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Home My WebLink AboutPermit PG19-0052 - SHASTA BEVERAGES / QC LAB - NEW ELECTRIC HOT WATER TANK, FLOOR SINKS/DRAINS, ETCSHASTA BEVERAGE INC- QC LAB 1227 ANDOVER PARK E. FINALED 9/10/2020 PGI 9-0052 Parcel No: �~^�xx "�� Tukwila "~0~� ��n n ��m^��Uoa Department of Community Development 63ODSwwthcenterBoulevard, Suite #1OD Tukwila, Washington 9W10B Phone: 206'431'3670 Inspection Request Line: 206-438'9350 Web site: htti)://mmmm.TwkvvUaVVA.mmv PLUMBING/GAS PIPING PERMIT 3523049072 Permit Number: PG19'0052 Issue Date: 6/3/2019 Permit Expires On: 11/30/2019 Project Name: SHASTA BEVERAGES, INC - QC LAB Owner: NATIONAL BEVERAGE CORP 8100SVV10TH5T5TE4000' PLANTATION, WA, 33324 Contact Person: Name' DAv|DKEHLE Address: 19l68ONARDRSW, SEA7TLE WA, 98116 Contractor: Address: License No: Lender: Name: ''' ''' Phone: (206)433-8997 Expiration Date: DESCRIPTION OfWORK: INSTALL NEW ELECTRIC HOT WATER TANK, 2 FLOOR SINKS, 2 FLOOR DRAINS, 4 SINKS AND GAS TO HVAC. Valuation of Work: $46,OGO.00 Water DistrictTUKVV|U\ Sewer District: TUKWILA Fees Collected: $426.25 Current Codes adopted bythe City pfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: WA Cities Electrical Code: VVACZ96-4613: VVAState Energy Code: 2017 20172017 2015 05 21 05 21 Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: +-1--- Date:s�_+E 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: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 2: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 5: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 6: 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. 7: 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. 8: 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. 9: 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. 10: 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. 11: 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. 12: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 13: 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 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND % CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. & [q100 jZ Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 352304-9072 Site Address: 1227 Andover Park East Suite Number: Floor: 1 Tenant Name: Shasta Beverage Inc. PROPERTY OWNER Name: Shasta Beverage Inc. Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Drive SW City: Seattle State: WA Zip: 98116 Phone: (206) 433-8997 Fax: (206) 246-8369 Email: dkehle@dkehlearch.com New Tenant: ❑ Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: Auburn Mechanical Address: PO Box 249 City: Auburn State: WA Zip: 98701 Phone: (253) 838-9780 Fax: Contr Reg No.: AUBURM1163BA Exp Date: 09/12/2020 Tukwila Business License No: BUS-0994349 Valuation of Project (contractor's bid price): $ 46,000 Scope of Work (please provide detailed information): Install new electric hot water tank, 2 floor sinks, 2 floor drains, 4 sinks and gas to hvac Building Use (per Int'l Building Code): Factory Occupancy (per Intl Building Code): F1, B Utility Purveyor: Water: Tukwila Sewer Tukwila H:\Applications'Forn -Applications On Line12011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 4 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 2 Fixture Type Qty Dental unit, cuspidor Floor drain 2 Receptor, indirect waste 2 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER. PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEbl'OR AUTHORIZED AGENT: Signature: Print Name: David Kehle Mailing Address: 1916 Bonair Drive S.W. Date: 04/03/2019 Day Telephone: (206) 433-8997 Seattle WA 98116 City State Zip H:\Applications\forms-Applications On Line\2011 Applications\Plumbing Permit Application Re Revised: August 2011 bh 8-9-11.docx Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY 1 PAID PermitTRAK $ 9,038.05 M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $791.37 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $37,68 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $590.03 MECHANICAL $561.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0,00 $528.78 TECHNOLOGY FEE $28.10 TECHNOLOGY FEE R000.322,900.04.00 0.00 $28.10 PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $344.40 PLUMBING $328.00 PERMIT FEE R000.322.100.00.00 0.00 $293.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.40 TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.40 PG19-0052 Address: 1227 ANDOVER PARK E Apn 3523049072 42.30 GAS $103,00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLUMBING $223.00 PERMIT FEE R000.322.100.00,00 0.00 $188.00 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.30 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17421 R000.322.900.04.00 0.00 $16.30 $19,038.05 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 3 of 3 SYSTFi CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 04/03/2019 02:38:08 PM CREDIT CARD SALE VISA CARD NUMBER: **********9037 K TRAN AMOUNT: $1,329.57 APPROVAL CD: 003231 RECORD #: 000 CLERK ID: kandace 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 DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $19,038.05 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 $346.97 DEVELOPMENT $334.37 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 STRUCTURAL CONSULTANT R000.345,830.01.00 0.00 $57,34 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000,322,900.04.00 0.00 $12.60 D19-0099 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,645.01 , DEVELOPMENT $2519.37 PERMIT FEE R000.322.100.00.00 0,00 $2,512.87 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $6.50 TECHNOLOGY FEE $125.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $125.64 D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,701.31 DEVELOPMENT $3,526.25 PERMIT FEE R000.322.100.00.00 0.00 $3,501,25 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE i $175.06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $175,06 D 9-0106 Address 1227 ANDOVER PARK E Apn: 352 049072 $1,596.24 DEVELOPMENT $1,534.74 STRUCTURAL CONSULTANT R000.345.830,01.00 0,00 $279.81 PERMIT FEE R000.322.100.00.00 0,00 $ ,229.93 WASHINGTON STATE SURCHARGE B640,237.114 0.00 $25.00 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE R000.322,900.04.00 0.00 $61.50 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $289.63 DEVELOPMENT $277.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640,237.114 0.00 $25.00 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 I 0.00 $12.60 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 1 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $19,038.05 EL19-0260 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,121.37 ELECTRICAL $2,972.73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $2,972.73 TECHNOLOGY FEE $148.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $148.64 EL19-0270 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,808,66 ELECTRICAL $1,722.53 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,722.53 TECHNOLOGY FEE $86.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $86.13 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,131.57 ELECTRICAL $1,077.69 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,077.69 TECHNOLOGY FEE ' $53.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $53.88 EL19-0310 Address: 1227 ANDOVER PARK E Apn 3523049072 $291.08 ELECTRICAL $277.22 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $277.22 TECHNOLOGY FEE $13.86 TECHNOLOGY FEE R000.322.900.04.00 0.00 $13.86 M19-0048 Address: 1227 ANDOVER PARK E Apn: 3523049072 $643.84 MECHANICAL $613,18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $580.03 TECHNOLOGY FEE $30.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $30.66 M19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $66.39 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 2 of 3 SYSTEM5 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,329.57 D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072 $823.43 Credit Card Fee $23.98 Credit Card Fee R000.369.908.00.00 0.00 $23.98 DEVELOPMENT $799.45 PLAN CHECK FEE R000.345.830.00.00 0.00 $799.45 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 $277.50 Credit Card Fee $8.08 Credit Card Fee R000.369.908.00.00 0.00 $8.08 ELECTRICAL $269.42 PLAN CHECK FEE R000.345.832.00.00 0.00 $269.42 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $144.69 Credit Card Fee $4.21 Credit Card Fee R000.369.908.00.00 0.00 $4.21 MECHANICAL $140.48 PLAN CHECK FEE R000.322.102.00.00 0.00 $140.48 PG19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $83.95 Credit Card Fee $2.45 Credit Card Fee R000.369.908.00.00 0.00 $2.45 GAS $25.75 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 PLUMBING $55,75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17324 R000.322.103.00.00 0.00 $55.75 $1,329,57 Date Paid: Wednesday, April 03, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 003231 Printed: Wednesday, April 03, 2019 2:38 PM 1 of 1 SYSTEMS Permit Inspections 0.1tv of Tukwilz Permit Number: PG19-0052 Applied: 4/3/2019 Approved: 5/31/2019 Issued: 6/3/2019 Finaled: 9/10/2020 Status: FINALED Parent Permit: Parent Project: Details: Description: SHASTA BEVERAGES, INC - QC LAB Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC -QC LAB Owner: NATIONAL BEVERAGE CORP Contractor: AFFIDAVIT - NICHOLAS HEATON INSTALL NEW ELECTRIC HOT WATER TANK, 2 FLOOR SINKS, 2 FLOOR DRAINS, 4 SINKS AND GAS TO HVAC. I ...._ .. _. . INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS UNDERGROUND Building Inspector Notes: ROUGH -IN GAS PIPING Building Inspector Notes: GAS PIPING FINAL Building Inspector Notes: PLUMBING FINAL Lee Sipe Notes: 5/13/2020 AM 5/13/2020 GROUNDWORK Lee Sipe APPROVED 414813 Notes: 5/19/2020 AM 5/19/2020 ROUGH-1N PLUMBING Lee Sipe APPROVED 5614 Notes: 9/10/2020 9/10/2020 I PLUMBING FINAL Lee Sipe APPROVED Notes: Printed: Thursday, 17 August, 2023 1 of 1 rk SUPERION 0 City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. PG 19-0052 SHASTA BEVERAGES, INC - QC LAB 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, international Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2019. Based on the above, you arehereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/30/2019, your permit will become null and void and any further work on the project will require a new perrnit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG19-0052 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, ayor Department of Community Development - Jack Pace, Director October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Dear Mr. Kehle, This letter is in response to your written request for an extension to the permits above. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permits through May 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, (at Rache le Ripley Permit Coordinator File: Permit No. D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Tukwila City Hall • 6200 Sout center Bou evard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov davd kehle architect October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Flight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement QC Lab PG19-0052 Dear Mr. Hight, Requeer Extensior.: # Current Expiration Date: Extension 1..equest: >_<.Approyed .for le° days [_1 Denied (provide explanation) Signature: RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. Sincerely, —I I David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 4, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Supplemental Nonstructural Review Development Permit PG19-0052 Shasta Beverage — QC Lab — 1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for compliance with the 2015 Uniform Plumbing Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you have any questions regarding these drawings and/or the scope of work feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206-433-8997 or Jerry Hight (City of Tukwila Building Official) at 206-431-3675. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: PG19-0052 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov cPERMIT COORD COP'( t PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0052 PROJECT NAME: SHASTA QC LAB SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 04/03/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: \'1)1' uilding Division / ublic Works Fire Prevention Structural Planning Division Permit Coordinator 0 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required P r DUE DATE: 05/02/19 Approved with Conditions r Denied (corrections entered in Reviews) (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 Staff Initials: 2/1 8/20 I 3 Non -Residential Sewer I se Certification Sewage Treatment Cara ty Charge King County Department of Natural Resources and Parks Wastewater Treatment Division To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type Property Stre Address City, Owner's Name State ZI O er's Mailing ddress 9e1c... a City Stat ZIP Owner's Phone Number including Area Code Property Contact Phone Number including Area Code Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 •, Q Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 b .3 RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Subdivision Name Subdiv. # RECEIVED Block # Building Name (if applicablet. ITV or T U K W I L A City or Sewer District Date of Connection Side Sewer Permit # f ,++��EE��- rr TT�� pp Please report any demolitions g WFe+-tsxls&Aluirtnile�5 on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes No APR 0 3 2019 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: GalOons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A ('?,s +B--- _ Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that an o # ay result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative 1610_6969w_nonres sewer_cap chg 1058.indd White- King County Yellow -- Local Sewer Agency Pink - Sewer Customer Date `; 0I3 (Rev. 10/16) ®+ro CITY TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 432-367o FAX (2 0 6) 431-3665 E-mail: tukplan@cLtukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACiOR REGISTRATION PERMIT NO: STATE OF WASHINGTON) ) ss. COUNTY OF KING , states as follows: [please print name] iv\loi -003' 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. A WA, flit. spAvowth, -ape put. 4 • Owner/Owner's Agent* Signed and sworn to before me this day of Jury 20 (9. Ne1AR/1 PUBLIC in and for the State of Washington Residing at , County Name as commissioned: My commission expires: 051)-c/ 18.27.opo Exemptions. ThW,�istration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; u. Officers ofa,coort when they are acting within the scope oftheir office; 3. Public utilities operating under the utilities and transportation commission in construction, maintenance, or development work incidental to their own 4 Any construction, uj or operationincidental tothe discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; S.The sale ofany finished products, materials, orarticles of merchandise that are not fabricated into and donot become opart ofustructure under the common law u{fixtures; 6.Any construction, alteration, improvement, orrepair nf personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction,alteration, carried oowithin the limits and boundaries many or reservation under the legal jurisdiction ofthe federal B.Any person who only furnished materials, supplies, or equipment without fabricating them into, ncconsuming them inthe performance of, the work o[the contractor; q. Any work oroperation ouone undertaking orproject hy one ormore contracts, the aggregate contract price nf which for labor and materials and all other items bless than five hundred dollars, such work oroperations being considered auofucasual, minor, nrinconsequential nature. The exemption prescribed iuthis subsection does not apply inany instance wherein the work orconstruction lsonly u part ofularger o,major operation, whether undertaken hy the same oradifferent contractor, or(uwhich udivision o[ the operation iomade into contracts o[amounts less than five hundred dollars for the purpose u{evasion of this chapter orotherwise. The exemption prescribed iuthis subsection does not apply toaperson who advertises uc puts out any sign nrcard n,other device which might indicate tothe public that 6aorshe isucontractor, orthat bcorshe iuqualified tuengage iothe business v{ contractor; o Any construction or operationincidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, to other work horticulture, �� 'or ^ �cr clearing �o��omu�n�mm��um�c for y��utiou purposes; except when any ofthe above work ioperformed chapter do not apply to: by MuEftractor; 8oowner* who for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this.subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. 8licensed architect orcivil orprofessional engineer acting solely iohis orher professional capacity,an electrician certified under the laws o{the state of Washington, oraplumber certified under the laws ofthe state fWashington licensed bpolitical subdivision of the state ofWashington while operating =itbintbu boundaries o[such political subdivision. The exemption provided iothis subsection ixapplicable oo\ywheut6e person certified iooperating within the scope ofhis orher 15. Any person who engages in the activities herein highway 17. A mobile/ manufactured home dealer ormanufacturer who subcontracts the installation, oet'up'nrrepair work t^ actively contractors. This exemption only applies tothe installation, mt'up orrepair ofdzc mobile/manufactured homes that were manufactured ur sold bythe mobile/ manv6sctured home dealer o, manufacturer; vm'/ * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes ofexempdons, - GA LAB \ACAD\PLUMBING \P101 GENERAL NOTES & SCHED.DWG PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION SPECIFICATION ROUGH -IN PIPE SIZES (MIN.) NOTES CW TW HW WASTE S-1 LAVATORY REF PLUMBING SCHEDULE IN ARCHITECTURAL DRAWINGS . 1/2" 1(2" 2° ACCESSIBLE PER ICC/ANSI A117.1 MAXIMUM 0.5 GPM FLOW CONTROL AERATOR. PROVIDE CHAIR CARRIER, FRONT RIM 34" ABV FL. NOTE: ALL FIXTURES ARE SUBJECT TO TENANT/ARCHITECT APPROVAL. EXISTING WATER HEATER SCHEDULE MARK MANUFACTURER/ MODEL# LOCATION ENERGY SOURCE TANK SIZE (GALLONS) ELECTRICAL DATA VOLTAGE NOTES WH-1 BRADFORD WHITE RE340S8-1NCWW QA MEZZANINE ELECTRIC 40 4500W/3500W 240V/208V A, B, C, D, E NOTES: A. 100° TEMPERATURE RISE WITH 140°F OPERATING TEMPERATURE. 8. PROVIDE VACUUM RELIEF VALUE AND ASME TEMPERATURE AND PRESSURE RELIEF VALVE. C. PROVIDE DRIP PAN. DISHCARGE OVER FLOOR SINK. D. PROVIDE INCO-LOY HEATING ELEMENTS FOR ELECTRIC WATER HEATERS. WATER MIXING VALVE SCHEDULE MARK DESCRIPTION SPECIFICATION PIPE CONNECTION SIZE NOTES CW TW HW TMV THERMOSTATIC WATER MIXING VALVE WITH INTEGRAL CHECK VALVES AND WALL MOUNTING BRACKET. SYMMONS "MAXLINE 5-210-CK-D -375" .375" .375" ASSE 1017 AND ASSE 1070 COMPLIANT. PROVIDE DIAL TYPE THERMOMETER ON TEMPERED WATER LINE AT TMV OUTLET AND SET @ 105°F, DRAIN AND CLEANOUT SHCEDULE MARK DESCRIPTION SPECIFICATION FS CAST IRON FLOOR SINK J.R. SMITH #3101-C WITH 12" SQUARE NICKEL BRONZE HALF GRATE, 12" SQUARE NICKEL STRAINER, STAINLESS STEEL MESH BUCKET, TRAP PRIMER PORT AND P-TRAP. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT. FD CAST IRON FLOOR DRAIN J.R. SMITH #3101-C WITH 12" SQUARE NICKEL BRONZE HALF GRATE, 12" SQUARE NICKEL STRAINER, STAINLESS STEEL MESH BUCKET, TRAP PRIMER PORT AND P-TRAP. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT. WCO WALL CLEANOUT SIOUX CHIEF #873 SERIES , COUNTSERSUNK BRASS CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. PROVIDE WITH CAST IRON BODY. USE CAULK OR PUSH -ON JOINT. FCO FLOOR CLEANOUT J.R. SMITH SERIES 4031, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG AND ADJUSTABLE, ROUND, SECURED, NICKEL BRONZE TOP. SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR APPLICATIONS. TRAP PRIMER SCHEDULE MARK SPECIFICATION NOTES TP PRECISION PLUMBING PRODUCTS (PPP) "MINI -PRIME" MPB-500-12V, BATTERY POWERED, SOLENOID OPERATED TRAP PRIMER VALVE WITH PPP DU-4 DISTRIBUTION MANIFOLD IN WALL MOUNTED NEMA 1 ENCLOSURE ASSE 1018. INSTALL TRAP PRIMER NOT LESS THAN 12 INCHES ABOVE FLOOR LEVEL. PLUG UNUSED MANIFOLD OUTLETS. PIPE MATERIAL SCHEDULE SERVICE MATERIAL COPPER TYPE "M" COPPER TYPE "L" COPPER TYPE "K" BLACK STEEL (SCHED. 40) CAST IRON SOIL (NO HUB) PIPE & FITTINGS POLYETHYLENE (PE) PER TABLE 402.4 (22) POLYVINYL CHLORIDE (PVC) SCHEDULE 40 ABS DWV CROSSED -LINKED POLYETHYLENE (PEX) DOMESTIC WATER ABOVE FLOOR X BELOW FLOOR SANITARY DRAINAGE ABOVE FLOOR X BELOW FLOOR X CONDENSATE DRAINAGE INSIDE X OUTSIDE X GAS INSIDE X OUTSIDE X SANITARY VENT INSIDE X 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. FURNISH A CONSTRUCTION RECORD SET OF "AS BUILT' DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCE OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER-OF-RECOERD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 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. VALVES SHALL BE ONE SEE UNLESS OTHERWISE NOTED. 10. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 11. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 12. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING OVER TO THE TENANT. 13. PROVIDE TRAP PRIMERS AS INDICATED ON THE DRAWINGS. 14. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 15. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10 FOOT MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2 FOOT CLEARANCE FROM ALL OTHER EQUIPMENT. 16. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2 INCH BATT INSULATION TO PREVENT FREEZING. 17. DOMESTIC COLD WATER PIPE SIZING IS BASED ON A VELOCITY NOT TO EXCEED 8 FEET PER SECOND AND HOT WATER PIPING LS BASED ON A VELOCITY NOT TO EXCEED 5 FEET PER SECOND. 18. CONTRACTOR SHALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE IF CONFLICTS ARE FOUND WITH NEW INSTALLATION, SLOPE, SIZE OR VELOCITY. 19. USE ADHESIVE CAULK FOR ALL WATER AND DRAIN ESCUTCHEONS. 20. USE "4-BAND CLAMPS" ONLY ON' WET" PIPES ABOVE THE FLOOR SLAB, NOT ON VENTS. 21. PROPERLY REMOVE ALL UNUSED WATER SUPPLY AND WASTE & VENT PIPING AS REQUIRED BY LOCAL AHJ. 22. PROVIDE DRAIN BIB AT THE BASE OF EACH HOT AND COLD WATER RISER. 23. PROVIDE CODE REQUIRED SEISMIC BRACING OF NEW PIPING AND EQUIPMENT. SEPARATE PERMIT RE¢UIRED FOR: ( Mechanical 2/ Electrical E Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION PLUMBING SYMBOLS PIPING DOMESTIC COLD WATER (CV DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) T TRAP PRIMER LINE (T) g SANITARY PIPING - ABOVE FLOOR (S) g SANITARY PIPING - BELOW FLOOR (S) VENT BELOW GRADE (VBG) VENT BELOW FLOOR (VBF) SUMP PUMP DISCHARGE (SPD) CONDENSATE DRAIN (CD) NATURAL GAS (G) NATURAL GAS ON ROOF (G) FIRE PROTECTION (FP) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN VENT PIPING (V) SQUARE FLOOR DRAIN (FS), SIZE & TYPE ROUND FLOOR DRAIN (FD), SIZE & TYPE BALL VALVE CONTROL VALVE SHUTOFF VALVE CHECK VALVE d8 BALANCING VALVE WITH PRESSURE PORTS b WATER METER lyl STRAINER ICI STRAINER WITH BLOWOFF PRESSURE REDUCING VALVE C11� GAS PRESSURE REGULATOR rJN THERMOSTATIC MIXING VALVE BACKFLOW PREVENTER PRESSURE GAUGE THERMOMETER UNION — l FLANGE CONNECTION HOSE BIBB (HB) NONFREEZE WALL HYDRANT (NW) SPD CD G -G FP I ID 2 lot 1 eo --HO )I",Orr MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) ELBOW UP ELBOW DOWN TEE UP TEE DOWN ELBOW UP VVITH SHUT-OFF VALVE (SOV) ELBOW DOWN WITH SHUT-OFF VALVE (SOV) TEE UP WITH SHUT-OFF VALVE (SOV) TEE DOWN WITH SHUT-OFF VALVE (SOV) WATER HAMMER ARRESTER (NMA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP P-TRAP GAS COCK TRAP PRIMER TRAP PRIMER WTH DISTRIBUTION UNIT VENT THRU ROOF (VTR) SHUT-OFF VALVE IN VERTICAL LINE Permn Panry clans r--:... SHEET INDEX P101 SYMBOL, LEGEND, SCHEDULES, ABBREVIATIONS & GENERAL NOTES P201 PLUMBING CHART AND CALCULATIONS P301 PLUMBING COLD & HOT WATER FLOOR PLAN P302 PLUMBING WASTE & VENT FLOOR PLAN P303 PLUMBING ISOMETRIC DIAGRAM P401 PLUMBING SPECIFICATIONS P402 PLUMBING SPECIFICATIONS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. ANNOTATIONS 0 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND C) INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES 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 REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WTH 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 (AFF, AFG, UNLESS NOTED OTHERWISE) 17" FLOOR TD RIM 34" FLOOR TO RIM 38" MINIMUM TO 48" MAXIMUM FLOOR TO CENTERLINE CENTER BETWEEN GRAB BAR AND TUB RIM 1 T' FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35' FLOOR TO RIM 40' FLOOR TO RIM 30" FLOOR TO RIM 30"FLOORTORIM 14" 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 5-0" MEN & 5-6" 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 ABOVE FINISHED FLOOR MIN MINIMUM AFG ABOVE FINISHED GRADE NYC NORMALLY CLOSED AHU AIR HANDLING UNIT N/O NORMALLY OPEN BFF BELOW FINISHED FLOOR ORD OVERFLOW ROOF DRAIN BFG BELOW FINISHED GRADE PDI PLUMBING DRAINAGE INSTITUTE BFP BACKFLOW PREVENTER PVC POLYVINYL CHLORIDE BOP BOTTOM OF PIPE PRV PRESSURE REDUCING VALVE BOS BOTTOM OF STRUCTURE RD ROOF DRAIN BTU BRITISH THERMAL UNIT RPM REVOLUTIONS PER MINUTE ON DOWN RTU ROOFTOP UNIT DFU DRAINAGE FIXTURE UNIT RPZ REDUCED PRESSURE ZONE DS DOWNSPOUT SF SQUARE FEET, SUPPLY FAN ETR EXISTING TO REMAIN SP SUMP PUMP EWC ELECTRIC WATER COOLER SS STAINLESS STEEL SANITARY FD FLOOR DRAIN SEWER, SOIL STACK FFA FROM FLOOR ABOVE TDH TOTAL DYNAMIC HEAD FFB FROM FLOOR BELOW TFA TO FLOOR ABOVE FF FINISHED FLOOR TF8 TO FLOOR BELOW FL FLOW LINE TMZ THERMOSTATIC MIXING VALVE FLA FULL LOAD AMPS TP TRAP PRIMER PLR FLOOR TYP TYPICAL GPM GALLONS PER MINUTE UNO UNLESS NOTED OTHERWISE HB HOSE BIBB UPS UNINTERRUPTIBLE POWER SUPPLY HD HEAD, HUB DRAIN V VOLT(S) IE INVERT ELEVATION VCP VITRIFIED CLAY PIPE IN WC INCHES OF WATER COLUMN VS VENT STACK JB JUNCTION BOX VTR VENT THROUGH ROOF J-BOX JUNCTION BOX WI WTH KW KILOWATT W/O WITHOUT MAU MAKE-UP AIR UNIT WC WATER COLUMN' —"'-` -- MAX MAXIMUM WS WASTE STACK 'rL FOR MBH MH 1000 BTU PER HOUR MANHOLE WSFU WATER SUPPLY FIXTUJg�MI)1L IA N C ; nf;yPROVED Ld p6hicrww ._MAY31219 ,(/' City City of Tukwila B G DIVISION Inc PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 4/29/19 N 'o d 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 Project Manager: Dote: Scale: Project Number: PLAN CHECK 4/22/2019 a) CR 4/29/19 1902097 SHEET NUMBER s 0 •w 0 s 0 0 a ILA 0 0 a 0 U 0 z CC 0 0 0 ar 2 0 w r 0 0 0 P101 1 FOR ROOF CONSTRUCTION SEE ARCH. DRAWIN 3/8 BOLTS (TP.) 24 GA, GALV. STEEL SLIP JOINT • METAL BESTOS FLUE CAP FLASHING COUPLING FLASHING SEE SPECIFICATION ROOFING 1 1/2 x 1 1/2 x 1/4 L 2 X 1/4 BAR CLAMP COMBUSTIBLE MATERIAL 2"MIN. CLEARANCE TO METAL BESTOS TYPE 'B' WITH DOUBLE WALL, SEE PLANS FOR SIZE FLUE THRU ROOF DETAIL PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC REFER TO ARCHFTECTS DRAWING FOR APPLICATION OF VENT PIPE BOOT INSTALLATION WITH ROOFING MATERIAL ROOF INSULATION II it MINIMUM 12" ABOVE ROOF PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK MINIMUM 17' BELOW ROOF PROVIDE PIPE INCREASER WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF II II II II `/ ROOF DECK ANCHOR PIPE TO ROOF DECK OR JOISTS WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO DECK OR JOIST HUBLESS PIPE CONNECTORS ON CAST IRON PIPE REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL- SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. VENT THRU ROOF (VTR) DETAIL STERILIZATION OF WATER LINES A. GENERAL 1. BEFORE BEING PLACED IN SERVICE ALL POTABLE WATER PIPING SHALL BE CHLORINATED AS SPECIFIED BY THE LOCAL BUILDING AND HEALTH DEPARTMENT CODES. 2. CHLORINE MAY BE APPLIED BY THE USE OF CHLORINE GAS -WATER MIXTURE, DIRECT CHLORINE -GAS FEED OR A MIXTURE OF CALCIUM HYPOCHLORITE AND WATER. THE POWDER SHALL BE MIXED WITH WATER TO FORM A PASTE THINNED TO A SLURRY AND PUMPED OR INJECTED INTO THE PIPING AS HEREINAFTER SPECIFIED. 3. IF DIRECT CHLORINE -GAS FEED IS USED IT SHALL BE FED WITH EITHER A SOLUTION FEED CHLORINATOR OR BY A PRESSURE FEED CHLORINATOR WITH A DIFFUSER IN THE PIPE. B. PROCEDURE 1. PRIOR TO CLEANING, REMOVE ALL DIRT AND FOREIGN MATTER BY A THOROUGH FLUSHING OF THE WATER SYSTEM. THE CLEANING AGENT SHALL BE FED SLOWLY INTO THE WATER SYSTEM AND THE CHLORINE APPLIED IN QUANTITIES TO PRODUCE A DOSAGE OF 50 PPM OF AVAILABLE CHLORINE. RETENTION IN THE SYSTEM SHALL BE FOR A MINIMUM OF 8 HOURS. DURING THE PROCESS ALL VALVES AND ACCESSORIES SHALL BE OPERATED. 2. AFTER COMPLETION OF THE ABOVE REQUIREMENTS, THE SYSTEM SHALL BE FLUSHED UNTIL THE WATER IN THE SYSTEMS GIVES CHEMICAL AND BACTERIA TEST READINGS AS REQUIRED BY GOVERNING AUTHORITIES. 3. TESTS SHALL BE CONDUCTED BY A STATE -CERTIFIED LABORATORY AND APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. COPIES OF THE TESTS SHALL BE SUBMITTED TO THE ARCHITECT AND ALL GOVERNING AUTHORITIES. 4. WARNING SIGNS SHALL BE PROVIDED AT ALL OUTLETS WHILE THE CLEANING OF THE SYSTEM IS IN PROGRESS. RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTb1 CHART A-4 Copper Tubing Smooth Pipe TT M __ — L Type K — — 0.4 05 0 08 1 2 3 4 5 8 8 15 FRICTION LOSS IN HEAD, In lbs., PER SQUARE INCH 100- OOT LENGTH DOMESTIC WATER SYSTEM CALCULATION FIXTURE NAME: QTY. F.U. TOTAL F.U. SINK (S-1) 4 2 8 TOTAL WS.F.U. = 8 WSF.U. 8 WS.F.U. = GPM TOTAL COMBINED CW FIXTURE UNITS = F.U. Q GPM SIZE DEVICE 1" PRV 1" BACKFLOW PREVENTER 1" WATER METER STATIC HEAD FIXTURE LOSS TOTAL BLDG. LOSS BLDG. WATER PRESS: MAX. PRESSURE: MIN. PRESSURE: TOTAL BLDG. LOSS: DIFFERENCE: 85 PSI 75 PSI 43.3 PSI 31.7 PSI MAXIMUM DEVELOPED LENGTH: 80 FT. 6 PSI 12.0 PSI 1.6PSI 8.7 PSI 15.0 PSI 43.3 PSI MAX. PRESSURE DROP ALLOWANCE/100 FT OF PIPE: SANITARY WASTE SYSTEM CALCULATION FIXTURE NAME: QTY. D.F.U. TOTAL D.F.U. FLOOR DRAIN (FD-1) 2 2 4 TOTAL SANITARY WASTE D.F.U, TOTAL D.F.U. 38.0 F.U. = 38 F.U., WASTE PIPE SIZE 4"0 MINIMUM PIPE INSULATION FOR TYPE "L" COPPER HOT WATER PIPING 105°F-200°F. PIPE DIAMETER (IN INCHES) INSULATION THICKNESS 0 RUNOUTS UP 2" INCHES 0.5 BRANCHES, 0 MAINS& LOOPS 1"&LESS 1.0 1.25T02" 1.0 2.50 TO 4" 1.5 NOTES: 1 "RUNOUTS' ARE PIPING THAT IS 12 FEET LONG OR LESS AND THAT IS CONNECTED TO FIXTURES OR INDIVIDUAL TERMINAL UNITS. 0 "BRANCHES, MAINS & LOOPS" ARE CIRCULATING PIPING AND PIPING THAT IS OVER 12 FEET LONG AND THAT IS CONNECTED TO FIXTURES OR INDIVIDUAL TERMINAL UNITS. BRANCH PIPE SIZING CHART PIPE SIZE 1/2" 3/4" 1" 11/4" GPM 4.4 15 25 43 F.U. F.V. 0 0 0 35 F.U. F.T. 5 20 40 95 HW F.U. 5 20 40 95 MAXIMUM VELOCITY IN CW PIPE: 8 FT/SEC MAXIMUM VELOCITY IN HW PIPE: 5 FT/SEC FOR oPLIANCE ,rrt(OVED Mg 31. 2019 City of Tukwila BUILDING DIVISION PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL MECHANICAL PLUMBING, ELECTRICAL CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 03/19/20 4/29/19 U z U d LL1 1227 Andover Par WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 Project Manager. CR Dale: 4/29/19 Scale: Project Number. 1902097 SHEET NUMBER 0 re rc x 0 ce 10 re 0 0 U 0 0 2 0- CC ° 0 N 2 0 0 W 0 cc 0 0 V 0 VENT THRU ROOF (VTR, DETAIL 1 P201 I 4 I e i nc PLUMP ENGINEERING INC. KEYNOTES: 0 NEW 1-1/4" DOMESTIC WATER SUPPLY CONNECT TO EXISTING MAIN WATER LINE. FIELD VERIFY EXISTING CONDITIONS & LOCATION.1/2 COLD & HOT WATER DOWN PIPE THRU WALL TO MIXING VALVE TO SERVE SINK. 0 COORDINATE EXACT LOCATION OF MIXING VALVE WITH PROJECT ENGINEER/ARCHITECT, 0 1-1/2" DOMESTIC WATER PIPE DOWN TO WATER HEATER. REFER TO MANUFACTURER SPECS SHEET FOR DETAILS. 0 1-1/2" DOMESTIC WATER PIPE TO SECOND FLOOR. 0 WATER HAMMER ARRESTOR & TRAP PRIMER ENCLOSED IN ACCESS PANEL. COORDINATE WITH ARCHITECTS EXACT A,F.F. HEIGHT. 0 SEE PLUMBING DETAILS FOR WATER HEATER MOUNTING DETAIL. COORDINATE WITH ARCHITECTS AND ENGINEER FINAL MOUNTING HEIGHT SHOWN. FIELD VERIFY EXISTING CONDITIONS. 0 y2. COLD AND HOT WATER BELOW GRADE TO SERVE SINK. T i CONSULTING ENGINEERS 1 r 1 STRUCTURAL MECHANICAL, PLUMBING, ELECTRICAL CIVIL, SURVEYING, / ARCHITECTURAL i I f — — _ _ _ _ I 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com I 1 II I _ _ i -- , , . STORAGE Q&A MEZZANINE A104 GENERAL NOTES I , 1. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS, ANY DAMAGES TO ANY EXISTING WALLS, FLOORS, FINISHES ETC. BY THIS CONTRACTOR ARE TO BE REPAIRED AT THIS CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES, EQUIPMENT AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK. 3. PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE wriH LANDLORD'S ROOFING SUBCONTRACTOR FOR ANY ROOF PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW ROOFTOP UNITS, VENTS ETC. AT CONTRACTORS EXPENSE, TO ENSURE LANDLORD'S ROOF WARRANTY IS NOT INVALIDATED BY TENANT'S ROOF WORK. 4. PROVIDE INDUSTRY STANDARD ISOLATION VALVES FOR HW,DW AND GAS SUPPLY TO FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACTURERS CATALOG. 5. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL PLUMBING FIXTURES PRIOR TO WORK. 6. PIPE SIZES SHOWN ARE MINIMUM SIZES PER CODE REQUIREMENTS. CONTRACTOR CAN UPSIZE PER FIELD CONDITIONS AND COORDINATION WITH PROJECT ENGINEER. 7. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH ARCHITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR TO COSTING ORF WORKS I Stamp: 41.JILA, A. p 0 4 A Sy -<, .c.- ,, c .-. On ' .-, Q., , -6 0 i I I / ONA I. EXP — I --- - -- — -- -- ---, 1 11 osp 9/20 4/29119 CUED 71-- ( \_..,) 5 ) 6 P.: I P NORTH • (3 SCALE: 2 Z SECOND FLOOR PLAN ,,,,,,,,, v) CONNECT TO TOP OR SIDE OF 1 1 1 1 1 1 1 LU 0 < W IL , / I 1 ----, \ , i UJ > LLI , . UJ -Y. co 00 TANK AS REQUIRED FOR MODEL FURNISHED THERMOMETER 0 r.) r r---- ----- --I // ,_- . \ - -"-i - / 7 I-4-- __a_ CO E < > < (I> 0 Q. C L. < < < = INSTALL WITH MINIMUM 6" CLEARANCE TO BUILDING STRUCTURE ABOVE REFER TO SPECIFICATIONS INSTALL ASME TEMPERATURE PROVIDE AUTOMAT IC VACUUM RELIEF VALVE ABOVE TOP OF CHECK VALVE (TYPICAL) SHUT-OFF VALVE AND PRESSURE RELIEF VALVE WITH WATER WillW 0` ....,--- COLD WATER SUPPLY t • FURNISHED HEATER , i 111 A - _41,,..---1+1.1-4....---- ,...„.,,,,-.- HOT WATER TO FIXTURES 3/4" BRANCH TO EXPANSION Q&A LAB - Q&A MICRO • • 0 1 13 c 0 04 . CN D t V) 1 A101 -LAB 4)- r--- 1"-- ROUTE RELIEF VALVE TO TANK PROVIDE 12"WIDE x 12"DEEP HEAT 1 TT ot Q&A MGR n n A102 OFFICE REVISIONS , DISCHARGE PIPE ; , DISCHARGE INTO RECEPTOR :. ? SHOWN ON PLAN, WITH AIR GAP PER LOCAL CODE TRAP AT INLET AND OUTLET (TYPICAL) FOR CITY SUBMITTAL A100 3/8/19 0 I PLAN CHECK 4/2212019 LLI 1.-- i PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE 1-4><I-LocH U .... < PIPE FULL SIZE OF VALVE OUTLET • RECIRCULATION PUMP WITH UNION CONNECTIONS. PROVIDE _ - I- , Apimemillik SHUTOFF VALVE, AQUASTAT AND - ___ DRAIN VALVE WITH HOSE STRAINER UPSTREAM, CHECK i BIBB BY WATER HEATER VALVE AND SHUTOFF VALVE i MANUFACTURER DRIP PAN _.\ DOWNSTREAM i DRAIN LINE TO PROVIDE DIELECTRIC PIPE UNION J F. FLOOR SINK AT TANK CONNECTIONS FOR CONNECTION OF DISSIMILAR E METALS (TYPICAL) i ELECTRIC WATER HEATER PER SPECIFICATIONS AND/OR SCHEDULE _ REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION PIPING ARRANGEMENT SHOWN IS ,... SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER 0, HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES PROVIDE SEISMIC BRACE WHERE REQUIRED. ?, PROVIDE WATER HEATER PLATFORM. INSTALL BOTTOM OF PLATFORM AT MINIMUM 16" ABOVE FLOOR OR HIGH AS POSSIBLE. POWER WIRING AND DISCONNECT ARE SPECIFIED BY ELECTRICAL INTERLOCK OF AQUASTAT WITH 5 RECIRCULATION PUMP IS SPECIFIED BY ELECTRICAL ,-i 1 1 _ 0 ,/ 1 z / P.O.0 2 < 7 I 06 -I 0- u u .1 a 0 n Q 0 0 Can 0 0 TYP. OF 4 0 LL- r Lirt r LIANCE Z : rIKOVED CO ,d4V ‘-.J' +0 L^f f'iht 0 j L 1,3 D ti) 0- City of Tukwila j BUILDING CD DIVISION Projed Manager CR Date: .(15 4/29/19 i= 4 4, Scale .C5 (1) 1 I. Project Number: 1902097 = ,.0 ftv 40 \ (,,,6 ) SHEET NUMBER NORTH FIRST FLOOR PLAN SCALE: 1 P301 SCALE:3 ,A. ELECTRIC WATER HEATER WITH RECIRCULATION PUMP SYSTEM N.T.S 2 “r2 0 0 >- a 0 0 0 0 0 0 0 0 z a. 0 ‘7, 0 0 0 a 2 0 0 0 a. 0. 0 0. 0 0 a. 0 2 2 I— ' fl C PLUMP ENGINEERING INC. CONSULTING ENGINEERS KEYNOTES: 0 CONNECT TO EXISTING 6" SAN. OR LARGER WASTE PIPE. LANDLORD TO PROVIDE SEWER STUB IN CONNECTION WITHIN THE DEMISED PREMISES. FIELD VERIFY AND COORDINATE WITH PROJECT ENGINEER FOR ANY DISCREPANCY PRIOR TO FINAL COSTING AND START OF WORK. 2 GC TO FIELD VERIFY & COORDINATE WITH ALL EXISTING VENT POINT OF CONNECTION OF 2-1 /2' OR LARGER. 2' 3 2" WASTE DN & VENT UP TO SERVE SINK O 2" WASTE DN & 2' VENT UP TO SERVE FLOOR DRAIN. 5 2" VENT UP THRU ROOF (6) 2" WASTE & 2' VENT UP TO SECOND FLOOR 0 SECONDARY PAN 1 d � f J &A STOORAGE GENERAL NOTES 1. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS. ANY DAMAGES TO ANY EXISTING WALLS, FLOORS, FINISHES ETC. BY THIS CONTRACTOR ARE TO BE REPAIRED AT THIS CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES, EQUIPMENT AND RELATED ACCESSORIES PRIOR TO BID. COORDINATE ALL MAJOR DISCREPANCIES WITH PLANS WITH THE ARCHITECT AND ENGINEER PRIOR TO FINAL COSTING AND START OF ANY WORK. 3. PLUMBING AND MECHANICAL CONTRACTOR TO COORDINATE WITH LANDLORD'S ROOFING SUBCONTRACTOR FOR ANY ROOF PENETRATIONS RELATED TO THE INSTALLATION OF ANY NEW ROOFTOP UNITS, VENTS ETC. AT CONTRACTORS EXPENSE, TO ENSURE LANDLORD'S ROOF WARRANTY IS NOT INVALIDATED BY TENANT'S ROOF WORK. 4. PROVIDE INDUSTRY STANDARD ISOLATION VALVES FOR HW,DW AND GAS SUPPLY TO FIXTURES AND EQUIPMENT PER LOCAL CODE & MANUFACTURER'S CATALOG. 5. CONTRACTOR TO PROVIDE CUT SHEET SUBMITTAL OF ALL PLUMBING FIXTURES PRIOR TO WORK. 6. PIPE SIZES SHOWN ARE MINIMUM SIZES PER CODE REQUIREMENTS. CONTRACTOR CAN UPSIZE PER FIELD CONDITIONS AND COORDINATION WITH PROJECT ENGINEER. 7. FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH ARCHITECT & ENGINEER FOR ANY MAJOR DISCREPANCY PRIOR TO COSTING ORF WORKS A 103 Q&A MEZZANINE A 104 I 1 11 II 1 1 I , ! I j , r --- 1 Stomp: 1.111Llia OF R D. A. p • 11 A Sy IG z- r�� 34218 �''s P` 0/ S10.` � �S��NA L E��os%�s%so 4/29119 O ©© 1 F � 0 ��oT" FS 1 I '� ' ©•/ - — — — - — — — — — I 0 �I 7 NORTH • U Z v) W 0 < tY w > ill W CO • e CO oo " O. ?<C od n .I -F i ` u N a ~ 0 N SECOND FLOORSCALE: PLAN 2 „4„=,,� WALL 1 I I I /I iI f - - __ =' N,. .r VENT PIPE THRU WALL UP CONDENSATE DRAIN rI Q&A LAB Q&A MGR I \ `j MI MICRO -LAB \ I A101 j IA102! OFFICE , I I REVISIONS A100 I 1 I \i\r I I\ ._\,— y FS 1 `— — „�-- r — / ( ! FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 1 4/21f20i9 �z �F 6 (2 I 1 I -- RAISED FLOOR � �,, — \' >u,.., °6 — } _ _ Z I— J $ H I \ I / Q� ,^ \i S 1 3 ii I51w: �� :.``� V 0 Z —I \ TYP. OF 4 \ a�l.�'LiIANCE �r�NtVED CO B —1 Q_ ANTI —SPLASH II DOME STRAINER PVC PIPE SIZE \ �i'f I��,<<:; 1 "' 1 d P d F I►fr PLAN \ — [PER — of Tukwila I BUCity 0' iv 6:— ' 2°Q� \ Project Manager. _y— (YP� NOTE: Oate: 4129119 .� 1 ` 1. FLOOR SINK: WATTS FS-730 12" SQUARE X 6" DEEP. 2. SIZE PIPING PER PLANS. SCH-40 ABS DWV FITTING —+- PA' \ scale: Project Number: °" 1902097 6 �� 6 "' ��►►�/ 1 FP NORTH SHEET NUMBER• P302 FLOOR SINK DETAILSCALE: 3 FIRSTFLOOR PLAN 1 1/4„_r-0„ 0 LIJ 11.1 0 a 0 0 u 3 y3 1 8 3 Ua0 =`tea 0• Eon Cr)1404.4 NEW 6" WASTE LINE FROM EXISTING 6" WASTE LINE W4" 2"VTRr 1 FU r N..,111 1-1 /4" COLD WATER LINE CONNECTING TO MAIN WATER LINE Inc PLUMP ENGINEERING INC, CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peicacom Stamp: N D.A,p �0 MASH `&If -00 q 34218 Q ,4 /'SS DNA t. .'' �exP. 03/19/20 4/29/19 • U �/I W 0 ^' L.L W 00 p MM. 0_ co W AN" CN N E I,...1/2" O J p E \ < Q O — CI= • N '-- 1-- r r ©D ©0 1/T // 2FU r r 2FU 1 /2" - 8FU r r \ r 9 FU r \'' r / 2FU WCO� r _ — VI� N. 2FU N` 7FU •,,,\W4" 2FU rr'�2 CEOrr alp 2"VTR A �I WCO V2� \ N. \�\ \rr�� ri N\ r r r y r T r /� V / ,- l�CO �N. FCO \ N \ N. \ 2„ \\�\ ~ ©�� / 1 /2" �\ r 4 FU 1/2" / 6FU rr \ r ��l /2° 1/2' 1/2" N 77lli rr 3FU 2F�rl ©© \ CFDI 1) 2" WASTE & 2" VENT UP TO SECOND FLOOR ,/ r r 1,r / ,— ~ 2 FU 7 ©© \ �, / ✓ WCO �I / 1 /2" COLD AND HOT WATER UP TO SECOND FLOOR / /� // / r /f 1/2" 2FU City GILDING LANCE I S.OVED s of 'Tukwila C31'dlSION REVISIONS FOR CITY SUBMITTAL 3/8/19 11 PLAN CHECK 4/22/2019 Q CX 0 a 0 ce I— LU ,0 v / 0 ZZ_ W D J Project Manager:CR CL Date: 4/29/19 ii Scoie; PZ m Project Number: 1902097 .eC � SHEET NUMBER P303 FIRST FLOOR PLAN WASTE AND VENT ISOMETRIC SO SCALE: 2 - FIRST FLOOR PLAN COLD &HOT WATER ISOMETRIC SCALE: 1 - ,/4„=,,�, 1/4„_1,-O„ 0 (7 0 x a 0 U _ 0 0 0 0 0 0 w 0 0 0 g 0 0 • 0 • 0 ¢ 0 a • • a 0 a a • ATION \ 1902097 - QA LAB\ACAD\PLUMBING\P ASTA TUKWLLA SECTION 15B: PLUMBING: 158 GENERAL INSTRUCTIONS 15B GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAW NGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B DEFINITIONS 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 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: INHERE 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, IT 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. 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. 15B 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 70 8E DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15B MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERW SE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. 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. 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 BE MADE IN A MANNER THAT WLL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WLL 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 PIECES OF 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. 15B COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WLL BE INSTALLED AT THE PROPER TIME, WLL FIT THE AVAILABLE SPACE, AND WLL 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 NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN, CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WTH INFORMATION REGARDING 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 WLL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WTH 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. 158 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WTH 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 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND 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. 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. THE CONTRACTOR WLL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. 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 WLL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED 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 DURING CONSTRUCTION VMEN 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 POLISH EXPOSED SURFACES. 156 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. 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 CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL', REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWNGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWNGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED, SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWNGS WILL 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 WTH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. 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 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. 15B ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWNGS 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. CONTRACTOR SHALL 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, ARCHITECTS WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWNG FILES WILL BE SENT. 158 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, WRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWNGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB- CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF R CLIPS, ST APLES, WORK PAPER 5 APLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL 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. PROVIDE "AS -BUILT DRAWNGS (SEE SPECIAL CONDITIONS). 15B 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 WTH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. 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 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 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, 158 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0- RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 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 WTH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6• LAYERS OF WELL -TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED 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, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWNGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION, REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. D0 NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 158 STRUCTURAL STEEL 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 NONSTRUCTURAL ELEMENTS. 158 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECTS APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B 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" AND SMALLER. PROVIDE GALVANIZED SHEET METAL SLEEVES FOR LARGER THAN 6'. SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON -SHRINK, NON -HARDENING COMMERCIAL SEALANT, PACK WTH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1 /2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WTH 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" ANNULAR CLEAR 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 ZURN. 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 ZURN. 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 WTH SILICONE CAULK PROVIDE 1/2' THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON -PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND BELOW THE CONCRETE SLAB. 15B ELECTRICAL WIRING LINE VOLTAGE WRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WRING DIAGRAMS TO THE DIVISION 18 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 158 EQUIPMENT FURNISHED BY OTHERS 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 DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15B ALTERNATES 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 ALTERNATE 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. 15B UTILITY CONNECTIONS PROVIDE UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWNGS. INSTALL INTERIOR AND EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES COMPLETE AND FUNCTIONING, IN COMPLIANCE WTH 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 W LL TIE INTO THE EXISTING UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION 1MLL 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, 15B MISCELLANEOUS REMODELING WORK 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 WIHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WTH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS -TIGHT. CLEAN TRAP OF DEBRIS AND FILL WTH SILICONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WTH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWNGS 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. 158 BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION 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 OVINER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK 15B 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 PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, 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 WLL 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 WORKNG ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWNGS 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 8E 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 PRESSURE, 156 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWNGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WTH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER, THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WTHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 158 VIBRATION ISOLATION MANUFACTURERS: PROVIDE VIBRATION ISOLATION EQUIPMENT AND MATERIALS BY A SINGLE MANUFACTURER. APPROVED MANUFACTURERS PROVIDED THEIR SYSTEMS ARE IN COMPLIANCE WITH THE SPECIFIED DESIGN AND PERFORMANCE REQUIREMENTS INCLUDE AMBER BOOTH, KINETICS NOISE CONTROL, MASON INDUSTRIES, INC., VIBRATION ELIMINATOR CO., INC., AND VIBRATION MOUNTING AND CONTROLS. GENERAL REQUIREMENTS: SELECT VIBRATION ISOLATORS BY THE WEIGHT DISTRIBUTION TO PRODUCE UNIFORM DEFLECTION. VIBRATION ISOLATORS SHALL HAVE EITHER KNOWN UN - DEFLECTED HEIGHTS OR CALIBRATION MARKINGS SO THAT, AFTER ADJUSTMENT, THE STATIC DEFLECTION CAN BE VERIFIED, THUS DETERMINING THAT THE LOAD IS WITHIN THE PROPER RANGE OF THE ISOLATOR. ISOLATORS SHALL OPERATE IN THE LINEAR PORTION OF THEIR LOAD VERSUS DEFLECTION CURVES, SPRING ISOLATORS SHALL HAVE 50 PERCENT EXCESS CAPACITY WITHOUT BECOMING COIL BOUND. COAT VIBRATION ISOLATORS WITH FACTORY -APPLIED PAINT. INSTALL AND ADJUST VIBRATION ISOLATORS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. PIPE CONNECTIONS. PROVIDE FLEXIBLE CONNECTORS FOR PIPING SYSTEM CONNECTIONS ON EQUIPMENT SIDE OF SHUTOFF VALVES FOR VACUUM PUMPS AND AIR COMPRESSORS. FLEXIBLE PIPING CONNECTORS SHALL BE BRAIDED HOSE TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION. PROVIDE TYPE MWP (METAL AND WAFFLE SAN DW CH PADS) FOR EQUIPMENT MOUNTED ON EQUIPMENT PADS CONSISTING OF TWO 5116 INCH THICK RIBBED OR WAFFLE NEOPRENE PADS SANOWCHING A 16 GAUGE STAINLESS STEEL SHIM PLATE WTH BRIDGE BEARING QUALITY NEOPRENE WITH A MAXIMUM DUROMETER OF 50 AND DESIGNED FOR 15% STRAIN. IF THE ISOLATOR IS BOLTED TO THE STRUCTURE, PROVIDE A NEOPRENE VIBRATION ISOLATION - WASHER AND SLEEVE (UNIROYAL TYPE 820/660, OR AS APPROVED) INSTALLED UNDER THE BOLT HEAD BETWEEN THE STEEL WASHER AND THE BASE PLATE. PROVIDE MASON INDUSTRIES TYPE WSW OR EQUAL. PROVIDE TYPE DDNM (DOUBLE DEFLECTION NEOPRENE MOUNTS) FOR PIPING SUSPENDED FROM THE STRUCTURE WITHIN 50 FEET OF ROTATING EQUIPMENT, CONSISTING OF DOUBLE DEFLECTING, MOLDED NEOPRENE ISOLATORS AND BE LATERALLY STABILIZED WITH ALL METAL SURFACES COVERED WTH NEOPRENE. TOP AND BOTTOM SURFACES SHALL BE RIBBED AND BOLT HOLES SHALL BE PROVIDED IN THE BASE. THE MOUNTS SHALL HAVE LEVELING BOLTS RIGIDLY SECURED TO THE EQUIPMENT. THE ISOLATOR SHALL BE MANUFACTURED WITH BRIDGE BEARING QUALITY NEOPRENE, AND SELECTED FOR A MAXIMUM DUROMETER OF 50 AND DESIGNED FOR 15% STRAIN. DDNM MOUNTS SHALL BE SELECTED FOR A STATIC DEFLECTION OF 3/8 INCH UNLESS OTHERWISE SPECIFIED. PROVIDE MASON INDUSTRIES TYPE ND OR AS EQUAL, PROVIDE TYPE DDNH (DOUBLE DEFLECTIDN NEOPRENE HANGERS) FOR PIPING SUPPORTED ON THE FLOOR WITHIN 50 FEET OF ROTATING EQUIPMENT, CONSISTING OF A MOLDED NEOPRENE ISOLATING ELEMENT IN A STEEL HANGER BOX. A NEOPRENE SLEEVE SHALL BE PROVIDED WHERE THE LOWER HANGER ROD PASSES THROUGH THE STEEL HANGER BOX, SUCH THAT THE HANGER ROD CANNOT CONTACT THE STEEL HANGER. THE DIAMETER OF THE CLEAR HOLE IN THE HANGER BOX SHALL BE AT LEAST 3/4 INCH LARGER THAN THE DIAMETER OF THE HANGER ROD AND PERMIT THE HANGER ROD TO SWING THROUGH A 30 DEGREE ARC. WHEN INSTALLED, THE HANGER BOX SHALL BE ALLOWED TO ROTATE THROUGH A FULL 360 DEGREES WITHOUT ENCOUNTERING ANY OBSTRUCTIONS. THE ISOLATOR SHALL BE MANUFACTURED WITH BRIDGE BEARING QUALITY NEOPRENE, AND SELECTED FOR A MAXIMUM DUROMETER OF 50 AND DESIGNED FOR 15% STRAIN. UNLESS OTHERWISE SPECIFIED, THE STATIC DEFLECTION OF DDNH HANGERS SHALL BE 0.3 INCHES. PROVIDE MASON INDUSTRIES TYPE HD OR AS EQUA IV.r=LANCE I .r1'ROVED City of Tukwila BUILDING DIVISION PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL MECHANICAL PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 vrww.pe(ca.com 4/29/19 Tenant Improvement For: 227 Andover Park E WA 98188 3 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 Protect Monger. CR Date: 4/29/19 Scale: Proect Number: 1902097 Sheet Title: SHEET NUMBER P401 0 0 0 CC 0 CC 0 0 a 0 0 0 rc 0 0 0 m 0 0 0 U • 0 0 0 0 0 0 CAD \PLUMBING\P 402. D W G 15B PLUMBING PIPING 15B PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWNGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, HOT AND HOT WATER RECIRCULATION: DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE \MTH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WTH 95/5 SOLDER, BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T-DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WTH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K' HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WTHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. UNDERGROUND DOMESTIC WATER PIPING 3" AND LARGER SHALL BE CLASS 52 DUCTILE IRON MEETING THE REQUIREMENTS OF ANSI / AWNVA STANDARD C151/A21.51. PIPING SHALL BE DOUBLE CEMENT LINED IN ACCORDANCE WTH ANSI / AWNA STANDARD C1041A21,4. FITTINGS SHALL HAVE MECHANICAL JOINTS. AT CONTRACTORS OPTION, PIPE JOINTS IN STRAIGHT RUNS (NOT AT FITTINGS) AND NOT INSTALLED UNDER OR WTHIN 5 FEET OF THE BUILDING SLAB MAY BE PUSH -ON JOINTS. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI 21.11. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WTH 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. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WTH PVC MEETING ASTM 81784, "SOLID WALL" CELL CLASS 12454E WTH ASTM 2665 SOCKET FITTINGS WTH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. 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, PVC SCHEDULE 40 DWV ASTM D2665 PIPE WTH PVC MEETING ASTM 131784, "SOLID WALL" CELL CLASS 12454-8 WTH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE,. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1.1/4" AND LARGER WASTE CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DV ' COPPER WTH WROUGHT COPPER DRAINAGE PATTERN FITTINGS WTH 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 WTH WROUGHT COPPER FITTINGS FOR 1" AND SMALLER AND "DWY' COPPER WTH WROUGHT COPPER DRAINAGE PATTERN FITTINGS FOR 1.1/4" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED CONNECTIONS MADE WTH 95/5 SOLDER. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, HOT WATER RECIRCULATION, INDIRECT AND CONDENSATE DRAIN PIPE (1MTHIN BUILDING) INTERIOR HORIZONTAL STORM DRAIN PIPING ABOVE CEILING AND EXPOSED 1" ONE-PIECE FIBERGLASS COVERING WTH FIRE-RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WTH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WTH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8' LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WTH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B-LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WTHIN SIX FEET OF VENT THROUGH THE OF 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 INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WTH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WTH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WTH MANUFACTURERS RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B 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 WTH SILVER SOLDER (SILFOS). 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 WTH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WTH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WTH ACID - RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP- WCK 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 WTHIN 1 /16" 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 WTH 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. 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 #SD-2000, CLAMP -ALL "HI TORQUE" 80 IN. LB, IDEAL TRIDON "HD" OR MISSION "HEAVYWEIGHT". PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WTH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE, PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WTH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WTH MASTIC. 15B 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 8- LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WTH 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 WTHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WTHIN 1' 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" AND SMALLER SHALL BE B-LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B-LINE #83170 NF ADJUSTABLE BAND SWVEL RING TYPE. CLEWS HANGERS FOR INSULATED COPPER TUBE 4° AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES IMTH B-LINE #83198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B-LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WTH 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" AND SMALLER SHALL BE B-LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B- LINE #83100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #83373 GALVANIZED STEEL. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B-LINE #133100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #83373 GALVANIZED STEEL, INSULATION PROTECTION SHIELDS: B-LINE #83151 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 WTH B-LINE #83031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WTH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WTH 8-LINE #83058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WTH 3/8"HANGER RODS; 2" EVERY 10' WTH 3/8"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WTN 1/2" RODS, 4" EVERY 10' WTH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY ID'. STEEL PIPE: 1" AND SMALLER - EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" EVERY 10' IMTH 3/8" HANGER RODS; 2-1/2" AND 3" EVERY 10' WTH 1/2" HANGER RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WTHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WTH 3/4" HANGER RODS; 8" AND LARGER WTH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B-LINE 83093 GALVANIZED STEEL WTH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER, SLOPE STORM PIPING AT 1 /8" PER FOOT. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WTH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WTH 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 1/18 BEND AND "Y" FITTINGS. INSTALL PIPE WTH 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 WTH UNIFORM GRADE TO LINE WTH BATTEN BOARDS SET NOT MORE THAN 24-0" APART. CLOSE OPEN ENDS OF PIPE WTH 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 DRAWNGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE 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" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. SLOPE STORM PIPING AT 1/8" PER FOOT. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WTHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WTH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WTH 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 DRAWNGS. 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 DRAWNGS 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" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWNGS. 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 R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 158 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 WTH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B 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 ANSI 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 WTHIN 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. 15B PLUMBING SPECIALTIES PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WTH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WTH 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 DRAWNGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2', AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WTH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WTH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWNGS. 158 CLEANOUTS, FLOOR DRAINS 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" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WTH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWNGS. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWNGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWNGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 46 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WTH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH -IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WTH THE FINISHED FLOOR CONSTRUCTION. WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWNGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWNGS; 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 WTHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. 15B 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, EMERGECNY MIXING VALVES AND TRAP PRIMERS. BALL VALVES 2" AND SMALLER: (MAY BE USED IN LIEU OF GATE VALVES UP TO 2")CLASS 150, TWO PIECE LEAD FREE CAST BRONZE BODY, WTH SWEAT ENDS, CHROME PLATED BRONZE BALL WTH CONVENTIONAL PORT, 600 PSI, BLOW-OUT PROOF STEM BY APOLLO # 70-LF-200, HAMMOND # UP8501, MILWAUKEE # UPBA-150. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE POWERS AS DESCRIBED ON THE DRAWNGS OR EQUAL BRADLEY, LEONARD, LAWLER, SYMMONS OR WATTS MEETING ASSE 1070 WTH LEAD FREE BRASS BODY, NON -CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AS SCHEDULED ON THE DRAWNGS. 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 WTH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. SWING CHECK VALVES 2" AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY AND WTH SWEAT ENDS BY APOLLO # 163S-LF,MILWAUKEE #UP-1509, OR NIBCO # 8-413-Y-LF. INSTALL IN HORIZONTAL PIPE RUNS. 15B SYSTEM ACCESSORIES THERMOMETERS SHALL BE AMERICAN 3" BI-METAL DIAL TYPE WTH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWNGS, PRECISION PLUMBING PRODUCTS "PRIME RITE" OR EQUAL BY MIFAB 0R SIOUX CHIEF WTH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWNGS. PROVIDE ACCESS PANEL WHERE REQUIRED. ICE MAKER CONNECTION BOXES SHALL BE AS SPECIFIED ON THE DRAWNGS, GUY GRAY #BIM875 OR APPROVED EQUAL, WTH 20 GAUGE STEEL BODY BODY, WALL FLANGE AND LEAD FREE BRASS WATER CONNECTION. 158 PLUMBING FIXTURES AND EQUIPMENT 158 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN- STANDARD OR APPROVED EQUAL BY CRANE, GERBER, KOHLER, SLOAN VALVE CO, TOTO-KIKI OR ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST. 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 DRAWNGS 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, WTHOUT 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 WTH SILICONE SEALANT OF A MATCHING COLOR. 15B PLUMBING FIXTURE TRIM FIXTURE P-TRAPS SHALL BE 17 GAUGE BRASS BODY WTH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WTH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. 15B WATER HEATER WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD-WHITE, LOCHINVAR, STATE, RHEEM OR RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWNGS. UNIT SHALL BE ELECTRIC GLASSLINED TANK TYPE COMPLETE WTH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND ASME TEMPERATURE & PRESSURE RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.18 STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WTH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210°F AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WATTS #N36 OR WLKINS #VR-10 \MTH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 2507F TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. RECIRCULATION PUMP: SHALL BE BY GRUNDFOS AS SCHEDULED ON THE DRAWNGS, OR EQUAL BY ARMSTRONG, B&G OR TACO, OF ALL BRONZE CONSTRUCTION WITH AQUASTAT AND / OR TIMER. EXPANSION TANK: EXPANSION TANK SHALL BE AS SCHEDULED ON THE DRAWNGS OR EQUAL BY ARMSTRONG, BELL & GOSSETT, PROFLO, TACO, OR WATTS. UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL, WTH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWNGS. CHARGE TANK WTH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE. �LIANCE� .,- ROVED p, City of Tukwila BUiLpING (DIVISION PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHfIECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 4/29/19 Tenant Improvement For: 227 Andover Park E co co Tukwila, WA 98 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 Project Manoper. CR Date: 4/29/19 SCale: Project Number: 1902997 Sheet Title: PLUMBING SPECIFICATIONS SHEET NUMBER P4O2 ❑ x 0 0 z 0 0 0 s a ❑ 0 Vi a 3 0 0 0 0 0 0 ❑ U 0 0 0 U 0 0 0 a 0 0 z a 0 0 Cr N 0 - 7. U ❑ 0 0 GC