --1-1/2" 0 / ania dol-loW 0-5 'na13aP1M um, 006 s•was Xoloflul „Pb 313 1 1 L iazgapcda0'4 0 a(I1o913d assng mislx3 til tt II dndoti)daoz3aiIo1 dnnold awm3 do puo siaaes lay u rrl(0) os(r o9(z) fr>(z) r x 9 P 9 Llfl iii ��r666 o anue lag au ul a D .8 nq 83/Vd A"81 f-1 90330 C _OM 73 7JS03 3S33 000I 0 .ZI SOSIdH ,ZI Enm ❑H 1081. „1 Z='na13 9S 13 33 1‘1=700000 S�ZI 0V]PI .S is I'd /3105ll �LJ Wtt s.Z =W-t (391) ,99 :13 9S :13 Z 40 oaH TO (E) GAS METER_ / MODEL`GAS METER 4G5000 ALU1INUMCASE I II SOSIdH �aa -'1, 0011 'S 91 6 Z'x VARIETY PACK DRAWINGS SHOWN FOR REFERENCE. REFER TO ADDITIONAL DRAWINGS FOR MORE INFORMATION NOT SHOWN HERE. -SOSI REVIEWED FOR CODE COMPLIANCE . APPROVED APR 2 9 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 4 2019 PLAN NORTH PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com SHASTA BEVERAGES 1227 Andover Park E. Tukwila, WA 98188 Stamp: 4/23/19 Tenant Improvement For: U z w C� CZ w w CO 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 04/22/19 Project Manager: CR Date: 4/23/19 Scale: Project Number: 1904062.2 VARIETY PACK CONVEYOR GAS PLAN Sheet Title: SHEET NUMBER w ce w tu 0 De a O 0 csi x 0, >- 0 U U VARIETY PACK CONVEYOR PLAN 1 1 /8"=11-0" P102