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HomeMy WebLinkAboutPermit PG16-0158 - SOLA SALON STUDIO - WATER SUPPLY, SEWER, SINKS, TOILETS ETCSOLA SALON 351 STRANDER BLVD PG16-0158 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 2623049064 Permit Number: PG16-0158 Address: 351 STRANDER BLVD Issue Date: 12/6/2016 Permit Expires On: 6/4/2017 Project Name: SOLA SALON Owner: 2015 National Electrical Code: Name: REGENCY CENTERS LP 2015 Address: PO BOX 790830 C/O PROPERTY TAX International Mechanical Code Edition: 2015 DEPT, SAN ANTONIO, AZ, 78279 2014 Contact Person: 2015 WA State Energy Code: Name: MEHRAD SADRISABET Phone: (520) 881-1711 Address: 4500 E SPEEDWAY BLVD #20, TUCSON, AZ, 85712 Contractor: Name: MESA VERDE PLUMBING LLC Phone: (520) 808-7667 Address: 724 W PINE ST, TUCSON, AZ, 85704 License No: MESAVVP840RF Expiration Date: 12/6/2018 Lender: Name: Address: DESCRIPTION OF WORK: WATER SUPPLY (CONNECTTO EXISTING), SEWER (CONNECT TO EXISTING), MULTIPLE HAIR AND HAND SINKS, TOILETS, HOT WATER HEATERS, RECIRC LOOP AND GAS TO HWH AND RTU'S Valuation of Work: $90,000.00 Fees Collected: $1,654.91 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 c' Permit Center Authorized Signature: Date: I--`(0( 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: ' � Date: 12 -el/_- `b/ Print Name:�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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. S: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKW 1 Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hip://www.TukwilaWA.,crov Plumbing/Gas Permit No. P� 1 dI Project No. Date Application Accepted: 10 2I I Date Application Expires: (For office use onl}) 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.:Site Address: Address: 35 ST .Ji Q Pte(-V`D. Suite Number: N .rS Floor: 41ZWND 1 eT Tenant Name: SOUS -5,-5 c c)M SToD io S New Tenant: 9.... Yes ❑.. No PROPERTY OWNER Name: Address:533j City: LU OSt�I O State: Q� zip: CONTACT PERSON — person receiving all project communication Name: Address:4_50C) u1�` P -vr,> 2o City:_...��� State: �2 Zip667IZ Phone%J�1 1 ' li ! Fax: - 17761 Email: ll t�.T-J � 1 1✓l�c.-1-�� 1C�(_... GpM PLUMBING CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ Cl0, oco Scope of Work (please provide detailed information): tn/�sTF-K.SyPPt-' P �Cp �c i -7b eX[STS', SEu�t COtJNya To Mu(.T'1 R,E, {-JL1rL 5 (-I�I.�D SWV LSFr p�� T rU t�'i-� oT Lt lZ Fri �F-? f 2G ucop ? �'�S !a P- (!�(,C%� 4 U S Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): 00�',IIJE P B Utility Purveyor: Water: Sewer: H:Wpplications\Forms-Applications On Line\2011 Applications\PlumbingPermit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 2 bb Indicate type of plumbing fixtures and/or _, .s piping outlets being installed and the quanti. -low: Fixture Type Qly Bathtub or combination bath/shower �[ �1 Dishwasher, domestic with independent drain Shower, single head trap Sinks 22. Rain water system — per 2 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 �[ �1 cooler (per head) Lavatory 3Al Urinal Water heater and/or vent Industrial waste 2 Repair or alteration of water piping and/or water treatment equipment :Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic �[ �1 Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain �[ �1 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested iri 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 TH STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW A[JTIJ E Signature: -' �v lJ Date: l Print Name:_ W111W '! GL•iDay Telephone: (50,C) 5Q6 - 3711. Mailing Address: /130 ST -/ff- -90S TcaGsoty AZ 9-5-71+- City .5.71City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK • QUANTITY PAID $1,336.65 PG16-0158 Address: 351 STRANDER BLVD Apn: 2623049064 $1,336.65 GAS $153.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $121.00 PLUMBING $1,119.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE 13000.322.100.00.00 0.00 $1,087.00 TECHNOLOGY FEE $63.65 TECHNOLOGY FEE TOTAL .. ...:1 R000.322.900.04.00 0.00 $63.65 Date Paid: Tuesday, December 06, 2016 Paid By: MICHAEL SISSON Pay Method: CREDIT CARD 154092 Printed: Tuesday, December 06, 2016 9:49 AM 1 of 1 si ^r SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $318.26 PG16-0158 Address: 351 STRANDER BLVD Apn: 2623049064 $318.26 GAS $38.38 PLAN CHECK FEE 13000.322.103.00.00 0.00 $38.38 PLUMBING $279.88 PLAN CHECK FEE TOTALr R9693 R000.322.103.00.00 t 0.00 $279.88 $318.26 Date Paid: Thursday, October 20, 2016 Paid By: GALILEO CONSTRUCTION Pay Method: CREDIT CARD 114351 Printed: Thursday, October 20, 2016 9:44 AM 1 of 1 vS7EM5 ,j INSPECTION RECORD Retain a copy with permit �'�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: .510 t-4 57,4/Z/V Type of Inspection: 6vts Pi FiIML Address: Date Called: Special Instructions: Date Wanted: a.m. ,7-22-17 p.m. Requester: Phone No: 410 Approved per applicable codes. LJ Corrections required prior to approval. 11 Inspector: // Date: 2 i - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P64loO151g INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: soL.h �5%�L6A) F,UMBiMG- Address: 35-1 S TR OV EW R BL ID, Date Called: Special Instructions: Date Wanted: <a.m. Z -Z2 -j7 M. Requester: /14►Ka Phone No: 5-2—c-3 — 9.6 " -71,967 Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: 7 F1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit X6'1 47 _0�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: -56 G /T- Type of Inspection: GRB I)A/-0 Address: -3,5-1 Sxgmmg Date Called: Special Instructions: Date Wanted:a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. M REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD F-9—Retain a copy with permit JQW6-- 0/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit"`��'��� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Approved per applicable codes. 1:1 Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORDL2_ JW6 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: '�C)LA <ALCAJ SlIhO TyAe of Inspection: !<C�,C,1-1V LO . Address: 30 s .� Date Called: Special Instructions: Date Wante a.m. l >7 Request Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: >r r7 �6 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0i Ski Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd- #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: vLA SM)1© Type of Inspection: &&"bLV)2K Address: S-rYr.bW 0-d-Vhl Date Called: Special Instructions: Date Wanted: a. 1-2%Ae p.m. Requester: IKe Phone No: S? -e) r. 908 - ids G'aLL / P)e e Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Datej� 7� REINSPECTION FEE REQUIRED. Prior to next inspection.' fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. 7 PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0158 PROJECT NAME: SOLA SALON SITE ADDRESS: 351 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # DATE: 10/26/16 Revision # before Permit. Issued Deferred # after Permit Issued DEPARTMENTS: A -T Vic, 11—�A� Building Division Fire Prevention ❑ Planning Division ❑ !D- Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 10/27/16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: DATE: DUE DATE: 11/24/16 Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MESA VERDE PLUMBING LLC Home Espanol Contact Safety & Health Claims & Insurance Ok Washington State Department of kj Labor & Industries MESA VERDE PLUMBING LLC Owner or tradesperson SISSON, MICHAEL EDWARD Principals SISSON, MICHAEL EDWARD, PARTNER/MEMBER WA UBI No. 604 044 669 License 724 W PINE ST TUCSON, AZ 85704 520-808-7667 Business type Limited Liability Company Page 1 of 2 Search L&I �flCEt.; A -"L Index Help My I.,&I Workplace Rights Trades & Licensing Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING $1,000,000.00 License no. MESAVVP840RF Effective — expiration Effective date 12/06/2016-12/06/2018 06/13/2016 Bond ................ Expiration date RLI Ins Co $6,000.00 Bond account no. LSM0942231 Received by L&I Effective date 12/06/2016 11/27/2016 Expiration date Until Canceled Insurance Northfield Ins Co $1,000,000.00 Policy no. WS086623 Received by L&I Effective date 12/06/2016 06/13/2016 Expiration date 06/13/2017 Savings ............... .. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ............... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. 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P-9 n n n — I > STUDIO 29 F= COPY ° _ STUDIO 30 STUDIO 32 STUDIO 36 STUDIO 38 - - - _ - ° DOUBLE ° ° STUDIO r _ _ _ I Plan review a r0vg1 is spa to errors and omissions. o - STANDARD _ o STANDARD LARGE - o LARGE -_________ RD =- Approval of con iruc ion documents does .,-,. STANDARD I o p _- 1` o _ not a'llitil(Si1zS I I = I - J the violation of any adopted code or ordinance. Recolpt W UG , �- I - ° _, If�1I o ° _j STUDIO a ° STUDIO 5 of approved Field Cfl d conditions is acknowledged: �• J 2" W UG. ° I Q - - DOUBLE 2" W UG. 0 _ O DOUBLE By. P-9 p P-9 - P-9 P-9 _ o I i 2" W UG. P-9 3" W G.> P-9 -- „ j Date: -12- � 6 / 1� - - P_9 - - r - 2 V OH. ...._.._. o 1 f, UG. I 3"WDNW/WCO & - ° ° ► ! I I( I I -10 P_ I I- I I < 1I I -10 ° - - -- ----------j City of Tu`fil8 2 V UP TO 2 VTR. ----------- L J �=----------- - WCO. L J BUILDING DIVISION -------- ----- 3" WCO, EXIT I --------- F1 3"WDNW/WCO & 2"WDNW/WCO &TWDNW/WCO. -- 3"W ONW/WCO & 1 2"VUPT02"VTR. 1 1 2" V UP TO 2" VTR. 1 1 1 2"VUPTOOH. LEGEND e----� EXISTING PIPING/EQUIPMENT TO BE REMOVED/RELOCATED F 772 EXISTING PIPING/EQUIPMENT TO REMAIN NEW OR RELOCATED PIPING/EQUIPMENT CONNECT NEW TO EXISTING FLOOR PLAN - PLUMBING 1/4'1=111-011 I I I I I _ _O EN TO ROOt ABOVE EXIST. JOISTS 41-011 I I I 1 I EQUIP PLATFORM 153 a-- I I I I I 0 GAP -j CIO, GA WH ,1)0 )0 I II �2" W IN IN WALL, N I I I 12 1 MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 L� SADRt pF WADI S9d> Q 64047 �°���cts��ti�� SIGNAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL:(520)881-1711 FAX:(520)881-1779 E-mail: pet@petmechanlcal.com F-- W Q a W 0 Q REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 A� . gyt City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 -rule oon )l=r%-r PERMIT CENTER STRANDER BLVD. KEYP LAN CH �?1110-Ar \Z-411 V z Q F— W T LO M OSHEET NOTES 1. 2" W DN WITH WCO, W" V UP TO AAV HIGH UNDER SINK. (TYP. ALL ISLAND SHAMPOO SINKS.) 2 2" W DN, 2" V UP TO OH. 3. 2" W ON W/WCO, 2" V UP TO OH. 4. 4" W DN W/WCO, 2" V UP TO OH. 5. CONNECT NEW W TO <E> BF. CONTRACTOR TO FIELD VERIFY EXACT SIZE, LOCATION, INVERT & DIRECTION OF FLOW OF EXISTING MAIN. SEE 1 1.3 FLOOR PLAN - PLUMBING 1/4'1=111-011 I I I I I _ _O EN TO ROOt ABOVE EXIST. JOISTS 41-011 I I I 1 I EQUIP PLATFORM 153 a-- I I I I I 0 GAP -j CIO, GA WH ,1)0 )0 I II �2" W IN IN WALL, N I I I 12 1 MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 L� SADRt pF WADI S9d> Q 64047 �°���cts��ti�� SIGNAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL:(520)881-1711 FAX:(520)881-1779 E-mail: pet@petmechanlcal.com F-- W Q a W 0 Q REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 A� . gyt City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 -rule oon )l=r%-r PERMIT CENTER STRANDER BLVD. KEYP LAN CH �?1110-Ar \Z-411 V z Q F— W T LO M EXISTING HPG & GAS METER TO 'j' REMOVE <E> 1" LOW PRESSURE GAS REMAIN. CONTRACTOR TO PIPE & PROVIDE NEW 2-1/2" PIPE. PIPE COORDINATE WITH LOCAL GAS SIZING BASED ON MAXIMUM DEVELOPED COMPANY & REPLACE IF REQUIRED.�,,���-- LENGTH OF 150 FT. TOTAL NEW LOAD = 945 CFH.%-'-L� +-I��_ 2.1/2" G UP TO OH. 2-1/2" G OH. <E> 2" CW OH. <E> 2" CW OH. EXIT_ / / a r P 10 - --- — 1" CW, HW DN TO "o. L_1 _ _ P=4--- --I - ----- PLUMBING FIXTURE. 1 — — — — — 4 — — ( _1 I PEDICURE PEDICURE I O 9 P_ O O 9 P O O _9 O � _ J 36"X60" 36"X60" — 2" CW 1-1/2" HW 1" G FROM ABOVE. RUN IN ----- 1-1/4" CW, ` \ P-2AL & 2-1/2" G OH. WALL &PROVIDE 1/2" G - - I I `� \ 3/4" HW OH. P-1 A P-6 WITH SOV TO EACH DRYER. f=a F — — — — j - _I ( -- -� -- -� NAIL TABLE ( NAIL TABLE ° ° T I I I I 22"X48" I STUDIO 22 I STUDIO 20 I 22"X48" REF I L — HI ?D ® I I J L STUDIO 18 STUDIO i3 STUDIO i2 STUDIO 11 P-2 P 3 I— P=�— I -P=S JL_ P_B._ J �I I — I�f SPECIAL SPECIAL I — i DOUBLE STANDARD STANDARD STANDARD 1/2 CW, QH� / SERVICES SERVICES� P-6 0 l i DRYER. {SFH) - _ _=� _ _ _ - " ROH. I WOMENS i (TYP.3) `� TT - = l P-2 �j /n- 00 x 56 � U � U i� U — i ` UDDER EE ARCHITE RAL /4" CW OH. TFORM PLAN FOR C TINUATION. 3/4" HWR OH. BREAKROOM i�1 --- --- R--- — —— — —— — —— --- --- — P-2AR ll�_ n n_ P -5A PMNs r7STUD _ ��3/4" HWR OH. P-62" CW,1-1/2" HW IO 24 STllDiO 23 STUDIO 21 STUDIO 19 STUDIO 17 I I STUDIO 14 O 1 P—g p°oo STANDARD ° STANDARD STANDARD ° STANDARD ° STANDARD II (I STANDARD `p-1WA °o o �✓��� \ / j• // I I I I \ P_9 STUDIO 10 2 SPECIAL — STUDIO 25 i! O 2 O - 1 O _9 P—g O 1 O O SERVICES STUDIO 9 10 p STUDIO 8 STANDARD. P-9 FO 0. �\ P_9 o°°p �\ 0 i P_9 j — , i `' SPECIALF SPECIAL _ .—. L- � SERVICES SERVICES P-9 10 P f 1/2"CW, HW OH. P-9 .lo 2" CW, 1-1/2" HW OH. (I 0 of 3 OH. - - 3 �, W, H1 01� ,� a o P- I i 1/ A HW 0 , u 3/4 CW, HW OH. - STUDIO 27 / �� i I 3/4 HW OH, � II t — —firs — -- - ° \ 1 ! 0 4" CW HW OH. 0 \73 4"' HW , STUDIO 16 ,� s uDlo 15� 3/4" C — 1-1/4 CA HW OH. k �.� 1-1/2 1 CW, �` i / 1 /4" C ;.,W 0 1/2 CW, HW OH. / 1 CW, H OH, �\ Li �i� / (j STUDIO 26 STUDIO 34 STUDIO 35 O ] —j LARGE ARGE1/2° CW1 HW OH. O Q O WR OH. O STANDARD LARGE LARGE P_g °°°° 1/2" H `\ 10 P 0 P=9P-9 - X10--- P-9 P_y — 1/2" CW, 3/4" HW OH. P.9 — — — — - O°op U p°o0 1 1 — '° �/ STUDIO 3 O t` P- LARGE 0 0 \� 1/2" HWR OH. STUDIO 6 a o °° sruDlo r SPECIAL :UH SPECIAL Si UD10 28 STl)f)10 31 I — STUDIO 33 —STUDIO 37 - STUDIO 39 STUDIO 40 STUDIO 2 SERVICES CERVICES STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD P10 P-1 1-1/4" CW, HW OH. � .- — — — __. .- � __ TT � TT >� U u u u 0 — I n P -�- 0 �r 9 n F7 n n -- 11-- 9 STUDIO 29 ------- --- - _ _ _ o DOUBLE STUDIO 30 ° STUDlO 32 STUDIO 36 ° STUDIO 38 STUDIO 1 0 STANDARD STANDARD LARGE LARGE—� — g = o „ ° ( _ ° — — o ° _ STANDARD I 0 0 —� I 0 — I 1 CW, HW OH. I _ _ 0 ! I /\L 0 I I I 0 I � I I I STUDIO 4 STUDI 5 — _ I 1/2.. CW, HW UG. RO ( 0 DOUBLE „ ° DOUB E 3 1/2" CW, HW UG. \. 1-1/4" CW, 1/2" CW, HW UG. ° I i 4 8 1-1/4" HW OH, ° 1/2 CW, HW UG. P 9 P-9 - 1 CW, HW OH. P-9 P-9 P-9 S — o P P_9 — P-1 P-9 1/4" CW, HW EXIT D `_' L1/2" CW, HW UG. Z112" CW, HW UG. -O `=' LEGEND e — — — 3 EXISTING PIPING/EQUIPMENT TO BE REMOVED/RELOCATED EXISTING PIPING/EQUIPMENT TO REMAIN NEW OR RELOCATED PIPING/EQUIPMENT CONNECT NEW TO EXISTING FLOOR PLAN -PLUMBING 2" CW, 1-1/2" HW & 2-1/2" G OH. 1-1/4" G OH. 1/4"= 1 t-0" 1" CW HW DN l W, 1/2 HW & 1 G DN TO GAS H. OPEN To VE 1-1/2" CW, 1-1/4" HW OH. 1-1/2" CW, 1" HW OH. EQUIP PLATFORM I 153 -1/4" G DN WITH WH -1 (120 CFH) 1" G TO EACH WH. 1-1/2" CW, HW WH -2 (120 CFH) DN TO EACH WH. �y PV(H 30 ' 3/4" HWR OH. 2" CW, HW OH. RP -2 I H 2" CW,1-1/2" HW OH. -2" G WNALVE & I I CAP FOR AC UNITS. II _ it II II MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 or-_ SADRI 4F wA sq� A 5U7 w CiSTT✓n' �`rS10NAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanical.com 1" CW DN TO PLUMBING FIXTURES 1/2" CW DN TO P -5A. 1/2" HW OH. 1/2" HW DN TO PLUMBING FIXTURE. 3/4" CW, 1" HW OH. D 1/2" CW, HW UG. 4 REVIEWED FOR or)E COMPLIANCE 3 APPROVED NOV 0 7 2016 City of Tukwila BUILDING DIVISION COPYRIGHT©2016 BY 12 ARCHITECTS U z i - U) I— LO LO C'7 C0 O RENOVATION SHEET NOTES 1 1/2" CW, HW DN TO PLUMBING FIXTURES. 2. 3/4" CW, HW DN TO PLUMBING FIXTURES. 3. 3/4" CW, HW DN WITH 1/2" CW, HW TO P-10 AND 1/2" CW, HW TO UG AND TO P-9. 4. 1/2" CW, HW UP. 5. 3/4" CW, HW DN WITH 1/2" CW, HW TO P-9,1/2" CW, HW TO P-10 AND 1/2" CW, HW TO UG AND TO P-9. 6. 3/4" CW, HW DN WITH 1/2" CW, HW TO EACH P-10 AND TWO 1/2" CW, HW TO UG TO EACH P-9. 1. 1/2" CW, HW DN TO UG AND UP AT P-9. FLOOR PLAN -PLUMBING 2" CW, 1-1/2" HW & 2-1/2" G OH. 1-1/4" G OH. 1/4"= 1 t-0" 1" CW HW DN l W, 1/2 HW & 1 G DN TO GAS H. OPEN To VE 1-1/2" CW, 1-1/4" HW OH. 1-1/2" CW, 1" HW OH. EQUIP PLATFORM I 153 -1/4" G DN WITH WH -1 (120 CFH) 1" G TO EACH WH. 1-1/2" CW, HW WH -2 (120 CFH) DN TO EACH WH. �y PV(H 30 ' 3/4" HWR OH. 2" CW, HW OH. RP -2 I H 2" CW,1-1/2" HW OH. -2" G WNALVE & I I CAP FOR AC UNITS. II _ it II II MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 or-_ SADRI 4F wA sq� A 5U7 w CiSTT✓n' �`rS10NAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanical.com 1" CW DN TO PLUMBING FIXTURES 1/2" CW DN TO P -5A. 1/2" HW OH. 1/2" HW DN TO PLUMBING FIXTURE. 3/4" CW, 1" HW OH. D 1/2" CW, HW UG. 4 REVIEWED FOR or)E COMPLIANCE 3 APPROVED NOV 0 7 2016 City of Tukwila BUILDING DIVISION COPYRIGHT©2016 BY 12 ARCHITECTS U z i - U) I— LO LO C'7 C0 02" VTR. - 2" v oH-�-2" v.- - I -- 2" V. .00,i -- P_9 -I -�2" V p=9 - 2 V. 1 --- 1 P-10 <E> 6"WBF. --- � 3"WBF. ---q2" V P-9 - I --- 211 V P-10 - -- 2" V 0H:0, - - 1 P-7 qr2�, V — 3"WBF. I p=7 A P-10 2" V OH7 -d L211 V. 3"WBF. -- 3 W BF. -- I 1VTR. 2" V OH.V. -�--�-2 V 3"II 1 --I 3" VTR. .0e- 1 1 -- 2 V. ( K I <E> 6 W BF. �IL --�r-2 , V. I P 9 P-9 - 2 V. J - 1 I I \\� 2" V OH. - V - 2,, V. I P-8 ( --- P=9 q,-2 U. t\\ -- 2" V ( WCO -- 211 V I P-10 P-6 -- i p._8 ® -- wco J - j p-10 wco PP -4 PP -3 'p-8 - 2 II BF. W 2" V OH: -r, - - 2" V. �j'� 311 WBF. WCO 2" W BF. 3" W BF. I wco ,,-- 2"WBF. I p-9 \ <E> 6.. W BF. tr nU_ -- 2� V 1 dr2� V \\ ��� IAI RG P-9 \ -2" V OH. \ \ \ 2" V OH7\ 2" V. 2" V. I lI I \\ I 3" W BF. 2" U \\-2" V 0H. I \ P-9 1 \ \ \ \ WCO P-9 \\� cb-2" V IA 2 VTR J.'� PP -9 I I 2' V. �`-2" V. I P-10 1 WASTE & VENT DIAGRAM N.T.S. 2" V OH V OH. - ----�-2" V VTR. I \ --- 211 \ ( 2"VOH. 100 - -�\ P -2A %-211 V \ \ 2"VOH. - 2"V \\\ P-6 I 2 V�t�\ \\ <E> 6"WBF. PJ -2 �-\\ 2" V \ 19 P-9\ - - I �211V. 1 � �� 4"WBF. --- P-2 I �2" V�2 V `A-2 V. - 1 �' I P-1 A -- P -2A I (- -� r -- I WCO 4" W BF. �2" V 4" W BF. --eA - P_6 2"WBF, I 69 - - 2" W BF. P -5A - P-1WA \ \ 4"WBF. 3"WBF. \\\ \\d-2"VOH. \ \ 00 \1 �-2" V. -.0, - - 2" V. - --�2�� V P=10 --- I wco --�2" V. P-10 1 211 V. wco - y1i1 I -12" V 2"VOH-- P-9 2" V. P=9 ( I P-9 2" UTR). L I Ill .10, \ I'\ 2��VOH�-- `1�21� \ \ I \ '%2..V \\-- I P-10 \\\6C2"VOH. P-10 P-9 \ \ Ile WCO \ \ \ 2" W UG. CO \\ - - 2" W UG. -- W UG. 2" V OH-�--- - - - - - - 2" V.-� /I COPYRIGHT RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SADRj WAS�r Sq� CID v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail:16 pet@petmechanical.com 2016 BY L2 ARCHITECTS 0 w M O 0- z z Z W H "r - Lo ' ^ L J co co <E> 2" CW OH. r' 1" CW OH. — r / 3/4" CW OH. r r / / / 1/2" CW, HW r p—g — 3/4" CW, HW P-1 A / P_9 r / / 3/4" HWR OH. 1-1/4" CW, 3/4" HW OH. 1/2" CW, HW 1/2" , r / / P-9 3/4" CW, HW 01 r P_9 1/2" CW, HW 1/2" CW, HW 000,- / P_9 / / 1/2" CW, HW / / / P-10 1/2" CW, H I 1 1 r P_9 / I 3/4" CW, HW / / P-10 - r— / I / \ 1/2" CW, HW OH. 1/2" CW, HW 1/2" CW, HW r // OPTIONAL 1/2" I CW, HW PEDICURE P-9 1/2" CW, HW — / 1/2" CW, HW OH. / 3/4" CW, HW OPTIONAL *'%b SHOCK ARRESTOR PEDICURE ON CW AND HW. - 1/2" CW, HW OH. 1-1/2" CW 1/2" CW, HW 1" HW OH. P-10 PP=9 P=9 P=9 <E> 2" CW OH. K PP -8 I / / 3/4" CW, HW p_9 � � " / I P_9 � 3/4 CW, HW OH. 1/2 CW, HW OH. 1CW, HW P 8 1 vl� i 1/2" CW, HW, op 2 CW, 1-1/2" HW (TYP.2) t''l N f 4 4 IIIH 111 .1 1/2" CW, HW OH. P-10 1/2" CW, HW. / 1/2" CW, HW P3 1/2II CW, HW P=4 r00 T�� IREF� 1/2" CW TO VALVE BOX. / // 0 -**,40 I (TYP.Z) P-9 � /I i I� 1/2" CW, HW (TYP.3) / 1/2" CW, HW.000— K P=8 I v 3/4" HWR OH, / �Ir`I J VIS 1-1/2" CW, HW. RP -1 / / 2" CW, HW OH. RP -2 � / 1 3/4" CW, HW / L-2[ WH -1 3/4" HWR OH. 1/2" CW FROM TPV AND UG TO P-6. 2" CA 1-1/2" HW OH. 1/2" CW, HW 1/2" CW, HW. - (TYP.4) 3/4" CW, HW 1/2" CW, HW 1/2" CW, HW. / rr— u 3/4" CW, HW OH. —1-1/2" CW, 1-1/4" HW OH. ,o,— 1-1/4" CW, HW OH. 1/2" CW, HW 3/4" CW, HW 1/2" CW, HW UG. 3/4" CW, HW / • 1-1/4" CW, HW OH. 1/2" CW, HW. (TYP.2) 1-1/4" CW, HW OH, / // / / 1-1/4" CW, HW OH. 1" CW, HW OH. / 14" HWR OH. —r r_c 1/2" CW P_2 1/2" CW. JK AND P -2A 1/2" CW, 1/2" HW OH. NCING VALVE. / l P-1 WA 1/2', CW. 1/21, CW. P -5A 3/4" HW OH. 1/2" CW FROM TPV P-10 AND UG TO P-6. (TYP.2) 1/2" CW, HW 3/4" CW, HW P-10 \ 3/4" CW, HW OH. LP -10 5�1 / / >1110, 1/2" CW, HW. ,-1/2" CW, HW OH. P-10 I J P-10 �J )1" 1/2" CW, HW. / / & —Q P — 3/4" CW, HW P-9 P-10 P-10 _9 i 1/2" CW, HW UG. 1/2" CW, HW UG. 3/4" CW, HW ---' PP -99 1/2" CW, HW. `. 1/2" CW, HW P-10 P-10 P-10 3/4" CW, HW OH. 1/2" CW, HW 1/2" HWR OH. \ r CW, 3/4" HW OH. \I ni irrnv ehin --,1/2" CW, HW P-10 1/2" HWR OH. 1/2" CW, HW 1/2" CW, HW UG. 3/4" CW, 1" HW OH. -- 3/4" CW, HW P-10 P-10 P_9 1/2" C 010 W, HW 1/2" CW, HW UG. / P-10 ( . P-9 3/4" CW, HW 1/2" CW, HW UG, V0,001-1. I� REVIEWED FOR tel, OI 3/4" CW, HW BODE COMPLIANCE / /' P-9 APPROVED 101 P-1N2OV 0'7 �0�6 t oe p_g City �of'�u�ta o oe BUILDING 01V[819NN \-1/2" CW, HW UG. 1/2" CW, HW UG. WATER RISER DIAGRAM N.T.S. w RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER 9 SAD) I WAs �P0.o �sS10NAL �� PROFESSIONAL ENGINEERING & TECHNOLOGY w w O Q W u Z Q F— U) T— Lo M co PROVIDE & INSTALL - PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. � UP THRU ROOF WITH - CONCENTRIC VENT KIT. HW SUPPLY ASME P -T RELIEF VALVE FULL SIZE P -T RELIEF, EXTEND TO TERMINATE OVER FLOOR SINK. INTAKE ABS EXHAUST PVC/ABS FLOOR FLASHING ROOF HW PIPE SEE PLAN FOR SIZE WH -2 PROVIDE & INSTALL - PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. UP THRU ROOF WITH - CONCENTRIC VENT KIT, ASME P -T RELIEF VALVE FULL SIZE P -T RELIEF, EXTEND TO TERMINATE G SEISMIC STRAP (TYP.) OVER FLOOR SINK. GAS COCK & UNION INTAKE ABS EXHAUST PVC/ABS �- 6" LONG DIRT LEG 12" HIGH PLATFORM WITH SHEET METAL COVER, FLOOR WATER HEATER PIPING SCHEMATIC N.T.S. <E> GAS METER -� 2-1/2" G. - (L=20' -0") 2-1/2" G. - (L=51 -011) SOV 2-1/2" G. 1" G. (L=5'-0") FLASHING ROOF VACUUM RELIEF VALVE "WATTS" #N36 -M1 G HW SUPPLY 7 HW PIPE SEE PLAN FOR SIZE WH -1 1/2" G EACH. 1" G. (L=20'-0") GAS RISER DIAGRAM N.T.S. ACKED %SHER/DRYER (j5 CFH) STACKED WASHER/DRYER V, G, STACKED (35 CFH) (L=5'-0") WASHER/DRYER 21/2„ G (35 CFH) (L=10'-0") 1 1/4" G 1-1/4" G.1-011) 2" G. -----,O- 2" . /2" G WNALVE & CAP TO AC UNITS. GAS TABLE APPLIANCE MARK DEMAND CFH DISTANCE FROM METER (FT,) PIPE SIZE (IN.) REMARKS WH -1 120 70 1 WH -2 120 70 1 DRYER 35 70 1/2 DRYER 35 70 1/2 DRYER 35 70 1/2 AC UNITS ALLOWANCE 600 150 2 TOTAL 945 150 2-1/2 WH -1(120 CFH) - CW & HWR PIPING. SEE PLAN FOR SIZE -.--- SOV (TYP.) i-- RP CHECKVALVE, (TYP.) B & G CIRCUIT SETTER. SET AT 4,5 GPM 3/4" UNION (TYP.) ET I SUPPORT STRAP TO WALL BRACKET. G SEISMIC STRAP (TYP.) GAS COCK &'UNION 2" G. (L=10'-0") WH -2 (120 CFH) V G. 24 GAUGE GALVANIZED STEEL WATER TIGHT DRAIN PAN. EXTEND 3/4" DRAIN LINE TO TERMINATE OVER FLOOR SINK.`` PAN SHALL BE 2" DEEP AND MINIMUM 2" LARGER THAN WATER HEATER DIAMETER. 6" LONG DIRT LEG 12" HIGH PLATFORM WITH SHEET METAL COVER. AIR ADMITTANCE VALVE �v VENT HIGH AS POSSIBLE UNDER COUNTER HAIR TRAP 2" CLEANOUT J FINISH FLOOR LONG SWEEP FITTING (TYP.) SLOPE DOWN TYP. ISLAND SHAMPOO SINK AIR ADMITTANCE VALVE SCHEMATIC N.T.S. P-022 CW & HW 1/4 TURN SWEAT ON CW AND HW. HAMMER ARRESTI CW AND HW. FRONT PANEL W/ SCREWS FURNISH FIXTURE 2" V WALL BOX RECESSED IN WALL 2" STANDPIPE TRAP A.F.F. 2" WASTE CLOTHES WASHER BOX DETAIL CONCRETE SURFACE OR FLOOR COVERING, AS REQUIRED CLEANOUT COVER CSK SCREW CLEANOUT PLUG 7-4 b ♦ a d . FINISHED FLOOR CAULKING FERRULE FLOOR CLEANOUT IN FINISHED ROOMS N.T.S. P-043 PROVIDE CAPPED TEE (WITH SCREWED CAP) AT END AND EACH CHANGE OF DIRECTION FOR USE AS CLEAN OUT. IIDAIAI I IKIC QWAI I DG AT TERMINATION/CONTINUATION CONDENSATE TRAP DRAIN N.T.S. P-023 N.T.S. P-056 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 City of Tukv i[a BUILDING D{VIS{ON RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E -mal: pet@petmechanical.com COPYRIGHT ©2016 BY L2 ARCHITECTS -1 WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanlca ccom COPYRIGHT © 2016 BY L2 ARCHITECTS . . O F - z W w O Q z W 1_ LO CD FIXTURE SCHEDULE FIRE SPRINKLER GENERAL NOTES 1. MARK FIXTURE QTY CONNECTION in. SPRINKLER SYSTEM AS AN EXTENSION OF THE EXISTING SYSTEM IN ALL AREAS OF THE TENANT WATER SPACE AFFECTED BY RENOVATION. WASTE SYSTEM TO BE DESIGNED FOR THE HAZARD OCCUPANCY AS REQUIRED BY BOTH THE MOST RECENT HW 'CW` V F.U. F.U. F.U. F.U. P -1A LAVATORY (ADA) 1 1/2 1/2 2 2 2 2 2 2 P-1WA LAVATORY (ADA) 1 1/2 1/2 2 2 2 2 2 2 P-2 WATER CLOSET 2 - 1/2 4 2 5 10 6 12 P -2A WATER CLOSET (ADA) 2 - 1/2 4 2 5 10 6 12 P-3 SINK 1 1/2 1/2 2 2 2 1 2 2 2 P-4 MOP SINK 1 1/2 1/2 3 2 3 3 3 3 P -5A EWC (ADA) 1 - 1/2 2 2 1 1 1 1 P-6 FLOOR DRAIN 3 - - 2 2 - - 2 6 P-7 FLOOR SINK 3 - - 2 2 - - 2 6 P-8 WASHER BOX 3 1/2 1/2 2 2 4 1 12 4 12 P-9 SHAMPOO SINK 34 1/2 1/2 2 2 2 68 2 68 P-10 SINK 19 1/2 1/2 2 2 2 38 2 38 TOTAL GAIN/LOSS +/- 148 164 NOTE: THE FIXTURE UNIT (WATER AND WASTE) SHOWN ARE PER ADOPTED LOCAL PLUMBING CODE FOR PIPE SIZING. THE SEWER CONNECTION FEE SHALL BE BASED ON THE LOCAL WASTE MANAGEMENT REQUIREMENT NEW WATER PIPE SIZING CRITERIA 1. 2. 3. 4. 8.8 PSI/100 FT OF PIPE (MAXIMUM ALLOWABLE PER 100 FEET OF PIPE) TOTAL WATER FIXTURE UNITS THIS TI = 148 148 FU'S = 55 GPM. 55 GPM AT 8.8 PSI/100 FT = 2" PIPE REQUIRED FOR THIS T.I. BRANCH PIPE SIZING CHART BASED ON 8.8 PSI DROP PER 100 FT PIPE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" F.U. 3 10 26 42 86 225 GPM 3 8 18 25 40 70 WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanlca ccom COPYRIGHT © 2016 BY L2 ARCHITECTS . . O F - z W w O Q z W 1_ LO CD FIRE SPRINKLER GENERAL NOTES 1. A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM CURRENTLY EXISTS THROUGHOUT THE BUILDING. CONTRACTOR TO MODIFY EXISTING SYSTEM AND/OR FURNISH AND INSTALL AN APPROVED FIRE SPRINKLER SYSTEM AS AN EXTENSION OF THE EXISTING SYSTEM IN ALL AREAS OF THE TENANT SPACE AFFECTED BY RENOVATION. 2. SYSTEM TO BE DESIGNED FOR THE HAZARD OCCUPANCY AS REQUIRED BY BOTH THE MOST RECENT EDITION OF THE NFPA-13 PAMPHLET AND LOCAL AUTHORITY HAVING JURISDICTION. COORDINATE THE DESIGN WITH THE OWNERS INSURANCE UNDERWRITER FOR ANY REQUIREMENTS ABOVE AND BEYOND THE PREVIOUSLY MENTIONED REQUIREMENTS. 3. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LOCAL FIRE DEPARTMENT 4. (AUTHORITY HAVING JURISDICTION), INSURANCE COMPANY, AND ARCHITECT/ENGINEER. COORDINATE SPRINKLER HEAD AND PIPE LOCATIONS WITH CEILING PATTERN, AIR CONDITIONING DUCT WORK, LIGHTS AND ALL WORK OF OTHER TRADES. CENTER SPRINKLER HEADS IN AT LEAST ONE DIRECTION IN CEILING TILES. 5. ALL HANGERS, HANGER SPACING, SWAY BRACING AND SWAY BRACE SPACING SHALL MEET THE REQUIREMENTS OF NFPA-13. 6. PENDENT SPRINKLER HEADS SHALL BE RECESSED TYPE WITH FINISH AS SELECTED BY ARCHITECT, EXISTING HEADS MAY BE REUSED PROVIDED THEY ARE THE RECESSED TYPE AND SELECTED FINISH. PROVIDE SPARE SPRINKLER HEADS AS REQUIRED BY NFPA-13. 7. ALL SPRINKLER PIPING SHALL BE BLACK STEEL, SCHEDULE 40. 8. PAINT SPRINKLER RISER LOCATED OUTSIDE WITH RUST PRIMER AND RED FINAL COAT. 9. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE BIDDING. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK., WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. 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STUDIO 27 I I - ��`' j �� 3" W DN W/WCO I 211VOH. &21,VUPTOOH. ° STANDARD t C- ^ I - 1� ^ 0 1 I 2 SSE „ ) FL-r+to/iIT RE,\?;;IEEE D FOR: Ga�klachanical !7 Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION p U ;� r STUDIO 16 STUDIO 15 - �� \ L I ► ,� Changan Shall be made to the sots Al NO � `� u �r, of -Work Wthout prier approval of LARGE LARGE ]E6 --o `' TWkwila Building Division. STUDIO 2 I s ruDla 3 � STUDIO 35 I _ _-- NOr.-: Revisions iail require a new pan subm tta! _ r j (— — —II— = - —1 F_ —1 I - HAIR TRAP (TYP.) R p F- STANDA l LARGE LARGE 3"WBF, 2" V OH. P-9 " OH. I �- �� C� and May irrti uda 1 �,y P-9 f i 3n W DN W/WCO <` 7 - - P-9 P-9 \ n \ - 3" W BF. I & 2" U UP TO OH. ` J <;' I - - 10 P - - �I 30 W BF. ----- - --- - - --- - - --- - - - - - - 3" W DN W/WCO & 2" V UP TO 2" VTR. F I __ �' D W/WCO I P-9 < f'_ P-9 0000 -' ---1'=9 P-9 & 4 3° DN W C & --P=g--- >,3'W B:. 3� W BF. - 000Q T W BF. ---- 3 W B . - - � UP TO 3 R. - STUDIO 3 CORE DRILL THROUGH -- ----------- ---- --- ---- --- -- ---- ---- ---- - - --- -. -�- --- ---- --- --- ---- - - ----- ----- ---- ----- - ------ ----- ---- ----- ---- - - = -- ---------�----- - --- - - - ' l- - __1 �- - ---- --- ---- ---- -- - .. EXISTING STEM WALL. TYP. 4 LOCATIONS ----- ----- ---- - O(�� O \ ��� _L�i 0 STUDIO 6 STUDIO 7 I I I II o 0 0 0 _ STUDIO 28 l - -------- --------------- --------------- J STUDIO 31 - STUDIO 33 STUDIp 37 STUDIO 30� STUDIO 40 I STUDIO 2 SERVICES SPECIAL F _F _T SPECIAL I STANDARD STANDARD � 111 -101'... uGRVICES STANDARD STANDARD STANDARD STANDARD STANDARD ,I 2�� W 2 V _ I UG, 0 `4 ` – �– –_ _– L_ -� 2 W DN W/WCO & f f - _ _ --- --- 2" U UP TO 2" VTR. Lj i t i t ►-► -IT I -P-10 SEE 1 U u u _ _ 1.3 A_- C :3 3" W UG. 3.. W UG. ^I n n 3"W UG. n 3 W UG. P-9 n n n — I > STUDIO 29 F= COPY ° _ STUDIO 30 STUDIO 32 STUDIO 36 STUDIO 38 - - - _ - ° DOUBLE ° ° STUDIO r _ _ _ I Plan review a r0vg1 is spa to errors and omissions. o - STANDARD _ o STANDARD LARGE - o LARGE -_________ RD =- Approval of con iruc ion documents does .,-,. STANDARD I o p _- 1` o _ not a'llitil(Si1zS I I = I - J the violation of any adopted code or ordinance. Recolpt W UG , �- I - ° _, If�1I o ° _j STUDIO a ° STUDIO 5 of approved Field Cfl d conditions is acknowledged: �• J 2" W UG. ° I Q - - DOUBLE 2" W UG. 0 _ O DOUBLE By. P-9 p P-9 - P-9 P-9 _ o I i 2" W UG. P-9 3" W G.> P-9 -- „ j Date: -12- � 6 / 1� - - P_9 - - r - 2 V OH. ...._.._. o 1 f, UG. I 3"WDNW/WCO & - ° ° ► I I I( I I -10 P_ I I- I I < 1I I -10 ° - - -- ----------j City of Tu`fil8 2 V UP TO 2 VTR. ----------- L J �=----------- - WCO. L J BUILDING DIVISION -------- ----- 3" WCO, EXIT I --------- F1 3"WDNW/WCO & 2"WDNW/WCO &TWDNW/WCO. -- 3"W ONW/WCO & 1 2"VUPT02"VTR. 1 1 2" V UP TO 2" VTR. 1 1 1 2"VUPTOOH. LEGEND e----� EXISTING PIPING/EQUIPMENT TO BE REMOVED/RELOCATED F 772 EXISTING PIPING/EQUIPMENT TO REMAIN NEW OR RELOCATED PIPING/EQUIPMENT CONNECT NEW TO EXISTING FLOOR PLAN - PLUMBING 1/4'1=111-011 I I I I I _ _O EN TO ROOt ABOVE EXIST. JOISTS 41-011 I I I 1 I EQUIP PLATFORM 153 a-- I I I I I 0 GAP -j CIO, GA WH ,1)0 )0 I II �2" W IN IN WALL, N I I I 12 1 MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 L� SADRt pF WADI S9d> Q 64047 �°���cts��ti�� SIGNAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL:(520)881-1711 FAX:(520)881-1779 E-mail: pet@petmechanlcal.com F-- W Q a W 0 Q REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 A� . gyt City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 -rule oon )l=r%-r PERMIT CENTER STRANDER BLVD. KEYP LAN CH �?1110-Ar \Z-411 V z Q F— W T LO M OSHEET NOTES 1. 2" W DN WITH WCO, W" V UP TO AAV HIGH UNDER SINK. (TYP. ALL ISLAND SHAMPOO SINKS.) 2 2" W DN, 2" V UP TO OH. 3. 2" W ON W/WCO, 2" V UP TO OH. 4. 4" W DN W/WCO, 2" V UP TO OH. 5. CONNECT NEW W TO <E> BF. CONTRACTOR TO FIELD VERIFY EXACT SIZE, LOCATION, INVERT & DIRECTION OF FLOW OF EXISTING MAIN. SEE 1 1.3 FLOOR PLAN - PLUMBING 1/4'1=111-011 I I I I I _ _O EN TO ROOt ABOVE EXIST. JOISTS 41-011 I I I 1 I EQUIP PLATFORM 153 a-- I I I I I 0 GAP -j CIO, GA WH ,1)0 )0 I II �2" W IN IN WALL, N I I I 12 1 MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 L� SADRt pF WADI S9d> Q 64047 �°���cts��ti�� SIGNAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL:(520)881-1711 FAX:(520)881-1779 E-mail: pet@petmechanlcal.com F-- W Q a W 0 Q REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 A� . gyt City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 -rule oon )l=r%-r PERMIT CENTER STRANDER BLVD. KEYP LAN CH �?1110-Ar \Z-411 V z Q F— W T LO M EXISTING HPG & GAS METER TO 'j' REMOVE <E> 1" LOW PRESSURE GAS REMAIN. CONTRACTOR TO PIPE & PROVIDE NEW 2-1/2" PIPE. PIPE COORDINATE WITH LOCAL GAS SIZING BASED ON MAXIMUM DEVELOPED COMPANY & REPLACE IF REQUIRED.�,,���-- LENGTH OF 150 FT. TOTAL NEW LOAD = 945 CFH.%-'-L� +-I��_ 2.1/2" G UP TO OH. 2-1/2" G OH. <E> 2" CW OH. <E> 2" CW OH. EXIT_ / / a r P 10 - --- — 1" CW, HW DN TO "o. L_1 _ _ P=4--- --I - ----- PLUMBING FIXTURE. 1 — — — — — 4 — — ( _1 I PEDICURE PEDICURE I O 9 P_ O O 9 P O O _9 O � _ J 36"X60" 36"X60" — 2" CW 1-1/2" HW 1" G FROM ABOVE. RUN IN ----- 1-1/4" CW, ` \ P-2AL & 2-1/2" G OH. WALL &PROVIDE 1/2" G - - I I `� \ 3/4" HW OH. P-1 A P-6 WITH SOV TO EACH DRYER. f=a F — — — — j - _I ( -- -� -- -� NAIL TABLE ( NAIL TABLE ° ° T I I I I 22"X48" I STUDIO 22 I STUDIO 20 I 22"X48" REF I L — HI ?D ® I I J L STUDIO 18 STUDIO i3 STUDIO i2 STUDIO 11 P-2 P 3 I— P=�— I -P=S JL_ P_B._ J �I I — I�f SPECIAL SPECIAL I — i DOUBLE STANDARD STANDARD STANDARD 1/2 CW, QH� / SERVICES SERVICES� P-6 0 l i DRYER. {SFH) - _ _=� _ _ _ - " ROH. I WOMENS i (TYP.3) `� TT - = l P-2 �j /n- 00 x 56 � U � U i� U — i ` UDDER EE ARCHITE RAL /4" CW OH. TFORM PLAN FOR C TINUATION. 3/4" HWR OH. BREAKROOM i�1 --- --- R--- — —— — —— — —— --- --- — P-2AR ll�_ n n_ P -5A PMNs r7STUD _ ��3/4" HWR OH. P-62" CW,1-1/2" HW IO 24 STllDiO 23 STUDIO 21 STUDIO 19 STUDIO 17 I I STUDIO 14 O 1 P—g p°oo STANDARD ° STANDARD STANDARD ° STANDARD ° STANDARD II (I STANDARD `p-1WA °o o �✓��� \ / j• // I I I I \ P_9 STUDIO 10 2 SPECIAL — STUDIO 25 i! O 2 O - 1 O _9 P—g O 1 O O SERVICES STUDIO 9 10 p STUDIO 8 STANDARD. P-9 FO 0. �\ P_9 o°°p �\ 0 i P_9 j — , i `' SPECIALF SPECIAL _ .—. L- � SERVICES SERVICES P-9 10 P f 1/2"CW, HW OH. P-9 .lo 2" CW, 1-1/2" HW OH. (I 0 of 3 OH. - - 3 �, W, H1 01� ,� a o P- I i 1/ A HW 0 , u 3/4 CW, HW OH. - STUDIO 27 / �� i I 3/4 HW OH, � II t — —firs — -- - ° \ 1 ! 0 4" CW HW OH. 0 \73 4"' HW , STUDIO 16 ,� s uDlo 15� 3/4" C — 1-1/4 CA HW OH. k �.� 1-1/2 1 CW, �` i / 1 /4" C ;.,W 0 1/2 CW, HW OH. / 1 CW, H OH, �\ Li �i� / (j STUDIO 26 STUDIO 34 STUDIO 35 O ] —j LARGE ARGE1/2° CW1 HW OH. O Q O WR OH. O STANDARD LARGE LARGE P_g °°°° 1/2" H `\ 10 P 0 P=9P-9 - X10--- P-9 P_y — 1/2" CW, 3/4" HW OH. P.9 — — — — - O°op U p°o0 1 1 — '° �/ STUDIO 3 O t` P- LARGE 0 0 \� 1/2" HWR OH. STUDIO 6 a o °° sruDlo r SPECIAL :UH SPECIAL Si UD10 28 STl)f)10 31 I — STUDIO 33 —STUDIO 37 - STUDIO 39 STUDIO 40 STUDIO 2 SERVICES CERVICES STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD STANDARD P10 P-1 1-1/4" CW, HW OH. � .- — — — __. .- � __ TT � TT >� U u u u 0 — I n P -�- 0 �r 9 n F7 n n -- 11-- 9 STUDIO 29 ------- --- - _ _ _ o DOUBLE STUDIO 30 ° STUDlO 32 STUDIO 36 ° STUDIO 38 STUDIO 1 0 STANDARD STANDARD LARGE LARGE—� — g = o „ ° ( _ ° — — o ° _ STANDARD I 0 0 —� I 0 — I 1 CW, HW OH. I _ _ 0 ! I /\L 0 I I I 0 I � I I I STUDIO 4 STUDI 5 — _ I 1/2.. CW, HW UG. RO ( 0 DOUBLE „ ° DOUB E 3 1/2" CW, HW UG. \. 1-1/4" CW, 1/2" CW, HW UG. ° I i 4 8 1-1/4" HW OH, ° 1/2 CW, HW UG. P 9 P-9 - 1 CW, HW OH. P-9 P-9 P-9 S — o P P_9 — P-1 P-9 1/4" CW, HW EXIT D `_' L1/2" CW, HW UG. Z112" CW, HW UG. -O `=' LEGEND e — — — 3 EXISTING PIPING/EQUIPMENT TO BE REMOVED/RELOCATED EXISTING PIPING/EQUIPMENT TO REMAIN NEW OR RELOCATED PIPING/EQUIPMENT CONNECT NEW TO EXISTING FLOOR PLAN -PLUMBING 2" CW, 1-1/2" HW & 2-1/2" G OH. 1-1/4" G OH. 1/4"= 1 t-0" 1" CW HW DN l W, 1/2 HW & 1 G DN TO GAS H. OPEN To VE 1-1/2" CW, 1-1/4" HW OH. 1-1/2" CW, 1" HW OH. EQUIP PLATFORM I 153 -1/4" G DN WITH WH -1 (120 CFH) 1" G TO EACH WH. 1-1/2" CW, HW WH -2 (120 CFH) DN TO EACH WH. �y PV(H 30 ' 3/4" HWR OH. 2" CW, HW OH. RP -2 I H 2" CW,1-1/2" HW OH. -2" G WNALVE & I I CAP FOR AC UNITS. II _ it II II MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 or-_ SADRI 4F wA sq� A 5U7 w CiSTT✓n' �`rS10NAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanical.com 1" CW DN TO PLUMBING FIXTURES 1/2" CW DN TO P -5A. 1/2" HW OH. 1/2" HW DN TO PLUMBING FIXTURE. 3/4" CW, 1" HW OH. D 1/2" CW, HW UG. 4 REVIEWED FOR or)E COMPLIANCE 3 APPROVED NOV 0 7 2016 City of Tukwila BUILDING DIVISION COPYRIGHT©2016 BY 12 ARCHITECTS U z i - U) I— LO LO C'7 C0 O RENOVATION SHEET NOTES 1 1/2" CW, HW DN TO PLUMBING FIXTURES. 2. 3/4" CW, HW DN TO PLUMBING FIXTURES. 3. 3/4" CW, HW DN WITH 1/2" CW, HW TO P-10 AND 1/2" CW, HW TO UG AND TO P-9. 4. 1/2" CW, HW UP. 5. 3/4" CW, HW DN WITH 1/2" CW, HW TO P-9,1/2" CW, HW TO P-10 AND 1/2" CW, HW TO UG AND TO P-9. 6. 3/4" CW, HW DN WITH 1/2" CW, HW TO EACH P-10 AND TWO 1/2" CW, HW TO UG TO EACH P-9. 1. 1/2" CW, HW DN TO UG AND UP AT P-9. FLOOR PLAN -PLUMBING 2" CW, 1-1/2" HW & 2-1/2" G OH. 1-1/4" G OH. 1/4"= 1 t-0" 1" CW HW DN l W, 1/2 HW & 1 G DN TO GAS H. OPEN To VE 1-1/2" CW, 1-1/4" HW OH. 1-1/2" CW, 1" HW OH. EQUIP PLATFORM I 153 -1/4" G DN WITH WH -1 (120 CFH) 1" G TO EACH WH. 1-1/2" CW, HW WH -2 (120 CFH) DN TO EACH WH. �y PV(H 30 ' 3/4" HWR OH. 2" CW, HW OH. RP -2 I H 2" CW,1-1/2" HW OH. -2" G WNALVE & I I CAP FOR AC UNITS. II _ it II II MECHANICAL PLATFORM PLAN - PLUMBING 1/4"=11-011 or-_ SADRI 4F wA sq� A 5U7 w CiSTT✓n' �`rS10NAL PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanical.com 1" CW DN TO PLUMBING FIXTURES 1/2" CW DN TO P -5A. 1/2" HW OH. 1/2" HW DN TO PLUMBING FIXTURE. 3/4" CW, 1" HW OH. D 1/2" CW, HW UG. 4 REVIEWED FOR or)E COMPLIANCE 3 APPROVED NOV 0 7 2016 City of Tukwila BUILDING DIVISION COPYRIGHT©2016 BY 12 ARCHITECTS U z i - U) I— LO LO C'7 C0 02" VTR. - 2" v oH-�-2" v.- - I -- 2" V. .00,i -- P_9 -I -�2" V p=9 - 2 V. 1 --- 1 P-10 <E> 6"WBF. --- � 3"WBF. ---q2" V P-9 - I --- 211 V P-10 - -- 2" V 0H:0, - - 1 P-7 qr2�, V — 3"WBF. I p=7 A P-10 2" V OH7 -d L211 V. 3"WBF. -- 3 W BF. -- I 1VTR. 2" V OH.V. -�--�-2 V 3"II 1 --I 3" VTR. .0e- 1 1 -- 2 V. ( K I <E> 6 W BF. �IL --�r-2 , V. I P 9 P-9 - 2 V. J - 1 I I \\� 2" V OH. - V - 2,, V. I P-8 ( --- P=9 q,-2 U. t\\ -- 2" V ( WCO -- 211 V I P-10 P-6 -- i p._8 ® -- wco J - j p-10 wco PP -4 PP -3 'p-8 - 2 II BF. W 2" V OH: -r, - - 2" V. �j'� 311 WBF. WCO 2" W BF. 3" W BF. I wco ,,-- 2"WBF. I p-9 \ <E> 6.. W BF. tr nU_ -- 2� V 1 dr2� V \\ ��� IAI RG P-9 \ -2" V OH. \ \ \ 2" V OH7\ 2" V. 2" V. I lI I \\ I 3" W BF. 2" U \\-2" V 0H. I \ P-9 1 \ \ \ \ WCO P-9 \\� cb-2" V IA 2 VTR J.'� PP -9 I I 2' V. �`-2" V. I P-10 1 WASTE & VENT DIAGRAM N.T.S. 2" V OH V OH. - ----�-2" V VTR. I \ --- 211 \ ( 2"VOH. 100 - -�\ P -2A %-211 V \ \ 2"VOH. - 2"V \\\ P-6 I 2 V�t�\ \\ <E> 6"WBF. PJ -2 �-\\ 2" V \ 19 P-9\ - - I �211V. 1 � �� 4"WBF. --- P-2 I �2" V�2 V `A-2 V. - 1 �' I P-1 A -- P -2A I (- -� r -- I WCO 4" W BF. �2" V 4" W BF. --eA - P_6 2"WBF, I 69 - - 2" W BF. P -5A - P-1WA \ \ 4"WBF. 3"WBF. \\\ \\d-2"VOH. \ \ 00 \1 �-2" V. -.0, - - 2" V. - --�2�� V P=10 --- I wco --�2" V. P-10 1 211 V. wco - y1i1 I -12" V 2"VOH-- P-9 2" V. P=9 ( I P-9 2" UTR). L I Ill .10, \ I'\ 2��VOH�-- `1�21� \ \ I \ '%2..V \\-- I P-10 \\\6C2"VOH. P-10 P-9 \ \ Ile WCO \ \ \ 2" W UG. CO \\ - - 2" W UG. -- W UG. 2" V OH-�--- - - - - - - 2" V.-� /I COPYRIGHT RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SADRj WAS�r Sq� CID v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail:16 pet@petmechanical.com 2016 BY L2 ARCHITECTS 0 w M O 0- z z Z W H "r - Lo ' ^ L J co co <E> 2" CW OH. r' 1" CW OH. — r / 3/4" CW OH. r r / / / 1/2" CW, HW r p—g — 3/4" CW, HW P-1 A / P_9 r / / 3/4" HWR OH. 1-1/4" CW, 3/4" HW OH. 1/2" CW, HW 1/2" , r / / P-9 3/4" CW, HW 01 r P_9 1/2" CW, HW 1/2" CW, HW 000,- / P_9 / / 1/2" CW, HW / / / P-10 1/2" CW, H I 1 1 r P_9 / I 3/4" CW, HW / / P-10 - r— / I / \ 1/2" CW, HW OH. 1/2" CW, HW 1/2" CW, HW r // OPTIONAL 1/2" I CW, HW PEDICURE P-9 1/2" CW, HW — / 1/2" CW, HW OH. / 3/4" CW, HW OPTIONAL *'%b SHOCK ARRESTOR PEDICURE ON CW AND HW. - 1/2" CW, HW OH. 1-1/2" CW 1/2" CW, HW 1" HW OH. P-10 PP=9 P=9 P=9 <E> 2" CW OH. K PP -8 I / / 3/4" CW, HW p_9 � � " / I P_9 � 3/4 CW, HW OH. 1/2 CW, HW OH. 1CW, HW P 8 1 vl� i 1/2" CW, HW, op 2 CW, 1-1/2" HW (TYP.2) t''l N f 4 4 IIIH 111 .1 1/2" CW, HW OH. P-10 1/2" CW, HW. / 1/2" CW, HW P3 1/2II CW, HW P=4 r00 T�� IREF� 1/2" CW TO VALVE BOX. / // 0 -**,40 I (TYP.Z) P-9 � /I i I� 1/2" CW, HW (TYP.3) / 1/2" CW, HW.000— K P=8 I v 3/4" HWR OH, / �Ir`I J VIS 1-1/2" CW, HW. RP -1 / / 2" CW, HW OH. RP -2 � / 1 3/4" CW, HW / L-2[ WH -1 3/4" HWR OH. 1/2" CW FROM TPV AND UG TO P-6. 2" CA 1-1/2" HW OH. 1/2" CW, HW 1/2" CW, HW. - (TYP.4) 3/4" CW, HW 1/2" CW, HW 1/2" CW, HW. / rr— u 3/4" CW, HW OH. —1-1/2" CW, 1-1/4" HW OH. ,o,— 1-1/4" CW, HW OH. 1/2" CW, HW 3/4" CW, HW 1/2" CW, HW UG. 3/4" CW, HW / • 1-1/4" CW, HW OH. 1/2" CW, HW. (TYP.2) 1-1/4" CW, HW OH, / // / / 1-1/4" CW, HW OH. 1" CW, HW OH. / 14" HWR OH. —r r_c 1/2" CW P_2 1/2" CW. JK AND P -2A 1/2" CW, 1/2" HW OH. NCING VALVE. / l P-1 WA 1/2', CW. 1/21, CW. P -5A 3/4" HW OH. 1/2" CW FROM TPV P-10 AND UG TO P-6. (TYP.2) 1/2" CW, HW 3/4" CW, HW P-10 \ 3/4" CW, HW OH. LP -10 5�1 / / >1110, 1/2" CW, HW. ,-1/2" CW, HW OH. P-10 I J P-10 �J )1" 1/2" CW, HW. / / & —Q P — 3/4" CW, HW P-9 P-10 P-10 _9 i 1/2" CW, HW UG. 1/2" CW, HW UG. 3/4" CW, HW ---' PP -99 1/2" CW, HW. `. 1/2" CW, HW P-10 P-10 P-10 3/4" CW, HW OH. 1/2" CW, HW 1/2" HWR OH. \ r CW, 3/4" HW OH. \I ni irrnv ehin --,1/2" CW, HW P-10 1/2" HWR OH. 1/2" CW, HW 1/2" CW, HW UG. 3/4" CW, 1" HW OH. -- 3/4" CW, HW P-10 P-10 P_9 1/2" C 010 W, HW 1/2" CW, HW UG. / P-10 ( . P-9 3/4" CW, HW 1/2" CW, HW UG, V0,001-1. I� REVIEWED FOR tel, OI 3/4" CW, HW BODE COMPLIANCE / /' P-9 APPROVED 101 P-1N2OV 0'7 �0�6 t oe p_g City �of'�u�ta o oe BUILDING 01V[819NN \-1/2" CW, HW UG. 1/2" CW, HW UG. WATER RISER DIAGRAM N.T.S. w RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER 9 SAD) I WAs �P0.o �sS10NAL �� PROFESSIONAL ENGINEERING & TECHNOLOGY w w O Q W u Z Q F— U) T— Lo M co PROVIDE & INSTALL - PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. � UP THRU ROOF WITH - CONCENTRIC VENT KIT. HW SUPPLY ASME P -T RELIEF VALVE FULL SIZE P -T RELIEF, EXTEND TO TERMINATE OVER FLOOR SINK. INTAKE ABS EXHAUST PVC/ABS FLOOR FLASHING ROOF HW PIPE SEE PLAN FOR SIZE WH -2 PROVIDE & INSTALL - PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. UP THRU ROOF WITH - CONCENTRIC VENT KIT, ASME P -T RELIEF VALVE FULL SIZE P -T RELIEF, EXTEND TO TERMINATE G SEISMIC STRAP (TYP.) OVER FLOOR SINK. GAS COCK & UNION INTAKE ABS EXHAUST PVC/ABS �- 6" LONG DIRT LEG 12" HIGH PLATFORM WITH SHEET METAL COVER, FLOOR WATER HEATER PIPING SCHEMATIC N.T.S. <E> GAS METER -� 2-1/2" G. - (L=20' -0") 2-1/2" G. - (L=51 -011) SOV 2-1/2" G. 1" G. (L=5'-0") FLASHING ROOF VACUUM RELIEF VALVE "WATTS" #N36 -M1 G HW SUPPLY 7 HW PIPE SEE PLAN FOR SIZE WH -1 1/2" G EACH. 1" G. (L=20'-0") GAS RISER DIAGRAM N.T.S. ACKED %SHER/DRYER (j5 CFH) STACKED WASHER/DRYER V, G, STACKED (35 CFH) (L=5'-0") WASHER/DRYER 21/2„ G (35 CFH) (L=10'-0") 1 1/4" G 1-1/4" G.1-011) 2" G. -----,O- 2" . /2" G WNALVE & CAP TO AC UNITS. GAS TABLE APPLIANCE MARK DEMAND CFH DISTANCE FROM METER (FT,) PIPE SIZE (IN.) REMARKS WH -1 120 70 1 WH -2 120 70 1 DRYER 35 70 1/2 DRYER 35 70 1/2 DRYER 35 70 1/2 AC UNITS ALLOWANCE 600 150 2 TOTAL 945 150 2-1/2 WH -1(120 CFH) - CW & HWR PIPING. SEE PLAN FOR SIZE -.--- SOV (TYP.) i-- RP CHECKVALVE, (TYP.) B & G CIRCUIT SETTER. SET AT 4,5 GPM 3/4" UNION (TYP.) ET I SUPPORT STRAP TO WALL BRACKET. G SEISMIC STRAP (TYP.) GAS COCK &'UNION 2" G. (L=10'-0") WH -2 (120 CFH) V G. 24 GAUGE GALVANIZED STEEL WATER TIGHT DRAIN PAN. EXTEND 3/4" DRAIN LINE TO TERMINATE OVER FLOOR SINK.`` PAN SHALL BE 2" DEEP AND MINIMUM 2" LARGER THAN WATER HEATER DIAMETER. 6" LONG DIRT LEG 12" HIGH PLATFORM WITH SHEET METAL COVER. AIR ADMITTANCE VALVE �v VENT HIGH AS POSSIBLE UNDER COUNTER HAIR TRAP 2" CLEANOUT J FINISH FLOOR LONG SWEEP FITTING (TYP.) SLOPE DOWN TYP. ISLAND SHAMPOO SINK AIR ADMITTANCE VALVE SCHEMATIC N.T.S. P-022 CW & HW 1/4 TURN SWEAT ON CW AND HW. HAMMER ARRESTI CW AND HW. FRONT PANEL W/ SCREWS FURNISH FIXTURE 2" V WALL BOX RECESSED IN WALL 2" STANDPIPE TRAP A.F.F. 2" WASTE CLOTHES WASHER BOX DETAIL CONCRETE SURFACE OR FLOOR COVERING, AS REQUIRED CLEANOUT COVER CSK SCREW CLEANOUT PLUG 7-4 b ♦ a d . FINISHED FLOOR CAULKING FERRULE FLOOR CLEANOUT IN FINISHED ROOMS N.T.S. P-043 PROVIDE CAPPED TEE (WITH SCREWED CAP) AT END AND EACH CHANGE OF DIRECTION FOR USE AS CLEAN OUT. IIDAIAI I IKIC QWAI I DG AT TERMINATION/CONTINUATION CONDENSATE TRAP DRAIN N.T.S. P-023 N.T.S. P-056 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2016 City of Tukv i[a BUILDING D{VIS{ON RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E -mal: pet@petmechanical.com COPYRIGHT ©2016 BY L2 ARCHITECTS -1 WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanlca ccom COPYRIGHT © 2016 BY L2 ARCHITECTS . . O F - z W w O Q z W 1_ LO CD FIXTURE SCHEDULE FIRE SPRINKLER GENERAL NOTES 1. MARK FIXTURE QTY CONNECTION in. SPRINKLER SYSTEM AS AN EXTENSION OF THE EXISTING SYSTEM IN ALL AREAS OF THE TENANT WATER SPACE AFFECTED BY RENOVATION. WASTE SYSTEM TO BE DESIGNED FOR THE HAZARD OCCUPANCY AS REQUIRED BY BOTH THE MOST RECENT HW 'CW` V F.U. F.U. F.U. F.U. P -1A LAVATORY (ADA) 1 1/2 1/2 2 2 2 2 2 2 P-1WA LAVATORY (ADA) 1 1/2 1/2 2 2 2 2 2 2 P-2 WATER CLOSET 2 - 1/2 4 2 5 10 6 12 P -2A WATER CLOSET (ADA) 2 - 1/2 4 2 5 10 6 12 P-3 SINK 1 1/2 1/2 2 2 2 1 2 2 2 P-4 MOP SINK 1 1/2 1/2 3 2 3 3 3 3 P -5A EWC (ADA) 1 - 1/2 2 2 1 1 1 1 P-6 FLOOR DRAIN 3 - - 2 2 - - 2 6 P-7 FLOOR SINK 3 - - 2 2 - - 2 6 P-8 WASHER BOX 3 1/2 1/2 2 2 4 1 12 4 12 P-9 SHAMPOO SINK 34 1/2 1/2 2 2 2 68 2 68 P-10 SINK 19 1/2 1/2 2 2 2 38 2 38 TOTAL GAIN/LOSS +/- 148 164 NOTE: THE FIXTURE UNIT (WATER AND WASTE) SHOWN ARE PER ADOPTED LOCAL PLUMBING CODE FOR PIPE SIZING. THE SEWER CONNECTION FEE SHALL BE BASED ON THE LOCAL WASTE MANAGEMENT REQUIREMENT NEW WATER PIPE SIZING CRITERIA 1. 2. 3. 4. 8.8 PSI/100 FT OF PIPE (MAXIMUM ALLOWABLE PER 100 FEET OF PIPE) TOTAL WATER FIXTURE UNITS THIS TI = 148 148 FU'S = 55 GPM. 55 GPM AT 8.8 PSI/100 FT = 2" PIPE REQUIRED FOR THIS T.I. BRANCH PIPE SIZING CHART BASED ON 8.8 PSI DROP PER 100 FT PIPE SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" F.U. 3 10 26 42 86 225 GPM 3 8 18 25 40 70 WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanlca ccom COPYRIGHT © 2016 BY L2 ARCHITECTS . . O F - z W w O Q z W 1_ LO CD FIRE SPRINKLER GENERAL NOTES 1. A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM CURRENTLY EXISTS THROUGHOUT THE BUILDING. CONTRACTOR TO MODIFY EXISTING SYSTEM AND/OR FURNISH AND INSTALL AN APPROVED FIRE SPRINKLER SYSTEM AS AN EXTENSION OF THE EXISTING SYSTEM IN ALL AREAS OF THE TENANT SPACE AFFECTED BY RENOVATION. 2. SYSTEM TO BE DESIGNED FOR THE HAZARD OCCUPANCY AS REQUIRED BY BOTH THE MOST RECENT EDITION OF THE NFPA-13 PAMPHLET AND LOCAL AUTHORITY HAVING JURISDICTION. COORDINATE THE DESIGN WITH THE OWNERS INSURANCE UNDERWRITER FOR ANY REQUIREMENTS ABOVE AND BEYOND THE PREVIOUSLY MENTIONED REQUIREMENTS. 3. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LOCAL FIRE DEPARTMENT 4. (AUTHORITY HAVING JURISDICTION), INSURANCE COMPANY, AND ARCHITECT/ENGINEER. COORDINATE SPRINKLER HEAD AND PIPE LOCATIONS WITH CEILING PATTERN, AIR CONDITIONING DUCT WORK, LIGHTS AND ALL WORK OF OTHER TRADES. CENTER SPRINKLER HEADS IN AT LEAST ONE DIRECTION IN CEILING TILES. 5. ALL HANGERS, HANGER SPACING, SWAY BRACING AND SWAY BRACE SPACING SHALL MEET THE REQUIREMENTS OF NFPA-13. 6. PENDENT SPRINKLER HEADS SHALL BE RECESSED TYPE WITH FINISH AS SELECTED BY ARCHITECT, EXISTING HEADS MAY BE REUSED PROVIDED THEY ARE THE RECESSED TYPE AND SELECTED FINISH. PROVIDE SPARE SPRINKLER HEADS AS REQUIRED BY NFPA-13. 7. ALL SPRINKLER PIPING SHALL BE BLACK STEEL, SCHEDULE 40. 8. PAINT SPRINKLER RISER LOCATED OUTSIDE WITH RUST PRIMER AND RED FINAL COAT. 9. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE BIDDING. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK., WATER CALCULATION STATIC PRESSURE: 80 PSI AFTER PRV) USE: 80 PSI DESIGN PRESSURE) SUBTRACT LOSSES: 15 PSI PRESSURE REQ'D AT P-2) 4.5 PSI METER) 10 PSI BACKFLOW PREVENTER) 6.45 PSI (ELEVATION (15 X 0.43 = 6.45 44.05 PSI (REMAINING FOR PIPE LOSS) DEVELOPED PIPE LENGTH: 400 FEET EQUIVALENT PIPE LENGTH: 400 FEET X 1.25 = 500 FEET CALCULATE ALLOWABLE PIPE LOSS PER 100 FEET OF PIPE: 44.05 X 100 FEET = 8.8 PSI ALLOWABLE LOSS PER 100 FEET 500 FEET NOTES: 1. PIPING SIZE LIMITED TO 8 FEET PER SECOND MAX. VELOCITY. 2. CALCULATIONS BASED ON THE INSTALLATION OFAN EXISTING 2" WATER METER AND AN EXISTING 2" R. EIR WITH A 2" WATER SUPPLY LINE. 3. 2" WATER METER MAXIMUM ALLOWANCE = 80 GPM, 4. 2" PIPE AT 8.8 PSI/100 FT OF PIPE = 70 GPM. 5. USE 70 GPM (FOR MAXIMUM AVAILABLE) = 225 F.U.'S, 6. 225 (MAXIMUM ALLOWABLE F.U.'S) - 148 (F,U.'S THIS TI) _ 77 F.U.'S AVAILABLE FOR REMAINING SUITES. I PLUMBING FIXTURE SPECIFICATIONS 11 P-1: LAVATORY (COUNTERTOP): A KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. P-1 A: LAVATORY (COUNTERTOP - A.D.A.): KOHLER K -2610 -SU UNDER -MOUNT SINK. (NO SUBSTITUTIONS) FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEANOUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-1 WA: LAVATORY (WALL HUNG - A.D.A.): AMERICAN STANDARD MODEL #0355.012 "LUCERNE" LAVATORY, WALL HUNG, CONCEALED ARM, VIT. CHINA, PUNCHED FOR CENTER SET FITTING, INSTALL IN ACCORDANCE WITH A.D.A. REQUIREMENTS. FAUCET: SLOAN OPTIMA PLUS BATTERY POWERED MODEL #EBF -85, 0.5 GPM VANDAL RESISTANT SPRAYHEAD FOR HOT AND COLD WATER CONNECTION. PROVIDE WITH (BDT) BELOW DECK THERMOSTATIC MIXING VALVE #MIX -135-A COMPLYING WITH ASSE 1070. CARRIER: WADE MODEL #W-520 SERIES, FOOT SUPPORT [#W-571 SERIES, WALL SUPPORT] WITH CONCEALED ARM CARRIER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. NOTE: PROVIDE TRUEBRO MODEL #102 "HANDI LAV -GUARD" INSULATION KIT FOR P -TRAP AND SUPPLIES. P-2: WATER CLOSET (TANK - GRAVITY FLUSH): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2" ELONGATED WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, 12" ROUGH -IN, TWO PIECE. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AL: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #2427.012 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE, INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE LEFT. SEAT: CHURCH MODEL #95000 WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE. SUPPLIES: EASTMAN MODEL #CM612-4AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-2AR: WATER CLOSET (TANK - GRAVITY FLUSH - A.D.A.): AMERICAN STANDARD MODEL #3068.016 BOWL WITH TANK MODEL #4061.800 "EVOLUTION 2 RIGHT HEIGHT" WATER CLOSET, 1.6 GALLON GRAVITY FLUSH, VIT. CHINA, SIPHON ACTION, ELONGATED BOWL, TWO PIECE INSTALL PER ADA REQUIREMENT WITH TRIP LEVER ON THE RIGHT. SEAT: CHURCH MODEL #9500C WATER CLOSET SEAT, OPEN FRONT, PLASTIC, LESS COVER, ELONGATED, WHITE, SUPPLIES: EASTMAN MODEL #CM6124AS 1/2" ANGLE STOP, CHROME PLATED, LOOSE KEY, FLEXIBLE TUBE RISER. P-3: SINK: ELKAY MODEL #LR -2522 SINGLE COMPARTMENT SINK, 18 GAUGE STAINLESS STEEL, 21" X 15-3/4" X 8-1/8" COMPARTMENT, THREE HOLES PUNCHED, (1) GARBAGE DISPOSAL DRAIN WITH RUBBER STOPPER. FAUCET: DELTA MODEL #3579 WFHDF FAUCET, GOOSENECK SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED, AERATOR AND GRID STRAINER. TRAP: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/2" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. SUPPLIES: EASTMAN MODEL #C5M15 ANGLE STOPS, 1/2", LOOSE KEY, FLEXIBLE TUBE RISERS, CHROME PLATED. GARBAGE DISPOSAL: IN-SINK-ERATOR MODEL #444, 3/4" HP, 115-1-60 WITH CONTINUOUS FEED. P-4: MOP BASIN: FIAT MODEL #MSB -3624 MOLDED STONE MOP SERVICE BASIN, 36" X 24" X 10",1" WIDE SHOULDER, INTEGRAL DRAIN, STRAINER, VINYL BUMPERGUARD. FAUCET: CHICAGO MODEL #897 COMBINATION SERVICE SINK FITTING WITH VACUUM BREAKER, 3/4" HOSE THREAD -ON SPOUT, #369 HANDLES, WALL BRACE, PAIL HOOK, INTEGRAL STOPS, CHROME PLATED. HOSE AND BRACKET: FIAT MODEL #832 -AA HOSE AND BRACKET. MOP HANGER: FIAT MODEL #889 -CC MOP HANGER. P -5A: ELECTRIC WATER COOLER (A.D.A. - TWO STATIONS): OASIS TWO-LEVEL WHEELCHAIR ACCESS MODEL #PF8EBFSL WALL MOUNT, NO LEAD, BARRIER -FREE ELECTRIC WATER COOLER WITH VERSAFILLER SPORTS BOTTLE FILLER WITH HANDS FREE ACTIVATION, STAINLESS STEEL, "FLEXI-GUARD" SAFETY BUBBLERS, FRONT PRESS BAR AT EACH UNIT, PROVIDE APRON INSTALL UNDER UPPER UNIT TO MATCH THE LOWER WATER COOLER HEIGHT. 1/4 HP, 500 WATTS, 4.6 FLA., 120/1/60. TRAP AND SUPPLIES: HEAVY CAST BRASS P -TRAP, CHROME PLATED, 1-1/4" X 1-1/2" WITH 2" X 6" CHROME PLATED FLANGED COVER TUBE, 1-1/4" BRASS NIPPLE THROUGH WALL AND CLEAN OUT. P-6: FLOOR DRAIN: WADE MODEL #1102-NH-STD6 CAST IRON FLOOR DRAIN, FLANGES, INTEGRAL CLAMPING COLLAR, ADJUSTABLE 6" SATIN NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION, 2" OUTLET. P-7: FLOOR SINK: WADE MODEL #9142-6-15 CAST IRON FLOOR SINK, 12" X 12" X 8" DEEP, A.R.E. INTERIOR, DOME STRAINER, SATIN NICKEL BRONZE TOP, 1/2 GRATE, [TRAP PRIMER CONNECTION]. P-8: WASHER BOX: PROVIDE GUY GRAY MODEL MWB26 (OR APPROVED EQUAL) WASHERBOX WITH 2" TRAPPED STANDPIPE AND HW/CW VALVED CONNECTIONS WITH 1/4 TURN SWEAT VALVE, TOP MOUNT INSTALLED WITH HAMMER ARRESTORS. 2" SLIP NUT DRAIN KIT. P-9: SHAMPOO SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. P-10: SINK: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE HAIR TRAP & SUPPLIES. ET: EXPANSION TANK: WATTS MODEL #DET -12 POTABLE WATER EXPANSION TANK, 4.8 GALLON, 3/4" INLET PROVIDE UNISTRUT SUPPORTS WITH STRAPS SECURED TO WALL FOR MOUNTING. RP -1 & 2: RECIRCULATING PUMP: ARMSTRONG MODEL #SS -30B CIRCULATOR, 2 -SPEED, 2 GPM AT 12 FT. HEAD, BRONZE CONSTRUCTION, 70 INPUT WATTS, 0.65 FLA., 115/1/60. S.A.: SHOCK ARRESTERS: WATTS SERIES 15 WATER HAMMER ARRESTERS, PROPERLY SIZED AND SELECTED PER P.D.I. STANDARD WH2O1 AND HAVING SUFFICIENT DISPLACEMENT VOLUME TO DISSIPATE THE CALCULATED KINETIC ENERGY GENERATED BY THE PIPING SYSTEM. INSTALL ALL UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TPV: TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL #PR -500 "PRIME -RITE" AUTOMATIC TRAPS PRIMER VALVE, ALL BRASS, ACTIVATED BY BUILDING WATER PRESSURE DROP, BACKFLOW PREVENTER, WITH DISTRIBUTION UNIT (DU -2, 3, OR 4) AS REQUIRED. VALVES SHALL CONFORM TO ASSE 1018. WH -1 & 2: WATER HEATER (GAS): A.O. SMITH #BTH-120CA "CYCLONE MXI" HIGH EFFICIENCY CONDENSING WATER HEATER, GAS-FIRED, COMMERCIAL, ENERGY EFFICIENT, GLASS LINED, 60 GALLON, 120,000 BTUH INPUT, 95% EFFICIENCY, ASME RATED, INTERMITTENT ELECTRONIC IGNITION, 3" PVC INTAKE, 3" EXHAUST PVC/ABS PIPES WITH THRU ROOF CONCENTRIC VENT KIT. 120V/1/60. PLUMBING SPECIFICATIONS 1. INSTALLATION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING CODE (2015 UPC) AND CITY & STATE AMENDMENTS. 2. MAKE ARRANGEMENTS FOR AND PAY FOR ALL FEES, PERMITS, LICENSES, CONNECTION CHARGES AND INSPECTIONS REQUIRED FOR PLUMBING WORK. PERFORM REQUIRED TESTS AND SECURE REQUIRED INSPECTIONS PRIOR TO CONCEALING WORK. 3. THIS CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING SEWER INVERT & ALL PIPE ROUTING, PRIOR TO BIDDING AND SHALL NOTIFY ARCHITECT OF ANY CONFLICTS WHICH MAY AFFECT THE SCOPE OF WORK. 4. ALL OVERHEAD PIPING SHALL BE SUSPENDED FROM THE STRUCTURE ABOVE WITH PIPE HANGERS. 5. ALL FIXTURES TO HAVE ACCESSIBLE STOPS WHETHER SPECIFICALLY MENTIONED IN FIXTURE SPECIFICATION OR NOT. 6. INSTALL EACH FIXTURE WITH APPROPRIATE TRAP. TRAPS AND NUTS EXPOSED TO VIEW AND IN CASEWORK SHALL BE CHROME -PLATED CAST BRASS WITH CLEANOUT. TRAPS AND NUTS CONCEALED IN WATER COOLERS SHALL BE CAST BRASS WITH CLEANOUT. TRAPS CONCEALED IN WALL CONSTRUCTION, CEILING SPACES OR BELOW FLOORS SHALL BE CAST IRON. ALL BRASS TRAPS SHALL BE READILY REMOVABLE FOR SERVICING. 7. WASTE EXTENSIONS EXPOSED TO VIEW AND IN CASEWORK, RUNNING FROM THE TRAP TO THE FINISHED ARCHITECTURAL SURFACE, SHALL BE CHROME -PLATED BRASS. 8. SUPPLIES TO FIXTURES SHALL BE CHROME -PLATED, RIGID OR FLEXIBLE BRASS, WITH APPROPRIATE REDUCERS AND ESCUTCHEONS. SUPPLIES SERVING FIXTURE SUPPLY TRIM NOT HAVING INTEGRAL STOPS SHALL BE PROVIDED WITH LOOSE KEY STOPS. SUPPLIES AND STOPS SHALL BE CHICAGO, EASTMAN, MCGUIRE, WOLVERINE, AMERICAN STANDARD OR KOHLER. 9. WALL -HUNG LAVATORIES, URINALS, ELECTRIC WATER COOLERS, WATER CLOSETS, AND SPECIAL FIXTURES SHALL BE SUPPORTED WITH COMMERCIAL GRADE CHAIR CARRIERS ESPECIALLY SELECTED TO SUIT INSTALLATION REQUIREMENTS AND AVAILABLE WALL THICKNESS OR CHASE SPACES. 10. WALL -HUNG FIXTURES SHALL BE MOUNTED AT PROPER HEIGHTS ABOVE FINISHED FLOOR FOR REGULAR USE AND USE BY THE HANDICAPPED AS DESIGNATED ON DRAWINGS. 11. FLOOR -MOUNTED WATER CLOSETS SHALL BE SOLIDLY FASTENED TO FLOOR FLANGE WITH BRASS BOLTS, NUTS, AND WASHERS. PROVIDE BOLT CAPS. 12. ALL HOSE -TYPE FAUCETS AND CONNECTIONS SHALL BE PROVIDED WITH VACUUM BREAKERS. 13. AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE, ALL FIXTURES SHALL HAVE ALL LABELS REMOVED AND SHALL BE THOROUGHLY CLEANED WITH MILD DETERGENT AND WATER SOLUTION, RINSED WITH CLEAN WATER, AND WIPED DRY. 14. A DIELECTRIC UNION SHALL BE USED TO JOIN ANY DISSIMILAR METAL PIPING OR FITTINGS. 15. WRAP ALL PIPING IN BLOCK WALLS OR PENETRATING CONCRETE WITH 10 MIL POLYVINYL TAPE. SLEEVE STEM WALLS WITH PUC SCHEDULE 40 PLASTIC PIPE FOR ALL PIPE PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR. 16. CONTRACTOR SHALL FURNISH ANY MISCELLANEOUS ITEMS NORMALLY USED, SPECIFICALLY MENTIONED OR NOT, TO RENDER A COMPLETE INSTALLATION, 17. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L" DRAWN FOR ABOVE GROUND, TYPE "K" ANNEALED FOR UNDERGROUND WITHIN THE BUILDING AND TO A POINT 4'-0 FROM THE BUILDING SLAB. ALL JOINTS SHALL BE MADE WITH A LEAD-FREE SOLDER. SITE WATER PIPING TO A POINT 4'-0" FROM THE BUILDING SLAB MAY BE PVC SCHEDULE 40 PLASTIC PIPE. 18. WASTE, VENT AND DRAIN PIPING SHALL BE NO -HUB CAST IRON OR SCHEDULE 40 PVC PIPE. VENT PIPING IN RETURN AIR PLENUM SHALL BE NO -HUB CAST IRON PIPE. PROVIDE PROPER TRANSITION FITTINGS AT CONNECTIONS BETWEEN PIPING OF DIFFERENT MATERIALS. INTERIOR WASTE PIPING SHALL SLOPE AT MINIMUM 2% (1/4" PER FOOT). INDIRECT WASTE PIPING SHALL BE TYPE DWV COPPER PIPE. EXTERIOR SEWER PIPING SHALL SLOPE AT MINIMUM 1% (1/8" PER FOOT) IN ACCORDANCE WITH LOCAL AUTHORITIES. 19. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE. GAS PIPING LESS THAN 12" ABOVE GRADE AND ALL UNDERGROUND GAS PIPING SHALL HAVE A CONTINUOUS COATING OF SCOTCHCOAT #202 OR EQUAL. PROVIDE GASCOCK AND UNION AT CONNECTION TO EACH GAS APPLIANCE AND AT GAS PIPING ENTRANCE TO BUILDING. [GAS PIPING SHALL BE INSTALLED AS PER NFPA 54, NATIONAL FUEL GAS CODE, EQUIPMENT AND LOCAL UTILITY COMPANY REQUIREMENTS. GAS METER AND HIGH PRESSURE GAS LINE SHALL BE INSTALLED BY THE GAS COMPANY. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL, COORDINATE INSTALLATION AND PAY ALL FEES. 20, CONDENSATE PIPING SHALL BE PVC OR TYPE "M" COPPER PIPE. PROVIDE SCREWED PLUGS AT ALL ELBOWS FOR CLEANOUTS. CONDENSATE PIPE WITHIN THE BUILDING SHALL BE INSULATED WITH 1/2" ARMAFLEX FOR ITS FULL LENGTH. CONDENSATE PIPE SHALL BE TRAPPED AND VENTED ON DOWNSTREAM SIDE OF TRAP AT A/C UNIT IN ACCORDANCE WITH U.P.C. AND LOCAL AMENDMENTS. 21. TESTING: ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE ARCHITECT OR OWNER'S REPRESENTATIVE. COMPLETE AND TEST PIPE ROUGH -IN BEFORE INSULATION OR OTHER FINISH WORK IS APPLIED. COVERING OF WORK BEFORE ACCEPTANCE IS PROHIBITED. SUBMIT A TESTING CERTIFICATE FOR EACH PIPING SYSTEM. DO NOT TEST RELIEF VALVES, PRESSURE -REDUCING VALVES, VALVES, OR EQUIPMENT BEYOND ITS RATED CAPACITY. TEST ALL PIPE IN ACCORDANCE WITH PLUMBING CODE. PRESSURE TEST COMPLETE SYSTEM WITH WATER AT 100 PSI FOR FOUR HOURS WITH NO DECAY IN PRESSURE. VISUALLY INSPECT JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. NATURAL GAS, BLOW OUT PIPE SYSTEM WITH 100 PSI COMPRESSED AIR TO REMOVE DIRT AND DEBRIS. TEST GAS PIPING AT 20 PSI FOR A PERIOD OF FOUR HOURS WITH NO DECAY IN PRESSURE. SOAP OR BUBBLE TEST JOINTS FOR LEAKS, REPAIR OR REPLACE AS REQUIRED AND RETEST. TEST WASTE AND VENT PIPE PER U.P.C. WITH 10 FEET OF STATIC HEAD. 22, FLUSHING: PLUMBING WASTE AND VENT: FLUSH WITH CLEAR WATER TO REMOVE DIRT AND DEBRIS. 23. FLUSHING: DOMESTIC HOT AND COLD WATER: FLUSH PIPE FREE OF DIRT AND DEBRIS WITH FRESH WATER. DISINFECT LINES WITH FLUID CHLORINE OR HYPOCHLORITE. INTRODUCE SUFFICIENT CHLORINE TO PROVIDE AN INITIAL CONCENTRATION OF 50 PPM, DISINFECT FOR 24-HOUR PERIOD, OPENING AND CLOSING VALVES IN SYSTEM AT VARIOUS POINTS DURING DISINFECTION. FOLLOWING CHLORINATION, THOROUGHLY FLUSH COMPLETE SYSTEM UNTIL REPLACEMENT WATER IS SAME QUALITY AS INCOMING CITY WATER. CERTIFY IN WRITING, ORIGINAL AND THREE (3) COPIES, THAT THE WATER LINES HAVE BEEN STERILIZED AND THAT APPROVAL OF THE INSTALLATION WAS OBTAINED FROM THE AUTHORITIES TO BE IN ACCORDANCE WITH REQUIREMENTS OF U.P.C. AND LOCAL AUTHORITIES. 24, ALL VENTS THROUGH ROOF TO BE FLASHED WITH 4 LB LEAD SHEET EXTENDING AROUND PIPE 8" IN ALL DIRECTIONS. TURN LEAD SHEET DOWN 2" INTO PIPE. VTR'S TO BE A MINIMUM 10'-0" FROM OR T-0" ABOVE OUTSIDE AIR INTAKES OF HVAC EQUIPMENT AND T-0" FROM ANY VERTICAL SURFACES WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT. 25. INSULATION SHALL BE INSTALLED ON ALL HOT WATER PIPING ABOVE GRADE, INSULATE PIPING IN AREAS WHERE PIPING MIGHT BE SUBJECT TO FREEZING. PIPE INSULATION SHALL BE 1" THICK. INSULATION SHALL BE FIBERGLASS OR EQUAL LOW PRESSURE PIPE INSULATION WITH ASJ OR ARMAFLEX. ALL JOINTS OF INSULATION SHALL BE NEATLY SEALED WITH TAPE AND LAGGING ADHESIVE. 26. SUBMIT SIX (6) COPIES OF SHOP DRAWINGS OR LITERATURE IN AN INDEXED THREE-RING BINDER ON THE FOLLOWING ITEMS: PLUMBING FIXTURES, ETC. AS SPECIFIED, 27. FURNISH THREE (3) SETS OF OPERATION, MAINTENANCE AND WARRANTY LITERATURE IN A THREE-RING BINDER. 28, MAKE NOTE OF ANY CHANGES IN LAYOUT AND INCORPORATE IN "RECORD" DRAWINGS. 29. ALL WATER HEATERS SHALL BE PROVIDED WITH AN ASME RATED EXPANSION TANK AND AN ASME RATED PRESSURE/TEMPERATURE RELIEF VALVE. P -T RELIEF LINE SHALL BE TYPE "L" HARD DRAWN COPPER. 30. CONTRACTOR SHALL GUARANTEE ALL PARTS AND LABOR FOR ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJECT, REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0'7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER SAD$j 9�A � v PROFESSIONAL ENGINEERING & TECHNOLOGY CONSULTING ENGINEERING 4500 E. SPEEDWAY BLVD, SUITE 20 TUCSON, ARIZONA 85712 TEL: (520) 881-1711 FAX: (520) 881-1779 E-mail: pet@petmechanlca ccom COPYRIGHT © 2016 BY L2 ARCHITECTS . . O F - z W w O Q z W 1_ LO CD