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HomeMy WebLinkAboutPermit PG15-0116 - WESTFIELD MALL / SUITE 712 - RESTAURANT DEMOLITION AND EXTEND PIPINGNVESTFIELD MALL SUITE 712 21SOLITHCENTER MALL PG15-0116 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: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 9202470130 Permit Number: PG15-0116 Address: 21 SOUTHCENTER MALL Issue Date: 12/31/2015 Permit Expires On: 6/28/2016 Project Name: WESTFIELD MALL - SUITE 712 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, 92013 Contact Person: Name: GRACE ROBINSON Phone: (206) 720-7001 Address: 2505 THIRD AVE, SUITE 324, SEATTLE, WA, 98121 Contractor: Name: J E M CONSTRUCTION INC Phone: (253) 843-2765 Address: 29506 8TH AVE S , ROY, WA, 98580 License No: JEMCOI*033DD Expiration Date: 5/15/2017 Lender: Name: Address: DESCRIPTION OF WORK: DEMOLITION OF AN EXISTING RESTAURANT TENANT SPACE AND EXTEND REQUIRED UTILITIES TO THE FUTURE TENANT SPACE AS REQUIRED. Valuation of Work: $6,300.00 Fees Collected: $181.36 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Center Authorized Signature: �vPermit Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Sign Prirr 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 is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, RA 98188 ' ,,ov Plumbing/Gas Permit No. —' Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 920247-0130 Site Address: 21 Southcenter Mall Suite Number: 712 Floor: 1 Tenant Name: Westfield Mall -Suite 712 Re -demise New Tenant: ❑ .....Yes ❑ ..No PROPERTY OWNER Name: Westfield Southcenter Address: 2800 Southcenter Blvd. City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Grace Robinson/Craft Architects Address: 2505 3rd Ave., Suite 324 City: Seattle State: WA Z'P: 98121 Phone: (206) 720-7001 Fax: Email: grace@craftarchitects.com Valuation of Project (contractor's bid price): $ 6,300 Scope of Work (please provide detailed information): PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Demolition of existing restaurant tenant space and preparation for future restaurant tenant space and extending required utilities to the future tenant space as required. Building Use (per Intl Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: RESTAURANT M Sewer: H:kApplicntions\Form-Applications On Line12011 Applications\Plumbing Permit Application Revised 8.9-I l.docs Revised: August 2011 Page 1 of 2 bh 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 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 PERMIT APPLICATION NOTES - 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 ark 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 as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: Grke Robinson/Craft Architects Mailing Address: 2505 3rd Ave., Suite 324 Date: 611Z S12ol S Day Telephone: (206) 720-7001 Seattle WA 98121 City State Zip H:\ApplicationsWorms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS• QUANTITY PAID PermitTRAK $6,494.19 D15-0247 Address: 141 SOUTHCENTER MALL Apn: 9202470130 $4,149.75 DEVELOPMENT $3,952.62 PERMIT FEE R000.322.100.00.00 0.00 $3,942.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $5.52 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $197.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $197.13 D15-0265 Address: 680 SOUTHCENTER MALL Apn: 9202470010 $972.29 DEVELOPMENT $926.20 PERMIT FEE R000.322.100.00.00 0.00 $921.70 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $46.09 TECHNOLOGY FEE R000.322.900.04.00 0.00 $46.09 M15-0125 Address: 21 SOUTHCENTER MALL Apn: 9202470130 $1,225.67 MECHANICAL $1,167.30 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $1,134.80 TECHNOLOGY FEE $58.37 TECHNOLOGY FEE R000.322.900.04.00 0.00 $58.37 PG15-0116 Address: 21 SOUTHCENTER MALL Apn: 9202470130 $146.48 PLUMBING $139.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $107.00 TECHNOLOGY FEE $6.98 TECHNOLOGY FEE R000.322.900.04.00 0.00 $6.98 TOTAL1 ., .19 Date Paid: Thursday, December 31, 2015 Paid By: J E M CONSTRUCTION INC Pay Method: CHECK 14391 Printed: Thursday, December 31, 2015 11:14 AM 1 of 1 11-I SYSTEMS Date Paid: Friday, September 25, 2015 Paid By: WESTFIELD Pay Method: CHECK 05000127 Printed: Friday, September 25, 2015 3:57 PM 1 of 1 RSYSiEMS t INSPECTION RECORD Retain a copy with permit IN5P SON WO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila. WA 98188 1206) y1-3670 Permit Inspection Request Line (206) 438-9350 (tea - - Pr ect: Tyne of Inspection: / r Adores;� !_ .L� Date Call d: Special Instructions: AM Date Wanted: a.m. 2 d 7-6 — Cg' p.m. Req��esj Mc Phone CNo: (Inspector: Iuate. _ 2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. City of Tukwila Department of Community Development September 30, 2015 GRACE ROBINSON 2505 THIRD AVE, SUITE 324 SEATTLE, WA 98121 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0116 WESTFIELD MALL - SUITE 712 - 21 SOUTHCENTER MALL Dear GRACE ROBINSON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. Please provide plans with all sheets wet signed and wet stamp by the design professional in charge. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley f Permit Technician File No. PG15-0116 A7nn cn„throntnr Rnvlovnrd Cuito RIM s TYAu)iln Wnchinatnn ORIRR s Ph —a W)6-a?1-3/70 • Fnr Wn6-d3I-g665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0116 DATE: 10/29/15 PROJECT NAME: WESTFIELD MALL - SUITE 712 SITE ADDRESS: 21 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division IN Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator DATE: 10/29/15 Structural Review Required ❑ DATE: DUE DATE: 11/26/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 17JIfi@013 PERMIT COORQ COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0116 DATE: 09/25/15 PROJECT NAME: WESTFIELD MALL - SUITE 712 SITE ADDRESS: 21 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter #, Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: CAS Building Division to Fire Prevention ❑ 41 Amis Public Works Structural ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Planning Division ❑ Permit Coordinator a DATE: 09/29/15 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/27/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number:PG 15-0116 ❑ Response to Incomplete Letter # Z Response to Correction Letter # 1 ❑ Revision # after Permit is Issued RVAIWO CRY OF Tt1m" ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # ��� PERMIT CENTEP Project Name: WESTFIELD MALL - SUITE 712 RE -DEMISE Project Address: 21 SOUTHCENTER MALL Contact Person: C7r�G (�;y�5�� Phone Number: 'Z D -7 z D — Summary of Revision: Sheet Number(s): - J?,O. 1 FD, Z, PD W P1, i F1,1 "Cloud" or highlight all areas of revision including date of 9rev�issi�on Received at the City of Tukwila Permit Center by: �X/04M ❑ Entered in TRAKiT on W:Wermit Center\Templates\forms\Revision Submittal Porm.doc Revised: August 2015` J E M CONSTRUCTION INC Page 1 of 2 Home i.niuo c,n lspanol Contact Safety Washington State Department of Labor & Industries J E M CONSTRUCTION INC A-G Index Help VIv Secure 1',.&1. Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 29506 8TH AVE S ROY, WA98580 Principals 253-843-2765 MILLER, JAMES E, PRESIDENT PIERCE County Doing business as J E M CONSTRUCTION INC WA UBI No. Business type 601 770 782 Corporation Governing persons JAMES E MILLER LORI K MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ....................... _........_.................................. _ Meets current requirements. License specialties GENERAL License no. JEMC01'033DD Effective — expiration 03/04/1997— 05/15/2017 Bond ................. CBIC $12,000.00 Bond account no. SA7695 Received by L&I Effective date 03/19/2002 03/01/2002 Expiration date Until Canceled Insurance ...._....................... American States Insurance Co $1,000,000.00 Policy no. 01C12205496 Received by L&I Effective date 04/20/2015 04/16/2015 Expiration date 04/16/2016 Insurance history Savin..... gs ............ No...savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 10-2-11928-6 Dismissed ....................... https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601770782&LIC=JEMCOI*033DD&SAW= 12/31/2015 1A4►1:4:7_1I PIPING SPECIALTIES GENERAL NOTES - PLUMBING ENERGY CODE NOTES DRAWING INDEX rn 3 -v N O J O w 1 Q� =o U IL LLJ tr Q U QLO o/ U)LO c� LOM 04 of N o= rQ w n- 0 �o 0 s W Z a Q ~w oQ o O w CO J JLO 0- E cl� F EXISTING MECHANICAL TO BE / REMOVED EXISTING MECHANICAL TO REMAIN NEW MECHANICAL WORK MATCHLINE OR PROPERTY LINE - - - -- -�- - - - ENLARGED PLAN BOUNDARY 1=-1 DETAIUPLAN IDENTIFIER SECTION IDENTIFIER ELEVATION IDENTIFIER REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE L1 REVISION CALLOUT FLAG NOTE CALLOUT O DEMOLITION NOTE TAG al iu-o� MECHANICAL EQUIPMENT TAG N NORTH ARROW INVERT ELEVATION OR POC ACCESS, EXCAVATION,_ AND BACKFILLING ACCESS DOOR (SPECIFIED OR AS SHOWN ON DWGS) r - - MECHANICAL ACCESS (SPECIFIED OR AS SHOWN ON DWGS) PIPING PIPE ELBOW UP OR PIPE TEE UP AND DOWN PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN PIPE RISE PIPE CAP 44 PIPE PLUG ® FLOW DIRECTION 1--- PIPE BREAK PIPE CONNECTION VALVES VALVE: GATE, BALL, BUTTERFLY (REFER TO SPECIFICATIONS) GLOBE VALVE �--- SOLENOID VALVE CHECK VALVE BALANCING VALVE PRESSURE REDUCING VALVE REDUCED PRESSURE BACKFLOW ASSEMBLY --tom SAFETY RELIEF VALVE .,F TEMPERATURE/PRESSURE RELIEF VALVE FIRE PROTECTION SYSTEM F FIRE SPRINKLER FM FIRE MAIN 13 UPRIGHT SPRINKLER HEAD DOUBLE DETECTOR CHECK VALVE/DOUBLE CHECK VALVE ASSEMBLY --11� UNION I FLANGE FLEX CONNECTOR THERMAUSEISMIC FLEXIBLE LOOP EJ THERMAL EXPANSION JOINT STRAINER STRAINER WITH BLOW OFF VALVE PIPE ANCHOR ALIGNMENT GUIDE UP't' TEMPERATURE/PRESSURE TEST PORT THERMOMETER P PRESSURE GAGE STORM DRAINAGE PIPING SYSTEM RL ORL ROOF DRAIN OVERFLOW ROOF DRAIN RAIN LEADER OVERFLOW RAIN LEADER SOIL AND WASTE WATER PIPING SYSTEM SANITARY SEWERNVASTE UNDERGROUND SANITARY SEWERNVASTE ABOVE GROUND ow GREASE WASTE ABOVE GROUND GREASE WASTE UNDERGROUND - - - - - - - - - VENT PIPING 4" VTR VENT THRU ROOF - -o (INCLUDE SIZE) o FLOOR DRAIN/FUNNEL FLOOR DRAIN FLOOR SINK o HUB DRAIN TRENCH DRAIN CO CLEANOUT WCO CLEANOUT - FREE STANDING WALL MOUNTED FCO CLEANOUT - FLUSH WITH FLOOR DOMESTIC WATER PIPING SYSTEM DOMESTIC COLD WATER - - DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION DOMESTIC HOT WATER (TEMP. XXX-) DOMESTIC HOT WATER CIRCULATION (TEMP. XXX°) TP TRAP PRIMER WATER WATER METER BASKET STRAINER HOSE BIBBNVALL HYDRANT TRAP PRIMER BOX NATURAL GAS PIPING SYSTEM LOW PRESSURE NATURAL GAS G PIPING MEDIUM PRESSURE NATURAL MPG GAS PIPING GAS COCK PRESSURE REGULATOR PRESSURE REGULATOR WITH VENT A SEISMIC GAS SHUT-OFF 1'- GAS PRESSURE REDUCING VALVE WITH VENT 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL). REFER TO ELECTRICAL, ARCHITECTURAL, STRUCTURAL DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND/OR INSTALLATION OF ALL WORK. 2. COORDINATE PLUMBING AND FIRE PROTECTION SYSTEMS ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING, INCLUDING FIRE PROTECTION SYSTEMS. 3. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION/SEISMIC JOINTS. PROVIDE EXPANSION/SEISMIC JOINTS FOR PIPING AND DUCTWORK CROSSING EXPANSION/SEISMIC JOINTS.] [DELETE NOTE IF THERE ARE NO EXPANSION/SEISMIC JOINTS ON PROJECT - COORDINATE WITH THE STRUCTURAL ENGINEER. SHOW EXPANSION/SEISMIC JOINTS FOR PIPING AND DUCTWORK ON DRAWINGS. 4. UNLESS OTHERWISE SPECIFIED, THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR PAINTING, CUTTING, AND PATCHING OF EXISTING FLOORS, WALLS, AND PARTITIONS IN THE EXISTING BUILDING. 5. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODS/LOADS FOR HANGING PIPING/DUCTS FROM STRUCTURAL MEMBERS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT, AND ENVIRONMENTAL CONDITIONS. PLUMBING EQUIPMENT INSTALLATION NOTES 1. 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. PIPING NOTES 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, TRAPS, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 2. PROVIDE AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR ADJACENT TO UNDERGROUND NONMETALLIC (PLASTIC) PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR BURIAL. PLUMBING NOTES 1. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP): PROVIDE INDIRECT DRAIN PIPING FROM RPBP TO NEAREST DRAIN. INSTALL FUNNEL AT RPBP IF REQUIRED. 2. ACCESS PANELS: PROVIDE IN NON ACCESSIBLE CEILINGS AND WALLS FOR VALVES, WATER HAMMER ARRESTERS, CLEANOUTS, AND OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING. REFER TO SPECIFICATIONS. 3. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY DRAINAGE, PROCESS WASTE, AND RAINLEADER CONDUCTORS. 1. PIPING INSULATION: COMPLY WITH THICKNESSES AND TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 2. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 3. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 4. SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS: TEST SYSTEMS TO ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED, INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY, AND CAN BE MAINTAINED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN ORDER TO SATISFY THE BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL REQUIREMENTS PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. REFER TO SPECIFICATIONS FOR ADDITIONAL COMMISSIONING REQUIREMENTS 5. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. NON-STRUCTURAL MECHANICAL COMPONENT NOTES 1. THE COMPONENT IMPORTANCE FACTOR (Ip) FOR ALL NON-STRUCTURAL COMPONENTS SHALL BE: Ip = 1.0 2. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2012 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO REFER TO SPECIFICATION SECTION 230550. 3. 2012 IBC, 1613.1, SCOPE: ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 4. 2012 IBC, 1704.4, CONTRACTOR RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 4. DIVISION 21, 22, 23 RESPONSIBILITIES: A. HANGERS AND SEISMIC BRACING FOR MECHANICAL SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY DIVISION 21, 22, 23. DIVISION21, 22, 23 SHALL REFER TO THE MECHANICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO NOT SHOW THE LOCATIONS OF MECHANICAL EQUIPMENT, DUCTWORK, PIPING, AND OTHER COMPONENTS. B. DIVISION21, 22, 23 SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG PIPING AND OTHER MECHANICAL SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS) WITH THE GENERAL CONTRACTOR AND THE STEEL AND WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER TRADES THAT MAY BE IMPACTED. P0.1 PLUMBING LEGEND AND GENERAL NOTES P0.2 PLUMBING EQUIPMENT SCHEDULES PD1.1 PLUMBING DEMOLITION FLOOR PLAN P1.1 PLUMBING PLANS AND DETAILS F1.1 FIRE PROTECTION PLANS AND DETAILS REVISIONS + �' No chances shaiir nd! ,% to the scope ' of wolrk with>n-, f PriLr Gnproval of NOTE: t:-iil requir + �'1 r: '--n tand may insluoeadtd�'�ic-nal �PISCIP1, is SOUTHCENTER 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com W z a) W W11 co 00 0 F_ =) a 91MOM Go W C CU. r % 03 cm REV0NJED FOR CODE COMPLIANC argis Engineers, Inc. APPROVED1201 T ird Avenue, Suite 600 NOV 0 6 2015 Seattle, WA 98101 N � t 1206.448.3376 f 1206.448.4450 City of Tukwila w I hargis.biz BUILDING DIVISION I Permit No. ��1� • 0<<__�__ Plan review appruvai is subject to errors and urrZ -sons. Approval r•f t.-Onstruction documents does not au:.i',orize the violation of any adopted code or ordinavice. Rece;+; of approved Field Conv and conditions is acknowledged: 8 - Date: City of Tukwila BUILDING DIVISION r� "'T ewnical ❑ Plumbing YGas Piping C Of Tug ila iI � ati i. t 3.ECE1.VEL_ D CITY OF TU'K-WILA OCT 2 6 2015 PERMIT CENTER 35235 , LGJ S TER Sheet Title: PLUMBING LEGEND AND GENERAL NOTES Date: 09 j24 f 2015 Design: MRD Drawn: AO Project No: 15-145 Approved: BAH ABBREVIATIONS Q DIAMETER, PHASE F FAHRENHEIT, FIRE MAIN PIPING FCO FLOOR CLEANOUT A AIR, AMPS FD FIRE DAMPER, FLOOR DRAIN, DRY SPRINKLER ROUTING ABV ABOVE FDC FIRE DEPARTMENT CONNECTION AC AIR CONDITIONER FFD FUNNEL FLOOR DRAIN ACU AIR CONDITIONING UNIT FLA FULL LOAD AMPS AD ACCESS DOOR FLEX FLEXIBLE ADA AMERICANS WITH DISABILITIES ACT FLR FLOOR AFF ABOVE FINISHED FLOOR FLTR FILTER AFUE ANNUAL FUEL UTILIZATION EFFICIENCY FPM FEET PER MINUTE AHJ AUTHORITY HAVING JURISDICTION FPS FEET PER SECOND AHU AIR HANDLING UNIT FPVC APPROVED PVC FIRE SPRINKLER ROUTING AL ACOUSTIC LINED (DUCT) FS FLOOR SINK AMB AMBIENT F/S FIRE/SMOKE DAMPER AP ACCESS PANEL FT FEET, FIN TUBE APD AIR PRESSURE DROP FTU FIN TUBE UNIT ARCH ARCHITECT FV FACE VELOCITY AMERICAN SOCIETY OF HEATING, REFRIGERATION AND ASHRAE AIR-CONDITIONING ENGINEERS, INC. G GAS ASSY ASSEMBLY GA GAGE ATM ATMOSPHERE GAL GALLONS GALV GALVANIZED BDD BACK DRAFT DAMPER GC GAS COCK, GENERAL CONTRACTOR BF BELOW FLOOR GPF GALLONS PER FLUSH BHP BRAKE HORSE POWER GPH GALLONS PER HOUR BLW BELOW GPM GALLONS PER MINUTE BOD BOTTOM OF DUCT GPRV GAS PRESSURE REGULATING VALVE BOP BOTTOM OF PIPE GRD GRILLES, REGISTERS, AND DIFFUSERS BOT BOTTOM GV GATE VALVE, GLOBE VALVE BTUH BRITISH THERMAL UNIT PER HOUR GW GREASE WASTE PIPING BV BALL VALVE GWB GYPSUM WALLBOARD C CONDENSATE PIPING H HUMIDISTAT, HEIGHT CAP CAPACITY HB HOSE BIBB CC COOLING COIL HD HEAD, HUB DRAIN CD CEILING DIFFUSER, CONDENSATE DRAIN HORIZ HORIZONTAL CFG CEILING FIRE DAMPER HP HORSEPOWER, HEAT PUMP CFM CUBIC FEET PER MINUTE HTG HEATING CKV CHECK VALVE HVAC HEATING, VENTILATING, AND AIR CONDITIONING CLG CEILING, COOLING HW HOT WATER PIPING CO CLEANOUT, CO SENSOR HWC HOT WATER CIRCULATING PIPING COMB COMBUSTION, COMBINATION HX HEAT EXCHANGER COND CONDENSER, CONDENSATE HZ HERTZ CONN CONNECTOR CONT CONTINUE, CONTROL IAQ INDOOR AIR QUALITY COP COEFFICIENT OF PERFORMANCE ID INDIRECT DRAIN COTG CLEANOUT TO GRADE IE INVERT ELEVATION CV CONSTANT VOLUME IN. INCH CW COLD WATER PIPING IN. WG INCHES WATER COLUMN IRR IRRIGATION PIPING D DRAIN IW INDIRECT WASTE PIPING DB DRY BULB (TEMPERATURE) dB DECIBEL kW KILOWATT DCVA DOUBLE CHECK VALVE ASSEMBLY DDCV DOUBLE DETECTOR CHECK VALVE L LENGTH DEG DEGREE LBS POUND DFU DRAINAGE FIXTURE UNIT LRA LOCKED ROTOR AMPS DI DUCTILE IRON LVR LOUVER DIA DIAMETER DIM DIMENSION MA MEDICAL AIR DISC LOCATION OF STARTER, DISCONNECT AND CONTROLS MAT MIXED AIR TEMPERATURE DISCH DISCHARGE MAX MAXIMUM DN DOWN MBH THOUSAND BTU PER HOUR DPV DIFFERENTIAL PRESSURE VALVE MC MECHANICAL CONTRACTOR DWGS DRAWINGS MCA MINIMUM CIRCUIT AMPACITY DV DRAIN VALVE MECH MECHANICAL DWB DOMESTIC WATER BOOSTER MERV MINIMUM EFFICIENCY REPORTING VALUE MIN MINIMUM (E) EXISTING MOCP MAXIMUM OVERCURRENT PROTECTION o EA EXHAUST AIR 0 o MPG MEDIUM PRESSURE GAS EAT ENTERING AIR TEMPERATURE Q 0 o EER ENERGY EFFICIENCY RATIO --------------- -------------.______._ g NA NOT APPLICABLE n EF EXHAUST FAN U NC NORMALLY CLOSED, NOISE CRITERIA EFF EFFICIENCY _ ---------------------._ _-----------____-------------____- _____ _ __ ____.. _.__ _ _-- Z NIC NOT IN CONTRACT EL ELEVATION Q NO NORMALLY OPEN ELEC ELECTRIC -- ---NUMBER - - ---- --- --------____.--_-----____- Q NO. 1O LO EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM CB / NTS NOT TO SCALE LOm EQUIV EQUIVALENT - --------- -- ---- - - -- — - --- - - --- _--- -- - - ---- - - - �3 N / ESP EXTERNAL STATIC PRESSURE • OA OUTDOOR AIR N ET EXPANSION TANK — - ----- - --- ------------ ------ -- --- - - -- --- o OC ON CENTER EVAP EVAPORATOR, EVAPORATIVE 9 OD OUTSIDE DIMENSION OR DIAMETER g EWC M :2 a 0. ORD OVERFLOW ROOF DRAIN � Z ¢ EWT ENTERING WATER TEMP w E ORL OVERFLOW RAIN LEADER oUj 501 EXH EXHAUST - -- --- - - -- - --- - - ---------- ---- - -- - -- ---- _- -- OSA OUTDOOR SUPPLY AIR Q EXT EXTERIOR, EXTERNAL p Uj � OSD OVER -FLOW STORM DRAIN a_ U_ P PRESSURE, PLUMBING FIXTURE PD PRESSURE DROP PH PHASE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSIG POUNDS PER SQUARE INCH GAGE QTY QUANTITY RA RETURN AIR, RELIEF AIR RD ROOF DRAIN REF REFERENCE, RETURN/EXHAUST FAN RF RELIEF FAN RG RETURN GRILLE RH ROOF HOOD RI&C ROUGH IN AND CONNECT RL RAIN LEADER RLA RATED LOAD AMPS RO REVERSE OSMOSIS RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT RV SAFETY RELIEF VALVE S SENSOR SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE SCFM STANDARD CUBIC FEET PER MINUTE SCH SCHEDULE SD STORM DRAIN PIPING SENS SENSIBLE SF SUPPLY FAN, SQUARE FOOT SG SUPPLY GRILLE SIM SIMILAR SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. SO SCREENED OPENING SOV SHUTOFF VALVE SP STATIC PRESSURE SPKR SPRINKLER SPS STATIC PRESSURE STATION SS STAINLESS STEEL, SANITARY SEWER S. TK STORAGE TANK TD TRENCH DRAIN, TEMPERATURE DIFFERENCE TEMP TEMPERATURE TOD TOP OF DUCT TOP TOP OF PIPE TOS TOP OF STEEL TOF TOP OF FOOTING TRAP STEAM TRAP TSP TOTAL STATIC PRESSURE T'STAT THERMOSTAT TU TERMINAL UNIT TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE V VENT PIPING VA VALVE VAV VARIABLE AIR VOLUME VCD VOLUME CONTROL DEVICE VD VOLUME DAMPER VEL VELOCITY VENT VENTILATION, VENTILATOR VFD VARIABLE FREQUENCY DRIVE VOLT VOLTAGE VTR VENT THRU ROOF W WASTE W/ WITH WB WET BULB (TEMPERATURE) WC WATER CLOSET, WATER COLUMN WCO WALL CLEANOUT WG WATER GAGE WH WALL HYDRANT WHA WATER HAMMER ARRESTOR WM WATER METER WSEC WASHINGTON STATE ENERGY CODE WSFU WATER SUPPLY FIXTURE UNIT WT WEIGHT ADJACENT TENANT SPACE SCALE: NONE SECURE RIM FLUSH — WITH FINISHED FLOOR STRUCTURE ABOVE (E)4" DOMESTIC WATER SERVICE 1-1/2- DOMESTIC WATER SERVICE ----\ PRESSURE GAUGE WATER SUBMETER SHUT—OFF VALVE (.� CAP FINISHED FLOOR ADJUSTABLE HOUSING "NO —HUB" CLAMP ASSEMBLY (CCArPS, IRON; FUSED JOINT (PVC) EIGHTH BEND (( PIPE EXTENSION CAP _ I _j Ir j I A FLOW WYE FITTING:7 SANITARY/STORM PIPING GENERAL NOTE: 1. THE MINIMUM SIZE OF THE CLEANOUT IS 4". INTERIOR CLEANOUT SCALE: NONE STAINLESS STEEL ADJUSTABLE CLAMPS ROOF MATERIAL SEAL WITH MASTIC CONTINUOUSLY ALL AROUND VENT THROUGH ROOF SCALE: NONE PIPE 12" MIN. STEPPED POLYVINYL CHLORIDE BOOT SPUN ALUMINUM BASE __-AROOF TENANT SPACE PIPING SYSTEMS INSULATION SCHEDULE TYPE OF PIPE INSTALLATION LOCATION INSULATION TYPE PIPE SIZE (INCHES) INSULATION THICKNESS (INCHES) NOTES COLD PLUMBING PIPING INSIDE BUILDING ENVELOPE FIBERGLASS ALL SIZES 1" THICK 1 HOT PLUMBING PIPING INSIDE BUILDING ENVELOPE FIBERGLASS 1-1/4 INCH AND SMALLER 1" THICK 1-1/2 INCH AND LARGER 1-1/2" THICK 1 NOTES: 1. INCLUDE POLYETHYLENE TUBING. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2015 City of Tukwila BUILDING DIVISION RECE;VE_D CITY OF TU '. ILA OCT 2 9 2015 PERMIT CENTER -A . ? dUrl SOUTHCENTER W z co W .;• qr� 0 W 016d CC U. II 0 Cj Uj .♦_�'ik c11 G I S Hargis Engineers, Inc. 1201 Third Avenue, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz "' x, 35235 < m "r Z I 1XIIII Lei: 7' Sheet Title: PLUMBING ABBREVIATIONS, SCHEDULES, & DETAILS Date: 09 f 24 j2015 Design: MRD Drawn: AO Project No: 15-145 Approved: BAH Building No: OEM, A111h, Amok Sheet No: COPYRIGHT CRAFT ARCHITECTS 2015 p 3 Q� U �j p I U Ld(0 �LO Q O 00 0m TO 0 N / wIL .� �Z a W¢ �w o:2 co o wCL N 2 PLU RING DEMOLITION PLAN PD1.1 SCALE: 1/8" = 1'-0" SHEET NOTES: -- -- ----------------- --------- \i 1. SEE SHEET PO.1 FOR ADDITIONAL GENERAL INFORMATION �'nP - AND NOTES.`h6lSOUTHCENTER 2. INFORMATION SHOWN IS FROM AS -BUILT DRAWINGS AND SOME FIELD INVESTIGATION, EXACT LOCATIONS AND ROUTING SHALL BE FIELD VERIFIED. 3. WORK SHOWN SHALL BE COORDINATED WITH ARCHITECTURAL PLANS. 4. DEMOLITION DRAWINGS ARE INTENDED TO GIVE A GENERAL REPRESENTATION OF THE DEMOLITION WORK INVOLVED AND DO NOT CONSTITUTE A COMPLETE LISTING OF ITEMS CP REQUIRING REMOVAL. r C h I t - CS -� 5. EXISTING DUCTS, EQUIPMENT, PIPING, AIR DEVICES, PLUMBING FIXTURES SHOWN REPRESENT MAJOR MECHANICAL 2505 Third Avenue Suite 324 ITEMS TO BE REMOVED. SEE GENERAL NOTES AND DRAWING Seattle, WA 98121 NOTES. 6. REVIEW SITE CONDITIONS AND INCLUDE REQUIRED 206.720.7001 phone DEMOLITION WORK. 206.720.2949 fax 7. INCLUDE COST FOR DEMOLITION AND DISPOSAL IN BID. www.craftarchitects.com REMOVE EXISTING ITEMS THAT ARE NOT REUSED. 8. REFER TO ARCHITECTURAL DRAWINGS TO DETERMINE WHERE CEILING/WALL AND ROOF WORK IS BEING PERFORMED. 9. SOME EXISTING CONDITIONS ARE CONCEALED OR UNKNOWN. z VERIFY CONDITIONS PRIOR TO DEMOLITION. W z _.� -- ----- ---------- - --- `% 1 10. WHERE EXISTING PLUMBING FIXTURES ARE REMOVED, CAP W 1. % CW, HW, VENT & WASTE PIPING AT A CONCEALED LOCATION. 11. WHERE FLOOR DRAINS ARE REMOVED, LOCATE AND REMOVE W TRAP PRIMER THAT SERVED THE DRAIN AND CAP CW PIPING. Q co r 12. PROVIDE TEMPORARY CAR -OFF OF EXISTING SYSTEMS TO0 F0 ALLOW CONTINUED USE OF SYSTEMS UNTIL THE FINAL I (3) SYSTEM COMPONENTS ARE INSTALLED AND CONNECTED. UL U13. REMOVE REFRIGERANTS; CHEMICAL, OILS AND SIMILAR ITEMS owymm O THAT ARE INSTALLED ALONG WITH DEMOLISHED MECHANICAL U. Q W ITEMS. ASSUME THAT EQUIPMENT IS FULLY CHARGED AND U. DISPOSE OF OFF SITE IN ACCORDANCE WITH APPLICABLE ' CODES. 14. DEMOLISH ALL EXISTING CONTROLS, INCLUDING PNEUMATIC 0 -ft TUBING AND CONDUIT AND WIRING. 45 ® 0 F_ IM: (� O .j rnV4020 DEMOLITION FLAG (VOTES: < O DEMOLISH (E) W, GW, VENT PIPE & FLOOR DRAINS. - - 1 O DEMOLISH (E) CW, HW, HWC PIPE & HANGERS. C*NRLTMT y.; a REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2015 City of TukvJila BUILDING DIVISION R E CE`;'ED CITY OF TUKWILA OCT 2 0 2015 PERMIT CENTER G I S Hargis Engineers, Inc. 1201 Third Avenue, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz A Y1ak 35235 , Sheet Title: PLUMBING 11127[11111rol 1.� Date: 09 f 24 j2015 Design: MRD Drawn: AO Project No: 15-145 Approved: BAH Building No: Sheet No: Pulml COPYRIGHT CRAFT ARCHITECTS 2015 03 W -0 U L / 0 w U U) / �ro L0 Q r o/ U-)LO �i Ln m o0 N O wEL :o Z W Q !W oQ �Z Ow J J C� i 1\ a o= to 0 IN UNDERFLOOR PLUMBING PLAN P1.1 SCALE: 1/8" = 1'-0" N 2 PLUMBING PLAN P1.1 SCALE: 1/8" = 1'-0" SHEET NOTES: 1. SEE SHEET M0.1 FOR ADDITIONAL GENERAL NOTES REGARDING PLUMBING. 2. SEE TYPICAL PLUMBING DETAILS ON M0.2. 3. INVERT ELEVATIONS SHOWN ARE FOR REFERENCE ONLY. COORDINATE AND CONFIRM LOCATIONS WITH GENERAL CONTRACTOR. 4. SLOPE WASTE PIPING AT A MINIMUM 1/4" PER FOOT UNO. 5. SEE STRUCTURAL FOUNDATION DRAWINGS FOR ADDITIONAL INFORMATION REGARDING CONSTRUCTION. 6. DOUBLE TAP WASTE FITTINGS ARE NOT ALLOWED, PROVIDE OFFSET TAPS. 7. EXISTING INFORMATION SHOWN IS FROM EXISTING DRAWINGS, EXACT LOCATIONS AND ROUTING SHALL BE FIELD VERIFIED. 8. PIPING LOCATED IN EXTERIOR WALLS SHALL BE ROUTED ON THE WARM SIDE OF THE INSULATION. FLAG NOTES: ROUTE 1-1/2" CW LINE TO CONNECTION TO (E)4" MAIN CW LINE IN ADJACENT TENANT SPACE. APPROXIMATELY 150'. PROVIDE LINE SIZE SHUTOFFS AND METER. REFER TO DETAIL 1 /PO.2. POINT OF CONNECTION TO (E)WASTE SERVICE. FIELD VERIFY INVERT ELEVATION AND SIZE. WASTE UP TO 4" CLEANOUT. REFER TO DETAIL 2/PO.2. 4" VENT UP THROUGH ROOF. REFER TO DETAIL 3/PO.2. REVIEWED FOR CODE COMPLIANCE APPROVED jNOV O 6 2.015 City of Tukwila BUILDING DIVISION RE^EI'�`I� CITY 0 F TUK' %A`ILA OCT 2 6 2015 PERMIT CENTER u '= � aw SOUTHCENTER CR arc#Vr hitects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com A R G I S Hargis Engineers, Inc. 1201 Third Avenue, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz h M235 , �iEwll 'O-NAL � Sheet Title: PLUMBING PLANS Date: 09 f 2412O15 Design: MRD Drawn: AO Project No: 15-145 Approved: BAH Building No: Sheet No: ri COPYRIGHT CRAFT ARCHITECTS 2015 i ------------------------- - x; --------------------------------------------------- ------------------------ --------------------------------------------------------------------------------------------------- ---------------------- ---=- -�-'- - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------------- - 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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I f N 1 FIRE PROTECTION PLAN F1.1 SCALE: 1/8" =1--0" o0) Q-0 U LL- 0 U (W / a 'n rn/ d- LO 6� �m o-3 N N r o= w� �o �Z wQ QLLI o� �Z OJ CLLL. SHEET NOTES: 1. SEE SHEET P0.1 FOR ADDITIONAL GENERAL NOTES RELATED TO FIRE PROTECTION. 2. PIPE ROUTING PATHWAYS SHOWN FOR PLANNING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE TO COORDINATE PIPE ROUTING AND PATHWAYS WITH OTHER TRADES AS REQUIRED IN SPECIFICATION SECTION 211000. 3. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. HVAC WORK & EQUIPMENT CLEARANCES SHALL TAKE PRECEDENCE. SPRINKLER PIPING INSTALLED WITHOUT PROPER COORDINATION SHALL BE SUBJECT TO REMOVAL AND REINSTALLATION AT NO COST. � �0 � � �OUTHCENTEi 4. FIRE SPRINKLER SYSTEM SHALL BE A "WET SYSTEM" THROUGHOUT THE BLDG. PROVIDE SPRINKLER PROTECTION FOR ALL AREAS OF 2505 Third Avenue THE BLDG, EXCEEDING NFPA 13 REQUIREMENTS, TO PROVIDE Suite 324 SPRINKLER COVERAGE PROTECTION OF VOID SPACES, CEILING Seattle, WA 98121 SPACES, ATTIC SPACES, ETC. 206.720.7001 phone 5. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT COMPLETE DESIGN 206.720.2949 fax SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO www.craftarchitects.com SUBMITTING TO CITY OF TUKWILA. VERIFY AND OBTAIN APPROVAL OF LOCATIONS OF SPRINKLER SYSTEM DRAIN LOCATIONS WITH ARCHITECT DURING PRODUCTION OF SHOP DRAWINGS AND PRIOR TO INSTALLATION. 6. FIRE SPRINKLER SYSTEM IS BIDDER DESIGN. ROUTING OF CONCEALED PIPING SHOWN ON THESE PLANS IS FOR REFERENCE z ONLY. CONTRACTOR SHALL COORDINATE ROUTING WITH OTHER TRADES TO PROVIDE FULLY COMPLIANT SYSTEM. W a) z 7. SPRINKLER SYSTEM SHALL COMPLY WITH REQUIREMENTS OF CITY OF TUKWILA, NFPA 13, AND CONTRACT DOCUMENTS. W J W co 00 LEGEND9� Go ---------- WET SYSTEM COVERAGE AREA ( Uj ------- _ - EXPOSED SPRINKLER PIPING & HEADS IN 0 LL!E - -_______-- OCCUPIED SPACES © — W � U. cr z J 3 O O 0 ® Cf) a: 04 ® o Uj FLAG 'NOTES: J 1� REVISE SPRINKLERS & PIPING IN THIS AREA AS REQUIRED FOR ASSOCIATED WORK. CX)NSMTMT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 6 2015 City of Tukwila BUILDING DIVISION I';ECEiVE-D CITY OF TU"K ILA OCT 2 6 2015 PERMIT CENTER Hargis Engineers, Inc. 1201 Third Avenue, Suite 600 Seattle, WA 98101 t 1206.448.3376 f 1206.448.4450 w I hargis.biz � Pam•. �0. •Pn 35235 t Sheet Title: FIRE PROTECTION Date: 09 j24 f 2015 Design: MRD Drawn: AO Project No: 15_145 Approved: BAH Building No: Sheet No: � 1. 1 COPYRIGHT CRAFT ARCHITECTS 2015