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HomeMy WebLinkAboutPermit PG15-0094 - LOLLI & POPS - WATER HEATER, SINKS AND PIPING251 SOUTHCENTER MALL PG15-0094 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.gov PLUMBING/GAS PIPING PERMIT Parcel No: 9202470010 Address: 251 SOUTHCENTER MALL Project Name: LOLLI & POPS Permit Number: PG15-0094 Issue Date: 10/29/2015 Permit Expires On: 4/26/2016 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, CA, 92013 Contact Person: Name: MARY RYAN Phone: (949) 582-3373 Address: PO BOX 3749, MISSION VIEJO, CA, 92690 Contractor: Name: BURK MECHANICAL LLC Phone: (360) 340-7268 Address: 7583 CLOVER VALLEY RD SE, PORT ORCHARD, WA, 98367 License No: BURKMML886D2 Expiration Date: 3/22/2016 Lender: Name: Address: DESCRIPTION OF WORK: PROVIDE NEW 3 COMPARTMENT SINK, WATER HEATER, 2 HANDWASH SINKS, MOP SINK. PROVIDE NEW WATER SUPPLY, WASTE AND VENT PIPING AS REQUIRED. CONNECT TO EXISTING WATER AND WASTE LINES. Valuation of Work: $15,000.00 Fees Collected: $284.71 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 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signatu 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. Signature: Print Name:_ Date: V J� �C S 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 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: For backflow inspection please call Public Works Department at (206) 433-0179. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING v_ CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hqp://www.TukwilaWA.gov SITE LOCATION Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: ?i For o ice 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" King Co Assessor's Tax No.: Site Address: 2800 Southcenter Malll, Tuwila, WA 98188 Suite Number: 652 Floor: 1 Tenant Name: Lolli & Pops New Tenant: m .....Yes ❑..No PROPERTY OWNER Name: Westfield LLC Address: 11601 Wilshire Blvd City: Los Angeles State: CA Zip: 90025 CONTACT PERSON — person receiving all project communication Name: Mary Ryan Address: P.O. Box 3749 City: Mission Viejo State: CA Zip: 92690 Phone: (949) 582-3735 Fax: (949) 768-8436 Email: mary@permitresources.com Valuation of Project (contractor's bid price): $ 15,000 Scope of Work (please provide detailed information): PLUMBING CONTRACTOR INFORMATION Company Name: NA -Project has not bid/been awarded Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Provide new 3-compartment sink, water beater, 2 hand wash sinks, mop sink. Provide new water supply, waste and vent piping as required. Connect to existing water and waste lines. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Mercantile Mercantile Sewer: H:lApplicmions\Fomis-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.dom Revised: August 2011 bb Pagel of 2 Indicate qr. of plumbing fixtures and/oi ,as piping outlets being installed and the quantity —elow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 4 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than5 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 1 Repair or alteration of 1 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 protection s 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 ease interceptors Repair or alteration of 1 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 1 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 as 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 THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: °v • 1� .y s Print Name: 11A fkt.S Day Telephone: 1 l ` 01 • GIB Sc) Mailing Address: b•o . R oY 3*ky°� N�• SS •eto V 0 C11A, b City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTiumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $235.83 PG15-0094 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $235.83 PLUMBING $224.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $192.10 TECHNOLOGY FEE $11.23 TECHNOLOGY FEE TOTAL1 R6536 R000.322.900.04.00 0.00 $11.23 $235.83 Date Paid: Thursday, October 29, 2015 Paid By: TAMMY BURK Pay Method: CREDIT CARD 018256 Printed: Thursday, October 29, 2015 12:26 PM 1 of 1 /I L��SY57EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,052.25 D15-0207 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $1,258.79 DEVELOPMENT $1,258.79 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,258.79 EL15-0702 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $657.09 ELECTRICAL $625.80 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $625.80 TECHNOLOGY FEE $31.29 TECHNOLOGY FEE R000.322.900.04.00 0.00 $31.29 M15-0104 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $87.49 MECHANICAL $87.49 PLAN CHECK FEE R000.322.102.00.00 0.00 $87.49 PG15-0094 Address: 251 SOUTHCENTER MALL Apn: 9202470010 $48.88 PLUMBING $48.88 PLAN CHECK FEE TOTALPAID BY RECEIPT:1 R000.322.103.00.00 0.00 $48.88 Date Paid: Thursday, August 13, 2015 Paid By: PERMIT RESOURCES Pay Method: CHECK 23065 Printed: Thursday, August 13, 2015 12:21 PM 1 of 1 CN? SY57EM5 vC INSPECTION RECORD Retain a copy with permit INSP TION N0. 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: ���1� Type of Inspection: Address: Oct � Date Called: Special Instructions: Date Wanted: a. . Requester: Phone No: 91-Kp'proved,per applicable codes. El Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN INSP Retain INSPECTION NO. CTION RECORD a copy with permit�� 1 PERMIT NO.� CITY OF TUIKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project; GL �c j 9= Type of Ingction D'�C7 u l ff Addres : Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORDIr64��" etain a copy with permit _I IW&KCTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Insp gn: e Addr jV %�� a Called: >l � Special Instructions: Date Wanted: a.,. . /A Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RE Retain a copy with INSP CTION NO. 'ORD permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pro',t: % 10 Type of Inspection: vp 6C Address: �,J eexJle � /r'' Called: y �l Special Instructions: /�/ P'-1 Date Wanted: a.m. l .m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. u 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 Project; Zi', O Type of In ection /Y Address: ������ 2 g ate Called: Specia Instructions: Date Wanted: a. .m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. I' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ve-, INSPECTION RECORD p6�� ��� Retain a copy with permit INSP �CTION 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 Pr joect: � Type of Inspectio � t;,� fo rl Address: 7-5- r Vic - . q(( Date Called: Special Instructions: Date anted: f a.m. 7 0 — p.m. Requester: Phone No: pproved per applicable codes. L, Corrections required prior to approval. COMMENTS: Inspector: Date: / J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 25, 2015 MARY RYAN PO BOX 3749 MISSION VIEJO, CA 92690 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0094 LOLLI & POPS - 251 SOUTHCENTER MALL Dear MARY RYAN, 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: PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. On plumbing plan sheet PLO — provide a diagram of the Backflow Device installation and specify size, make and model number. 2. Submit a cut sheet for the Backflow Device and circle the device to be installed. Verify that backflow device is an approved Washington State Department of Health Backflow Prevention Assembly as listed on the Washington State approved list. 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 messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, F&Mvvpll� Rachelle Ripley Permit Technician File No. PG15-0094 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0094 DATE: 09/11/15 PROJECT NAME: LOLLI & POPS SITE ADDRESS: 251 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ �jeu lic Works ' Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/15/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/13/15 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: 12/19/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0094 DATE: 08/18/15 PROJECT NAME: LOLLI & POPS SITE ADDRESS: 251 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued Pr& oval Building Division ® Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/20/15 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/17/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: U Departments issued corrections: Bldg ElFire El Ping ElPVV_ _ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 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: 09/08/2015 Plan ChecldPermit Number: PG 15-0094 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: LOW & POPS Project Address: 251 SOUTHCENTER MALL Contact Person: Trevor Huffaker Phone Number: 402-291-1444 Summary of Revision: 1.Added sheet P1.1 due to change in drawing sheet size. 2.Added backflow preventer in riser diagram on P1.1. 3.Added backflow preventer size, make and model information under Plumbing Fixture Descriptions on P1.1. 4.Included in submittal is cut sheet of Washington State approved backflow prevention assembly. Sheet Number(s): P1.0, P1.1 "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: Entered in TRAKiT on -( RECFIVEU CITY OF TUKWIL A SEP 1 12015 PERMIT CENTER H:t395-009 LP -South Center WA\Data\Plbg\PGl5.0094 Responses to Building Review Notes.doc Revised: August 2015 BURK MECHANICAL LLC Page 1 of 2 Home Inicio en Iispanol Contact. Safety (0 Washington State Department of Labor & Industries BURK MECHANICAL LLC Owner or tradesperson Principals BURK, TAMMY YVONNE, PARTNER/MEMBER BURK, JONATHAN DAVID, PARTNER/MEMBER Doing business as BURK MECHANICAL LLC Search L&I � A-7.Index Help mty Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 7583 CLOVER VLY RD SE PORT ORCHARD, WA98367 360-340-7268 KITSAP County WA UBI No. Business type 603 191 910 Limited Liability Company Governing persons JONATHAN BURK TAMMY YVONNE BURK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................................... Meets current requirements. License specialties PLUMBING License no. BURKMML886D2 Effective — expiration 03/22/2012— 03/22/2016 Bond ................. Great American Ins Co of NY $6,000.00 Bond account no. 7902865511473 Received by L&I Effective date 03/22/2012 03121 /2012 Expiration date Until Canceled Insurance Country Mutual Ins Co $2,000,000.00 Policy no. AM9121369 Received by L&I Effective date 05/13/2015 03/19/2015 Expiration date 0311912018 Insurance history Savings ..................... No savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603191910&LIC=BURKMML886D2&SAW= 10/29/2015 i PROVIDE SERVICEABILITY: PLUMBING PRE -BID INSTRUCTIONS: j 1. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND CAREFULLY EXAMINE THE EXISTING CONDITIONS. CONTRACTOR SHALL NOT BE 1. PROVIDE CEILING ACCESS PANELS TO ENABLE ACCESS TO EQUIPMENT REQUIRING SERVICE OR OPERATION. COORDINATE 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH GENERAL MECHANICAL ALLOWED EXTRA COST DUE TO FAILURE TO VISIT SITE OR TO INQUIRE WITH OWNER AND DESIGN PROFESSIONALS AS TO LOCATION OF ACCESS PANELS AND DOORS FOR ITEMS THAT ARE BEHIND FINISHED SURFACES OR OTHERWISE CONCEALED. NON -ASBESTOS ROPE AND FILL WITH EXPANDO NON -SHRINKING CEMENT. CLARIFICATIONS OF DISCREPANCIES AND UNKNOWNS. 2. PROVIDE SERVICE CLEARANCES AROUND EQUIPMENT AS RECOMMENDED BY EQUIPMENT MANUFACTURER. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE (�� FLAG NOTE 2. CONTRACTOR SHALL REVIEW ENTIRE SET OF DRAWINGS AND SPECIFICATIONS TO DETERMINE THE SCOPE OF WORK. CONTRACTOR PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. SHALL BE RESPONSIBLE FOR INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL AND ELECTRICAL ADDRESS PENETRATIONS: DRAWINGS. EXTRA COST SHALL NOT BE ALLOWED DUE TO FAILURE TO REVIEW ENTIRE SET OF DRAWINGS AND SPECIFICATIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, I 1. IN FIRE RATED BARRIERS, PROVIDE FIRE STOPPING ASSEMBLIES LISTED BY A RECOGNIZED INDEPENDENT TESTING COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION FIELD DISCONNECTION 3. DATA PRESENTED ON THE DRAWINGS ARE AS ACCURATE AS PRELIMINARY SURVEYS AND PLANNING CAN DETERMINE, BUT ACCURACY LABORATORY AND MATCHED TO FIELD CONDITIONS. MAINTAIN FIRE RATING OF SURFACE PENETRATED. PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM IS NOT GUARANTEED AND FIELD VERIFICATION OF ALL DIMENSIONS IS DIRECTED. SPECIFICATIONS, DISTANCES jAND LEVELS WILL BE TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC GOVERNED BY ACTUAL FIELD CONDITIONS. REVIEW ARCHITECTURAL AND ELECTRICAL PLANS AND ADJUST WORK TO CONFORM TO CONTROL QUALITY: BRACING WHERE REQUIRED BY CODES. FIELD CONNECTION ALL CONDITIONS SHOWN THEREON. ACTUAL QUANTITY AND LOCATION OF DEVICES MAY VARY BASED ON CONDITIONS ENCOUNTERED DURING ORIGINAL CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REMOVING OR REUSING EXISTING DEVICES. UNUSED 1. RECORD ALL DRAWING MODIFICATIONS AND SPECIFICATION MODIFICATIONS IN ADDENDUM(S) ON THE APPROPRIATE 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF EQUIPMENT MARK NUMBER EXISTING DEVICES, ASSOCIATED WIRING, CONDUIT AND FITTINGS SHALL BE REMOVED. DRAWING(S) AND IN THE APPROPRIATE SPECIFICATION SECTION(S), RESPECTIVELY. AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF EQ-# (WITHOUT ELECT. CONNECTION) 4. CONTRACTOR SHALL REFERENCE SPECIFICATIONS FOR CONSTRUCTION MATERIALS AND INSTALLATION PROCEDURES. THE 2. TAKE RESPONSIBILITY FOR EQUIPMENT CHECK -IN, SAFEKEEPING, AND DAMAGE PREVENTION. OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS. IN THE EVENT OF CONFLICT BETWEEN SPECIFICATIONS AND OF SYSTEM IS OBTAINED. EQ EQUIPMENT MARK NUMBER (WITH DRAWINGS, SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT / ENGINEER FOR RESOLUTION. 3. UNSPECIFIED EQUIPMENT OR SYSTEMS SHALL BE REPRESENTED BY DULY AUTHORIZED DISTRIBUTORS WITH SERVICE 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE 2 ELECT. CONNECTION) THESE DOCUMENTS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW MATERIALS FOR COMPLETE INSTALLATION. DEPARTMENTS REGULARLY ENGAGED IN THE MAINTENANCE AND INSTALLATION OF THESE SYSTEMS AND EQUIPMENT. SUCH SERVICE DEPARTMENTS SHALL REGULARLY STOCK STANDARD REPLACEMENT PARTS AND EQUIPMENT AND SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH LOCATED WITHIN A REASONABLE DISTANCE FROM THE INSTALLATION SITE. A.W,W,A, SPECIFICATION C651-05. EXISTING WORK (LIGHT) /NEW WORK (BOLD) A PROVIDE COMPLETE, COMPLIANT. ND OPERATIONAL SYSTEMS: 4. WHENEVER A MATERIAL, ARTICLE, OR PIECE OF EQUIPMENT IS IDENTIFIED ON THE DRAWINGS BY REFERENCE TO 6. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1 /4 INCH PER FOOT. SLOPE LARGER MAINS NOT 1. DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO COMPLEMENT EACH OTHER. PROVIDE ITEMS SHOWN ON ONE AND NOT MANUFACTURERS, VENDORS NAMES, TRADE NAMES, CATALOG NUMBERS, OR THE LIKE, IT IS SO IDENTIFIED FOR THE LESS THAN 1/8 INCH PER FOOT. THE OTHER AS THOUGH SHOWN AND CALLED OUT IN BOTH. IF AN APPARENT CONFLICT EXISTS WITHIN THE CONSTRUCTION PURPOSE OF ESTABLISHING A STANDARD. MATERIALS, ARTICLES, OR PIECES OF EQUIPMENT FROM OTHER MANUFACTURERS DOCUMENTS, PRESUME TO PROVIDE THE MORE COSTLY CHOICE, AND REQUEST CLARIFICATION FROM ARCHITECT / ENGINEER IN OR VENDORS, WHICH WILL ADEQUATELY PERFORM THE DUTIES IMPOSED BY THE GENERAL DESIGN, WILL BE CONSIDERED 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 WRITING. EQUALLY ACCEPTABLE PROVIDED THEY ARE OF EQUAL SUBSTANCE, APPEARANCE, AND FUNCTION. FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE PLUMBING INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANTS CONSTRUCTION MANAGER. 2. PROVIDE, LABOR, MATERIALS, EQUIPMENT, FEES, AND PERMITS NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. CLOSEOUT 3. CONSTRUCTION DOCUMENTS PRESENT THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. COMPLETE DETAIL IS NOT 1. GUARANTEE SYSTEMS (PARTS AND LABOR) FOR A MINIMUM PERIOD OF ONE YEAR AFTER THE DATE OF SUBSTANTIAL PRESENTED, DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THEIR SMALL SCALE, THEY DO NOT SHOW EVERY OFFSET, BEND OR COMPLETION. ELBOW NECESSARY FOR THE COMPLETE INSTALLATION. PROVIDE SYSTEMS COMPLETE AND OPERATIONAL AND IN COMPLIANCE WITH DESIGN INTENT. OBTAIN PERMISSION FROM ENGINEER PRIOR TO MAKING MAJOR DEVIATIONS FROM CONSTRUCTION DOCUMENTS. 2. PROVIDE OPERATING AND MAINTENANCE MANUALS IN PDF FORMAT. MANUALS SHALL INCLUDE, BUT ARE NOT LIMITED TO, MATERIALS EXAMPLES OF MAJOR DEVIATIONS ARE CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES, OR MATERIALS. PRODUCT DATA SHEETS, SHOP DRAWINGS, WIRING DIAGRAMS, OPERATING AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT, ACCESSORIES, LIGHTING FIXTURES, OCCUPANCY CONTROLS AND RECOMMENDED SPARE PARTS LISTS. 1. DRAINAGE AND VENT PIPING: EXTRA HEAVY HUB AND SPIGOT CAST IRON SOIL WITH RUBBER GASKETS CONFORMING 4. INSTALL EQUIPMENT IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN RECOMMENDATIONS. PROVIDE TO ASTM C564. NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING FITTINGS AND OTHER SIMILAR DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 3. IMMEDIATELY BEFORE TURNING SYSTEMS OVER TO OWNER, DEMONSTRATE FULL AND PROPER SYSTEMS OPERATIONS TO TO ASTM A 666. ENGINEER AND OWNER. IMMEDIATELY BEFORE DEMONSTRATION, PROPERLY AND FULLY RE -LUBRICATE EQUIPMENT. 5. REPAIR OR REPLACE PARTS OF THIS WORK THAT FAIL, ARE UNFIT, OR BECOME DAMAGED DURING CONSTRUCTION WITH NO 2. WATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST BRONZE OR WROUGHT COPPER SOLDER CHANGE TO THE CONTRACT PRICE 4. UPON COMPLETION OF WORK, REMOVE ALL SURPLUS MATERIALS AND RUBBISH. MAKE REQUIRED PATCHING AND REPAIRS JOINT FITTINGS USING 95-5 SOLDER. WATER PIPING ABOVE SLAB: TYPE L HARD COPPER TUBING USING SILVER OF OTHER TRADES' WORK THAT YOU DAMAGED. LEAVE THE PREMISES IN A CLEAN AND ORDERLY CONDITION. SOLDER. ALL WATER SUPPLY PIPING TO CONFORM TO NSF/ANSI 61 AND ASTM B 75, ASTM B 88, ASTM B 251, PAY FEES: OR ASTM B 447. ALL PIPE FITTINGS SHALL CONFORM TO ASSE 1061, ASME B 16.15, ASME B 16.18, ASME B 1. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR THE ELECTRICAL WORK; ARRANGE FOR INSPECTIONS 16.22, ASME B 16.23, ASME B 16.26, AND ASME B 16.29. REQUIRED FOR THE ELECTRICAL WORK; FURNISH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY ENFORCEMENT AUTHORITIES. 2. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE PRODUCTS OTHER THAN "BASIS OF DESIGN", PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES (INCLUDING BUT NOT LIMITED TO MECHANICAL, STRUCTURAL SUPPORT, AND CHANGES TO ACCOMMODATE MAINTENANCE NEEDS AND INSULATION DESIGN INTENT). SPECIFICATIONS 3. PAY PROFESSIONAL ENGINEERING AND DESIGN FEES ASSOCIATED WITH CONTRACTOR -INITIATED CHANGES OCCURRING AFTER SEALED DIVISION 15 - MECHANICAL 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK (MAX CONDUCTIVITY 0.27 CONSTRUCTION DOCUMENTS ARE SUBMITTED FOR APPROVAL TO AUTHORITY HAVING JURISDICTION. MECHANICAL GENERAL REQUIREMENTS BTU PER INCH/H*FT2#'F)RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER 4. PAY PROFESSIONAL ENGINEERING FEES ASSOCIATED WITH CONTRACTOR'S FAILURE TO FOLLOW SUBMITTAL REQUIREMENTS. MAKE SUBMITTALS: 1. INDIVIDUAL SUBMITTALS ARE TO BE PREPARED ELECTRONICALLY IN 'PDF' FORMAT. ELECTRONIC FILES SHALL BE ORIGINAL VENDOR -PREPARED ELECTRONIC FILES AND NOT SCANNED COPIES OF CATALOG PAGES OR FACSIMILES. INDIVIDUAL EQUIPMENT ITEMS SHALL BE TAGGED WITH EQUIPMENT IDENTIFIERS AS SHOWN ON THESE DRAWINGS. ILLEGIBLE ELECTRONIC FILES ARE SUBJECT TO "REVISE AND RESUBMIT" ACTION. 2. INCLUDE WITH SUBMITTALS SPECIFIC WRITTEN NOTICE OF EACH VARIATION A SUBMITTAL HAS FROM THE REQUIREMENTS OF CONSTRUCTION DOCUMENTS. ENGINEER'S REVIEW OF SUBMITTALS SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FROM COMPLIANCE WITH CONSTRUCTION DOCUMENTS UNLESS THE ENGINEER HAS SPECIFICALLY ACCEPTED THE VARIATION IN WRITING. 3. SUBMIT SUBSTITUTION REQUESTS FOR APPROVAL. SUBSTITUTED EQUIPMENT SHALL MEET OR EXCEED STANDARDS SET BY ITEMS SPECIFIED. 4. SUBMIT A SCHEDULE OF CONSTRUCTION DOCUMENT CHANGES REQUIRED DUE TO 1) DIFFERENCES (BETWEEN PRELIMINARY DESIGN DATA AND SUBMITTAL DATA) IN "BASIS OF DESIGN" EQUIPMENT OR 2) SUBSTITUTED EQUIPMENT FOR REVIEW PRIOR TO INITIATING WORK. WHEN ADJUSTMENTS, ALTERATIONS, OR CHANGES TO THE PROJECT ARE REQUIRED TO ACCOMMODATE SUBSTITUTED PRODUCTS, PAY ENGINEERING/DESIGN FEES REQUIRED TO MAKE SUCH ADJUSTMENTS, ALTERATIONS, OR CHANGES. 5. SUBSTITUTION REQUESTS SHALL SHOW ENERGY CONSERVATION FEATURES OF SUBSTITUTED EQUIPMENT EQUAL OR EXCEED THAT OF SPECIFIED EQUIPMENT. KEEP RECORDS: 1. DURING CONSTRUCTION, MAINTAIN A SET OF AS -BUILT, REDLINED, RECORD DRAWINGS AT THE PROJECT SITE. RECORD ALL CHANGES FROM, BUT NOT LIMITED TO, ADDENDA, CHANGE ORDERS, SUPPLEMENTAL INSTRUCTIONS, AND DESIGN CLARIFICATIONS. RECORD CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, AND ACCESSORIES. RECORD CHANGES DUE TO CHANGES IN SUPPLIED EQUIPMENT. AFTER ENGINEER'S FINAL INSPECTION PROVIDE RECORD DRAWINGS TO ENGINEER. 2. AT COMPLETION OF PROJECT PROVIDE NEW PANEL DIRECTORIES INDICATING WHICH BREAKERS ARE NOW SPARE. INCLUDE LISTING OF BREAKERS FROM OLD PANEL DIRECTORIES FOR CIRCUITS NOT DISTURBED. CONSULT WITH OWNER FOR CIRCUITS NOT ADEQUATELY MARKED. DEFINITIONS: 1. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION REQUIRING DESIGN PROFESSIONAL'S RESPONSIVE ACTION. ACTION SUBMITTALS INCLUDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES, PRODUCT SCHEDULE OR LIST. 2. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION NOT REQUIRING DESIGN PROFESSIONAL'S RESPONSIVE ACTION. SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING WITH REQUIREMENTS. INFORMATION SUBMITTALS INCLUDE COORDINATION DRAWINGS, WELDING CERTIFICATES, QUALIFICATION DATA, INSTALLER CERTIFICATES, MANUFACTURER CERTIFICATES, PRODUCT CERTIFICATES, MATERIAL CERTIFICATIONS, MATERIAL TEST REPORTS, PRODUCT TEST REPORTS, FIELD TEST REPORTS, OPERATION AND MAINTENANCE DATA, MANUFACTURER'S INSTRUCTIONS, MANUFACTURER'S FIELD REPORTS, INSURANCE CERTIFICATES AND BONDS, MATERIAL SAFETY DATA SHEETS AND RECOMMENDED SPARE PARTS LISTS. 3. FURNISH: OBTAIN AND DELIVER TO ON -SITE STORAGE IN ORIGINAL FACTORY PACKAGING. 4. INSTALL: UNPACK, MOVE TO FINAL LOCATION, MAKE CONNECTIONS, AND PLACE INTO FINAL SERVICE ACCORDING TO PROCEDURES IDENTIFIED IN PART 3 OF APPLICABLE SECTION(S). 5. PROVIDE: FURNISH AND INSTALL., COMPLETE AND READY FOR THE INTENDED USE. PROTECT: 1. PROTECT EXISTING STRUCTURES AND EQUIPMENT DURING THE EXECUTION OF THIS CONTRACT. I 2. REPAIR AREAS AFFECTED BY WORK TO THEIR ORIGINAL CONDITION OR BETTER. COORDINATE: 1. PRIOR TO ORDERING, FABRICATING, OR INSTALLING WORK, COORDINATE WORK WITH WORK OF OTHER SUBCONTRACTORS AND WITH CONTRACTORS HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS OCCUR, RESOLVE THEM PRIOR TO FABRICATION AND INSTALLATION. 2. DURING INSTALLATION, RESOLVE CONFLICTS AND MAKE CHANGES RESULTING FROM LACK OF CONTRACTOR COORDINATION WITH NO CHANGE TO THE CONTRACT PRICE. 3. NOTIFY THE ENGINEER IN WRITING OF EXISTING CONDITIONS DIFFERING FROM THOSE SHOWN IN CONTRACT DOCUMENTS. THE ENGINEER WILL EVALUATE THE DIFFERENCES, AND IF NECESSARY, REDESIGN FOR THE CONDITIONS FOUND. 4. DO NOT SCALE OFF CONSTRUCTION DOCUMENTS. COORDINATE INSTALLATION WITH FIELD CONDITIONS. 5. WHERE BUILDING ELEMENTS (FOR EXAMPLE, DOOR FRAMES, PORTIONS OF WALLS, PORTIONS OF FLOORS, ETC.) HINDER REMOVAL OF EXISTING OR INSTALLATION OF NEW EQUIPMENT, REMOVE AND REPLACE SUCH ELEMENTS. UPON SUBSTANTIAL COMPLETION, ENSURE BUILDING ELEMENTS MATCH THEIR ORIGINAL CONDITIONS. 1. DESCRIPTION OF WORK: THE WORK DESCRIBED HEREIN SHALL INCLUDE ALL THE WORK INDICATED ON THE DRAWINGS, SPECIFIED AND/OR REQUIRED FOR A COMPLETE AND OPERATING PROJECT. A. THE INSTALLATION AND MATERIALS FURNISHED SHALL BE IN ACCORDANCE WITH THE LATEST ADDITION TO THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, AND CODES AND STANDARDS HAVING JURISDICTION. ANY REQUIREMENTS IN EXCESS OF CODE REQUIREMENTS AND PERMITTED UNDER THE CODE SHALL TAKE PREFERENCE. ALL MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED EQUAL 2. RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 16 SPECIFICATION SECTIONS, APPLY TO THIS SPECIFICATION. 3. CODES AND PERMITS: ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. ALL FEES AND PERMITS SHALL BE PAID BY THE CONTRACTOR. 4. WORKMANSHIP: ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE OF THE INDUSTRY. 5. COORDINATION: COORDINATE THE MECHANICAL WORK WITH THE WORK OF ALL OTHER TRADES. 6. DIMENSIONS: VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 7. CUTTING AND PATCHING: PERFORM CUTTING AND PATCHING IN ACCORDANCE WITH THE GENERAL SPECIFICATIONS. 8. STORAGE: STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND PROTECT UNTIL_ INSTALLED. STORE IN LOCATION DESIGNATED BY THE OWNER. 9. PROTECTION OF EQUIPMENT: PROTECT EQUIPMENT FROM DAMAGE, SOILING, MARRING, BENDING OR STRESSING. PROVIDE PROTECTION ADEQUATE TO SERVE THE PURPOSE AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 10. MATERIALS AND EQUIPMENT. MATERIALS AND EQUIPMENT SHALL BE NEW AND UNUSED. 11. PAINTING: TOUCH UP FACTORY PAINT FINISHES. 12. ACCESSIBILITY. ALL VALVES, CONTROLS AND EQUIPMENT ITEMS SHALL BE ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. 13. INSTALLATION: INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED. A. PIPING AND EQUIPMENT SHALL BE SECURELY SUPPORTED BY MEANS OF HANGERS, ANCHORS AND SUPPORTS. PROVIDE FOR PIPING EXPANSION. ANCHORS SHALL PROPERLY DISTRIBUTE STRESSES. 14. QUALITY ASSURANCE: EQUIPMENT AND INSTALLATION SHALL COMPLY WITH LOCAL AND NATIONAL BUILDING CODES, LOCAL UTILITY REGULATIONS AND ASHRAE, ASME, ASTM, ARI, UL AND NFPA STANDARDS. 15. CLEANING: CLEAN ALL PIPING, DUCTWORK, FIXTURES, FINNED ELEMENTS, EQUIPMENT AND SYSTEMS. 16. SYSTEM TESTING AND OPERATION: TEST SYSTEMS FOR PROPER OPERATION AND OPERATE TO THE SATISFACTION OF THE OWNER. 17. GUARANTEE: ALI. MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF OWNER ACCEPTANCE, UNLESS OTHERWISE INDICATED. CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P-TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV-GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103. SPECIFIC PLUMBING SPECIFICATIONS 1. INSTALL NEW ONLY IF EXISTING DOES NOT MEET CURRENT ADA/CABO-ANSI (AS APPLICABLE) STANDARDS, OR IS DAMAGED, NOT IN WORKING ORDER OR NOT EXISTING AS APPLICABLE. 2. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. LANDLORD'S CRITERIA 1. THE PLUMBING CONTRACTOR IS TO BECOME FAMILIARIZED WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. HEATING. VENTILATION AND AIR CONDITIONING 1. DUCTWORK: FABRICATE DUCTWORK IN ACCORDANCE WITH SMACNA TABLE 1-4, 1 INCH STATIC PRESSURE, POSITIVE AND NEGATIVE. DIMENSION FOR LINED DUCTWORK IS INSIDE CLEAR. INSULATED FLEXIBLE DUCTWORK MAY BE INSTALLED AT DIFFUSER CONNECTIONS, 6'-0" LONG MAXIMUM AND SHALL BE RATED AT 3 INCH W.C. MINIMUM. INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA, NFPA 90 AND ASHRAE STANDARDS. 2. DUCTWORK ACCESSORIES: COMPLY WITH ASHRAE AND SMACNA INSTALLATION STANDARDS. PROVIDE VOLUME DAMPERS, STANDARD TURNING VANES, ACCESS DOORS, FLEXIBLE CONNECTIONS, TRANSITIONS, OFF -SETS AND ELBOWS FOR A COMPLETE OPERATING SYSTEM. 3. DUCT LINER: FIBROUS GLASS, 1/2 INCH THICK AND COMPLY WITH THE "THERMAL INSULATION MANUFACTURES ASSOCIATION" (TIMA) AHC-101. INSTALL PER SMACNA STANDARDS. ALL NEW RECTANGULAR SUPPLY AIR DUCTWORK AND RETURN AIR DUCTWORK. 4. DIFFUSERS, REGISTERS, GRILLES, & DAMPERS: ALL DIFFUSERS AND GRILLES SHALL HAVE A BAKED ENAMEL OFF-WHITE FINISH, EXCEPT AS NOTED. PROVIDE A BUTTERFLY DAMPER IN EACH DIFFUSER SUPPLY DUCT. PROVIDE A VOLUME DAMPER AT EACH NEW GRILLE. EQUIPMENT SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. FRAME TYPES SHALL BE FIELD VERIFIED. PROVIDE GASKETS. ACCEPTABLE MANUFACTURERS: CARNES, KRUEGER, TUTTLE & BAILY AND TITUS. 5. HANGERS AND SUPPORTS: HANG AND SUPPORT DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS. 6. DUCT INSULATION: PROVIDE 1-1 /2 INCH, 3/4 LB. DENSITY BLANKET INSULATION ON ALL ROUND SUPPLY AIR DUCTWORK. PROVIDE ALL PURPOSE JACKET WITH VAPOR BARRIER. 7. TESTING AND BALANCING: BALANCE AIR SYSTEMS TO CFM VALUES INDICATED. MAKE FINAL BALANCING FOR PERSONAL COMFORT CONDITIONS. PROVIDE TAB REPORT TO OWNER. Permit No. - P� L, � Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknoitAedged: By: Date: 0 -, a9 r gl©t J City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of I ukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review !its.-1 SEPARATE PERMIT REQUIRED FOR: 0-Qechar*W F-D-Mectrical ❑ Plumbirg gas Pipirm Ci.y of Tukwlla EUILiDING DIVISION SANITARY DRAIN (ON THIS LEVEL) FM� SANITARY FORCE MAIN DRAIN - - - - S - - - - SANITARY DRAIN (BELOW THIS LEVEL) - - - - - - - - - VENT LINE - - COLD WATER (POTABLE) - - - - HOT WATER SUPPLY (110- F) - - - - - - - - HOT WATER RETURN (110' F) CLEAN OUT ® 2" FU-1 FLOOR DRAIN SIZE - TYPE a4" VTR SANITARY VENT THRU ROOF ON RISER VALVES AND FITTINGS SYMBOL DESCRIPTION SYMBOL DESCRIPTION 04 SKUTCFF VALVE 4 CONCENTRIC REDUCER rV CHECK VALVE ECCENTRIC REDUCER ® BALAr M VALVE -3 CAP Db THROTTLING VALVE 4 BUSHING 04C QUICK CONNECT -C HOSE COUPLING / THREADS 2-WAY CONTROL VALVE -i F- UNION 3-WAY CONTROL VALVE -I H ORIFICE P6%TE PRESSURE REDUCING VALVE E3 EXPANSION JOINT ¢� (fit FnIEF VALVE SEE SPM FOR SLEEVE BALL VALVE (; ELBOW DOWN OR AWAY -�$�- rtoaBLE connecnon I TO FI_ooR DRAIN' HVAC - AIR SIDE 0 MWEVED. FOR - w PLI,ANCE P Q D SEP 2 4 2015 I Ha TIDING Df�tl Slow SYMBOL SYMBOL DESCRIPTio (1 -LINE) (2. LINE) �_ 5- 1 0" JS 10" ROUND DUCT SIZE - DIAMETER 10 6 10/6 RECTANGULAR DUCT SIZE - 1ST NUMBER IS DIMENSION OF SIDE SHOWING FLAT -OVAL DUCT SIZE - 10 6 10/6 1ST NUMBER IS DIMENSION OF SIDE SHOWING SPUTTER TRANSITION - SIZE CHANGE (RECTANGULAR, ROUND, �D4 OR FLAT -OVAL) i--®- TRANSITION - RECTANGULAR TO ROUND, OR RECTANGULAR TO FLAT -OVAL RECTANGULAR DUCT TAKE -OFF 45' S--iIIIF- i fjjEj FLEXIBLE DUCT CONNECTION SIZE � CORRECTION XXX GFM LTR# DIFFUSER (CEILING MOUNTED) a ® @ RISER OR END OF DUCT - SUPPLY AIR (SA) SIZE �P XX CFTv4 RETURN OR EXHAUST REGISTER OR GRILLE (CEILING MOUNTED) RECEIVED CITY OF TUKWI, RISER OR END OF DUCT - SLF 2015 RETURN AIR (RA) OR EXHAUST AIR (EA) (- VOLUME DAMPER OT THERMOSTAT ro F DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 W=5 J1l t: www.Kpe-inc.com @ 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL. INC. .......... .. ...., ...... . 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 STAMP EXPIRES Z3 _ 12___� WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 , PERMIT SET 08/10/2015 OPLUMBING REVISIONS 09/04/2015 Q3 MECHANICAL REVISIONS 09/04/2015 QBUILDING REVISIONS 09/08/2015 GENERAL MECHANICAL NOTES, SPECS, & SYMBOLS SHEET NUMBER lulli�i GENERAL NOTES: GENERAL NOTES (cont di: DEMOLITION NOTES: mzmmmm FLAG NOTES: 1. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION 10. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH 1. REMOVE AND DISPOSE OF ITEMS INDICATED TO BE DEMOLISHED. BEFORE 1. EXISTING 4" SANITARY LINE. FIELD VERIFY LOCATION. PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE ARCHITECTURAL DRAWINGS. R RE REMOVAL, COORDINATE WITH THE OWNER WHICH ITEMS THE OWNER WISHES CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO KEEP. COORDINATE DELIVERY OF OWNER CHOSEN ITEMS OWNER. 2• CONNECT NEW SANITARY PIPING TO EXISTING. FIELD VERIFY LOCATION. ADDITIONAL EXPENSE TO THE OWNER. 11. PROVIDE 4-INCH MINIMUM VENT THRU ROOF. INCREASE VENT TO 4-INCH DISPOSE OF ITEMS THE OWNER DOES NOT CHOOSE TO KEEP. 3. CONNECT NEW VENT PIPING TO EXISTING. FIELD VERIFY LOCATION. 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING TWELVE INCHES BELOW ROOF INSULATION IN CLIMATES WHERE WINTER TEMPERATURES ARE EXPECTED TO FALL BELOW 33 DEGF. 2. PROTECT EXISTING STRUCTURES AND EQUIPMENT THROUGHOUT THE 4. INSTALL UNDER SINK LITTLE GIANT DRAINOSAUR WRSC-6 1 /3 HP WITH 3.5 CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE DURATION OF THE WORK. WORK PRIOR TO BIDDING AND START OF THE WORK. 12. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRANCHES GAL BASIN, 115V. 3. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS LEADING FROM GRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING 3. COORDINATE DEMOLITION WORK SO THAT ELECTRICAL CONNECTIONS ARE REMOVED PRIOR TO MECHANICAL DEMOLITION. 5 ROUTE FORCE MAIN DRAIN UP THROUGH DEMISING WALL ABOVE CEILING. NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. D AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, ROUTE HORIZONTAL PIPE ABOVE CEILING TO BACK WALL, SLOPED CAP OR OTHER CLOSED FITTING.) 4. REPAIR AREAS AFFECTED BY DEMOLITION TO THEIR ORIGINAL CONDITION OR APPROPRIATELY TO DRAIN TO THE BACK. 4. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. BETTER. 13. PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE & EXISTING LANDLORD 3/4a CW SUPPLY. FIELD VERIFY LOCATION AND 5. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CHROME PLATED BRASS. 5. REMOVE EXISTING WATER HEATER AND ASSOCIATED PIPING. PROVIDE NEW STUB OUT AND SHUTOFF VALVE FOR METER SERVICE. CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. 14. COMPLY WITH THE LATEST ADOPTED INTERNATIONAL PLUMBING CODE WHEN 6. REMOVE ANY EXISTING SUPPLY PIPING NOT PART OF THE NEW PROJECT. 7 CONNECT NEW CW PIPING TO EXISTING. 6. PROVIDE CLEANOUTS ITV ACCORDANCE WITH THE REQUIREMENTS OF SIZING TRAP ARMS ON COMBINATION WASTE AND VENT SYSTEMS. APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. DRAWINGS INDICATE THE WASTE LINE SIZE AND THE SIZE OF THE TRAP 7. REMOVE SINK AND WATER CLOSET FROM SMALL RESTROOM TO BE 8: NEW WATER HEATER ABOVE MOP SINK. LOCATION SHOWN FOR CLARITY. REQUIRED. DEMOLISHED. SEE RISER DIAGRAM FOR WATER HEATER CONNECTIONS. 7. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. 15. ALL WORK SHALL COMPLY WITH THE LATEST CITY PLUMBING CODE AND 8. REMOVE VENT PIPING FROM DEMOLISHED RESTROOM FIXTURES. 9 PLUMBING PUMP WITH 6' CORD. COORDINATE LOCATION WITH NEW ALL OTHER APPLICABLE CODES IN THIS JURISDICTION. ELECTRICAL OUTLET. 8. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE 9. REMOVE FLOOR DRAIN FROM SMALL RESTROOM TO BE DEMOLISHED. PLUMBING AND DRAINAGE INSTITUTE (PDI), PROVIDE WATER HAMMER 16. TENANT MUST X-RAY SLAB PRIOR TO PERFORMING ANY SLAB 10. INSTALL NEW WATER METER AND BACKFLOW PREVENTION DEVICE PER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER PENETRATIONS. LANDLORD AUTHORIZED X-RAY CONTRACTORS INFORMATION 10. CAP SANITARY PIPING FROM REMOVED FIXTURES AS NECESSARY. LANDLORD'S REQUIREMENTS. METER MUST BE ACCESSIBLE AT 5' AFF. VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL WILL BE AVAILABLE ON THE UST OF "RULES AND REGULATIONS" FOR i COMPLY WITH PUBLISHED PDI NOMENCLATURE. GENERAL CONTRACTORS WHEN THEY ARRIVE AT SITE. 9. INSTALL 4-INCH AND LARGER SANITARY PIPING AT 1/8-INCH PER FOOT SLOPE; INSTALL SMALLER SIZES AT %-INCH PER FOOT SLOPE. INSTALL VENT PIPING SO IT WILL DRAIN. 8 SWH PP 9 I � - C -- IMS-1: ----------- -- �I I C x c_. ElC I I 6 i i ' I STORAGE ROOM 105 GUMMI CHOCOLATE 1 ROOM ROOM C ( 104 103 C - I , 7 M I ' F-1C 10 , � I I� I I STORAGE ROOM 105 PLUMBING SUPPLY PLAN SCALE: 1 /4" = F-0" I I VINTAGE ROOM 102 - 1- VINTAGE ROOM 102 GUMMI 1 CHOCOLATE / ROOM I ROOM 104 / 103 F -IF] -------------- APOTHECARY 100 TRUFFLE BAR 1 r----- - ---- J ADJACENT TENANT AREA -El- _E ElEl II- --------------------- i APOTHECARY 100 TRUFFLE BAR P 101 1 MALL COMMON AREA MALL COMMON AREA .- ANPR OVED 2015 City OfTu BUILDING DIVISION Q. 2015 A&E NATIONAL, INC. THESE PLANS ARE COPY RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL. INC. IS PROHIBITED. A & E NATIONAL, INC. A & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 aa` ST Irc- c7 43955 �O S'IBRQ G �' `r`rIONAL�� EXPIRES I WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, WA 98188 SUBMITTAL TENANT REVIEW 07/29/2015 BID SET 08/06/2015 PERMIT SET 08/10/2015 Q2 PLUMBING REVISIONS 09/04/2015 a3 MECHANICAL REVISIONS 09/04/2015 A4BUILDING REVISIONS 09/08/2015 PLUMBING PLANS SHEET NUMBER F j"6' 1.0 N AS-1 GENERAL NOTES: PLUMBING FIXTURE SCHEDULE FIRE SUPPRESSION NOTES: 1. ANY EXISTING CONDITIONS INDICATED ARE BASED ON INFORMATION SWH-1: COMMERCIAL GRADE, 30 GAL, DUAL 450OW ELEMENTS (9 KW TOTAL), NOT TO PROVIDED BY OTHERS AND POSSIBLE LIMITED FIELD VERIFICATION. THE 1 EXCEED 36" IN HEIGHT, 277V. MIN. EF OF 0.93 PER DOE 10 CFR PART 43 .. 1. MODIFY EXISTING SPRINKLER SYSTEM INFRASTRUCTURE FOR FULLY SPRINKLERED SPACE IN COMPLIANCE WITH REQUIREMENTS OF THESE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO MUST MEET STANDBY LOSS REQUIREMENTS OF DOE & ASHRAE/IESNA 90.1. CONSTRUCTION 3, APPLICABLE CODE ADDITIONAL EXPENSE TO THE OWNER. EXAMPLE: AMERIGAN WATER HEATER LDCE32-30L DESIGN CRITERIA,OAND AUTHORITIES CUMENTS, NFPA 1HAVING JUR SDICTION S, LANDLORD'S 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING MS -I; FIXTURE - UNIT SHALL HAVE OUTSIDE DIMENSIONS OF 24" X 24" X 10". THE CONDITIONS AGAINST THE PLANS, AND FAMILIARIZE HIMSELF WITH THE MOLDING SHALL. BE DONE IN MATCHED METAL DIES UNDER HEAT AND 2. TENANT'S SPRINKLER DESIGN IN REMODEL AREAS SHALL BE BASED UPON WORK PRIOR TO BIDDING AND START OF THE WORK. PRESSURE RESULTING IN A ONE-PIECE HOMOGENEOUS PRODUCT. THE UNIT A DUAL SOURCE OF SUPPLY, ORDINARY HAZARD PIPE SCHEDULE OR SHALL HAVE 10" HIGH WALLS NOT LESS THAN 1" WIDE. EXAMPLE: FLORESTONE HYDRAULICALLY CALCULATED SYSTEM AS OUTLINED IN NFPA PAMPHLET #13 3. LIGHT -LINED ITEMS ARE EXISTING TO REMAIN, WITH REQUIREMENTS AS MODEL MSB 2424. AND LANDLORD'S INSURANCE CARRIER'S REQUIREMENTS. NOTED. HEAVY -LINED ITEMS INDICATE NEW WORK AS INDICATED. FAUCET - POLISHED CHROME, BRASS -BODIED, 8"-SPREAD, WALL MOUNTED WITH INTEGRAL STOPS, INTEGRAL VACUUM BREAKER, WAIL SUPPORT FOR SPOUT, 1 3. COORDINATE WITH ARCHITECTURAL, MECHANICAL AND ELECTRICA�WORK. 4. SEE ALSO SYMBOLS, NOTES AND ABBREVIATIONS SHEET. " ELECTRONIC DRAWINGS MAY BE REQUESTED FROM ARCHITECT. 5. COORDINATE FINAL LOCATION OF EQUIPMENT TO COMPLY WITH LOCAL CODES AND HEALTH -DEPARTMENT AND CITY REQUIREMENTS. 6. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. LOCATE FLOOR CLEANOUTS OUT OF TRAFFIC AREAS. 7. EQUIPMENT AND INSTALLATION SHALL MEET NATIONAL SANITATION FOUNDATION (NSF) STANDARDS OR EQUIVALENT. 8. IN ACCORDANCE WITH WRITTEN INSTRUCTIONS PUBLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE (PDI), PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT PIPE LOCATIONS NEAR FLUSHOMETER VALVES AND ELSEWHERE AS SHOWN. WATER HAMMER ARRESTORS SHALL COMPLY WITH PUBLISHED PDI NOMENCLATURE. 9. INSTALL 4-INCH AND LARGER SANITARY PIPING AT 1/8-INCH PER FOOT SLOPE; INSTALL SMALLER SIZES AT %-INCH PER FOOT SLOPE. INSTALL VENT PIPING SO IT WILL DRAIN. 10. COORDINATE EXACT LOCATION OF FIXTURES AND DRAINS WITH ARCHITECTURAL DRAWINGS. 11. PROVIDE 4-INCH MINIMUM VENT THRU ROOF. INCREASE VENT TO 4-INCH TWELVE INCHES BELOW ROOF INSULATION IN CLIMATES WHERE WINTER TEMPERATURES ARE EXPECTED TO FALL BELOW 33 DEGF. 12. DEAD END PIPES ARE PROHIBITED. (DEAD-END PIPES ARE BRA14CHES LEADING FROM A DRAIN, VENT OR POTABLE -WATER PIPE AND TERMINATING AT A DEVELOPED LENGTH OF 2 FEET OR MORE BY MEANS OF A PLUG, CAP OR OTHER CLOSED FITTING.) 13. PIPE AND FITTINGS EXPOSED TO VIEW IN FINISHED SPACES SHALL BE CHROME PLATED BRASS. 14. COMPLY WITH THE LATEST ADOPTED INTERNATIONAL PLUMBING CODE WHEN SIZING TRAP ARMS ON COMBINATION WASTE AND VENT SYSTEMS. DRAWINGS INDICATE THE WASTE LINE SIZE AND THE SIZE OF THE TRAP REQUIRED. 15. ALL WORK SHALL COMPLY WITH THE LATEST CITY PLUMBING CODE AND ALL OTHER APPLICABLE CODES IN THIS JURISDICTION. 16. TENANT MUST X-RAY SLAB PRIOR TO PERFORMING ANY SLAB PENETRATIONS. LANDLORD AUTHORIZED X-RAY CONTRACTORS INFORMATION WILL BE AVAILABLE ON THE LIST OF "RULES AND REGULATIONS" FOR GENERAL CONTRACTORS WHEN THEY ARRIVE AT SITE. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, RPZ-1. - PIPE VENT TO FLOOR DRAIN LEVER HANDLES, 3/4 HOSE THREAD SPOUT OUTLET WITH PAIL HOOK ON END OF SPOUT. SPOUT OUTLET SHALL BE ABOUT 9 INCHES FROM WALL EXAMPLE: AMERICAN STANDARD 8344. DRAIN - BRASS, INTEGRAL WITH FIXTURE. PROVIDE CHROMED -BRASS, NICKEL -BRASS, ALUMINUM, OR STAINLESS -STEEL STRAINER. CONNECTION SIZE AS INDICATED ON DRAWINGS. TRIM - INTEGRAL, GALVANIZED -STEEL TILING FLANGES ON SIDES ADJACENT TO .$=J: FIXTURE - UNDERMOUNT, SEAMLESS DIE -DRAWN, 304 SS. FULLY COATED UNDERSIDE. TRIM - P-TRAP, DRAIN GRID. EXAMPLE: UNDERMOUNT GROUP US-9518-A-18GA. FAUCET - DUAL -HANDLE, ADA-COMPLIANT FAUCET WITH 5-1/2-INCH GOOSENECK SWING SPOUT, 2.2 GPM BAR SINK FAUCET. EXAMPLE: KOHLER REVIVAL K-16112-4. S_,- . FIXTURE - 16 -GAUGE STAINLESS TYPE 304 STEEL, PUNCHED (NOT WELDED) 3-COMPARTMENT, 18" X 24" X 14" DEEP BOWLS, DOUBLE DRAINBOARD. EXAMPLE: REGENCY MODEL 60OS31824224. FAUCET - WALL MOUNT PRE -RINSE COMMERCIAL FAUCET, TWO -HOLE DUAL HANDLE, ADD -ON FAUCET WITH 10-INCH SWING SPOUT, FLEXIBLE GOOSENECK WITH COMPACT SPRING, 24" STAINLESS STEEL HOSE, 1.42 GPM SPRAY VALVE. EXAMPLE: T&S MODEL MPZ-8WLN-08 MODIFIED WITH 062X FOR 12" SWING SPOUT. FIXTURE - 18 GAUGE STAINLESS TYPE 304, 19X23, WALL MOUNTED, ADA COMPLIANT, FULLY BOTTOM COATED. EXAMPLE: ELKAY WCL19230SOC. FAUCET - RESTRICTED SWING GOOSE NECK SPOUT WITH AERATOR AND 5" WRIST BLADE HANDLES. EXAMPLE: LKD232SBH5C (FURNISHED WITH SINK) SEAT - WHITE, SOLID PLASTIC, OPEN FRONT, ELONGATED, COVERLESS SEAT WITH INTEGRALLY MOLDED BUMPERS AND STAINLESS STEEL, SELF SUSTAINING CHECK HINGE. TRIM - CLOSET BOLT CAPS FD-1: 2" MODERATE SERVICE FLOOR DRAIN WITH FLASHING COLLAR , WEEP HOLES, AND 5-INCH-ROUND, NICKEL BRONZE STRAINER. MATERIAL: COATED CAST-IRON. EXAMPLE" ZURN FD 2210 PP-1i TACO PLUMB N PLUG MODEL 003-BC4-8PNP WITH DIGITAL TIMER, 6' CORD. MV-1: WATTS SERIES MMV MIXING VALVE, 3/4" LINE SIZE. MIXING VALVE SHALL CONFORM TO ASSE 1017, ASSE 1069 & ASSE 1070. ET-1. EXPANSION TANK, AMTROL THERMAL EXPANSION TANK MODEL ST.-5. VALVES: GATE VALVE WATTS SERIES B-3000, CHECK VALVE WATTS SERIES B-5000, BALL VALVE WATTS SERIES B6080 OR 86081 FULL PORT. ALL VALVES 1 /2" TO 2" BRONZE BODY. VALVES SHALL CONFORM TO NSF/ANSI 61. RPZ-1: WATTS MODEL 9190T, 3/4", STATE OF WASHINGTON APPROVED RELIEF VALVE: WATTS REGULATING CO. MODEL 10L T&P RELIEF VALVE SHALL CONFORM TO ANSI Z21.22. FULL SIZE TEMPERATURE PRESSURE RELIEF VALVE, DRAIN PER LOCAL CODE do LANDLORD'S CRITERIA, TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. VACUUM RELIEF VALVE- SWy11 3/4° 1 C1 1 PP 3/4, ./ <ooe y I 4. SUBMIT APPROVED SPRINKLER PIPING DRAWINGS (WORKING PLANS, PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS, IF 5. SPRINKLER SHOP DRAWINGS A14D SUPPORTING CALCULATIONS MUST BE SUBMITTED TO AND APPROVED BY LANDLORD'S INSURANCE CARRIER. CONTACT THE CENTER'S ON -SITE REPRESENTATIVE FOR LANDLORD'S INSURANCE CARRIER PLAN REVIEW CONTACT, MAILING ADDRESS AND SUBMITTAL REQUIREMENTS. 6. VERIFY WITH MALL OPERATIONS MANAGER REGARDING TENANT SPRINKLER 7. TENANT IS LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORD'S FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT INSPECTIONS. 8. COORDINATE WORK WITH OTHER TRADES. COSTS FOR REWORK CAUSED BY LACK OF COORDINATION WITH OTHER TRADES SHALL BE BORNE BY THE CONTRACTOR. 9. EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED TO MEET THE NEEDS OF THE STORE. 10. EXISTING SPRINKLER HEADS ARE LOCATED AT 16' AFF IN THE STOCK ROOM AND 11'-10" IN THE SALES AREA. 11. ALL EXISTING SPRINKLER HEADS SHALL BE REPLACED WITH FULLY RECESSED PENDENT TYPE HEADS COVERED WITH METAL PLATES FINISHED TO MATCH ADJACENT CEILING SURFACE. 12. IN THE RETAIL AREA, NEW SPRINKLER HEADS SHALL BE LOCATED IN THE CENTER OF THE NEAREST CEILING TILE. COORDINATE HEAD HEIGHT WITH ARCHITECTURAL DRAWINGS. 13. EMPLOY LANDLORD'S APPROVED CONTRACTOR FOR ALL SPRINKLER WORK. / 3/4. "0000' / 3IA" . 3/4/ PROVIDE STEEL SUPPORT STRUCTURE FOR WATER- / HEATER TO MOUNT ABOVE MOP SINK. OPERATING 1/3>.-' �/2- / /� WEIGHT 300 L.B. SEE ARCHITECTURAL FOR MOUND • • PROVIDE A WATER TIGHT, GALVANIZED STEEL PAN, 1/2' MIN 2- DEEP X 24 GA., BELOW WATER HEATER. 1' /.' �. MIN DIA DRAIN PER LOCAL CODE AND LANDLORD'S / 11/2. � CRITERIA. TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. PROVIDE R-10 INSULATION Q UNDER TANK PER WASHINGTON STATE ENERGY COL �. 1/2' \ � �' PROVIDE HEAT TRAPS ON SUPPLY AND DISCHARGE I � � PER WASHINGT�V STATE ENERGY CODE. ol V � WED FOR OWE ANCE ►� a­cr SEP 2 4 2015 city of TukvAla BUILDING DIVISION RECEIVED CITY OF TUKWIL A DATE: 09/08/2015 JOB NO: 395-008 SCALE: AS NOTED CHECKED: 09/08/2015 C0 2015 A&E NATIONAL, INC. RIGHTED AND ARE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND DESIGNED FOR CONSTRUCTION BY A & E NATIONAL, INC. AND ARE INTENDED FOR NO OTHER PURPOSE. PERMISSION FOR USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT WRITTEN CONSENT OF A & E NATIONAL, INC. IS PROHIBITED. A & E NATIONAL, INC. & E NATIONAL, INC. 1812 NORTH 2O3rd STREET ELKHORN, NE 68022 PH: 402-614-4434 STAMP EI(PiRES i Z3' Z�1 g WESTFIELD SOLITHCENTER 2800 SOUTHCENTER MALL, SPACE 652 TUKWILA, VITA 98188 SUBMITTAL TENANT REVIEW BID SET At PERMIT SET QPLUMBING REVISIONS A3 MECHANICAL REVISIONS QBUILDING REVISIONS PLUMBING RISERS 07/29/2015 08/06/2015 08/10/2015 09/04/2015 09/04/2015 09/08/2015 1 PLUMBING RISERS P1.1 SEP 11 2015 PERMIT CENTER SHEET NUMBER an