Loading...
HomeMy WebLinkAboutPermit PG18-0090 - PANDORA JEWELERS INC - WASTE AND VENT PIPING, WATER HEATERS, LAVATORY, WATER CLOSET ETCThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 18-0090 PANDORA JEWELERS 291 SOUTHCENTER MALL THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemptio (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION defExplanatory Description S a u el ule DR1 Personal Information — Social Security Numbers Generally — 5 U.S.C. sec. 552(a); RCW 42.56.070(1) The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those individuals' privacy pursuant to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. 5 U.S.C. sec. 552(a); RCW 42.56.070(1) 14 DR2 Personal Information — Financial Information — RCW 42.56.230(4 5) Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration dates, or bank or other financial account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. RCW 42.56.230(5) DR3 Personal Information — Driver's License. — RCW 42.56.230 (7a & c) Redactions contain information used to prove identity, age, residential address, social security number or other personal information required to apply for a driver's license or identicard. RCW 42.56.230 (7a & c) DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW 42.56.070(1) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. RCW 5.60.060(2)(a); RCW 42.56.070(1) PANDORA JEWELERS INC 291 SOUTHCENTER MALL PGI 8-0090 Parcel No: Address: Project Name: f1 �f. 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.eov PLUMBING/GAS PIPING PERMIT 9202470010 Permit Number: PG18-0090 291 SOUTHCENTER MALL PANDORA JEWELERS INC Issue Date: 7/23/2018 Permit Expires On: 1/19/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , C'.ARLSBAD, WA, 92013 JOHN KILDARE 10914 32 ST E , EDGEWOOD, WA, 98372 PLUMBING EXPRESS INC PO BOX 2226 , SUIVINER, WA, 98390 PLUMBEI98600 Phone: (253) 255-1828 Phone: (253) 826-4621 Expiration Date: 9/20/2018 DESCRIPTION OF WORK: REMOVAL OF EXISTING TENANT SPACE WITHIN SOUTHCENTER MALL FOR NEW TENANT. NEW WATER, WASTE AND VENT PIPING WITH (2) NEW WATER HEATERS, (1) LAVATORY, (1) WATER CLOSET AND (1) SINK Valuation of Work: $12,200.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $209.65 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 (..?‘"/ Date: —7—,:13-1 J-1 v 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 co ditions attached to this permit. Signature: Date: 7a3 --/k Print Nam • N,\c.) w. K.1 ci 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 gauge. 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 TUKWW.,A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit NoR11 ooq 0 Project No. Date Application Accepted: Date Application Expires: 1 1 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Westfield South Center Mall, King Co Assessor's Tax No.: 9202470010 291 South Center Mall; Suite 668; Tukwila, WA 98188 Suite Number: 668 Floor: 1 Tenant Name: Pandora Jewelers Inc. PROPERTY OWNER Name: Westfield Corp; Emily Yee, Tenant Coordin. Address: 4905 Old Orchard Center, Suite 060 City: Skokie State: IL Zip: 60077 CONTACT PERSON — person receiving all project communication Name: `� Vati,„1/4.. k. /,/tG-�_ Address: %O,/ y 3Z h 61- C City:i4 Z_�r.,c� d Stater ,^ Zip: Q • /* /if r Phone: Fax 253 ass�$2t� :a5-39C3v S36 Email: . ( ^^ ' t' fi t4.1 2 iaexile Sc; wt ..(, ,6Mt-(LG 'A ET— New Tenant: U( Yes ❑ .. No PLUMBING CONTRACTOR INFORMATION Company Name: nj b 1 4 ca f rcS S n t Address: ,p0 Qot �, w City:�J State7:>4 �/ Zihr) .A. vt v% ,c /^ iA.� /OJ / 6 Phone:az-3 &33 42eax: .5'3. 96y 6,3,84 Contr Reg No.:po 01 isitieecid p Date: ©'2&—>8 NO_ Tukwila Business License No.: evs _ 014,7 2 4, Valuation of Project (contractor's bid price): $ 4;200 Scope of Work (please provide detailed information): Remodel of existing tenant space within Southcenter mall for new tenant. New water, waste, and vent piping with (2) new water heaters, (1) lavatory, (1) water closet, and (1) sink. Building Use (per Int'l Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: H: Applications"Forms-Applications On Linen.201 I Applications?Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantic d'elow: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap 0 Sinks 1 Rain water system — per drain (inside building) 0 Grease interceptor for commercial kitchen (>750 gallon capacity) 0 Each additional medical gas inlets;outlets greater than 5 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 0 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (.er ]head) 0 Lavato 1 Urinal 0 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment 0 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller 0 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow 0 .rotections over 5 Fixture Type Qty Clothes washer, domestic 0 Food -waste grinder, commercial 0 Wash fountain 0 Water closet 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of drainage or vent piping (3 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 0 Gas piping outlets 0 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 0 Receptor, indirect waste 0 Building sewer and each trailer park sewer 0 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R R�AAUTHO D AGENT: C� Signature: /t Date: 7 I% -i t� Print Name: j- LeN X t c cv'L— Day Telephone: ds'3 /8z. e ti )r w ©o e� �,t� i ,8.� V City Mailing Address: / 611 /'% 2c S G H:,.ApplicationsForms-Applications On Line'2011 Applications'Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh State Zip Page 2 of 2 / Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $209.65 PG18-0090 Address: 291 SOUTHCENTER MALL Apn: 9202470010 $209.65 Credit Card Fee $6.11 Credit Card Fee R000.369.908.00.00 0.00 $6.11 PLUMBING $195.71 PERMIT FEE R000.322.100.00.00 0.00 $123.42 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $39.14 TECHNOLOGY FEE $7.83 TECHNOLOGY FEE 4917 R000.322.900.04.00 0.00 $7.83 $209,65 TOTAL FEES PAID BY RECEIPT: Ri Date Paid: Wednesday, July 11, 2018 Paid By: PLUMBING EXPRESS Pay Method: CREDIT CARD 03750G Printed: Wednesday, July 11, 2018 3:17 PM 1 of 1 '*/1(` .; YSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/11/2018 03:16:45 PM CREDIT CARD SALE VISA CARD NUMBER: **********0887 K TRAN AMOUNT: $209.65 APPROVAL CD: 03750G RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy bans ://classic.convergopay .comNirtualMerchant/transaction.do?dispatchMethod=printTra... 7/1 1 /20 1 8 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/11/2018 03:16:45 PM CREDIT CARD SALE VISA CARD NUMBER: **********0887 K TRAN AMOUNT: $209.65 APPROVAL CD: 03750G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethocil=printTra... 7/1 1 /20 1 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. PtI -0070 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 pec : Pri—ek&A- T Type of inspection: LUir�t j° F+nAL- ' ,Cai 1ted: r. I t..?o K Address: 29 c.; V a(.L Special Instructions: Date Wanted:: n 9—il"y0`� a.m. p.m. Requester: Phone No: Approved per applicable codes. 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. INSPECTION RECORD Retain a copy with permit N PECTION 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 oo Pio.lect: 1-Covii arc 3 etdebers T, so• of Ins - & • ion: "tit) PitkerA, Address: 5 1d4 -c4 IN6A D•te Ca.0 : ,a special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto73 A Date: 7.13/... zei REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CPERMIT COORD COPY c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0090 PROJECT NAME: PANDORA JEWELERS INC SITE ADDRESS: 291 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 07/11/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ar A'WC'-7-11?-4 Building Division II Fire Prevention LI Planning Division DIV\ A)//i— Public Works 11 Structural ri Permit Coordinator n PRELIMINARY REVIEW: Not Applicable T (no approval/review required) DATE: 07/12/18 Structural Review Required REVIEWER'S INITIALS: DATE: F APPROVALS OR CORRECTIONS: Approved LI Corrections Required (corrections entered in Reviews) DUE DATE: 08/09/18 Approved with Conditions Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 StaffInitials: 12/18/2013 PLUMBING EXPRESS INC Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance PLUMBING EXPRESS INC Owner or tradesperson Principals KILDARE, JOHN THOMAS, PRESIDENT KILDARE, KRISTI KYLE, VICE PRESIDENT Doing business as PLUMBING EXPRESS INC Page 1 of 3 Search I_&t A -Z Index Help My I & Workplace Rights Trades & Licensing PO BOX 2226 SUMNER, WA 98390 253-8264621 PIERCE County WA UBt No. Business type 602 226 682 Corporation Governing persons JOHN THOMAS KILDARE KRISTI KYLE KILDARE; 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. PLUMBEI98600 Effective — expiration 09/20/2002— 09/20/2018 Bond .......... No bond accounts during the previous 6 year period'. Insurance AMERICAN FIRE & CASUALTY CO $1,000,000.00 Policy no. BKA54313254 Received by L&1 Effective date 11/15/2017 01/01/2011 Expiration date 01/01/2019 Savings (in Lieu of bond) $6,000.00 Received by L&I Effective date 11/01/2013 11/01/2013 Release date Impaired date N/A N/A Savings account ID Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW 7/23/2018 PLUMBING EXPRESS INC Savings history Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LW Tax debts Na 1.8.1 fax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PPEJP00927 Issue date 01/10/2018 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Mr. Jody W. Kildare Infraction no. PZETD00767 Issue date 09/15/2014 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed Jody William Kildare plumber trainee to install ABS waste pipe, installing drain pipe when expired, expired on 5/3/2014 Satisfied RC VV/VVAC 18.106.020 Violation amount $250.00 Satisfied RCWNVAC 18.106.020 Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 890,729:41, Doing business as PLUMBING EXPRESS INC Estimated workers reported Quarter 2 of Year 2018 "1 to 3 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@lni.wa.gov Track this contractor 0 Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Page 2 of 3 Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI=6022266828LLIC=PLUMBEI98600&SAW= 7/23/2018 SEAN 0. EISLER PLUMBING SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. ANNOTATION PIPING 1 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION STANDARD MOUNTING HEIGHTS PLUMBING (AFF, AFG, UNLESS NOTED OTHERWISE) REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. ADA ACCESSIBLE DRINKING FOUNTAIN ADA ACCESSIBLE LAVATORIES ADA ACCESSIBLE SHOWER VALVES ADA ACCESSIBLE TUB VALVES ADA ACCESSIBLE URINALS ADA ACCESSIBLE WATER CLOSET ADA ACCESSIBLE WATER COOLER ADULT STANDARD DRINKING FOUNTAIN ADULT STANDARD WATER COOLER CHILD STANDARD DRINKING FOUNTAIN CHILD STANDARD WATER COOLER CHILD URINAL CLINIC SERVICE SINKS JANITOR'S SINK FAUCET FITTINGS HOSE BIBBS ICE MAKER OUTLET BOXES LAVATORY OR SINK NON FREEZE HYDRANT SHOWER HEADS SHOWER VALVES STANDARD URINALS SURGEON'S SCRUB -UP SINKS TUB VALVES WASHING MACHINE OUTLET BOXES WATER CLOSET 17" FLOOR TO RIM 34" FLOOR TO RIM 38" MINIMUM TO 48" MAXIMUM FLOOR TO CENTERLINE CENTER BETWEEN GRAB BAR AND TUB RIM 17" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35" FLOOR TO RIM 41" FLOOR TO RIM 41" FLOOR TO RIM 30" FLOOR TO RIM 30" FLOOR TO RIM 14" FLOOR TO RIM 30" FLOOR TO RIM 42" FLOOR TO CENTERLINE 36" AFF TO CENTERLINE 24" FLOOR TO CENTER OF BOX 31" FLOOR TO RIM 18" AFG TO CENTERLINE 6'-6" MEN & 6'-0" WOMEN FLOOR TO CENTERLINE 48" MEN & 42" WOMEN FLOOR TO CENTERLINE 22" FLOOR TO RIM 35" FLOOR TO FRONT RIM 32" FLOOR TO CENTELINE 42" FLOOR TO RIM 15" FLOOR TO RIM ABBREVIATIONS AFF AFG AHU BFF BFG BOP BOS BTU CPVC ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT BELOW FINISHED FLOOR BELOW FINISHED GRADE BOTTOM OF PIPE BOTTOM OF STRUCTURE BRITISH THERMAL UNIT CHLORINATED POLYVINYL CHLORIDE DN DOWN DFU DRAINAGE FIXTURE UNIT DS DOWNSPOUT ETR EWC FD FFA FFB FF FL FLA FLR GPM HD IE IN WC JB J-BOX kW MAU MAX MBH EXISTING TO REMAIN ELECTRIC WATER COOLER FLOOR DRAIN FROM FLOOR ABOVE FROM FLOOR BELOW FINISHED FLOOR FLOW LINE FULL LOAD AMPS FLOOR GALLONS PER MINUTE HEAD, HUB DRAIN INVERT ELEVATION INCHES OF WATER COLUMN JUNCTION BOX JUNCTION BOX KILOWATT MAKE-UP AIR UNIT MAXIMUM 1000 BTU PER HOUR MH MIN N/C N/O ORD PDI PVC PRV RD RPM RTU SF MANHOLE MINIMUM NORMALLY CLOSED NORMALLY OPEN OVERFLOW ROOF DRAIN PLUMBING DRAINAGE INSTITUTE POLYVINYL CHLORIDE PRESSURE REDUCING VALVE ROOF DRAIN REVOLUTIONS PER MINUTE ROOFTOP UNIT SQUARE FEET, SUPPLY FAN SP SUMP PUMP SS STAINLESS STEEL, SANITARY SEWER, SOIL STACK TDH TFA TFB TYP UL INC. UNO UPS V VCP VS VTR W/ W/O WC WS WSFU TOTAL DYNAMIC HEAD TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VOLT(S) VITRIFIED CLAY PIPE VENT STACK VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK WATER SUPPLY FIXTURE UNIT SCW 140° T S - S W DOMESTIC COLD WATER (CW) SOFTENED COLD WATER (SCW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) 140° DOMESTIC HOT WATER (140°) TRAP PRIMER LINE (T) SOIL PIPING - ABOVE FLOOR (S) SOIL PIPING - BELOW FLOOR (S) WASTE PIPING - ABOVE FLOOR (W) - W - WASTE PIPING - BELOW FLOOR (W) GW GREASE WASTE - ABOVE FLOOR (GW) - - -GW- - - GREASE WASTE - BELOW FLOOR (GW) ST STORM DRAIN - ABOVE FLOOR (ST) - - - -ST- - - - STORM DRAIN - BELOW FLOOR (ST) OST OVERFLOW STORM DRAIN - ABOVE FLOOR (OST) - - -VBG- - - VENT BELOW GRADE (VBG) - - -VBF- - - VENT BELOW FLOOR (VBF) ID INDIRECT DRAIN (ID) CDH CONDENSATE DRAIN - HIGH EFFICIENCY RTU (CDH) CD CONDENSATE DRAIN (CD) ACD AUXILIARY CONDENSATE DRAIN (ACD) SPD SUMP OR SEWAGE PUMP DISCHARGE (SPD) G NATURAL GAS (G) - - - -G- - - - NATURAL GAS ON ROOF (G) MPG MEDIUM PRESSURE NATURAL GAS (MPG) - - -MPG- - - MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG) NPW NON POTABLE WATER (NPW) LPG LIQUIFIED PETROLEUM GAS (LPG) WS WATER SERVICE (WS) FP FIRE PROTECTION (FP) PD CONDENSATE PUMP DISCHARGE (PD) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN V VENT PIPING (V) AW ACID WASTE - ABOVE FLOOR (AW) - - - -AW- - - - ACID WASTE - BELOW FLOOR (AW) AV ACID VENT (AV) CA COMPRESSED AIR (CA) SQUARE FLOOR DRAIN (FS), SIZE & TYPE ROUND FLOOR DRAIN (FD), SIZE & TYPE (6) ROOF DRAIN (RD), SIZE & TYPE iA BALL VALVE D�4 CONTROL VALVE D4 SHUTOFF VALVE PV CHECK VALVE t3Z1 BALANCING VALVE WITH PRESSURE PORTS WATER METER I I STRAINER I,I STRAINER WITH BLOWOFF RELIEF/SAFETY VALVE SOLENOID VALVE PRESSURE REDUCING VALVE Dll6 GAS PRESSURE REGULATOR del THERMOSTATIC MIXING VALVE BACKFLOW PREVENTER PRESSURE GAUGE THERMOMETER UNION FLANGE CONNECTION HOSE BIBB (HB) NONFREEZE WALL HYDRANT (NW) I MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE I CLEANOUT CAP J-II WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) QO EXTERIOR CLEANOUT (ECO) ELBOW UP ELBOW DOWN TEE UP IC' TEE DOWN ELBOW UP WITH SHUT-OFF VALVE (SOV) ELBOW DOWN WITH SHUT-OFF VALVE (SOV) TEE UP WITH SHUT-OFF VALVE (SOV) ILI TEE DOWN WITH SHUT-OFF VALVE (SOV) "A" WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP DO P-TRAP 'Ti GAS COCK TRAP PRIMER �O TRAP PRIMER WITH DISTRIBUTION UNIT 9 10 I0 II IQ 2"V 4"S WC EWCO ?-4"S 4„W-, t-2"V P2.0 (TYP.) (TYP.) 2'V 2"V 1-1/2"V/2"W LAV WCO 4„W (FCO) SINK WCO 1-1/2"V/2"W PLUMBING WASTE AND VENT PLAN SCALE: 1 /4"=1'-0" 7 5 4 P2.0 (TYP.) 2.0 I WC WHA N 3/4"CW -+1,_ 3/4"CW P2.0 1 3 OP2.0 P2.0 (TYP.) (TYP.) (TYP.) WH-2 5 P2.0 PLUMBING DOMESTIC WATER PLAN SCALE: 1 /4"=1'-0" WHA O Southcenter Mall 2800 Southcenter Mall Suite 668 Tukwila, WA 98188 PERMIT SET: SCALE: DRAWN: CHECKED: PROJECT NO: 5.9.2018 10008.76 PLUMBING PLAN PLUMBING GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PROVIDE A CONSTRUCTION RECORD SET OF "AS -BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS, REFER TO SPECIFICATIONS. 3. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. OBTAIN A COPY OF THE LANDLORD'S REQUIREMENTS AND REVIEW PRIOR TO SUBMITTING BID. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PIPING INSTALLATION. 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 9. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. INSTALL EXPOSED PIPING TIGHT TO THE STRUCTURE, WALL OR CEILING AND AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. 10. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 11. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 12. INSTALL NO PLASTIC PIPE OF ANY KIND ABOVE SLAB INSIDE OR UNDER THE BUILDING. INSTALL NO PLASTIC PIPE IN THE CEILING RETURN AIR PLENUM. 13. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 14. CLEAN FAUCET AERATORS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 15. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 16. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT INSTALL PIPING OVER ELECTRICAL PANELS. 17. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 18. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. PLUMBING PLAN NOTES: 1. CONNECT NEW 4" SANITARY PIPE TO EXISTING 4" SANITARY PIPE. FIELD VERIFY EXACT LOCATION, SIZE, INVERT AND FLOW DIRECTION PRIOR TO CONNECTION. COORDINATE CONNECTION WITH LANDLORD REPRESENTATIVE PRIOR TO BEGINNING WORK. 2. CONNECT NEW 2" VENT PIPE TO EXISTING VENT PIPE OF EQUAL OR GREATER SIZE. FIELD VERIFY EXACT LOCATION, SIZE AND CONDITIONS. COORDINATE CONNECTION WITH LANDLORD REPRESENTATIVE PRIOR TO BEGINNING WORK. 3. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 4. CONNECT NEW 3/4" COLD WATER PIPE TO EXISTING COLD WATER LINE OF EQUAL OR GREATER SIZE SERVING TENANT SPACE. FIELD VERIFY EXACT LOCATION, SIZE AND CONDITIONS. COORDINATE CONNECTION LOCATION AND REQUIREMENTS WITH LANDLORD. 5. MOUNT NEW INSTANTANEOUS WATER HEATER WH-1 BELOW LAVATORY PER MANUFACTURER'S RECOMMENDATIONS. 6. MOUNT NEW INSTANTANEOUS WATER HEATER WH-2 BELOW SINK PER MANUFACTURER'S RECOMMENDATIONS. FILE COPY Permit No. .)G c �-adao S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 QT 206 957 6400 QQ 206 957 6404 SEP117.\TE PERMIT i°.. QU R aD FOR: gi''Mechanicai aPElectrical 0 Plumbing LU'Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tu'mila Building Division NOTE: Revi3ic:3s will require a new plan submittal and may include additional plan review fees. Pal 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 acknowledged: By: Date: 7- a 3 - / City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL182018 VOL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 112018 PERMIT CENTER HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL (913) 742-5000 FAX (913) 742-5001 WWW.HENDERSONENGINEERS.COM 1850001509 WA. CORPORATE NUMBER: 1754 S 06/30/18 SECURE PIPE HANGER TO STRUCTURE (TYP) THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER SEAN 0. EISLER HOT PIPE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. INSULATED PIPE HANGER DETAIL NOT TO SCALE WHA WH-2 SINK WH-1 LAV HA)WC ' DOMESTIC WATER RISER DIAGRAM NOT TO SCALE CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT N T ' PRIMER WITH INTE '.• L VACUUM BREAKER PROVIDE COUPLING FLOOR DOMESTIC COLD WATER LINE CHASE OR UNDER FIXTURE. TO TRAP PRIMER OFF TOP TRAP PRIMER IN CHAS INSTALL PRIMER MI FLOOD RIM OF Fl PROVIDE DIST THAN ONE T I PLUMBING AKE BRANCH F THIS PIPE. R UNDER FIXTURE. UM SIX INCHES ABOVE RE BEING SERVED. UTION UNITS WHERE MORE IS SERVED BY A PRIMER. PRIMER AY BE LOCATED ABOVE CEILING WHER ACCESSIBLE. IF LOCATED IN A CHASE OR LL, PROVIDE A HINGED, LOCKABLE, R E COATED ACCESS DOOR IN AN ESSIBLE BUT INCONSPICUOUS PLACE. 1/2" TYPE "K" SOFT COPPER TU BELOW FLOOR SLAB WITHOUT JOINT`. SLOPE TOWARD FLOOR DRAIN T . PROVIDE 1/2" ELASTOMERIC INSULATIOFROM TRAP TO ABOVE FLOOR SLAB. >t' FLOOR DRAIN OR FLOOR SINK P-TRAP WITH TRAP IMER CONNECTION. DETAIL SHO S TRAP PRIMER INSTALLATION CONCEALED FOR P IC AREAS, SU' H AS TOILETS. IN NON-PUBLIC AREAS, SUCH AS FOOD SERVIC • R EQUIPMENT ROOMS, TRAP PRIMERS MAY BE INSTALLED THIS Y ALSO, OR IN EASILY -ACCESSIBLE, EXPOSED BUT INCON- SPIC SOUS LOCATIONS, THEREBY OMITTING THE ACCESS DOOR. IN LATION ONLY ABOVE GROUND ON M OR L COPPER TRAP PRIMER NO SCALE �WCO3 WC INSTANTANEOUS ELECTRIC WATER HEATER PER SPECIFICATIONS AND SCHEDULE. MOUNT TO WALL. INSTALL PER MANUFACTURER'S INSTRUCTION DISCONNECT SWITCH IS SPECIFIED IN DIVISION 26. WASTE & VENT RISER DIAGRAM NOT TO SCALE STEEL DECK TOP BEAM C-CLAMP IF STEEL BAR JOIST ADJUSTABLE BAND HANGER FOR PIPING 4" OR LESS ALL -THREAD ROD PROVIDE COPPER OR NON-METALLIC CLEVIS HANGER FOR COATING WHERE PIPE OVER 4" BARE COPPER PIPE f HANGERS CONTACT PROVIDE GALVANIZED STEEL SADDLE FOR ALL INSULATED PIPE LARGER THAN 3/4" AND VERIFY INSULATION SIZE WHEN SIZING HAIIGERS 0 PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN. DO NOT INSTALL HANGER INSIDE INSULATION' OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. HANGER SPACING FOR PIPE SIZE AND MATERIAL: COPPER: 4"=12' 3"=11' 2-112"=10' 2"=9' 1-1/2" =8' 1-1/4"=7' 1"=6' 3/4"=6' 1/2"=5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"= i2' 2-1/2"=11' 2"=10' 1-1/2"=9' 1"=7' 3/4"=6' 1/2"=5'. PIPE HANGER NO SCALE LAVATORY OR SINK AS SHOWN ON PLAN FLEXIBLE RISERS TO FIXTURE FAUCET PER SPECIFICATIONS ANGLE STOP VALVES ON TWO COLD WATER SUPPLIES FINISHED FLOOR REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS, AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. IF LAVATORY OR SINK IS TO BE ADA COMPLIANT, DO NOT MOUNT WATER HEATER TO ENCROACH ON ADA-REQUIRED SPACE. PROVIDE T&P RELIEF VALVE ON WATER HEATER OUTLET ONLY IF REQUIRED BY LOCAL AUTHORITIES, AND DISCHARGE WERE DIRECTED BY AUTHORITIES. INSTANTANEOUS WATER HEATER NOT TO SCALE PDI SIZE "A" INSTALL PER PDI STANDARDS AND MANUFACTURERS' INSTRUCTIONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4" 61-113 E 1-1/2" 114-154 F 2" 155-330 PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. (FCO) FLOOR CLEANOUT: JR SMITH, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, SQUARE, SECURED, NICKEL BRONZE ,TOP. #4051L(-F-C), SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR, APPLICATION(S), #4171 (-F-C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREAS(S), # 4211 (-F-C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED FLOOR AREA(S). REFER TO SPECIFICATIONS FOR INSTALLATION. ) ®IN: JR SMITH, 2010, CAST IRON FLOOR DRAIN WIT BRONZE ST s.i EMBRANE FLAS ► + - ' ROVIDE OUTLET WITH P-TRAP; OPTIONAL ROUND ARE4LRAiN,ER. CLEAN AND POLISH S�Ri-• a `" TER INSTALLATION. WALL -MOUNTED LAVATORY (ADA ACCESSIBLE): KOHLER # K-2032 "GREENWICH" 20-3/4" X 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND FRONT OVERFLOW. FAUCET: KOHLER # K15240-4-CP "CORALAIS" 4" CENTERSET, FAUCET WITH CHROME PLATED LEVER HANDLERS AND 0.5 GPM AERATOR. TRIM: McGUIRE # 155A GRID DRAIN WITH TAIL PIECE, McGUIRE # LF2165CCLK LEAD FREE BRASS LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE #8872CF 1-1/4" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTER ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR, AND PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. SINK: KOHLER "TOCCATA" MODEL #K-3348, 25" x 22" x 7-11/16" DEEP, SINGLE COMPARTMENT, SELF -RIMMING, 19 GAUGE STAINLESS STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. FAUCET: AMERICAN STANDARD "RELIANT" # 4205.104 4" CENTERSET FAUCET WITH SWIVEL PULL-OUT SPRAY SPOUT, METAL HANDLE, AND ESCUTCHEON PLATE. PROVIDE 1.0 GPM AERATOR. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 151M CUP STRAINER WITH 1-1/2" 17 GAUGE TAILPIECE, McGUIRE # 8912-C-F 1-1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. RIMER: PRECISION PLUMBING PRODUCTS VACUUM BREAKER. OF 12" ABOVE FINISHED FLOOR. PRF(ivlE RITE", SEALS, 1/2" INLET AND LVE AT A WATER CLOSET: ACCESIBLE FLOOR -MOUNTED WATER CLOSET: AMERICAN STANDARD # 2878.016 "YORKVILLE" TANK BACKOUTLET TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.1 GALLON PER FLUSH, AND CLOSE -COUPLED TANK WITH PRESSURE ASSISTED SIPHON JET ACTION. ULTRA LOW CONSUMPTION TYPE AND MEETS DEFINITION FOR HIGH EFFICIENCY TOILET (HET). INSTALL SIDE MOUNTED CHROME TRIP LEVER ON THE WIDE SIDE OF THE STALL. BOWL- #3703.001 LEFT HAND TRIP LEVER TANK: #4142.016 RIGHT HAND TRIP LEVER TANK: #4142.801. REFERENCE DRAWINGS FOR EXACT NUMBER OF RIGHT AND LEFT HAND TRIP LEVER TANK REQUIRED. TRIM- CHURCH # 9500SSCT WHITE OPEN -FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS, McGUIRE # LF2166CC LEAD FREE BRASS ANGLE STOP VALVE WITH RISER AND CHROME -PLATED ESCUTCHEON. PROVIDE WITH SUITABLE STACKFITTING FOR BACKOUTLET TOILET. (WCO) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM "0" RING SEALS, MEETING ASSE 1010 OR PDI WH-201. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. WATER HEATER: EEMAX # MT005240T, "ACCUMIX" INSTANTANEOUS, Ni CHROME REPLACEABLE CARTRIDGE TYPE HEATING ELEMENT WITH THERMOSTAT CONTROL FACTORY SET AT 105F, 4.8 KW INPUT, DERATED TO 3.6 KW, GLASS REINFORCED BODY, WHITE ABS COVER, 3/8" COMPRESSION INLET AND OUTLET, 0.3 GPM FLOW SWITCH, AND 0.5 GALLONS PER MINUTE AT A 64 DEGREE F TEMPERATURE RISE. MEETS UPC 413.1 WITH FACTORY INSTALLED THERMOSTATIC MIXING VALVE MEETING ASSE 1070.99% ENERGY EFFICIENT. ELECTRICAL REQUIREMENTS: 240 VOLT SINGLE PHASE, DERATED TO 17.3 FULL LOAD AMPS @ 208V. WATER HEATER: EEMAX #MT010240T, "ACCUMIX" INSTANTANEOUS, Ni CHROME REPLACEABLE CARTRIDGE TYPE HEATING ELEMENT WITH • THERMOSTAT CONTROL FACTORY SET AT 105F, 9.5 KW INPUT, DERATED TO 7.1 KW, GLASS REINFORCED BODY, WHITE ABS COVER, 318" COMPRESSION INLET AND OUTLET, 0.3 GPM FLOW SWITCH, AND 1.0 GALLONS PER MINUTE AT A 43 DEGREE F TEMPERATURE RISE. MEETS UPC 413.1 WITH FACTORY INSTALLED THERMOSTATIC MIXING VALVE MEETING ASSE 1070. 99% ENERGY EFFICIENT. ELECTRICAL REQUIREMENTS: 240 VOLT SINGLE PHASE, DERATED TO 34.7 FULL LOAD AMPS @ 208V. HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 5 — URINAL 5 — COUNTER SINK 1.5 1.5 LAVATORY 1.5 1.5 MOP BASIN 2.25 2.25 WATER COOLER .25 — WATER HAMMER ARRESTORS NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION Si Bi Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 QT 206 957 6400 Q 206 957 6404 Southcenter Mall 2800 Southcenter Mall Suite 668 Tukwila, WA 98188 PERMIT SET: SCALE: DRAWN: CHECKED: PROJECT NO: 5.9.2018 10008.76 RECEIVED CITY OF TUKWILA JUI, 1 1 2018 PERMIT CENTER PLUMBING SCHEDULE AND DETAILS HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL (913) 742-5000 FAX (913) 742-5001 WWW.HENDERSONENGINEERS.COM 1850001509 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/18 SEAN 0. EISLER Division 22: PLUMBING 1. GENERAL INSTRUCTIONS A. GENERAL REQUIREMENTS All requirements under Division 01 and the general and supplementary conditions of these specifications apply to this section and division. Where the requirements of this section and division exceed those of Division 01, this section and division take precedence. Become thoroughly familiar with all its contents as to requirements that affect this division, section, or both. Work required under this division includes all material, equipment, appliances, transportation, services and labor required to complete the entire system as required by the drawings and specifications, or reasonably inferred to be necessary to facilitate the function of each system as implied by the design and equipment specified. The specifications and drawings for the Project are complementary, and any portion of work described in one shall be provided as if described in both. In the event of discrepancies, notify the Engineer and request clarification prior to proceeding with the work involved. Drawings are graphic representations of the work upon which the contract is based. They show the materials and their relationship to one another, including sizes, shapes, locations, and connections. They convey the scope of work, indicating the intended general arrangement of the systems without showing all of the exact details as to elevations, offsets, control lines, and other installation requirements. Use the drawings as a guide when laying out the work and to verify that materials and equipment will fit into the designated spaces, and which when installed per manufacturers' requirements, will ensure a complete, coordinated, satisfactory, and properly operating system. B. DEFINITIONS Division: References contained in this specification follow the numbering system defined in the Construction Specifications Institute (CSI) MasterFomnat 2004 Edition. Specification Divisions 01 through 13 provided with this project may reference the CSI MasterFormat 1995 Edition. The corresponding division references between the 2004 Edition and 1995 Edition are as follows: 2004 Edition 1. Division 21 - Fire Suppression 2. Division 22 - Plumbing 3. Division 23 - HVAC 4. Division 26 - Electrical 5. Division 27 - Communications 6. Division 28 - Electronic Safety and Security 1995 Edition Division 15 Division 15 Division 15 Division 16 Division 16 Division 16 Furnish: "to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations." Install: "to perform all operations at the project site including, but not limited to, the actual unloading, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, testing, commissioning, starting up and similar operations, complete, and ready for the intended use." Provide: "to furnish and install, complete and ready for the intended use." Furnished by Owner (or Owner -Furnished) or Furnished by Others: "an item furnished by the Owner or under other divisions or contracts, and installed under the requirements of this division, complete, and ready for the intended use, including all items and services incidental to the work necessary for proper installation and operation. Include the installation under the warranty required by this division." Engineer: Where referenced in this division, "Engineer" is the Engineer of Record and the Design Professional for the work under this division, and is a consultant to, and an authorized representative of the Architect, as defined in the General and/or Supplementary Conditions. When used in this division, Engineer means increased involvement by and obligations to the Engineer, in addition to involvement by and obligations to the Architect. AHJ: The local code and/or inspection agency (Authority) Having Jurisdiction over the work. NRTL: Nationally recognized testing laboratory, as defined and listed by OSHA in 29 CFR 1910.7 (e.g., UL, ETL, CSA), and acceptable to the AHJ over this project. Nationally recognized testing laboratories and standards listed are used only to represent the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ and standards that meet the specified criteria. Substitution: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions include Value Engineering proposals. A Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. B Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. The terms "approved equal", "equivalent", or "equal" are used synonymously and shall mean "accepted by or acceptable to the Engineer as equivalent to the item or manufacturer specified". The term "approved" shall mean labeled, listed, or both, by an NRTL, and acceptable to the AHJ over this project. The term lead free refers to the wetted surface of pipe, fittings and fixtures in potable water systems that have a weighted average lead content of less than or equal to 0.25% per safe drinking water act as amended January 4, 2011 Section 1417. C. PREBID SITE VISIT Prior to submitting bid, visit the site of the proposed work and become fully informed as to the conditions under which the work is to be done. Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra compensation over and above the contract price. D. MATERIAL AND WORKMANSHIP Provide new material, equipment, and apparatus under this contract unless otherwise stated herein, of best quality normally used for the purpose in good commercial practice, and free from defects. Install material and equipment in accordance with the manufacturer's installation instructions. Model numbers listed in specifications or shown on the drawings are not necessarily intended to designate the required trim, written descriptions of the trim govern model numbers. Pipe, pipe fittings, pipe specialties and valves shall be manufactured in plants located in the United States or certified to meet the specified ASTM and ANSI standards. Work performed under this contract shall provide a neat and "workmanlike" appearance when completed, to the satisfaction of the Architect and Engineer. Workmanship shall be the finest possible by experienced mechanics. Installations shall comply with applicable codes and laws. The complete installation shall function as designed and intended with respect to efficiency, capacity, noise level, etc. Abnormal noise caused by rattling equipment, piping and squeaks in rotating components shall not be acceptable. Materials and equipment shall be of commercial specification grade in quality. Light duty and residential grade equipment shall not be accepted unless otherwise indicated. Remove from the premises waste material present as a result of his work, including cartons, crating, paper, stickers, and/or excavation material not used in backfilling, etc. Clean equipment installed under this contract to present a neat and clean installation at the termination of the work. Repair or replace public and private property damaged as a result of work performed under this contract to the satisfaction of authorities and regulations having jurisdiction. Provide all safety lights, guards, and warning signs required for the performance of the work and for the safety of the public. E. MANUFACTURERS In other articles where lists of manufacturers are introduced, subject to compliance with requirements, provide products by one of the manufacturers specified. Where a list is provided, manufacturers are listed alphabetically and not in accordance with any ranking or preference. Where manufacturers are not listed, provide products subject to compliance with requirements from manufacturers that have been actively involved in manufacturing the specified product for no less than 5 years. F. COORDINATION Coordinate work with that of other trades so that the various components of the systems are installed at the proper time, will fit the available space, and will allow proper service access to those items requiring maintenance. Components which are installed without regard to the above shall be relocated at no additional cost to the Owner. Unless otherwise indicated, General Contractor shall provide chases and openings in building construction required for installation of the systems specified herein. Contractor shall furnish the General Contractor with information where chases and openings when required. Contractor shall keep informed as to the work of other trades engaged in the construction of the project and shall execute his work in such a manner as not to interfere with or delay the work of other trades. Figured dimensions shall be taken in preference to scaled dimensions. Contractor shall take his own measurements at the building, as variations may occur. Contractor shall be held responsible for errors which could have been avoided by proper checking and verification. Provide materials with trim that will properly fit the types of ceiling, wall, or floor finishes actually installed. Model numbers listed in the specifications or shown on the drawings are not intended to designate the required trim. G. ORDINANCES AND CODES Work performed under this contract shall, at a minimum, be in conformance with applicable national, state and local codes having jurisdiction. Equipment furnished and associated installation work performed under this contract shall be in strict compliance with current applicable codes adopted by the local AHJ, including any amendments and standards as set forth by the following: 1. National Fire Protection Association (NFPA) 2. Underwriters Laboratories (UL) 3. Occupational Safety and Health Administration (OSHA) 4. American Society of Mechanical Engineers (ASME) 5. American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE) 6. American National Standards Institute (ANSI) 7. American Society of Testing Materials (ASTM) 8. Other national standards and codes where applicable. Where the contract documents exceed the requirements of the referenced codes, standards, etc., the contract documents shall take precedence. Where conflicts between various codes, ordinances, rules, and regulations exist, comply with the most stringent. Promptly bring all conflicts observed between codes, ordinances, rules, regulations, referenced standards, and these documents to the attention of the Architect and Engineer for final resolution. Contractor will be held responsible for any violation of the law. Procure and pay for permits and licenses required for the accomplishment of the work herein described. Where required, obtain, pay for, and furnish certificates of inspection to Owner. H. PROTECTION OF EQUIPMENT AND MATERIAL Store and protect from damage equipment and material after delivery to job site. For materials and equipment susceptible to changing weather conditions, dampness, or temperature variations, store inside in conditioned spaces. For materials and equipment not susceptible to these conditions, cover with waterproof, tear -resistant, heavy tarp or polyethylene plastic as required to protect from plaster, dirt, paint, water, or physical damage. Equipment and material damaged by construction activities shall be rejected and Contractor shall furnish new equipment and material of a like kind at his own expense. Keep premises broom clean of foreign material created during work performed under this contract. Piping, equipment, etc. shall have a neat and clean appearance at the termination of the work. Plug or cap open ends of piping systems while stored and installed during construction when not in use to prevent the entrance of debris into the systems. Keep the manufacturer -provided protective coverings on floor drains, floor sinks and trench drains during construction. Remove coverings at the termination of the work and polish exposed surfaces. I. SUBSTITUTIONS Materials, products, equipment, and systems described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by the proposed substitution. The base bid shall include only the products from manufacturers specifically named in the drawings and specifications. To request a substitution, request the Substitution Request Form from the Architect or Engineer. Complete and send the Substitution Request From for each material, product, equipment, or system that is proposed to be substituted. The burden of proof of the merit of the proposed substitution is upon the proposer. Unless stated otherwise in writing to the Engineer by the Contractor, Contractor warrants to the Engineer, Architect, and Owner the following: 1. Proposed substitution has been fully investigated and determined to meet or exceed the specified Work in all respects unless stated otherwise in the substitution request. 2. Proposed substitution is consistent with the Contract Documents and will produce indicated results, including functional clearances, maintenance service, and sourcing of replacement parts. 3. Proposed substitution has received necessary approvals of authorities having jurisdiction. 4. Same warranty will be furnished for proposed substitution as for specified Work. 5. If accepted substitution fails to perform as required, Contractor shall replace substitute material or system with that originally specified and bear costs incurred thereby. 6. Coordination, installation and changes in the Work as necessary for accepted substitution will be complete in all respects. No substitutions will be considered unless the Substitution Request Form is completed and attached with the appropriate substitution documentation. No substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the Engineer at least ten (10) calendar days prior to the date for receipt of bids. If the proposed substitution is approved prior to receipt of bids, such approval will be stated in an addendum. Bidders shall not rely upon approvals made in any other way. Verbal approval will not be given. No substitutions will be considered after the contract is awarded unless specifically provided in the contract documents. J. SUBMITTALS Assemble and submit for review shop drawings, material lists, manufacturer product literature for equipment to be furnished, and items requiring coordination between contractors under this contract. Provide submittals in sufficient detail so as to demonstrate compliance with these Contract Documents and the design concept. Prior to transmitting submittal, verify that the equipment submitted is mutually compatible and suitable for the intended use, will fit the available space, and maintain manufacturer recommended service clearances. If the size of equipment furnished makes necessary any change in location or configuration, submit a shop drawing showing the proposed layout. Transmit submittals as early as required to support the project schedule. Allow for two weeks Engineer review time, plus to/from mailing time via the Architect, plus a duplication of this time for resubmittal, if required. Only resubmit those sections requested for resubmittal. Submittals shall contain the project name, applicable specification section, submittal date, equipment identification acronym as used on the drawings, and the Contractor's stamp. The stamp shall certify that the submittal has been checked by the Contractor, complies with the drawings and specifications, and is coordinated with other trades. Manufacturer product literature shall include shop drawings, product data, performance sheets, samples and other submittals required by this division. Highlight, mark, list, or indicate the materials, performance criteria, and accessories that are being proposed. General product catalog data not specifically noted to be part of the specified product will be rejected and returned without review. Submittals and shop drawings shall not contain the firm name, logo, seal, or signature of the Engineer. They shall not be copies of the work product of the Engineer. If the Contractor desires to use elements of such product, refer to paragraph "Electronic Drawing Files" for prnned.'res to be used. Separate submittals according to individual specification sections. Illegible submittals will be rejected and returned without review. Catalog data shall be properly bound, identified, indexed and tabbed in a 3-ring binder. Each item or model number shall be clearly marked and accessories indicated. Label the catalog data with the equipment identification acronym or number as used on the drawings and include performance curves, capacities, sizes, weights, materials, finishes, wiring diagrams, electrical requirements and deviations from specified equipment or materials. For equipment with motor starters or VFDs, include short circuit current ratings. Mark out inapplicable items. Shop drawings will be returned without review if the above mentioned requirements are not met. Provide the quantity of submittals required by Division 01. If not indicated and hard -copy sets are provided, submit a minimum of six (6) copies. Refer to Division 01 for acceptance of electronic submittals for this project. For electronic submittals, Contractor shall submit the documents in accordance with the procedures specified in Division 01. Contractor shall notify the Architect and Engineer that the submittals have been posted. If electronic submittal procedures are not defined in Division 01, Contractor shall include the website, user name, and password information needed to access the submittals. For submittals sent by e-mail, Contractor shall copy the designated representatives of the Architect and Engineer. Contractor shall allow for the Engineer review time as specified above in the construction schedule. Contractor shall submit only the documents required to purchase the materials and/or equipment in the electronic submittal. The checking and subsequent acceptance of submittals by the Engineer and/or Architect shall not relieve the Contractor from responsibility for deviations from the drawings and specifications, errors in dimensions, details, size of members, or quantities, omissions of components or fittings; coordination of electrical requirements; and not coordinating items with actual building conditions and adjacent work. Proceed with the procurement and installation of equipment only after receiving approved shop drawings relative to each item. K. ELECTRONIC DRAWINGS In preparation of shop drawings or record drawings, Contractor may, at his option, obtain electronic drawing files in AutoCAD or DXF format on CD-ROM disk, DVD disk, flash drive, or direct download, as desired, from the Engineer for a shipping and handling fee of $200 for a drawing set up to 12 sheets and $15 per sheet for each additional sheet. Contact the Architect for written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing format. In addition to payment, written authorization from the Architect and release agreement form from the Engineer must be received before electronic drawing files will be sent. L. RECORD DRAWINGS (AS -BUILT DRAWINGS) During progress of the work in this division, Contractor shall maintain an accurate record of all changes made during the installation of the system. Upon completion of the work, accurately transfer all record information to three identical sets of the approved shop drawings. Insert one set into each copy of the manual described below. See Division 01 and General Conditions for additional information. M. OPERATION AND MAINTENANCE INSTRUCTIONS During the course of construction, collect and compile a complete brochure of equipment furnished and installed on this project. Include operational and maintenance instructions, manufacturer's catalog sheets, wiring diagrams, parts lists, approved submittals and shop drawings, warranties, and descriptive literature as furnished by the equipment manufacturer. Include an inside cover sheet that lists the project name, date, Owner, Architect, Engineer, General Contractor, Sub -Contractor, and an index of contents. Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect, for Engineer's review, at the termination of the work. Paper clips, staples, rubber bands, loose-leaf binding, and mailing envelopes are not considered approved binders. Final approval of systems installed under this contract shall be withheld until this equipment brochure is received and deemed complete by the Architect and Engineer. Instruct workmen to save required literature shipped with the equipment itself for inclusion in this brochure. Include record drawings as described above. Refer to Division 01 for acceptance of electronic manuals for this project. For electronic manuals, refer to paragraph "Submittals" for requirements. N. SPARE PARTS Furnish to Owner, with receipt, the spare parts for faucet washers and 0-rings, flushometer repair kits, and water closet tank repair kits for the fixtures furnished for this project. O. TRAINING At a time mutually agreed upon between the Owner and Contractor, provide the services of a factory trained and authorized representative to train Owner's designated personnel on the operation and maintenance of the equipment provided for this project. Provide training to include, but not be limited to, an overview of the system and/or equipment as it relates to the facility as a whole; operation and maintenance procedures and schedules related to startup and shutdown, troubleshooting, servicing, preventive maintenance and appropriate operator intervention; and review of data included in the operation and maintenance manuals. Submit a certification letter to the Architect stating that the Owner's designated representative has been trained as specified herein. Letter shall include date, time, attendees and subject of training. The Contractor and the Owner's representative shall sign the certification letter indicating agreement that the training has been provided. Schedule training with Owner with at least 7 days advance notice. P. WARRANTIES Warrant each system and each element thereof against all defects due to faulty workmanship, design, or material for a period of 12 months from date of Substantial Completion, unless specific items are noted to carry a longer warranty in the construction documents or manufacturer's standard warranty exceeds 12 months. Remedy all defects, occurring within the warranty period(s), as stated in the General Conditions and Division 01. Warranty shall include a guarantee of free circulation of liquids throughout the system as intended without leaks, excessive noise, or water hammer. Warranties shall include labor and material, including travel expenses. Make repairs or replacements without any additional costs to the Owner, and to the satisfaction of the Owner, Architect, and Engineer. Perform the remedial work promptly, upon written notice from the Engineer or Owner. At the time of Substantial Completion, deliver to the Owner all warranties, in writing and properly executed, including term limits for warranties extending beyond the one year period and any actions the Owner must take in order to maintain warranty status. Each warranty instrument shall be addressed to the Owner and state the commencement date and term. 2. GENERAL MATERIALS AND INSTALLATION A. BUILDING OPERATION Comply with the schedule of operations as outlined in the architectural portions of this specification. Building shall be in operation during normal workday hours. Accomplish work requiring interruption of building operation at a time when the building is not in operation and only with written approval of building Owner and/or tenant. Coordinate interruption of building operation with the Owner and/or tenant a minimum of seven (7) days in advance of work. B. EXISTING EQUIPMENT REUSE AND REMOVAL Provide items of plumbing systems modification required because of building remodeling, as noted on the drawings, or necessary for proper operation. Match existing materials and construction techniques when modifying existing systems. Coordinate requirements with general contractor and architect. Seal existing floor drains to be abandoned or not in use at completion of work gas -tight with plug. Clean P-trap of debris. Provide blank grate. Cover drains with floor material matching adjacent area in finished portions of the building. New floor drains shall be connected to the existing sanitary drainage system as shown on the drawings or as required. Saw -cut existing concrete floor as required to install new underfloor lines, and patch to match existing sub -floor. Refer to architectural specifications for finish floor patching requirements. Existing plumbing fixtures where indicated on the drawings to be reused shall be cleaned, repaired, provided with new washers, etc. As required to put them into good operating condition. Patch holes weather -tight in existing roofs caused by removal of plumbing items such as piping. Make connection of new pipe to similar existing waste, water and gas pipe using standard fittings and joining practices. C. EXCAVATION AND BACKFILLING Perform excavation and backfill required for installation of underground work under this contract. Trenches shall be of sufficient width. Crib or brace trenches to prevent cave-in or settlement. Do not excavate trenches close to columns and walls of new building without prior consultation with the Architect. Use pumping equipment if required to keep trenches free of water. Backfill trenches in maximum 6 inch layers of well -tamped dry earth in a manner to prevent future settlement. Excavation as specified herein shall be classified as common excavation. Common excavation shall comprise the satisfactory removal and disposition of material of whatever substances and of every description encountered, including rock, if any, •^,,,,, In the limits of the work as specified and shown on the drawings. Excavatio,, shall be performed to the lines and grades indicated on the drawings. Dispose of excavated materials that are considered unsuitable for backfill and surplus of excavated material which is not required for backfill to the satisfaction of the Architect. D. UTILITY CONNECTIONS Provide utility connections required and indicated on the drawings. Install interior and exterior connections to "mains" and existing service lines complete and functioning, in compliance with the requirements of the codes having jurisdiction and the serving utility involved. Verify the exact location of utility mains, service lines, and connection points requiring connection in the field prior to installation. Work in conjunction with the utility involved in the installation of services. Verify that installation will tie into the existing utility mains, service lines, and connection points at the indicated invert elevation point prior to installation. If the installation will not tie into the indicated invert elevation point while maintaining proper fall, notify the Architect and the Engineer so that an alternative may be determined. Provide service piping and accessories required to complete utility connections that are not furnished by the serving utility. Coordinate with the serving utility company regarding items furnished, work performed, and permits and inspections required. Pay associated fees or charges. E. COINCIDENTAL DAMAGE Repair materials shall match existing construction. Repair work shall meet all requirements of the Owner, local authorities having jurisdiction, and meet the satisfaction of the Architect. F. CUTTING AND PATCHING Conform to the requirements in Division 01. Cut walls, floors, ceilings, and other portions of the facility as required to install work under this division. Obtain permission from the Architect prior to cutting. Do not disturb structural members without prior approval from the Architect. Cut holes as small as possible. Patch walls, floors, and other portions of the facility as required by work under this division. Patching shall match original material and construction including fire ratings, if applicable. Repair and refinish areas disturbed by work to the condition of adjoining surfaces in a manner satisfactory to the Architect. G. ROUGH -IN Coordinate without delay all roughing -in with other divisions. Conceal piping, conduit, and rough -in except in unfinished areas and where otherwise shown. H. SUPPORT SYSTEMS Structural steel used for pipe supports, equipment supports, etc., shall be new and clean, and shall conform to ASTM designation A-36. Support plumbing equipment and piping from the building structure. Do not support plumbing equipment and piping from ceilings, other mechanical or electrical components, and other non-structural elements. I. PENETRATIONS Provide sleeves for pipes passing through above grade concrete or masonry walls, concrete floor or roof slabs. Sleeves are not required for core drilled holes in existing masonry walls, concrete floors or roofs. Provide 10 gauge galvanized steel sleeves for sleeves 6 inches and smaller. Provide galvanized sheet metal sleeves for larger than 6 inches. Schedule 40 PVC sleeves are acceptable for installation in areas without return air plenums. Seal elevated floor, exterior wall and roof penetrations watertight and weathertight with non -shrink, non -hardening commercial sealant. Pack with mineral wool and seal both ends with minimum of 1/2 inch of sealant. Seal around penetrations of fire rated assemblies. Coordinate fire ratings and locations with the architectural drawings. Refer to architectural specifications for fire stoppings. Provide a product schedule for UL listing, location, wall or floor rating and installation drawing for each penetration fire stop system. Extend pipe insulation for insulated pipe through floor, wall and roof penetrations, including fire rated walls and floors. The vapor barrier shall be maintained. Size sleeve for a minimum of 1 inch annular dear space between inside of sleeve and outside of insulation. Seal concrete or masonry exterior wall penetrations below grade with "wall pipes" and mechanical sleeve seals. Provide cast iron "wall pipes" with integral waterstop ring manufactured by Josam, Jay R. Smith, Wade, Watts or Zum. Provide modular mechanical sleeve seals, manufactured by Thunderline / Link Seal, Calpico, Inc. and Metraflex. Seal elevated concrete slab with water proof membrane penetrations with "wall pipes" and water proof sealant. Secure waterproof membrane flashing between "wall pipe" clamping flange and clamping ring. Provide cast iron "wall pipes" with integral waterstop ring manufactured by Josam, Jay R. Smith, Wade, Watts or Zum. Provide sleeves for horizontal pipe passing through or under foundation. Sleeves shall be cast iron soil pipe two nominal pipe sizes larger than the pipe served. Provide Schedule 40 PVC pipe sleeves for vertical pressure pipe passing through concrete slab on grade. Sleeves shall be one nominal pipe size larger than the pipe served and two pipe sizes larger than pipe served for ductile iron pipes with restraining rods. Seal water -tight with silicone caulk. Provide 1/2 inch thick cellular foam insulation around perimeter of non -pressure pipe passing thru concrete slab on grade. Insulation shall extend to 2 inches above and below the concrete slab. J. FIRESTOPPING Sealants and accessories shall have fire -resistance ratings indicated, as established by testing identical assemblies in accordance with UL 2079 or ASTM E 814, or other NRTL acceptable to AHJ. Manufacturers: Hilti, RectorSeal, Specified Technologies Inc., United States Gypsum Company, or 3M corp. Through and Membrane Penetration Firestopping Systems Product Schedule: Provide UL listing, location, wall or floor rating, and installation drawing for each penetration fire stop system. Where project conditions require modification to qualified testing and inspecting agency's illustrations for a particular firestopping condition, submit illustration, with modifications marked, approved by penetration firestopping manufacturer's fire -protection engineer as an engineering judgment or equivalent fire -resistance -rated assembly. Include qualifications data for testing agency. K. ELECTRICAL WIRING Line voltage wiring shall be provided by Division 26. Line voltage control and interlock wiring for plumbing systems shall also be provided by Division 26. Low voltage control wiring shall be provided by Division 23. Furnish wiring diagrams to Division 26 as required for proper equipment hookup. Coordinate with Division 26 the actual wire sizing amps for plumbing equipment (from the equipment nameplate) to ensure proper installation. L. EQUIPMENT FURNISHED BY OTHERS Provide necessary equipment and accessories that are not provided by the equipment supplier or Owner to complete installation of equipment furnished by others in locations as indicated on the drawings, specified herein, or both. Furnish and install roughed -in wastes, vents and water services. Provide final connection to kitchen equipment, furnished by others, in locations as indicated on the drawings. Provide accessory items that are required but not furnished with the equipment including traps, stop valves, PRVs, indirect drain from equipment to floor drains, and accessory items indicated or required for the proper operation of the complete system at the termination of the work. Contractor shall be responsible for correct rough -in dimensions and shall verify same with Architect and/or equipment supplier prior to service installations. M. SYSTEM TESTING AND ADJUSTING Upon completion of each phase of the installation, test each system in conformance with local code requirements and as noted below. Furnish labor and equipment required to test each system installed under this contract. Assume all costs involved in making the tests and repairing and/or replacing any damages resulting therefrom. Notify the Architect and the AHJ, three (3) working days prior to making plumbing system tests. Leave concealed work uncovered until the required tests have been completed, but if necessary due to construction procedure, tests on portions of the work may be made, and when satisfactory, the work may be concealed. Test piping before insulation is installed, and before backfill. Pipes, joints, flanges, valve stems, etc., shall be leak tight. Repair or replace system defects with new materials. Caulking of defective joints, cracks or holes will not be permitted. Repeat tests after defects have been eliminated. Make tests in the presence of the administrative authority and/or the Owner's authorized representative. Upon completion of the systems installation, and prior to acceptance by the Architect and Engineer, make general operating tests to demonstrate that equipment and systems are in proper working order, and are functioning in conformance with the intent of the drawings and specifications. As a part of these tests, open every water outlet to ensure complete system flushing, remove and clean faucet aerators, clean strainers, light pilot lights, and operate every piece of equipment furnished under this contract to demonstrate proper functioning. Test the drainage and vent system by plugging openings with test plugs, except those at the top of the stacks. Fill the system with water; test results will be satisfactory if the water level remains stationary for not less than one (1) hour. Subject the drainage and vent system to a pressure of at least ten (10) feet of water. If leaks develop, repair them and repeat the test. Test the domestic water system by filling it with water and then isolating the system from its source. Keep the system closed for a period of twenty-four hours with no fixture being used. The pressure differential for this test period shall not exceed 10 psig. Test water piping to a 125 PSI hydrostatic pi.ure. N. SEISMIC CONTROLS FOR MEPF SYSTEMS Seismic Protection Criteria: Risk/Occupancy Category: Site Soil Category: Seismic Design Category: Component Importance Factor: I, II or Ill Contractor's Seismic Engineer to Determine Contractor's Seismic Engineer to Determine Determined From ASCE 7-2010 The Contractor shall be responsible for determining the requirements for seismic bracing of mechanical, electrical, and plumbing systems. Seismic protection criteria used to determine seismic bracing requirements of all mechanical, electrical, and plumbing systems shall be determined by the applicable code adopted in the project jurisdiction. Where not already determined within the contract documents, the Contractor shall be responsible for contracting a licensed professional engineer to establish building site class, seismic design category, seismic zone, or any other criteria necessary to determine the requirements for seismic bracing on mechanical, electrical, and/or plumbing systems. Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13 (2010 or later edition). The Contractor shall determine the type and location of seismic bracing required for the mechanical, electrical, and plumbing elements shown on the drawings based on the established seismic criteria, the size and weight of the supported element, and the distance from structure of the supported element. The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 1. Seismic analysis listing all applicable seismic design criteria. 2. Descriptive catalog data of seismic bracing materials. 3. Shop drawings showing bracing type and location. 4. Installation details of all bracing used. 5. Calculations showing that the seismic restraints meet the seismic requirements. Shop drawings and calculations shall be signed and sealed by a registered professional engineer, licensed in the state of the project and employed by the manufacturer of the seismic bracing products. Calculations shall include dead loads, static seismic loads, and capacity of materials utilized for connections. Seismic bracing, restraints, isolators, and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. Approved manufacturers are: Amber/Booth Company, Inc., B-LinelTolco, ISAT, Kinetics Noise Control, Inc., Loos & Company, Inc., Mason Industries, Inc., Uni-strut, or Vibro-Acoustics. Each device shall have a pre -approval number from California OSHPD or other recognized government agency showing maximum restraint ratings. Seismic bracing measures to be applied to mechanical, electrical, and plumbing equipment/systems shall be installed in strict accordance with all applicable local, state, and/or federal codes as well as manufacturer's requirements. The most stringent criteria shall apply. All anchor connections to structure for support of mechanical and electrical equipment, regardless of the need for seismic restraints, shall be shown on shop drawings. REVIEWED FOR CODE COMPLIANCE I .,. APPROVED - JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 1 2018 PERMIT CENTER HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL (913) 742-5000 FAX (913) 742-5001 WWW.HENDERSONENGINEERS.COM 1850001509 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/18 SA BArch itects 2 Nickerson Street Suite 200 Seattle, WA 98109 QT 206 957 6400 Q 206 957 6404 Southcenter Mall 2800 Southcenter Mall Suite 668 Tukwila, WA 98188 PERMIT SET: SCALE: DRAWN: CHECKED: PROJECT NO: 5.9.2018 10008.76 PLUMBING SPECIFICATIONS SEAN 0. EISLER 3. PLUMBING PIPING A. PIPING MATERIALS Materials specified or noted on the drawings are subject to the approval of local code authorities. Verify approval before installing any material or joining method. Domestic Water (Cold): Domestic water piping installed above the floor slab inside the building shall be Type "L" hard temper copper tube with wrought copper fittings and soldered connections made up with 95/5 solder. Brazed mechanically formed tee connections (T-drill) may be used in copper lines where approved by code; connection shall be brazed joints made with AWS A5.8, BAg Silver filler metal. Interior Waste And Vent Below Slab: Waste and vent pipe below slab inside building shall be service weight cast iron soil pipe with hub and spigot fittings with neoprene gasket joints, meeting ASTM A74, manufactured by AB & I Foundry, Charlotte or Tyler pipe and bearing the trademark of the CISPI and NSF. Hubless waste and vent pipe is not permitted below base slab. Interior Waste and Vent Above Slab: Waste and vent pipe above slab inside building shall be hubless cast iron soil pipe and fittings, meeting ASTM A888 and CISPI 301, manufactured by AB & I foundry, Charlotte or Tyler pipe and bearing the trademark of the CISPI and NSF. Connections to Plumbing Fixtures and Equipment: 1-1/4 inch and larger waste connections from fixture traps to cast iron pipe shall be "DWV" copper with wrought copper drainage pattern fittings with copper sweat or compression joints at fixture trap connections and threaded joints at connections to cast iron pipe. Indirect and Condensate Drain Inside Building: Indirect and condensate drain pipe installed inside the building shall be Type "M" hard copper with wrought copper fittings for 1" and smaller and "DWV" copper with wrought copper drainage pattem fittings for 1-1/4" and larger hard temper copper tube and soldered connections made with 95/5 solder -install deanouts at elbows greater than 45 degrees. B. PIPING AND EQUIPMENT INSULATION Provide domestic cold water, hot water, indirect and condensate drain pipe (within building) with one-piece fiberglass insulation with all -service jacket with self-sealing lap to provide a continuous vapor barrier by Certainteed, Owens -Coming or Armstrong. Provide Insulation thickness as follows: 1" thick for cold piping 1" thick for condensate and auxiliary condensate piping 1" thick for hot water and hot water return piping 6" and smaller Provide 1 inch fiberglass insulation on vent piping within six feet of vent through the roof. Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases. Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases. Provide 2 inch thick, fiberglass insulation for water, sanitary, waste, or grease waste piping in unheated spaces where indicated on the drawings. For hot and cold water piping installed inside masonry units of walls, provide 1/2 inch flexible unicellular insulation by Armacell Insulate water heaters, storage tanks, hot water pumps, etc. that are not factory insulated. C. PIPING JOINTS Copper Tubing: Joints in hard temper tubing shall be soldered joints using lead-free 95/5 solder except where tubing is installed below grade or below the base slab, in which case joints shall be soldered with silver solder (Sil-Fos). Joints in soft temper copper tubing shall be of the flared type installed in compliance with the fitting manufacturer's recommendations. Threaded Steel Pipe: Threaded joints shall be full and clean, cut with not more than three (3) threads exposed beyond the fittings. Make joints tight with graphite base pipe joint compound, use joint compound for gas systems for gas piping (joint tape is not accepted).. No caulking, lamp -wick or other material will be permitted for correction of defective joints. Welded Steel Pipe: Welded joints shall be of the butt welded single "Vee" type. Bevel pipe at a 45 degree angle to within 1/16 inch of the inside wall, and build up the weld to one fourth greater depth than the pipe wall thickness. Welding shall be either electric or oxy-acetylene, performed in conformance with the ASME code for pressure pipe welding, and only by experienced certified welders. Cast Iron Pipe Below Grade: Joints in bell and spigot cast iron waste and vent pipe shall be neoprene compression gaskets, Tyseal or equal. Joints in hubless pipe below slab shall be ASTM C1540 and FM 1680, Anaco Husky #HD-2000, Clamp -All "Hi Torque" 80 in. Ib, Ideal Tridon "HD", Mission "Heavyweight" or ProFlo "HD". Cast Iron Pipe Above Grade: Joints in hubless pipe shall be standard CISPI 310 NSF certified by Anaco, Ideal, Misson or Tyler. Joints in storm piping, including connections to roof drains, shall be heavy duty couplings meeting ASTM C1540 and FM 1680, Anaco Husky #HD-2000, Clamp -All "Hi Torque" 80 in. Ib, Ideal Tridon "HD" or Mission "Heavyweight". Dissimilar Pipes Above Grade: Make connection of new waste pipe to new or existing dissimilar waste pipe using shielded transition couplings meeting ASTM C1460 with neoprene adapter gasket with stainless steel shield and hose clamps, Femco, Proflex 3000 Series or Mission Flexseal MR56 Series Dissimilar Pipes Below Grade: Make connection of new waste pipe to new or existing dissimilar waste pipe using shielded adapter couplings meeting ASTM C1173 with neoprene adapter gasket with stainless steel shield and hose clamps, Femco, 1056 Series or Mission Sewer Couplings. D. PIPING INSTALLATION General: Clean pipe thoroughly prior to installation. Ream ends of pipe to remove burrs. Cut pipe accurately to measurements taken on the job. Install with adequate clearance for installation of coverings where required. Pipe shall not be sprung or bent. Neatly align pipe, connect it securely, and support it from the building structure with hangers as specified below. Provide chrome -plated escutcheons on pipes passing through ceilings, floors or walls of finished spaces. Run pipes freely through floor and wall penetrations using pipe sleeves. Do not grout in place unless required for structural fire integrity. Install pipe concealed in finished spaces wherever possible. Use a dielectric union where ferrous and copper pipe connect. Dielectric union shall have a zinc -plated steel body, a threaded nylon insert, and insulating pressure gasket. No ferrous metal -to -copper connection made without insulating unions will be allowed. Hanger & Supports: Pipe hangers shall be as described in the specifications by B-Line or equal by Anvil, Michigan, Truscon, or Unistrut. Connect hangers to the structure with side beam connectors and all thread hanger rods. Provide engineered support struts between joists and other structural members as required to provide a rigid hanging installation. Do not hang pipes from other pipes, conduit or ductwork. Provide hanger rods and space hangers at intervals as specified in "hanger spacing". Provide support within 1 foot of each elbow and tee. Provide supports within 1 foot of each equipment connection. Provide two nuts on threaded supports to securely fasten the support. Install hanger types or supports for various piping as follows: Copper Tube: Adjustable band hangers for bare copper tube 3 inches and smaller shall be B-Line #B3170 CT copper plated adjustable band swivel ring type. Adjustable band hangers for insulated copper tube 3 inches and smaller shall be B-Line #B3170 NF adjustable band swivel ring type. Clevis hangers for insulated copper tube 4 inches and larger shall be B-Line #B3100 galvanized steel clevis type. Support exposed copper tube 2 inches and smaller to walls or in chases with B-Line #B3198RCT copper coated extension split ring pipe clamps, 3/8 inch threaded rod and B-Line #B3199CT ceiling flanges. Support copper tube in chases and walls at plumbing fixtures with plastic or copper brackets secured to structure and U-bolts sized to bare on the pipe. Riser clamps to support vertical copper tube shall be B-Line #B3373CT copper coated steel, cut insulation, seal vapor barrier, and attach to bare tube. Steel Pipe: Adjustable band hangers for 2 inch and smaller shall be B-Line #B3170 NF adjustable band swivel ring type. Clevis hangers for 2-1/2 inch and larger shall be B-Line #B3100 galvanized steel clevis type. Riser clamps to support vertical pipe shall be B-Line #B3373 galvanized steel. Cast Iron Pipe: Adjustable band hangers for 2 inch and smaller. Clevis hangers for 3 inch and larger shall be B-Line #B3100 galvanized steel clevis type. Riser clamps to support vertical pipe shall be B-Line #B3373 galvanized steel. Insulation Protection Shields: B-Line #B3151 of 18 gauge galvanized sheet metal. Shield shall cover half of the circumference of the pipe and shall be of length indicated by manufacturer for pipe size and thickness of insulation. Hanger Spacing, Rod Sizes & Connectors: Connect rods to steel beams or joists with B-Line #B3031 or #B3033 beam clamps as required. Connect rods to concrete with B-Line #3014 malleable iron single type inserts with malleable iron nut. Connect rods in wood construction with B-Line #B3058 side beam connectors. Hang and support piping with spacing and rod sizes as follows: Copper Tube: 1-1/2 inch and smaller - every 6 feet with 3/8 inch hanger rods; 2 inch - every 10 feet with 3/8inch hanger rods; 2-1/2 inch - every 10 feet with 3/8 inch hanger rods; 3 inch - every 10 feet with 1/2 inch rods, 4 inch - every 10 feet with 5/8 inch hanger rods. Support vertical copper tube every 10 feet. Steel Pipe: 1 inch and smaller - every 8 feet with 3/8 inch hanger rods; 1-1/4 inch through 2 inch - every 10 feet with 3/8 inch hanger rods; 2-1/2 inch and 3 inch - every 10 feet with 1/2 inch hanger rods, 4 inch - every 10 feet with 5/8 inch hanger rods. Support vertical steel pipe every 10 feet. Cast Iron Pipe: Every 10 feet and within 1 foot of each joint. 2 inch and smaller with 3/8 inch hanger rods; 3 inch with 1/2 inch hanger rods; 4 inch with 5/8 inch hanger rods; 6 inch with 3/4 inch hanger rods; 8 inch and larger with 7/8 inch hanger rods. Support vertical cast iron pipe every 15 feet. Below Ground Installation for Soil, Waste, and Storm: Install soil and waste piping to a uniform slope of not less than 1/8 inch per foot for piping 4 inch or larger, and not less than 1/4 inch per foot for piping 3 inch or smaller. Slope storm piping at 1/4 inch per foot. Lay pipe at uniform slope, free from sags, with hub end upstream. Make changes in direction from horizontal to vertical, at fixture branches and other branch connections with sanitary "tees" or short sweep "ells". Make changes in direction from vertical to horizontal or horizontal to horizontal with long radius fittings, long sweeping "ells", combination "Y and 1/8 bend" fittings, or 45 degree "ells" (1/8 bend fittings), 1/6 bend or 1/16 bend and "Y" fittings. Install pipe with the barrel of the pipe on firm, solid earth for its entire length, and excavate holes for the pipe bells. Lay pipe in a straight line and install with uniform grade to line with batten boards set not more than 24'-0" apart. Close open ends of pipe with a stopper when pipe laying is not in progress. Center spigots accurately in bells for uniform caulking. Provide a smooth and uniform invert in the system. Drilling or tapping of soil and waste lines, and saddle hubs and bands are not permitted. Locate and install soil and waste lines as indicated on the drawings. Determine exact locations in such a manner as to maintain proper clearance. Prior to installation of any building drain pipe, verify elevation of connection point of existing sewer, service line or existing tenant connections indicated on the drawings. If the installation will not tie into the indicated invert elevation point while maintaining proper fall, notify Architect so that an altemative may be determined. Above Ground Installation for Soil, Waste, and Storm: Install soil and waste piping to a uniform slope of not less than 1/8 inch per foot for piping 4 inch or larger, and not less than 1/4 inch per foot for piping 3 inch or smaller. Slope storm piping at 1/4 inch per foot. Lay pipe at uniform slope free from sags. Support pipe within 12 inches of each joint. Make changes in direction from horizontal to vertical, at fixture branches and other branch connections with sanitary "tees" or short sweep "ells". Make changes in direction from vertical to horizontal or horizontal to horizontal with long radius fittings, long sweeping "ells", combination "Y and 1/8 bend" fittings, or 45 degree "ells" (1/8 bend fittings), 1/6 bend or 1/16 bend and "Y" fittings. Provide a smooth and uniform invert in the system. Drilling or tapping of soil and waste lines, and saddle hubs and bands are not permitted. Locate and install soil and waste lines as indicated on the drawings. Determine exact locations in such a manner as to maintain proper clearance. Plumbing Vent: Connect plumbing vent pipes to fixture drain pipes as indicated on the drawings or as required by the installation practices adopted and enforced by local codes official, and extend vent pipes full size through the roof line. Grade pipe to a uniform slope so as to drain back by gravity to the drainage piping system. Vents passing through the roof shall be minimum 3 inch size except in tropical climates. Turn flashing down into stacks at least 2 inches, and extend flashing 24 inches in all directions from the pipe at the roof line. Vent lines shall be air and water tight. Domestic Water: Arrange cold, hot, and hot water recirculation piping to drain at the lowest point in each system. Install at least one pipe union adjacent to all shutoff valves, at connection points of each piece of equipment, and elsewhere in the system where required to allow proper maintenance. Provide unions of the ground joint type. Make allowance for expansion and contraction where required by the installation. Where water piping occurs in exterior walls, hold pipe as close as possible to the interior face of wall and install insulation batt or other insulation (minimum R-8) between piping and the exterior wall face. E. PIPING SANITIZATION Sanitize the entire domestic water piping system (cold, hot, and hot water return) with a solution containing not less than 50 ppm available chlorine. Keep solution in the system for a minimum of 24 hours, with each valve being operated several times during the period. After completion, flush system with city water until chlorine residual is lowered to incoming city water level. F. PIPE AND VALVE MARKERS Provide manufacturer's standard pre-printed, semi -rigid snap -on or permanent adhesive, pressure -sensitive vinyl pipe markers. Pipe markers shall be color -coded complying with ANSA A13.1. Install pipe markers on each plumbing piping system and include arrows to show normal direction of flow. Locate pipe markers and color bands wherever piping is exposed to view in occupied spaces, machine rooms, accessible maintenance spaces (shafts, tunnels, plenums) and exterior non -concealed locations. Provide plastic laminate or brass valve tag on every valve, cock and control device in each plumbing piping system; exclude check valves, valves within factory -fabricated equipment units, plumbing fixture faucets, convenience and lawn -watering hose bibbs, and shut-off valves at plumbing fixtures and similar rough -in connections of end -use fixtures and units. 4. PLUMBING SPECIALTIES A. WATER HAMMER ARRESTORS, AND TRAPS Provide water hammer arrestors at valves or batteries of fixtures as indicated on the drawings to prevent water hammer. Arrestors shall be Josam, Sioux Chief, Smith, Precision Plumbing Products, Proflo, Wade, Watts, or Zum, stainless steel bellows type, or 0-ring sealed and lubricated acetal piston. Install water hammer arrestors per the Plumbing and Drainage Institute (PDI) WH-201 installation instructions. Installation of arrestors at batteries of fixtures precludes the requirement for individual air chambers at each battery fixture. Submit certification that water hammer arrestors comply with NSF 61 Annex G and/or NSF 372. Provide water -seal traps on floor drains, fixtures and equipment with drain connections, including traps not furnished in combination with fixtures and equipment. Place trap as close to the fixture or drain as possible. Exposed traps in finished spaces shall be chrome -plated brass. Provide conventional "P" type trap, water -sealed self-cleaning design. Full "S" traps or trap standards shall be used only where specifically called for on the drawings or elsewhere in this specification. Trap water seals shall not be less than 2 inches, and deep seal traps shall be provided where specified or indicated. Each trap not integral with the fixture or floor drain or installed below the base slab shall be provided with an accessible cleanout of adequate size. Provide trap primers where required by code and where indicated on the drawings. B. CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS Cleanouts, floor drains and roof drains shall be by one manufacturer if possible. Acceptable manufacturers are Josam, Sioux Chief, Smith, Wade, Watts, and Zurn Provide long sweep fittings for cleanout extensions; short sweeps at start of runs or change in direction and combination wye and eight bend fittings in horizontal runs. Install cleanouts with a minimum of 18 inches clear all around, consult local codes for other requirements, for easy system maintenance. Install plug with Teflon joint compound. Floor Drains: As scheduled on the drawings. Wall Cleanouts: As scheduled on the drawings. Install wall cleanouts at points as noted on the drawings; at the foot of each soil, waste or interior downspout stack; at horizontal soil and waste branches longer than five feet not served by a floor cleanout; consult local codes for installation at specific fixture types. Install wall cleanouts above the flood rim of the fixture. served within four feet of the floor and install extensions from the cleanout tee to the wall to locate the plug within 2 inch of the wall where required. Install cleanouts on urinals and sinks where required by code. C. VALVES, STRAINERS, HOSE BIBBS, AND UNIONS Plumbing system valves shall be designed for 125 psi steam working pressure and 200 psi cold water pressure. Install valves on the hot and cold water lines at the water heater connections and other items of equipment, at branches from mains serving groups of fixtures, and at other places indicated or required by the installation to allow ease of future maintenance. Submit certification that valves, fittings and specialties comply with NSF 61 Annex G and / or NSF 372. Except for the following: Hose bibbs, hydrants, backflow preventers isolating irrigation or mechanical make-up systems, emergency mixing valves and trap primers. Ball Valves 2 inch and Smaller (may be used in lieu of gate valves up to 2 inch): Class 150, two piece lead free cast bronze body, with sweat ends, chrome plated bronze ball with conventional port, 600 psi, blow-out proof stem by Apollo # 70-LF-200, Hammond # UP8501, Milwaukee # UPBA-150. Unions: Ferrous unions shall be Crane or equal, combination iron and brass, ground joint with screwed ends. Copper unions shall be streamline or equal, cast bronze sweat type with ground joint. Ferrous to copper unions shall be universal controls or equal, dielectric type with threaded nylon insert. D. SYSTEM ACCESSORIES Trap primers shall be as specified on the drawings, Precision Plumbing Products "Prime Rite" or equal by Mifab or Sioux Chief with brass body and integral vacuum breaker. Provide distribution box where more than one trap is indicated to be primed on the drawings. Provide access panel where required. 5. PLUMBING FIXTURES AND EQUIPMENT A. PLUMBING FIXTURES Furnish and install commercial grade plumbing fixtures, see the drawings for quantities and descriptions. Provide china fixtures as scheduled by Kohler or approved equal by Gerber, American -Standard, Sloan Valve Co, Toto-Kiki or Zum. Provide Toccata stainless steel sink as scheduled by Kohler. Provide electric water coolers as scheduled by Elkay or approved equal by Acorn / Aqua, Halsey Taylor or Haws. Provide mop sinks as scheduled by Stern -Williams or equal by Acorn Engineering Co., Fiat or Florestone. Provide emergency equipment as scheduled by Bradley or equal by Chicago, Encon, Guardian, Haws or Speakman. Provide fixtures of same manufacturer where possible. Fixtures shown on the drawings or specified herein shall be furnished and installed, set firm and true, connected to required piping services, thoroughly cleaned, left clean and ready for use. Exposed fittings and piping at the fixtures shall be chrome -plated, and water supply piping shall be valved at each fixture. Vitreous china fixtures shall be of the best grade vitreous ware, without pit holes or blemishes, and the outlines shall be generally true. The engineer reserves the right to reject any pieces which, in his opinion, are faulty. Fixtures set against walls shall have ground backs and shall be caulked with silicone sealant of a matching color. B. PLUMBING FIXTURE TRIM Submit certification that faucets and trim comply with NSF 61 Annex G and / or NSF 372. Except for the following: Faucets not used for drinking water or cooking, shower valves and heads or flush valves. Fixture trim shall have the manufacturer's name stamped clearly and visibly on each item. Provide single lever handle faucets as scheduled on drawings by American Standard, Chicago, Delta -Commercial, Kohler or Symmons. Fixture P-traps shall be 17 gauge brass body with cleanout, 17 gauge seamless tubular wall bend with cast brass slip nut, shallow steel flange, all chrome plated by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo, Watts Brass and Tubular or Zurn. Lavatory, sink, and water closet supplies shall be solid brass angle or straight type with full turn brass stem, wheel handle, or loose key types as noted on drawings, shallow steel flange, 3/8 inch copper riser flange, all chrome plated, final connection as required by McGuire, Brass Craft, EBC, Proflo or Zum. Lavatory drains shall be grid type chrome plated 17 gauge brass open grid with 1-1/4 inch x 6 inch long seamless brass tailpiece and brass locknut with heavy rubber basin washer and fiber friction washer, by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo, Watts Brass and Tubular or Zum. Sink drains shall be basket type with chrome plated forged brass basket strainer and strainer body with 1-1/2 inch x 4 inch long seamless brass tailpiece and cast brass lock and coupling nuts by McGuire, Brass Craft, Dearborn Brass, EBC, Proflo or Zum. Provide handicap insulation kits for lavatories and sinks on exposed water and waste pipes and fittings, including offset drain and continuous waste covers where required by Brocar, McGuire, Plumberex "Pro-2000", Proflo, Trap -Wrap or Tru-Bro. Provide Smith, Josam, Wade, Watts, or Zum chair carriers for mounting wall mounted water closets and lavatories as described on the drawings. Securely fasten carriers to floor and test per manufacturer's recommendations prior to installation of partitions. C. WATER HEATER Water heater shall be Chronomite, Eemax, PVI or Steibel Eltron with capacity as scheduled on the drawings. Unit shall be wall -mounted, tankless, point -of -use type with thermostatic control, flow switch, completely pre -wired and jacket, UL approved. 6. ALTERNATES A. DESCRIPTION Refer to the architectural portion of the specification for list of alternates. Applicable sections of the base specifications shall apply to all work required by the alternate unless otherwise specified. Determine whether or not and how each altemate affects work. Include labor, materials, equipment, and transportation services necessary for and incidental to the completion of work under each particular alternate. Furnish separate bid for each alternate applicable to work, stating the amount to be added or deducted from the base bid END OF SECTION 22 REVIEWED FOR CODE COMPLIANCE .,, APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 1 2018 PERMIT CENTER HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL (913) 742-5000 FAX (913) 742-5001 WWW.HENDERSONENGINEERS.COM 1850001509 WA, CORPORATE NUMBER: 1754 EXPIRES 06/30/18 S ;J Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 QQ 206 957 6400 QF 206 957 6404 Southcenter Mall 2800 Southcenter Mall Suite 668 Tukwila, WA 98188 PERMIT SET: SCALE: DRAWN: CHECKED: PROJECT NO: 5.9.2018 10008.76 PLUMBING SPECIFICATIONS Division 21: AUTOMATIC SPRINKLER SYSTEM 1. GENERAL INSTRUCTIONS A. GENERAL REQUIREMENTS Requirements under Division 01 and the general and supplementary conditions of these specifications shall apply to this section and division. Where the requirements of this section and division exceed those of Division 01, this section and division take precedence. Become thoroughly familiar with all its contents as to requirements that affect this division, section, or both. Work required under this division includes all material, equipment, appliances, transportation, services, and labor required to complete the entire system as required by the drawings and specifications, or reasonably inferred to be necessary to facilitate the function of each system as implied by the design and the equipment specified. The specifications and drawings for the project are complementary, and any portion of work described in one shall be provided as if described in both. In the event of discrepancies, notify the Engineer and request clarification prior to proceeding with the work involved. Drawings are graphic representations of the work upon which the contract is based. They show the materials and their relationship to one another, including sizes, shapes, locations, and connections. They convey the scope of work, indicating the intended general arrangement of the systems without showing all of the exact details as to elevations, offsets, control lines, and other installation requirements. Use the drawings as a guide when laying out the work and to verify that materials and equipment will fit into the designated spaces, and which when installed per manufacturers' requirements, will ensure a complete, coordinated, satisfactory, and properly operating system. Refer to Division 22 for additional requirements that apply to this installation that are not written herein. B. DEFINITIONS Division: References contained in this specification follow the numbering system defined in the Construction Specifications Institute (CSI) MasterFormat 2004 Edition. Specification Divisions 01 through 13 provided with this project may reference the CSI MasterFormat 1995 Edition. The corresponding division references between the 2004 Edition and 1995 Edition are as follows: 2004 Edition 1. Division 21 - Fire Suppression 2. Division 22 - Plumbing 3. Division 23 - HVAC 4. Division 26 - Electrical 5. Division 27 - Communications 6. Division 28 - Electronic Safety and Security 1995 Edition Division 15 Division 15 Division 15 Division 16 Division 16 Division 16 Furnish: "to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation and similar operations." Install: "to perform all operations at the project site including, but not limited to, the actual unloading, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, testing, commissioning, starting up and similar operations, complete, and ready for the intended use? Provide: "to furnish and install, complete and ready for the intended use." Furnished by Owner (or Owner -Furnished) or Fumished by Others: "an item fumished by the Owner or under other divisions or contracts, and installed under the requirements of this division, complete and ready for the intended use, including all items and services incidental to the work necessary for proper installation and operation. Include the installation under the warranty required by this division." Engineer: Where referenced in this division, "Engineer" is the Engineer of Record and the Design Professional for the work under this division, and is a consultant to, and an authorized representative of the Architect, as defined in the General and/or Supplementary Conditions. When used in this division, Engineer means increased involvement by and obligations to the Engineer, in addition to involvement by and obligations to the Architect. AHJ: The local code and/or inspection agency (Authority) Having Jurisdiction over the work. NRTL: Nationally recognized testing laboratory, as defined and listed by OSHA in 29 CFR 1910.7 (e.g., UL, ETL, CSA), and acceptable to the AHJ over this project. Nationally recognized testing laboratories and standards listed are used only to represent the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ and standards that meet the specified criteria. Substitution: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions include Value Engineering proposals. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. The terms "approved equal", "equivalent", or "equal" are used synonymously and shall mean "accepted by or acceptable to the Engineer as equivalent to the item or manufacturer specified". The term "approved" shall mean labeled, listed, or both, by an NRTL, and acceptable to the AHJ over this project. C. PREBID SITE VISIT Prior to submitting bid, visit the site of the proposed work and become fully informed as to the conditions under which the work is to be done. Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra compensation over and above the contract price. D. MANUFACTURERS In other articles where lists of manufacturers are introduced, subject to compliance with requirements, provide products by one of the manufacturers specified. Where a list is provided, manufacturers are listed alphabetically and not in accordance with any ranking or preference. Where manufacturers are not listed, provide products subject to compliance with requirements from manufacturers that have been actively involved in manufacturing the specified product for no less than 5 years. E. COORDINATION Coordinate the connection of the fire sprinkler alarm devices to the fire alarm system or fire sprinkler monitoring panel as required. Coordinate work with that of other trades so that the various components of the systems are installed at the proper time, will fit the available space, and will allow proper service access to those items requiring maintenance. Components installed without regard to the above shall be relocated at no additional cost to the Owner. F. SUBSTITUTIONS Materials, products, equipment, and systems described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by the proposed substitution. The base bid shall include only the products from manufacturers specifically named in the drawings and specifications. To request a substitution, request the Substitution Request Form from the Architect or Engineer. Complete and send the Substitution Request From for each material, product, equipment, or system that is proposed to be substituted. The burden of proof of the merit of the proposed substitution is upon the proposer. Unless stated otherwise in writing to the Engineer by the Contractor, Contractor warrants to the Engineer, Architect, and Owner the following: 1. Proposed substitution has been fully investigated and determined to meet or exceed the specified Work in all respects unless stated otherwise in the substitution request. 2. Proposed substitution is consistent with the Contract Documents and will produce indicated results, including functional clearances, maintenance service, and sourcing of replacement parts. 3. Proposed substitution has received necessary approvals of authorities having jurisdiction. 4. Same warranty will be furnished for proposed substitution as for specified Work. 5. If accepted substitution fails to perform as required, Contractor shall replace substitute material or system with that originally specified and bear costs incurred thereby. 6. Coordination, installation and changes in the Work as necessary for accepted substitution will be complete in all respects. No substitutions will be considered unless the Substitution Request Form is completed and attached with the appropriate substitution documentation. No substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the Engineer at least ten (10) calendar days prior to the date for receipt of bids. If the proposed substitution is approved prior to receipt of bids, such approval will be stated in an addendum. Bidders shall not rely upon approvals made in any other way. Verbal approval will not be given. No substitutions will be considered after the contract is awarded unless specifically provided in the contract documents. G. SUBMITTALS Assemble and submit for review shop drawings, material lists, manufacturer product literature for equipment to be furnished, and items requiring coordination between contractors under this contract. Provide submittals in sufficient detail so as to demonstrate compliance with these Contract Documents and the design concept. Prior to transmitting submittal, verify that the equipment submitted is mutually compatible and suitable for the intended use, will fit the available space, and maintain manufacturer recommended service clearances. If the size of equipment fumished makes necessary any change in location or configuration, submit a shop drawing showing the proposed layout. Transmit submittals as early as required to support the project schedule. Allow for two weeks Engineer review time, plus to/from mailing time via the Architect, plus a duplication of this time for resubmittal if required. Only resubmit those sections requested for resubmittal. Submittals shall contain the project name, applicable specification section, submittal date, equipment identification acronym as used on the drawings, and the Contractor's stamp. The stamp shall certify that the submittal has been checked by the Contractor, complies with the drawings and specifications, and is coordinated with other trades. Manufacturer product literature shall include shop drawings, product data, performance sheets, samples and other submittals required by this division. Highlight, mark, list, or indicate the materials, performance criteria, and accessories that are being proposed. General product catalog data not specifically noted to be part of the specified product will be rejected and returned without review. Shop drawings shall meet the requirements of NFPA 13 for working level drawings and shall include the following: 1. Working plans per NFPA 13, including layout drawings of the complete overhead sprinkler system that indicates the relationship of sprinkler piping and sprinklers to all other overhead items, including ceiling grid and tiles, light fixtures, diffusers, registers, grilles, ductwork, structure, soffits, obstructions, etc. Location of risers, piping, etc., shall be as inconspicuous as possible and shall fulfill all functional requirements. System design capabilities and demand shall also be noted on the drawings. 2. Complete details and sections as required to clearly define and clarify the design, including a materials list describing all proposed materials by manufacturer's name and catalog number. 3. Hydraulic calculations. 4. Product data for all fire sprinkler system components. Clearly indicate components to be used where multiple components appear on the same cut sheet. Where required by the AHJ, Contractor is responsible for obtaining a professional engineer or NICET stamp and signature on their shop drawing submittal. The Engineer is not responsible and will not provide this. Submittals and shop drawings shall not contain the firm name, logo, seal, or signature of the Engineer. They shall not be copies of the work product of the Engineer. If the Contractor desires to use elements of such product, refer to paragraph "Electronic Drawing Files" for procedures to be used. Separate submittals according to individual specification sections. Illegible submittals will be rejected and returned without review. Shop drawings shall be produced using Computer Aided Design. Hand drawn documents will not be reviewed or approved. Catalog data shall be properly bound, identified, indexed and tabbed in a 3-ring binder. Each item or model number shall be clearly marked and accessories indicated. Label the catalog data with the equipment identification acronym or number as used on the drawings and include performance curves, capacities, sizes, weights, materials, finishes, wiring diagrams, electrical requirements and deviations from specified equipment or materials. For equipment with motor starters or VFDs, include short circuit current ratings. Mark out inapplicable items. Shop drawings will be returned without review if the above mentioned requirements are not met. Provide the quantity of submittals required by Division 01. If not indicated and hard -copy sets are provided, submit a minimum of six (6) copies. Refer to Division 01 for acceptance of electronic submittals for this project. For electronic submittals, Contractor shall submit the documents in accordance with the procedures specified in Division 01. Contractor shall notify the Architect and Engineer that the submittals have been posted. If electronic submittal procedures are not defined in Division 01, Contractor shall include the website, user name and password information needed to access the submittals. For submittals sent by e-mail, Contractor shall copy the designated representatives of the Architect and Engineer. Contractor shall allow the Engineer review time as specified above in the construction schedule. Contractor shall submit only the documents required to purchase the materials and/or equipment in the electronic submittal. The checking and subsequent approval of such shop drawings by the Engineer shall not relieve the Contractor from responsibility for errors in dimensions, details, size of members, quantities, omissions of components or fittings; coordination of electrical requirements; or for coordinating items with actual building conditions. Proceed with the procurement and installation of equipment only after receiving approved shop drawings relative to each item. H. ELECTRONIC DRAWINGS In preparation of shop drawings or record drawings, Contractor may, at his option, obtain electronic drawing files in AutoCAD or DXF format on CD-ROM disk, DVD disk, flash drive, or direct download, as desired, from the Engineer for a fee of $200 for a drawing set up to 12 sheets and $15 per sheet for each additional sheet. Contact the Architect for written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing format. In addition to payment, written authorization from the Architect and release agreement from the Engineer must be received before electronic drawing files will be sent. I. RECORD DRAWINGS (AS -BUILT DRAWINGS) During progress of the work in this division, Contractor shall maintain an accurate record of all changes made during the installation of the system. Upon completion of the work, accurately transfer all record information to three identical sets of the approved shop drawings. Insert one set into each copy of the manual described below. See Division 01 and General Conditions for additional information. J. OPERATION AND MAINTENANCE INSTRUCTIONS During the course of construction, collect and compile a complete brochure of equipment furnished and installed on this project. Include operational and maintenance instructions, manufacturer's catalog sheets, wiring diagrams, parts lists, approved submittals and shop drawings, warranties, and descriptive literature as furnished by the equipment manufacturer. Include an inside cover sheet that lists the project name, date, Owner, Architect, Engineer, General Contractor, Sub -Contractor, and an index of contents. Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect, for Engineer's review, at the termination of the work. Paper clips, staples, rubber bands, loose-leaf binding, and mailing envelopes are not considered approved binders. Final approval of systems installed under this contract shall be withheld until this equipment brochure is received and deemed complete by the Architect and Engineer. Instruct workmen to save required literature shipped with the equipment itself for inclusion in this brochure. Literature shall contain the following items: 1. Identification clearly visible on or through the cover, the name of the project, and description "Fire Sprinkler System Manual". 2. Neatly typed index at front with all emergency information clearly identified. 3. Complete list of all system components with manufacturer's names, catalog numbers, and all data for ordering parts. 4. One copy of the record drawings as described above. 5. All information required to secure emergency repairs or service. 6. Test reports and certificates including "Contractor's Material and Test Certificate(s) for Above Ground Piping" as described in NFPA 13. Refer to Division 01 for acceptance of electronic manuals for this project. For electronic manuals, refer to paragraph "Submittals" for requirements. K. WARRANTIES Warrant each system and each element thereof against all defects due to faulty workmanship, design, or material for a period of 12 months from date of Substantial Completion, unless specific items are noted to carry a longer warranty in the construction documents or manufacturer's standard warranty exceeds 12 months. Remedy all defects, occurring within the warranty period(s), as stated in the General Conditions and Division 01. Warranties shall include labor and material, including travel expenses. Make repairs or replacements without any additional costs to the Owner, and to the satisfaction of the Owner, Architect, and Engineer. Perform the remedial work promptly, upon written notice from the Engineer or Owner. At the time of Substantial Completion, deliver to the Owner all warranties, in writing and properly executed, including term limits for warranties extending beyond the one year period, each warranty instrument being addressed to the Owner and stating the commencement date and term. L. SCOPE Provide a modification to a wet -pipe, automatic fire sprinkler system for the building or area of work as shown on the drawings. Contractor shall be approved and state licensed for design and installation of fire protection systems. The work done under this section shall be performed only by a Contractor whose workmen are experienced and regularly engaged in the installation of fire protection systems. Contractor shall be capable of preparing hydraulic calculations and system layouts. Provide all fire sprinkler alarm devices including waterflow alarm and valve tamper switches for all system control valves. Coordinate all wiring and conduit for a complete and functional installation. System shall, at a minimum, be in accordance with the latest edition of NFPA 13, Underwriters Laboratories (UL), and must be acceptable to the Owner's Insurer, the AHJ, and all applicable local, state and national codes and standards. Where the contract documents exceed the requirements of the referenced codes, standards, etc., the contract documents shall take precedence. Work shall include, but shall not necessarily be limited to the following: 1. Design, modification and installation of a complete wet -pipe, automatic fire sprinkler system for the area of work shown on the drawings or specified herein. M. SYSTEM DESIGN Contractor shall verify design criteria and rating hazards with the Owner's Insurer prior to designing the system. Waterflow and pressure test data shall be acquired before system is calculated and be dated not more than 12 months prior to the submittal of sprinkler shop drawings. Arrangements for and cost of flow tests shall be the responsibility of the Contractor. Submit hydraulic calculations and plan, including a supply and demand graph; all hydraulic reference points and area of application shall appear on the plan. Contractor shall verify with AHJ any minimum safety factor requirements. Demand shall not be less than 10 percent below the supply at the demand point. Protect area of work with a wet -type sprinkler system designed in accordance with NFPA 13 unless noted otherwise. Design system for Ordinary Hazard Group 2, 0.20 gpm/SF over the hydraulically remote 1500 SF area. Include minimum 250 gpm hose allowance added at the base of riser. The Contractor shall be fully responsible for coordinating system layout with other contractors. Changes to system design due to lack of coordination shall be paid for by the Contractor. Designs requiring cutting of structural members for passage of sprinkler pipes or hangers shall not be accepted. When design appearance or similar aspects require cutting due to economy, it shall be held to an absolute minimum and done only with the Architect and Structural Engineer's written approval. Any excessive requirements of this type shall be identified during the bid period. Sprinkler spacing shall conform to NFPA 13. Extended coverage sprinklers shall not be used in unfinished (shell) spaces. The hydraulic area of operation shall be increased by 30% without revising the density for areas with sloped ceilings with a pitch exceeding 1 in 6 (16.7% slope) in accordance with NFPA 13. The hydraulic area of operation shall not be reduced as allowed by NFPA 13 for areas utilizing quick response sprinklers. 2. MATERIALS AND INSTALLATION A. PRODUCTS All fire protection system components shall be Underwriter's Laboratories listed for their intended use. B. PIPING AND COMPONENTS Sprinkler piping 2-1/2" and larger shall be Schedule 10 or Schedule 40 black steel. Threaded sprinkler piping 2" and smaller shall be Schedule 40 black steel. Roll -grooved sprinkler piping 2" and smaller shall be Schedule 10 or Schedule 40 black steel. Pipes shall have welded, threaded, or mechanically joined fittings, based on the pipe material and size per NFPA 13 requirements. Acceptable alternatives to Schedule 10 and Schedule 40 pipe shall be manufactured to standards recognized by NFPA 13. Pipe shall have a corrosion resistance rating of 1.0 or greater. Crimp -type couplings are not permitted. Threadable thinwall pipe with corrosion resistance rating less than 1.0 is not permitted. C. SPRINKLERS Sprinklers in areas with gypsum board ceilings shall be fully concealed type with drop -away cover plates. Cover plates shall be factory painted to match the ceiling. Sprinklers in areas with suspended acoustical ceilings shall be chrome plated recessed type with chrome plated escutheons. Sprinklers in areas with exposed piping may be pendent or upright types with rough brass finish. Provide quick response sprinklers in all light hazard areas. Coordinate sprinkler temperature rating near heat -producing sources in accordance with NFPA 13. D. SERVICE ENTRANCE Fire protection service entrance is existing to remain. 3. EXECUTION A. PIPING AND FINISHES Conceal piping in areas having ceilings, other than the underside of the roof deck. Piping in areas without ceilings may be exposed but kept at a minimum distance from the deck. All piping shall be clean and free of rust. Install system such that all piping is rigidly secured and supported. All ductwork, lights, structural members and main runs of piping shall take precedence over sprinkler piping. Cutting of structural members for passage of sprinkler pipes or hangers shall not be permitted. All horizontal piping in ceiling space shall be at an elevation above the top of light fixtures and air outlets to allow for access to light fixtures and air outlets without removing horizontal piping. Route all sprinkler piping and provide all offsets, bends, and elbows around all mechanical, electrical, and structural members as required. Where exposed piping passes through finish work, install chrome plated (or other finish acceptable to the architect) split wall plates or escutcheons to fit snugly around the piping. Provide at each penetration to assure effectiveness of construction as a fire stop where piping is concealed or installed in unfinished areas. All openings for piping shall be anticipated and indicated on the approved shop drawings. Any additional cutting of openings must have the written approval of the Architect. Route piping parallel to major building lines. Coordinate pipe routing near electrical equipment in accordance with NFPA 70. Do not connect more than one sprinkler to a one inch outlet unless hydraulic calculations are included to verify performance. Installation shall allow for suitable drainage of system to meet with the approval of the AHJ. Provide access panels as required. All drain locations requiring access panels shall be approved by the Architect prior to installation. Sprinklers in suspended ceilings shall be not less than 6-inches from the grid in all directions. B. SEISMIC CONTROLS FOR MEPF SYSTEMS Seismic Protection Criteria: Risk/Occupancy Category: Site Soil Category: Seismic Design Category: Component Importance Factor: II or III Contractor's Seismic Engineer to Determine. Contractor's Seismic Engineer to Determine. Determined from ASCE 7. The Contractor shall be responsible for determining the requirements for seismic bracing of mechanical, electrical, and plumbing systems. Seismic protection criteria used to determine seismic bracing requirements of all mechanical, electrical and plumbing systems shall be determined by the applicable code adopted in the project jurisdiction. Where not already determined within the contract documents, the Contractor shall be responsible for contracting a licensed professional engineer to establish building site class, seismic design category, seismic zone or any other criteria necessary to determine the requirements for seismic bracing on mechanical, electrical and/or plumbing systems. Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13. The Contractor shall determine the type and location of seismic bracing required for the mechanical, electrical, and plumbing elements shown on the drawings based on the established seismic criteria, the size and weight of the supported element and the distance from structure of the supported element. The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 1. Seismic analysis listing all applicable seismic design criteria. 2. Descriptive catalog data of seismic bracing materials. 3. Shop drawings showing bracing type and location. 4. Installation details of all bracing used. 5. Calculations showing that the seismic restraints meet the seismic requirements. Shop drawings and calculations shall be signed and sealed by a registered professional engineer, licensed in the state of the project and employed by the manufacturer of the seismic bracing products. Calculations shall include dead loads, static seismic loads and capacity of materials utilized for connections. Seismic bracing, restraints, isolators, and isolation materials shall be of the same manufacturer and shall be certified by the manufacturer. Approved manufacturers are: Amber/Booth Company, Inc., B-Line/Tolco, Kinetics Noise Control, Inc., Loos & Company, Inc., Mason Industries, Inc., Uni-strut, or Vibro-Acoustics. Each device shall have a pre -approval number from Califomia OSHPD or other recognized govemment agency showing maximum restraint ratings. Seismic bracing measures to be applied to mechanical, electrical, and plumbing equipment/systems shall be installed in strict accordance with all applicable local, state, and/or federal codes as well as manufacturer's requirements. The most stringent criteria shall apply. All anchor connections to structure for support of mechanical and electrical equipment, regardless of the need for seismic restraints, shall be shown on shop drawings. C. PENETRATIONS Seal all fire protection floor, wall and roof penetrations watertight and weathertight. Caulk around fire protection penetrations with 3M CP-25, or approved equal fire barrier caulk (thickness as required and recommended by manufacturer) to maintain fire resistance rating of fire -rated assemblies. D. TESTING AND ACCEPTANCE Complete the automatic fire sprinkler system, as soon as possible, when building construction allows. Following system installation, Place the system in service. After the system has been placed in service for continuous use, water charges, if any, will be paid by Owner. Upon completion of the systems installation, and prior to acceptance by the Engineer and Owner, the Contractor shall make general operating tests to demonstrate that all equipment and systems are in proper working order, and are functioning in conformance with the intent of the drawings and specifications. Test above ground piping in accordance with NFPA 13. Hydrostatically test all sprinkler piping at a minimum pressure of 200 psi for a minimum 2-hour period of time. Correct any faulty or leaking joints and pipe. The use of any substance or material added to the water to correct leaks shall not be permitted. Caulking of defective joints, cracks or holes shall not be permitted. Repeat tests after defects have been eliminated. Perform all tests in the presence of the AHJ and/or the Owner's authorized representative. Upon completion of each phase of the installation, test each system in conformance with local code requirements. Fumish all labor and equipment required to properly test all sprinkler equipment installed under this contract. Assume all costs involved in making the tests and repair and/or replace all damage resulting therefrom. Notify the Architect and the AHJ three (3) working days prior to making sprinkler system tests. Concealed work shall remain uncovered until the required tests are complete. Portions of the work may be concealed if approved by the AHJ or if necessary due to construction procedure. E. INSTRUCTIONS After completion of all installation, tests, etc., and prior to the final acceptance date, instruct the building Owner and his selected personnel in the operation of the sprinkler system. Include in the training the procedure to conduct quarterly main drain tests as required by NFPA 25. Special care shall be taken to make sure the building personnel will immediately recognize whether the main valve is in an open position, know how to drain the system, and know how to test the system. The building personnel shall also be made familiar with the existence and contents of the System Manual described in the Operation and Maintenance section of this specification. END OF SECTION 21 r REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 1 2018 PERMIT CENTER HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL (913) 742-5000 FAX (913) 742-5001 WWW.HENDERSONENGINEERS.COM 1850001509 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/18 5 Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 QT 206 957 6400 QF 206 957 6404 Southcenter Mall 2800 Southcenter Mall Suite 668 Tukwila, WA 98188 PERMIT SET: SCALE: DRAWN: CHECKED: PROJECT NO: 5.9.2018 10008.76 FIRE SPRINKLER SPECIFICATIONS