Loading...
HomeMy WebLinkAboutPermit PG13-084 - FEDEX OFFICE - ALTERATION This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG13-084 Fedex Office 116 Andover Park E DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As Personal Information – such, individuals’ social security numbers are Social Security Numbers 5 U.S.C. sec. redacted to protect those individuals’ privacy pursuant DR1 Generally – 5 U.S.C. sec. 552(a); RCW to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the 552(a); RCW 42.56.070(1) Washington State Public Records Act, which exempts 42.56.070(1) under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration Personal Information – RCW dates, or bank or other financial account numbers, 18 DR2 Financial Information – 42.56.230(5) which are exempt from disclosure pursuant to RCW RCW 42.56.230(4 5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. FEDEX OFFICE 116 ANDOVER PK E PG1 3-084 Parcel No.: Address: City Aukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 0223000060 116 ANDOVER PK E TUKW Project Name: FEDEX OFFICE Permit Number: Issue Date: Permit Expires On: PG13-084 07/17/2013 01/13/2014 Owner: Name: Address: Contact Person: Name: Address: Email: PIETROMONACO/PB L L C 7900 SE 28TH ST STE #310 , MERCER ISLAND WA 98040 MARY RYAN PO BOX 3749 , MISSION VIEJO CA 92690 MARY@PERMITRES OURC ES. C OM Contractor: Name: PLUMBING EXPRESS INC Address: PO BOX 2226 , SUMNER WA 98390 Contractor License No: PLUMBEI98600 Phone: 949-582-3735 Phone: 253 826-4621 Expiration Date: 09/20/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT REMODEL OF EXISTING SPACE INCLUDING DOORS, PARTITIONS, CEILING, ETC. MEP WORK Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: $12,000.00 $360.94 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied The granting of this permit does not pres construction or the performance of work. on the back of this permit. Signature: Print Name: ! 4/ l fti- -/ems Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: OlII Lb ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions Date/ %2°./) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. I lrin A/4n or-lz_nae Printers• n7_17 -9M3 PERMIT CONDITIONS Permit No. PG 13-084 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: UPC -4/10 PG13-084 Printed: 07-17-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 w \, V f LIA t'ii .4 t - Plumbing/Gas Permit No. .PG 13 604-1 Project No. Date Application Accepted: (o j 1 ( 3 Date Application Expires: 1).—.."1 13 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: Suite Number: �oor: New Tenant: Yes ❑..No Tenant Name: PROPERTY OWNER Name:. £ 4-11/601(6,<.-- Cie • j ,1-40/e_Address:4.717�" f��k,6 RIVE , , i,,. /.`7 City: (Sg477/—/ 4'1 /L / State: Jim_ Zip: Q / CONTACT PERSON communication rson receiving all project Name: p7 A.''`' y Address: 11f1411L _` D , 1 ��'!/ T /l Address: Ori 3 ? City: ". lSS/b �ta State: Zip: L �afl Phone: J - / .3 s- J(/—. 7 ( lL Email: .,e_v � 0 , ,7L2 co l PLUMBING CONTRACTOR INFORMATION ' Company Name: i J'1Li , Address: 11f1411L City: State I Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: O.,( 4( O1L1 (1 -7 Valuation of Project (contractor's bid price): $ 1 3" V L‘.v Scope of Work (please provide detailed information): eieS Building Use (per Int'! Building Code). Occupancy (per Intl Building Code): Utility Purveyor: Water Sewer: H:\Applications\Porms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Drinking fountain rr water co. - p Shower, single head trap /- Sinks /}"- Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) I Each additional medical gas inlets/outlets greater than 5 A Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 3. Fixture Type Qty Bidet ' Drinking fountain rr water co. - p Lavatory /- Urinal /}"- Water heater and/or vent Repair or alteration of drainage or vent piping I Repair or alteration of water piping and/or water A treatment—equipment 3. Backtlow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller I Atmospheric -type vacuum breakers not included in lawn sprinkler backtlow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 1.)-- YReceFloor Wash fountain Water closet /}"- Industrial waste treatment interceptor, including trap and vent, except Mr 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 I Fixture Type Qty Dental unit, cuspidor drain 1.)-- YReceFloor Receptor, ptor, 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 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 OR AUTHOR AGENT: Signature: Print Name: Mailing Address: Date: 6 �,( ��f f / �O�J�J�hone:Y� � -s7 3 t , pe L ,a /7 Cetyl ` & State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11 dote Revised: August 2011 bh Page 2 of 2 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov 0223000060 116 ANDOVER PK E TUKW FEDEX OFFICE RECEIPT Permit Number: Status: Applied Date: Issue Date: PG13-084 ISSUED 06/11/2013 07/17/2013 Receipt No.: R13-02413 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 08/21/2013 01:36 PM Balance: $0.00 Payee: RICHARD SLAYTON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02769A ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 Total: $63.00 63.00 Ane• DeneinF_nL: Printed: 08-21-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223000060 Address: 116 ANDOVER PK E TUKW Suite No: Applicant: FEDEX OFFICE RECEIPT Permit Number: PG13-084 Status: APPROVED Applied Date: 06/11/2013 Issue Date: Receipt No.: R13-02160 Payment Amount: $288.75 Initials: JEM Payment Date: 07/17/2013 08:40 AM User ID: 1165 Balance: $0.00 Payee: PLUMBING EXPRESS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8602 288.75 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.00 96.60 000.322.103.00.00 192.15 Total: $288.75 ilnn• Rercinr_na Printed: 07-17-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223000060 Address: 116 ANDOVER PK E TUKW Suite No: Applicant: FEDEX OFFICE RECEIPT Permit Number: PG13-084 Status: PENDING Applied Date: 06/11/2013 Issue Date: Receipt No.: R13-01857 Payment Amount: $72.19 Initials: WER Payment Date: 06/11/2013 01:51 PM User ID: 1655 Balance: $288.75 Payee: MULVANNY G2 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 087445 72.19 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 72.19 Total: $72.19 ori„re,i• na_11 )fl1z 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) 431-2451 2t3'aaL' Pro'ect: TypeAtinspection: Address: I t & tIQN.,/e? ptL6_ Date Called: Special Instructions: - Date W nted: C_ -.n. Requester: Phone No: Li IL! —3os -- 7Z7 ,�pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c• INA CkG-rAV t6ie I.) 41 ct . r. Date: �- Cr 19-13 PECTION FEE R= UIRED. Prior to nett inspection, fee must be at 6300 Southcent r 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) 431-2451 Projecct::Type 1_ell '01-r0 f. f Inspection: j—vN..)Pr Li lJ 1.10 A\err lit«c•I? Address: I i c A NIA it.101 .SIL L Date Called: 0 e p Irk 'e SpecialInstructions: Date Wanted:. — l u '-t� a:rn� �p:m. Requester: No: PhoneD..3 1sg- (I (./f 1 J Approved per applicable codes. ® Corrections required prior to approval. COMMENTS:I. lJ 1.10 A\err lit«c•I? 6MC. v IPI P i a•J 1, iv R( -- 0 e p Irk 'e h 1 r`.............,\ Insect r: I '1ot1.."-Date: R5 NSPECTION FEE REQUIRED. Prior to {ext inspection, fee must be ppid 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 RequestLine (206) 431-2451 8013-o8q Project: rf....bE,) Orf ---tee Type of Inspection: 1l.iA1 --'luM(3IN L Address: . 11 C9 A kJ xrJ rt P K-. Date Called: Special Instructions: Date Wanted: T Requester: Phone No: t-} I Li ' 3o5 -Ci72% ElApproved per applicable codes. l__ J Corrections required prior to approval. / COMMENTS: W Rd19LL1_ 1 — Ap_Pfts/66 . 1— 1 !J" 1 0 ewe O WeI 0 ;kW i t S k fiktr i 1+ ✓at t 1 — c)-. V`oaf vm ssini b 2 CCAS ?IkMr,Ab�N _ KJ/04 Dat — t — 1? NSPECTION FEE REUIRED. Pribr to next inspection. fee must be aid at 6300 SouthcentejBlvd.. 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 x(206) 431-3670 Permit Inspection Request Line (206) 431-2451 H P --r j� 4 r 4- i C8._ Ty �i�of0,e.3 � .1.._— ti Add§ess: Date Called: Special Instructions: 4' 2i1/4/°-1 \bi'� ���� ' i 3\ r.. ,� ti DatetW nted: _ t p.m. Requester:Z2 Phone No' J -3 c�c,i 178S EJApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 3 2.44-4, / 6.ai -- A -S id,i cJ 2, .6 h —NN.l- .AbOle a i nr\) MIS tai` 3 ‘IEvi —No vvx tQET it-rvQ V3 ck ;3vCP q,0 Je 4 c,- ( c.z;-k--t, . -I'3 d s4 e 4 ector Da : J A 1 1,1 c- .00St 2 -- -7-17 R N PECTION FEE REQ IRED. Prior to rfext inspection. fee m‘be pad t 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection: • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-084 DATE: 08-13-13 PROJECT NAME: FEDEX OFFICE SITE ADDRESS: 116 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter #. Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 1 Pr65:' PublicWorks Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08-15-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route RI Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved 1' Approved with Conditions Notation: DUE DATE: 09-12-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 � . PERMIT COORS COSY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-084 PROJECT NAME: FEDEX OFFICE SITE ADDRESS: 116 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # DATE: 06-11-13 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: Bilding ivislon Publiches1- S 1-1 3 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-13-13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: tro DUE DATE: 07-11-13 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: SITE ADDRESS: I, TIL E PERMIT NO: 1 \ GB-- 0814 ORIGINAL ISSUE DATE: -7- [7-13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 113-13 WIC )-1 —[ f/� Summary of Revision: r?"4d ,ie mo (1 wlc. y S o u p Y{t, vvt �� C4s i �' w 4.0v etic r t4vA-£ OA i .1. j2� <,(', Received by: g« q. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 �� (3 Plan Check/Permit Number: G I 08'1 O Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: t -p ,L.-/ O- 'Ac,e, Project Address: (M .D , s,v4.-- jt ) -735SContact Person: 1' 4kY 1L Phone Number: "( Lfq- Sp? - 3-73s- Summary ummary of Revision: QW1.a11t vv‘de SI V art VIA SCo r..e d `f- Wo lrk.. . Q4 ?►p'v '1-n re 1dra.#d, 4VA ( (JA 4 - RECEIVED CITY OF TUKWILA Ar 1 U 1 PERMIT CENTER Sheet Number(s): C \, 2.0 "Cloud" or highlight all areas ofrev ionincludii datelio.n Received at the City of Tukwila Permit Center by: -Entered in Permits Plus on V�� () H:\Apphcations\Fonns-Applications On Lme\2010 Applications\7-2010 - Revision Submittal.dac Created: 8-13-2004 Revised: 7-2010 Contractors or Tradespeople Prig ter Friendly Page General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PLUMBING EXPRESS INC UBI No. 602226682 Phone 2538264621 Status Active Address Po Box 2226 License No. PLUMBEI98600 Suite/Apt. License Type Construction Contractor City Sumner Effective Date 9/20/2002 State WA Expiration Date 9/20/2014 Zip 98390 Suspend Date County Pierce Specialty 1 Plumbing Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PLUMBE*077PR PLUMBING EXPRESS Construction Contractor Plumbing Unused 10/19/1993 10/19/2003 Archived PRECIM*121KB PRECISION MECHANICAL Construction Contractor Plumbing Unused 5/2/1988 3/17/1989 Archived PLUMBE*1620QPLUMBING EXPRESS, THE Construction Contractor Plumbing Unused 9/18/1984 9/18/1986 Archived Business Owner Information Name Role Effective Date Expiration Date KILDARE, JOHN THOMAS President 09/20/2002 Amount KILDARE, KRISTI KYLE Vice President 09/20/2002 BKA54313254 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 GREAT AMER INS CO OF NY 7902865510010 10/19/2001 Until Cancelled 10/18/2010 $6,000.00 09/20/2002 Assignment of Savings Information Savings 2 Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 10/26/2010 Until Released Bond $6,000.00 10/26/2010 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 AMERICAN FIRE & CASUALTY CO BKA54313254 01/01/2011 01/01/2014 $1,000,000.00 12/26/2012 8 AMERICAN FIRE & CASUALTY CO BKA1154313254 01/01/2010 01/01/2011 $1,000,000.00 12/21/2009 7 FEDERATED MUTUAL INS CO 9215213 01/01/2009 01/01/2011 01/01/2010 $1,000,000.00 11/17/2009 6 FEDERATED MUTUAL INS CO 9215213 01/01/2005 01/01/2009 $1,000,000.00 11/30/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period httos://fortress.wa. aov/1ni/bbip/Print. aspx 07/17/2013 j ACU -1 150 MBH C� PLUMBING GAS PLAN 6 1/4" = 11-011 °%rr✓/OOO00% PLUMBING SANITARY & VENT PLAN 1/4" = 11-0" SANITARY & VENT ISO PLAN NTS PLUMBING RESPONSIBILITIES L — LANDLORD CONTRACTOR F — FEDEX CONTRACTOR E — EXISTING FURNISH INSTALL RESPONSIBILITY NOTES PLUMBING SYSTEM VENT, V 1 RESTROOM PLUMBING FIXTURES F F — — 1 a ASSOCICATED HW/CW PIPING F F CHECK VALVE 1 b ASSOCICATED SEWER/VENT PIPING F F 0 2 WATER COOLER AND ACCESSORIES F F LAVATORY 2a ASSOCICATED HW/CW PIPING F F EWC 2b ASSOCICATED SEWER/VENT PIPING F F FLOOR DRAIN 5 CONDENSATE DRAIN PIPING — — 6 SECOND CONDENSATE DRAIN PIPING — — 7 GAS PIPING/METER/REGULATOR F F 8 TANK TYPE HOT/ IWH WATER HEATER F F 9 MOP SINK AND ACCESSORIES F F 9a ASSOCICATED HW/CW PIPING F F 9b ASSOCICATED SEWER/VENT PIPING F F 10 CONDENSATE DRAIN PUMP — — 11 AS—BUILT DRAWINGS F F 12 PLUMBING UTILITIES (CW,METER,SAN,VTR) F F 13 DEMOLITION — — /1V SEPARATE PERMIT REQUIRED FOR: Elaethanical Etectrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION ARCHITECT 18200 VON KARMAN AVE 1 SUITE 910 IRVINE, CA 1 92612 t 949.705.0700 1 f 949.705.0701 MulvannyG2.com Al)r 0q7013 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. f``^TE: RBVis.ons will require a new plan submittal and may include additional plan review fees. L H KOHRB LOPRMIAte1 HER. EN 8, P8C MECHANICAL/ELECTRICAL ENGINEERS WWW.KLHENGRS.COM 1538 ALEXANDRIA PIKE. SUITE 11 FT. THOMAS. KENTUCKY 41075 800-354-9783 859-442-8050 859-442-8058 FAX ARCHITECTURAL PROJECT NO.: MEP PROJECT NO.: STRUCTURAL PROJECT NO.: CIVIL PROJECT NO.: —===_ / —I— ci3 U 0 i1 A ,� 11li k%�j !11 \. I 3 r 1/ ! ~n MN 41040; APInt PLUMBING DEMOLITION PLAN 1/4" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2013 City of Tukwila BUILDING DIVISION NATURAL GAS NOTE: A. NEW NATURAL GAS MBH IS LESS THAN EXISTING. PLUMBING CODED NOTES: 1. EXTEND AND CONNECT NEW COLD WATER TO EXISTING COLD WATER SERVICE. PROVIDE NEW SHUT OFF VALVES, METER AND REMOTE METER READER AS REQUIRED. VERIFY LOCATION OF COLD WATER MAIN PRIOR TO BID. 2. EXTEND AND CONNECT NEW 4" SANITARY MAIN TO THE EXISTING 4" MINIMUM SANITARY SERVICE. VERIFY SIZE, DEPTH, AND LOCATION OF SANITARY MAIN WITH THE LANDLORD PRIOR TO BID, ROUGH—IN AND INSTALLATION. PROVIDE CLEANOUT AT CONNEC11ON TO THE SANITARY MAIN. 3. EXTEND AND CONNECT NEW 2" VENT TO EXISTING 3" MINIMUM VENT. FIELD VERIFY PRIOR TO BID. 4. PROVIDE NEW HOT WATER HEATER AND PLATFORM ABOVE RESTROOM. COORDINATE ELECTRICAL REQUIREMENTS WITH THE EC. 5. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. REFER TO SPECIFICATIONS FOR MODEL AND MANUFACTURER. INSTALL TRAP PRIMER VALVE ASSEMBLY IN WALL AT AN ACCESSIBLE HEIGHT. PROVIDE ACCESS PANELS AS REQUIRED. 6. DISCONNECT AND EXTEND EXISTING GAS TO CONNECT TO NEW HVAC EQUIPMENT (ACU -1) PER THE MANUFACTURER'S REQUIREMENTS. PROVIDE SHUTOFF VALVE AND DIRT LEG AS REQUIRED. PROVIDE LANDLORD APPROVED SLEEPERS AS REQUIRED. PAINT NEW GAS PIPING. PROVIDE AND INSTALL REGULATOR, PRV, AND SHUT—OFF VALVE. REFER TO DETAIL 7. PROVIDE NEW POWERS LF495 POINT OF USE THERMOSTATIC MIXING VALVE. INSTALL IN AN ACCESSIBLE LOCATION. SET TO 110 DEGREE DISCHARGE TEMPERATURE. FILE COPY �0 Permit No. Plan review approval is subXit to errors and dons. 1,47, - ... a of construction documents does not authorize .st on of any adopted axle or ordinance. Receipt nE approved Fie .,+ ed: By .1AK11 D City Of Tatvila BUILDING DIVISION REVSlON.NOL 1)G 13 -084 RECEIVED CITY OF TUKWILA AUG 132013 PERMIT CENTER FELD Y ALL CaMMONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. CENTER NO.: SITE ID NO: 5173 989630 12-0253-01 A 12622.00 116 ANDOVER PARK EAST S PROGRAM: RELO STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SEATTLE, WA 98188 CONTEMPORANEOUSLY WITH ITS ISSUE DATE 04.26.2013 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS and ENGINERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF KINKO'S INC. AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH FEDEX KINKO'S. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. FEDEX KINKO'S IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS ARE INTENDED FOR DESIGN PURPOSES ONLY AND NOT FOR USE IN CONSTRUCTION UNLESS APPROVED AS SUCH BY GOVERNING AUTHORITIES. PERMIT SET © 2012 FedEx Office NO. REVISIONS: DATE: CN 1- BLDG COMMENTS 07/11/13 CN 2- FXO COMMENTS 07/11/13 / - \ CN 3- FXO COMMENTS 07/28/13 CN 4- FXO COMMENTS CN 5- BLDG & MECH COMMENTS 08/01/13 08/09/13 A PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: 05.31.13 04.26.13 DRAWING TITLE: PLUMBING PLAN DRAWING NUMBER: P-1 .0 l SYMBOL DESCRIPTION ---S-- SANITARY/WASTE PIPING, S, W V VENT, V COLD WATER PIPING, CW —CW HW HOT WATER PIPING, HW — — GATE VALVE D4 —VF— CHECK VALVE S'�Q G CLEANOUT WCO '— WALL CLEANOUT 0 FLOOR DRAIN, F.D. WC WATER CLOSET LAV LAVATORY CW COLD WATER HW HOT WATER EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER F.D. FLOOR DRAIN —===_ / —I— ci3 U 0 i1 A ,� 11li k%�j !11 \. I 3 r 1/ ! ~n MN 41040; APInt PLUMBING DEMOLITION PLAN 1/4" = 11-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2013 City of Tukwila BUILDING DIVISION NATURAL GAS NOTE: A. NEW NATURAL GAS MBH IS LESS THAN EXISTING. PLUMBING CODED NOTES: 1. EXTEND AND CONNECT NEW COLD WATER TO EXISTING COLD WATER SERVICE. PROVIDE NEW SHUT OFF VALVES, METER AND REMOTE METER READER AS REQUIRED. VERIFY LOCATION OF COLD WATER MAIN PRIOR TO BID. 2. EXTEND AND CONNECT NEW 4" SANITARY MAIN TO THE EXISTING 4" MINIMUM SANITARY SERVICE. VERIFY SIZE, DEPTH, AND LOCATION OF SANITARY MAIN WITH THE LANDLORD PRIOR TO BID, ROUGH—IN AND INSTALLATION. PROVIDE CLEANOUT AT CONNEC11ON TO THE SANITARY MAIN. 3. EXTEND AND CONNECT NEW 2" VENT TO EXISTING 3" MINIMUM VENT. FIELD VERIFY PRIOR TO BID. 4. PROVIDE NEW HOT WATER HEATER AND PLATFORM ABOVE RESTROOM. COORDINATE ELECTRICAL REQUIREMENTS WITH THE EC. 5. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. REFER TO SPECIFICATIONS FOR MODEL AND MANUFACTURER. INSTALL TRAP PRIMER VALVE ASSEMBLY IN WALL AT AN ACCESSIBLE HEIGHT. PROVIDE ACCESS PANELS AS REQUIRED. 6. DISCONNECT AND EXTEND EXISTING GAS TO CONNECT TO NEW HVAC EQUIPMENT (ACU -1) PER THE MANUFACTURER'S REQUIREMENTS. PROVIDE SHUTOFF VALVE AND DIRT LEG AS REQUIRED. PROVIDE LANDLORD APPROVED SLEEPERS AS REQUIRED. PAINT NEW GAS PIPING. PROVIDE AND INSTALL REGULATOR, PRV, AND SHUT—OFF VALVE. REFER TO DETAIL 7. PROVIDE NEW POWERS LF495 POINT OF USE THERMOSTATIC MIXING VALVE. INSTALL IN AN ACCESSIBLE LOCATION. SET TO 110 DEGREE DISCHARGE TEMPERATURE. FILE COPY �0 Permit No. Plan review approval is subXit to errors and dons. 1,47, - ... a of construction documents does not authorize .st on of any adopted axle or ordinance. Receipt nE approved Fie .,+ ed: By .1AK11 D City Of Tatvila BUILDING DIVISION REVSlON.NOL 1)G 13 -084 RECEIVED CITY OF TUKWILA AUG 132013 PERMIT CENTER FELD Y ALL CaMMONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. CENTER NO.: SITE ID NO: 5173 989630 12-0253-01 A 12622.00 116 ANDOVER PARK EAST S PROGRAM: RELO STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SEATTLE, WA 98188 CONTEMPORANEOUSLY WITH ITS ISSUE DATE 04.26.2013 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS and ENGINERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF KINKO'S INC. AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH FEDEX KINKO'S. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. FEDEX KINKO'S IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS ARE INTENDED FOR DESIGN PURPOSES ONLY AND NOT FOR USE IN CONSTRUCTION UNLESS APPROVED AS SUCH BY GOVERNING AUTHORITIES. PERMIT SET © 2012 FedEx Office NO. REVISIONS: DATE: CN 1- BLDG COMMENTS 07/11/13 CN 2- FXO COMMENTS 07/11/13 / - \ CN 3- FXO COMMENTS 07/28/13 CN 4- FXO COMMENTS CN 5- BLDG & MECH COMMENTS 08/01/13 08/09/13 A PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: 05.31.13 04.26.13 DRAWING TITLE: PLUMBING PLAN DRAWING NUMBER: P-1 .0 l GENERAL PLUMBING NOTES A. EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. FURTHERMORE, PRIOR TO BID, CONTRACTOR SHALL VISIT THE JOB SITE AND FIELD VERIFY THE EXISTING CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING STUB—INS, TAPS, ETC. FOR PLUMBING AND MECHANICAL SYSTEMS FOR THE TENANT SPACE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN PLANS AND FIELD CONDITIONS IN ORDER TO PREVENT UNKNOWN ADDITIONAL COSTS TO THE TENANT. B. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STATE, LOCAL CODE AND LANDLORD'S REQUIREMENTS. C. PROVIDE SHUTOFF VALVE(S) AT EACH FIXTURE. D. ALL PLUMBING PIPING DROPS TO PLUMBING FIXTURES SHALL BE INSTALLED IN WALL SPACE EXCEPT WHERE NOTED. K. ALL WATER LINES PIPED IN EXTERIOR WALLS SHALL BE LOCATED ON THE WARM SIDE OF THE INSULATION SAW CUT ALL SLAB PENETRATIONS. SEAL AROUND ALL WALL, FLOOR AND CEILING PIPE PENETRATIONS WITH APPROVED SEALANT MATERIAL AND ENSURE PENETRATIONS REMAIN FIRE RESISTANT AND WATERTIGHT. F. ALL EQUIPMENT, INSTALLATIONS AND MATERIALS SHALL COMPLY WITH APPLICABLE LANDLORD CRITERIA, LOCAL AND STATE CODES. PROVIDE AND INSTALL WATER HAMMER ARRESTORS PER PDI REQUIREMENTS. H. LABEL ALL BELOW SLAB PIPING. I. PLUMBING WORK REQUIRES SEPERATE PLUMBING PERMIT TO BE OBTAINED BY THE TOWNSHIP—LICENSED PLUMBER. J. IN ORDER TO NOT VOID THE LANDLORD'S ROOF WARRANTY, ALL ROOF WORK SHALL BE BY THE LANDLORD'S ROOFING CONTRACTOR. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GENERAL PLUMBING DEMOLITION NOTES A. AT ALL LOCATIONS WHERE PLUMBING FIXTURE REMOVED, PLUMBING SUBCONTRACTOR SHALL PIPING (WATER, WASTE, VENT) TO A POINT BE SURFACE AND CAP OFF. WHERE PIPING SER\ FIXTURE TO BE REMOVED ALSO SERVES FIXTU ARE TO REMAIN, PIPING SHALL BE REROUTED RECONNECTED AS REQUIRED TO ACCOMMODAT AREAS AS REQUIRED. 5 ARE TO BE REMOVE :YOND FINISH ANG EXISTING RES THAT AND E REMODELED B. WHERE EXISTING WALLS ARE REMOVED AND PIPING IS FOUND THAT MUST REMAIN, PLUMBING SUBCONTRACTOR SHALL REROUTE AND RECONNECT PIPING AS EQUIRED, E.G. DOMESTIC WATER PIPING, GAS, SOIL, WA TE, VENT, AND ROOF LEADER PIPING. ALL PLUMBING PIPING THAT IS FOUND TO NO LONGER SERVE ANY PURPOSE SHALL BE REMOVED AN CAPPED OFF BEYOND FINISH SURFACE. D. WHEREVER POSSIBLE, NEW PIPING AND RELOC SHALL BE RUN CONCEALED. COORDINATE LO ALL PIPING WITH HVAC AND ELECTRIC SUBCOI COORDINATE CUTTING AND PATCHING WITH GE CONTRACTOR. TED PIPING ATI ON OF TRACTOR. IERAL WHEREVER FIXTURES REQUIRING PLUMBING CO NECTIONS ARE FURNISHED BY OTHERS, OWNER, OR ARE RELOCATED, PLUMBING SUBCONTRACTOR SHALL FURNISH '. D INSTALL CARRIERS, "P" TRAP AND STOPS AND MAKE NAL PLUMBING CONNECTIONS AT NEW LOCATIONS. F. ALL CUTTING AND PATCHING FOR REMOVAL, EMODELING OR INSTALLATION OF NEW PLUMBING WORK S ALL BE DONE BY PLUMBING CONTRACTOR. REFER TO ARCHITECTURAL DEMOLITION PLANS FOR EXTENT OF DEMOLITION WORK. COORDINATE WITH SA E. PLUNBNG SPECIFICATIONS GENERAL THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND INSTRUCTIONS TO BIDDERS SHALL APPLY TO AND BE PART OF THIS SPECIFICATION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES OF INSPECTION AND APPROVALS REQUIRED. SCOPE OF WORK WATER PIPING SYSTEMS SOIL, WASTE, AND VENT PIPING SYSTEMS PLUMBING FIXTURES PLUMBING EQUIPMENT PAINTING AND ELECTRICAL WORK IS NOT PART OF THIS CONTRACT. GENERAL STANDARDS THE APPLICABLE PROVISIONS OF THE FOLLOWING STANDARDS SHALL GOVERN: AMERICAN SOCIETY FORST TE MATERIALS (ASTM); AMERICAN STANDARDS ASSOCIATION (ASA); UNDERWRITERS LABORATORIES (UL); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); STATEWIDE BUILDING CODE. THE INSTALLATION OF ALL PLUMBING WORK SHALL CONFORM TO THE APPLICABLE LOCAL PLUMBING CODES AND STATUES. EXCAVATION AND BACKFILL DO ALL EXCAVATION AND BACKFILLING. LAY SEWER AND UNDERGROUND PIPING LINES ON 6" COMPACTED SAND. BACKFILL UNDER BUILDING AND ALL DRIVES, ROADS AND WALKS WITH BANK -RUN GRAVEL. WATER PIPING SYSTEMS INTERIOR BACKFLOW PREVENTERS WITH FUNNELS AND DRAINS DOMESTIC COLD -WATER PIPING DOMESTIC HOT-WATER PIPING DOMESTIC RECIRCULATING WATER PIPING TRAP PRIMERS FOR FLOOR DRAINS PROVIDE HEAT TRACE AND INSULATION ON ALL WATER PIPING SUBJECT TO FREEZING. INTERIOR WATER PIPING: TUBE SIZE 2" AND SMALLER: COPPER TUBE. WALL THICKNESS: TYPE L, HARD -DRAWN TEMPER. FITTINGS: WROUGHT -COPPER, SOLDER -JOINTS. TUBE SIZE 2-1/2" AND LARGER: COPPER TUBE. WALL THICKNESS: TYPE L, HARD -DRAWN TEMPER. FITTINGS: WROUGHT -COPPER, SOLDER -JOINTS. REDUCED PRESSURE BACKFLOW PREVENTER (DOMESTIC BUILDING SERVICE): GAS PIPING SYSTEMS GENERAL: PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GAS PIPING RUN -OUTS TO ALL GAS-FIRED EQUIPMENT, INCLUDING EQUIPMENT SUPPLIED BY THE HVAC AND ELECTRIC CONTRACTORS. PIPING SHALL BE INSTALLED FULL-SIZE (AS INDICATED ON THE DRAWINGS) TO EACH UNITS GAS INLET CONNECTION, BURNER, REGULATOR, ETC. PLUMBING SUBCONTRACTOR SHALL PROVIDE AND INSTALL GAS COCK AND MAKE FINAL CONNECTIONS. CONNECTIONS TO EACH GAS-FIRED EQUIPMENT ITEM SHALL INCLUDE A DRIP LEG AND SHUTOFF GAS COCK. COMPLY WITH EQUIPMENT MANUFACTURER'S INSTRUCTION. FOR CONNECTIONS TO GAS-FIRED ROOFTOP EQUIPMENT, PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ROOF PENETRATION AND SHALL INSTALL THE GAS PIPING THROUGH THE ROOF IN A LOCATION THAT HAS BEEN COORDINATED WITH THE HVAC CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH WORK PROVIDED BY THE UTILITY COMPANY, INCLUDING TAP FEES, INSTALLATION COSTS, ROAD CUTS, AND BORES IF APPLICABLE. BUILDING DISTRIBUTION PIPING: ALL PIPING FROM OUTSIDE NEW FOUNDATION WALL TO GAS FIRED EQUIPMENT CONNECTIONS: BLACK STEEL PIPE. PIPE SIZE 2" AND SMALLER: BLACK STEEL PIPE PIPE WEIGHT: SCHEDULE 40 FITTINGS: MALLEABLE IRON THREADED PIPE SIZE 2-1/2" AND LARGER: BLACK STEEL PIPE PIPE WEIGHT: SCHEDULE 40 FITTINGS: WROUGHT -STEEL BUTTWELDING SOIL. WASTE AND VENT PIPING SYSTEM FURNISH AND INSTALL A COMPLETE SOIL, WASTE AND VENT SYSTEM IN THE BUILDING AND ON THE SITE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. NO -HUB CAST IRON MAY BE USED ABOVE FLOOR SLAB. ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDINGS INCLUDING SOIL STACKS, VENT STACKS, HORIZONTAL BRANCHES, TRAPS, AND CONNECTIONS TO FIXTURES AND DRAINS. UNDERGROUND BUILDING DRAIN PIPING INCLUDING MAINS, BRANCHES, TRAPS, CONNECTIONS TO FIXTURES AND DRAINS, AND CONNECTIONS TO STACKS, TERMINATING AT CONNECTION TO EXISTING SANITARY SEWER. FLOOR DRAINS INTERIOR PIPING: CAST IRON SOIL PIPING AND FITTINGS SERVICE WEIGHT ASTM A-74 WITH ASTM C-564 GASKETED JOINTS. WASTE AND VENT PIPING 2-1/2" AND UNDER - TYPE "M" COPPER ASTM B88.62. SOIL, WASTE AND VENT PIPING 3" AND OVER IN SIZE AND ALL UNDERGROUND CAST IRON SOIL PIPING AND FITTINGS, ASTM A-74, SERVICE WEIGHT. NO -HUB CAST IRON PIPE AND FITTINGS SHALL BE USED ABOVE FLOOR FOR SOIL, WASTE, AND VENT PIPING. PIPING ALIGNMENT SHALL BE AS INDICATED ON THE DRAWINGS USING APPROVED Y BRANCHES OR EIGHT BANDS FOR DIRECTION CHANGES AND SHALL BE SURELY SUPPORTED OR SECURED TO MAINTAIN SUCH ALIGNMENT. PITCH OF PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/8" PER FOOT FOR BUILDING DRAINS AND AS INDICATED ON THE DRAWINGS FOR SEWERS. PROTECTION SHALL BE GIVEN ALL FOOTINGS, OTHER STRUCTURAL ELEMENTS DURING UNDERGROUND WORK ADJACENT TO SUCH ITEMS. REFER TO STRUCTURAL DRAWINGS. VENT ALL FIXTURES, CONNECT BRANCH VENTS TO MAIN VENT RISERS AT LEAST THREE FEET AND SIX INCHES ABOVE VENTED FIXTURES. PITCH VENT LINES BACK TO SOIL OR WASTE PIPE, FREE OF DROPS AND SAGS. CLEANOUTS SHALL BE FULL SIZE OF PIPE UP TO 4", AND 4" FOR LARGER SIZES. FOR UNDERGROUND AND CONCEALED LINES, PROVIDE CLEANOUTS IN ACCESSIBLE POSITIONS AT EACH RIGHT ANGLE TURN AND AT INTERVALS NOT TO EXCEED FIFTY FEET. IN FLOORS, INSTALL FLUSH WITH FINISH FLOOR WITH EXTENSION PIPE FROM CLEANOUT "Y". FLOOR DRAINS REFER TO SCHEDULE ON DRAWINGS. NOTE: ALL FLOOR DRAINS LOCATED IN ROOMS WHICH HAVE 11LE FLOORS (TOILET ROOMS, KITCHEN, ETC.) SHALL HAVE SQUARE TOPS (TYPE "S" STRAINER). THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL TRAP PRIMERS FOR ALL FLOOR DRAINS. TRAP PRIMER SHALL BE EQUAL TO PPP INC. MODEL "OREGON #1" TRAP PRIMER VALVE. PLUMBING FIXTURES WATER CLOSETS. LAVATORIES. SERVICE SINKS. WATER COOLERS. FIXTURE SCHEDULE SEE PLUMBING DRAWINGS FOR FIXTURE SCHEDULE. PLUMBING EQUIPMENT ELECTRIC WATER HEATERS THERMOSTATIC MIXING VALVE CATHODIC PROTECTION PROVIDE DIELECTRIC INSULATION AT POINTS S WHERE. COPPER OR BRASS PIPE COMES IN CONTACT WITH FERROUS PIPING, REINFORCING STEEL OR OTHER DISSIMILAR METAL IN STRUCTURE. SHOCKABSO RBERS REMOVE SHOCK CONDITIONS FROM ALL PIPING. PROVIDE AND INSTALL SHOCK ABSORBERS ON ALL PIPING SERVING FLUSH VALVE FIXTURES. VALVES MAIN SHUT OFF VALVES SHALL BE INSTALLED AS SHOWN ON THE PLANS. SHUT OFF VALVES SHALL BE NIBCO S/T 580 BALL VALVES OR EQUAL. VALVES SHALL HAVE BLOWOUT PROOF STEM, TFE SEATS AND BRASS BALL PRESSURE RATING OF ALL MAIN VALVES SHALL HAVE A RATING OF AT LEAST 400 PSI WORKING PRESSURE. VALVES SHALL BE INSTALLED AS SHOWN ON THE PLANS. WHEN VALVES ARE NOT SHOWN IN DETAIL ON THE PLANS, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES NECESSARY FOR THE CONTROL OPERATION AND ISOLATION OF EQUIPMENT. PITCH ALL PIPE TO LOW POINTS AND INSTALL DRAIN VALVES. GATE VALVES OR BALL VALVES SHALL BE USED IN SERVICES REQUIRING THE VALVES TO BE FULLY OPENED OR TIGHTLY CLOSED. GLOBE OR ANGLE VALVES SHALL BE USED WHERE THROTTLING OR FLOW CONTROL IS DESIRED, OR IN BY-PASS LINES. GLOBE AND ANGLE VALVES SHALL BE EQUIPPED WITH THE APPROPRIATE DISC MATERIAL FOR THE INTENDED SERVICE. COLD WATER GLOBE VALVES SHALL HAVE RUBBER DISC; HOT WATER SHALL HAVE COMPOSITION DISC. THIS CONTRACTOR SHALL FURNISH AND INSTALL SHUT-OFF VALVES TO ISOLATE EACH FIXTURES, ITEM OR UNIT AT THE FIXTURE ITEMS OR UNIT WHETHER FURNISHED BY THIS CONTRACTOR OR BY OTHERS. FIXTURES, ITEM OR UNITS FURNISHED BY THE MANUFACTURER WITH INTEGRAL STOPS OR STOPS SPECIFIED WITH THE FIXTURE ARE CONSIDERED TO BE PROPERLY VALVED OFF AT THE FIXTURES. ACCESS SHALL BE PROVIDED TO ALL VALVES. PIPE JOINTS AND CONNECTION ALL CUTTING AND PATCHING OF FINISHED CONSTRUCTION OF BUILDING SHALL BE PERFORMED BY THIS CONTRACTOR UNDER THE SECTION OF SPECIFICATIONS COVERING THESE MATERIALS. ANY MINOR ADJUSTMENT IN LOCATION OF ALIGNMENT OF NEW WORK OR TO CONNECT TO EXISTING UTILITIES SHALL BE PERFORMED AS DIRECTED BY THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE GROUNDS, WALKS, ROAD, BUILDING, PIPING SYSTEMS, ELECTRICAL SYSTEMS, AND THEIR EQUIPMENT AND CONTENTS, CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED BY HIM. HE SHALL REPAIR AT HIS EXPENSE ALL DAMAGED SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY AND IN SUCH MANNER AS SATISFACTORY TO THE ARCHITECT. OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE BOND NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES DURING THE BONDING PERIOD. PIPE INSULATION FIBERGLASS PIPING INSULATION: ASTM C 547, CLASS 1 FLEXIBLE CLOSED CELL ELASTOMERIC PIPING INSULATION: ASTM C 534, TYPE I, (EQUAL TO ARMAFLEX). ENCASE PIPE FITTINGS INSULATION WITH ONE-PIECE PREMOLDED PVC FITTING COVERS. VAPOR BARRIER MATERIAL: PAPER -BACKED ALUMINUM FOIL, EXCEPT AS OTHERWISE INDICATED, STRENGTH AND PERMEABILITY RATING EQUIVALENT TO ADJOINING PIPE INSULATION JACKETING. STAPLES, BANDS, WIRES, AND CEMENT: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. ADHESIVES, SEALERS, AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. COVER ALL COLD WATER PIPING WITH 1/2" THICK FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION, HAVING A "K" VALUE OF .25. COVER ALL HOT WATER PIPING WITH 3/4" THICK FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION, HAVING A "K" VALUE OF .25. FLEXIBLE CLOSED CELL ELASTOMERIC INSTALLATION: SLIT TUBULAR SECTIONS ONTO PIPE. ON AREAS WHERE PIPE END IS OPEN, SLIDE FULL SECTIONS ONTO PIPE. ALL EDGES SHALL BE CLEAN CUT. INSULATION SHALL BE PUSHED ONTO PIPE, NEVER PULLED. ALL SEAMS AND BUTT JOINTS SHALL BE ADHERED AND SEALED USING ADHESIVE EQUAL TO ARMAFLEX 520 ADHESIVE. INTERRUPTION OF SERVICES WHEN IT IS REQUIRED TO INTERRUPT EXISTING SERVICES, THIS CONTRACTOR SHALL FIRST NOTIFY THE ARCHITECT THAT AN INTERRUPTION IS REQUIRED. IT SHOULD BE NOTED THAT FACILITIES MUST BY KEPT IN OPERATION AS MUCH AS POSSIBLE. THIS CONTRACTOR SHALL ADVISE THE ARCHITECT OF THE LENGTH OF TIME THE SERVICE WILL BE INTERRUPTED AND SHALL GET PERMISSION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. WARRANTY THIS CONTRACTOR SHALL WARRANT THAT ALL WORK UNDER THIS SECTION SHALL BE FREE OF DEFECTIVE WORK, MATERIALS AND PARTS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE WORK AND SHALL REPAIR, REVISE, AND REPLACE, AT NO COST TO THE OWNER, ANY SUCH DEFECTS OCCURRING WITHIN THE WARRANTY PERIOD. TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN SMOKE TIGHT MANNER AND TO MEET FIRE RATING OF WALL (REFER TOASTM E-814) PIPE AND INSULAT/ONTO BE CENTERED IN SLEEVE -DO NOT SUPPORTP/PE FROM SLEEVE CONCEALED PIPING NOTE: PROVIDE SLEEVE FOR ALL MASONRY WALLS AND F/RERATED WALLS STANDARD WEIGHT STEEL PIPE SLEEVEOFSIZE TO PASS PIPE AND INSULATION. PLUS GAP AS REQU/DED BY LOCAL CODES. (25 GA. SPLIT WALL SLEEVE ALSO ACCEPTABLE) FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO VIEW PIPE SLEEVE INTERIOR WALL DTL. PROVIDE ROUND SECURED NICKEL BRONZE 0 E ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN PVC BODY. MEMBRANECL4MP FLOOR SLAB ONGRAOE AS REQUIRED FOR DEPTH OF SEWER HUB AND SPIGOT PVC PIPE BELOW FLOOR SANITARY OR STORM SEWER LINE SAME SIZE AS SEWER UP TO 4" MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE <X— 4— DIRECTION OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. INTEGRAL ROOFTOP UNIT CONDENSATEDRAIN. CONDENSATE DRAIN PIPE S/ZESHALL BE NO LESS THAN DRAIN CONNECTION ON &NIT. OPEN TO ATMOSPHERE 0 1 '• FLOOR CLEANOUT DETAIL D O1 -1/2"x1 -1/2"x1/4" STEEL ANGLE IRON FRAME WITHSUPPORT ANGLES AT 45% BOLT TOP OF FRAME AND ANGLE SUPPORTS TO WALL PROVIDE ADDITIONAL WALL BLOCKING AS NEEDED. 2 PIPE DISCHARGE TO FLOOR DRAIN M 1" x24 GA. GALVANIZED STEEL STRAP. SCREW JNTO WALL STUD WITH 1-1/2" MIN. SCREWS. EXPANSION TANK (AMITROL MODEL ERM—X—TROL—ST-5) WATER HAMMER ARRESTORS ONNECT TO EXISTING CW MAIN 3/4"1101IW VACUUM BREAKER 3/4" CW THERMOSTATIC MIXING VALVE._ ALVE. 3 T /4" INLETS, 3/4"140'HW P&T RELIEF PIPE (3/4") / TO FUNNEL DRAIN 4" DEEP 20 GA. GALVANIZED DRAIN PAN WITH AU. EXPOSED EDGES HEMMED. DRAIN PAN TO EXTEND 4" (MIN.) BEYOND TANK ON ALL SIDES. —DRAIN VALVE ,---3/4" DRAIN PAN PIPING O Q TO FUNNEL DRAIN PROVIDE AND INSTALL PLATFORM ABOVE RESTROOM WATER HEATER DETAIL STEEL DECK TOP BEAM C -CLAMP IF STEEL BAR JOIST FUNNEL DRAIN ADJUSTABLE BAND HANGER FOR PIPING FOUR INCH OR LESS ------4441VT9 I ALL -THREAD ROD. �LENGTHAS REQUIRED FORPIPESLOPE — PROVIDE COPPER OR NON-METALLIC COATING WHERE __ CLEVIS HANGER FOR HANGERS CONTACT PIPE OVER FOUR INC BARE COPPER PIPE Q �� Fl Lfl DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR A LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANG PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HE DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPE HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' 3"=11' 2-1/2"=10' 2"=9' 1-1/2"=8' 1-1/4"=7' 1"=6' 3/4"=6' 1/2"=5'. CAST IRON: 10' AND ONE NEAR ALL JOINTS. STEEL: 4"=14' 3"=12 2-1/2"=11' 2"=10' 1-1/2"=9' 1"=7 3/4"=6 1/2"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYI DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. RS. PIPE TO DRAIN OR AS APPROVED BY LOCAL CODE OM • WATERC C L - OSETS (WC 1) HANDICAPPED: FIXTURE: AMERICAN STANDARD#22467.016, "CADET" 16 1/2"EL, 1.6 GAL/FLUSH PA, FLOOR MOUNTED, WATER SAVING TYPE, VITREOUS CHINA ELONGATED BLOW, PRESSURE -ASSISTED SIPHON JET FLUSHING ACTION, 16 1/2" HIGH BOWL, CLOSE COUPLED TANK, WATER SAVER TRIM, FULLY -GLAZED TRAP -WAY, BOTTOM OUTLET, 30 1/4" PROJECTION FROM WALL, 12" TO CENTERLINE OF OUTLET FROM WALL, 2 BOLT CAPS, FLUSHES yON 1.6 GALLONS, SUPPLY: 3/8" CHROME PLATED BRASS TUBING W/ CHROME PLATED ANGLE STOP W/ WHEEL HANDLE. FLOOR CLEANOUT (FCO) FIXTURE: ZURN COMPANY #ZB-1400 COATED CAST IRON KLEENATRON,;S LEVELEZE FLOOR CLEANOUT, INSIDE CAULK CONNECTION WITH INTERNAL PLUG ADJUSTABLE HOUSING, HEAVY-DUTY SCORIATED SECURED ROUND TOP, POLISHED BRONZE FINISH, INSTALL FLUSH WITH FINISHED FLOOR. PRESSURE ACTIVATED TRAP PRIMER: (TP -1) FIXTURE: PRECISION PLUMBING PRODUCTS INC. MODEL PS -500, MACHINED OF CORROSION RESISTANT BRASS, CONTAINS NO SPRINGS OR DIAPHRAGMS, INLET 1/2" MALE NPT, OUTLET 1/2"' FEMALE NPT. PRESSURE ACTIVATED PRIMER DELIVERS POTABLE WATER ACROSS AN AIR GAP FUNNEL THEN THROUGH THE DISTRIBUTION UNIT WHEN IT SENSES A PRESSURE DROP OF 5 TO 10 P.S.I.G. MOUNTING HEIGHT: MINIMUM MOUNTING HEIGHT OF 12" AFF WHEN FLOOR DRAIN SERVED IS 20'-0" OR LESS DEVELOPED LENGTH FROM UNIT, MOUNT AN ADDITIONAL 12" HIGHER FOR EACH ADDITIONAL 20"--0" OF LENGTH. MISC: DISTRIBUTION UNIT DU -2 FOR (2) TRAPS, PROVIDE AG -500 AIR GAP CONNECTION. PROVIDE ACCESS PANEL IN WALL MODEL D814, STAINLESS STEEL, VANDAL PROOF. 1/2" COLD WATER SUPPLY CONNECTION PROVIDE SHUT-OFF VALVE ABOVE CEILING SPACE i 1 !iI 1 12"MINIMUM TO HORIZONTAL RUNINPIPE CONNECT TO FLOOR DRAIN SOLENOID VALVE METAL CABINET AUTOMATIC TRAP PRIMER 1/2"FLEX/BLE IC COPPER (TYP.) FLOOR DRAIN K -COPPER BELOW GRADE NO FITTINGS OR SPLICES BELOW GRADE. TRAP WATER LEVEL DRINKING FOUNTAIN (DF -1) HANDICAPPED: FIXTURE: OASIS MODEL PR8ACSL, SELF-CONTAINED TWO LEVEL WHEELCHAIR DRINKING FOUNTAIN, WALL MOUNTED , WALL MOUNTING BRACKETS, ONE-PIECE BACKSPLASH AND BASIN IS POLISHED TO A LUSTROUS SATIN FINISH, SANDSTONE POWDER COAT PAINT ON GALVANIZED STEEL, SELF-CLOSING PUSH -BAR CONTROL LOCATED FRONT AND SIDES OF UNIT 35 1/4" X 18 5/8" PROJECTION OF UNIT OUT FROM WALL. SUPPLIES: 1/2" COLD WATER WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER. MOUNT CENTERLINE OF LOWER UNIT ORIFICE AT 16 1/2" AFF 1 1/2" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 1 1/2" CHROME PLATED BRASS WASTE TO WALL CONCEALED IN UNIT. ACC: OPTIONAL APRON TO BE PROVIDED ON HIGH MOUNTED WATER COOLER TO PROVIDE THE MANDATORY 27" FLOOR TO UNDERSIDE REQUIREMENT OF THE AMERICANS WITH DISABILITIES ACT (A.D.A.). PROVIDE APRON ONLY WHEN COOLER IS MOUNTED ON AN EXPOSED WALL. APRON NOT REQUIRED WHEN COOLER IS MOUNTED IN AN ALCOVE. APRON PART NUMBER: 035174-001 HEIGHT: WASTE: LAVATORIES (LAV -1) TENANT HANDICAPPED: FIXTURE: AMERICAN STANDARD #0124.131 "COMRADE" WALL HUNG LAVATORY, VITREOUS CHINA LAVATORY, FAUCET LEDGE, REAR OVERFLOW, 4" CENTERS ON FAUCET HOLES, 20" X 18 1/4" OVERALL DIMENSIONS, "D" SHAPED BOWL 15" X 10 7/8" X 6 1/4" DEEP SELF DRAINING DECK AREA WITH CONCEALED ARM SUPPORT. DELTA #500 SINGLE HANDLE MIXING FAUCETS, 4" CENTERSET EXPOSED DECK MOUNTING AERATOR LEVER TYPE HANDLE. CONTROL SHALL BE ROTATING BALL TYPE W/ REPLACEABLE NON-METALLIC SEATS OPERATION IN STAINLESS STEEL LINED SOCKETS, CONTROL HANDLE TO ALWAYS RETURN TO NEUTRAL POSITION WHEN VALVE IS TURNED OFF. ALL EXPOSED SURFACES TO BE CHROME PLATED. 3/8" CHROME PLATED ANGLED STOP 2/ WHEEL HANDLE, 3/8" CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES. AMERICAN STANDARD #7723.018 GRID DRAIN FOR WHEELCHAIR LAVATORY, 4 1/2" OFFSET, AND 1 1/4" TAIL PIECE, 1 1/4" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG RUN PARALLEL AND AS TIGHT TO WALL AS POSSIBLE, 1 1/4" CHROME PLATED BRASS WASTE TO WALL, INSULATED ALL EXPOSED WASTE LINES. ZURN COMPANY Z-1231 SERIES, FLOOR -MOUNT SINGLE LAVATORY CARRIER W/ CONCEALED ARMS, LEVELING AND SECURING SCREWS, STRUCTURAL UPRIGHTS AND BLOCK BASES, SECURED TO FLOOR W/ 1/2" BOLTS AND ANCHORS APPROPRIATE MODEL TO SUIT WALL CONSTRUCTION AND TYPE OF FIXTURE PURCHASED. TRUEBRO "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103 WITH ONE P -TRAP COVER, TWO ANGLE VALVE COVERS, TWO SUPPLY TUBE COVERS, ONE 5" OFFSET TAILPIECE WHEELCHAIR STRAINER COVER, WHITE. COVER SHALL BE SECURED WITH SNAP -CLIP FLUSH REUSABLE FASTENERS, ANGLE STOP SHALL HAVE LOCK -LID LOCKING ACCESS COVER. TRIM: WALL CLEANOUT (WCO) SUPPLIES: FIXTURE: ZURN COMPANY #Z-1446 CLEANOUT TEE, DURA -COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL WALL WASTE: ACCESS COVER WITH SECURING SCREW. FLOOR DRAIN (FD -1): FIXTURE: ZURN COMPANY SERIES ZN-415-P, COATED CAST IRON FLOOR DRAIN WITH 1/2" PRIMER TAP, TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE, INVERTIBLE NON -PUNCTURING FLASHING COLLAR, WEEP HOLES, BOTTOM OUTLET INSIDE CAULK CONNECTION, ADJUSTABLE ROUND SUPER-FLO STRAINER, FLASHING CLAMP WITH 24" X 24" 4 LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE. ADJUSTABLE SQUARE "TYPE S" STRAINER FOR ALL DRAINS LOCATED IN TILED AREAS. STRAINER: ZURN COMPANY TYPE C, 5" DIAMETER NICKEL BRONZE FINISH WASTE: SIZE AS NOTED ON DRAWINGS, CAST IRON P -TRAP UNDER FLOOR. FLOOR DRAIN (FD -2): FIXTURE: SQUARE NICKEL BRONZE JR SMITH #2010-B STRAINER WITH FUNNEL. (PROVIDE TRAP PRIMER JR SMITH #2699 FOR THE TRAP OF THE FLOOR DRAIN) CARRIER: ACC: NTS PLUMBING FIXTURES SPECIFICATIONS (7D ELECTRICAL HOT WATER HEATERS MARK LOCATION KW GAL/HR @ 100 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE EWH-1 ABOVE RESTROOM 2.5 10 208 1 10 GALLONS RUUD MODEL: EGSP10 EXPANSION TANKS MARK LOCATION SERVES CAPACITY (GALLONS) WORKING PRESSURE SIZE (APPROX.) MANUFACTURER REMARKS ET -1 ABOVE MOP SINK DOM. HW 2.1 150 P.S.I.G. 10.25° X 9.25" AMTROL MODEL: ST -5-C PIPE INSULATION/HANGAR DETAIL PLUMBING SCHEDULES ti /IMI\ CONNECT TO UNIT GAS CONTROLS. PROVIDE GROMMET FOR WATER -TIGHT SEAL GROUND JOINT UNION GAS COCK ROOFTOP UNIT DRIP/DIRT POCKET LAP SEALANT S/S CLAMPING RING GAS PIPE SUPPORT ROOF \ / \ / \ / \ / \ / \ / \ / \ \ / RTU NATURAL GAS CONNECTION DETAIL PG(3O REVIEWED FOR CODE COMPLIANCE APPROVED AUG 192013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 3 2013 PERMIT CENTER ARCHITECT A IL 18200 VON KARMAN AVE 1 SUITE 910 IRVINE, CA 1 92612 t 949.705.0700 1 f 949.705.0701 MulvannyG2.com [-EXPIRES FEB 2fi L KOHRS LO* MAMI HEN. ENGINEERS, PSC MECHANICAL/ELECTRICAL ENGINEERS WWW.KLHENGRS.COM 1538 ALEXANDRIA PIKE, SUITE 11 FT. THOMAS, KENTUCKY 41075 800-354-9783 859-442-8050 859-442-8058 FAX ARCHITECTURAL PROJECT NO.: MEP PROJECT NO.: STRUCTURAL PROJECT NO.: CIVIL PROJECT NO.: 12-0253-01 A 12622.00 116 ANDOVER PARK EAST SEATTLE, WA 98188 CENTER NO.: SITE ID NO: 5173 989630 PROGRAM: RELO STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SEATTLE, WA 98188 CONTEMPORANEOUSLY WITH ITS ISSUE DATE 04.26.2013 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS and ENGINERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF KINKO'S INC. AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH FEDEX KINKO'S. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. FEDEX KINKO'S IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS ARE INTENDED FOR DESIGN PURPOSES ONLY AND NOT FOR USE IN CONSTRUCTION UNLESS APPROVED AS SUCH BY GOVERNING AUTHORITIES. PERMIT SET © 2012 FedEx Office NO. REVISIONS: DATE: CN 1- BLDG COMMENTS 07/11/13 / \ CN 2- FXO COMMENTS 07/11/13 CN 3- FXO COMMENTS CN 4- FXO COMMENTS CN 5- BLDG & MECH COMMENTS 07/28/13 08/01/13 08/09/13 PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: 05.31.13 04.26.13 DRAWING TITLE: PLUMBING DETAILS SCHEDULES & SPECIFICATIONS DRAWING NUMBER: P-2.0 ACU -1 72 MBH ACU -3 72 MBH FMS -1 ELQ �J�#VJ/�ff�/W/Y ff!}//��ldI� JFrilflf'r/ 111111111111111111110111111111•111111111W .14001, Zee f./.+"fry/.1 1./}/.r..rr"/J./fflffrrl.1J..*. r✓/.otri.+� f4,0;e 'J".r/..�+}..I ++fflfJ.rlff l' SEPARATE PERMIT REQUIRED FOR: artfiebhanical farElectrical IJ Plumbing 0 Gas Piping C=ty of Tukwila . G DIVISION 18200 VON KARMAN AVE I SUITE 910 IRVINE, CA 192612 t 949.705.0700 1 f 949.705.0701 , MulvannyG2.co FI COPY Perri* No. por; Twin approval is subject to errors and omissions. of construction documents does not authorize ori of any adopted code or ordnance. Receipt �► ; ppro ed Field Copy and wagons is acknowledged: 701 By EXPIRES PLUMBING SANITARY & VENT PLAN 1 1/4" 11-0" REVISIONS Y-, No changes shall be made to the scope cn of work without prior approval of 1 Tukwila Division. LIlMT2: revisions will require a new plan submittal cimay include additional plan review fess ACU -3 180 MBH 777- ADJACENT LEASE SPACE / NOT PART OF WORK / NEW PRESSURE REDUCING VALVE (IF REQUIRED) EXISTING — GAS MAIN TO SPACE TO REMAIN 0 TO NEW ACU -1,2 G 2-1 /2" 941 MBH rL NEW GAS METER CDPLUMBING GAS RISER 1/4" = 11.011 —1 /2 /' PLUMBING GAS/SUPPLY PLAN 2} 1/4" = 11-01 PLUMBING LEGEND SYMBOL DESCRIPTION - - -S- - SANITARY/WASTE PIPING, S, W V VENT, V —CW COLD WATER PIPING, CW RESTROOM PLUMBING FIXTURES — HW HOT WATER PIPING, HW — la GATE VALVE pd —VI CHECK VALVE QQ O CLEANOUT W001- WALL CLEANOUT • FLOOR DRAIN, F.D. WC WATER CLOSET LAV LAVATORY CW COLD WATER HW HOT WATER EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER F.D. FLOOR DRAIN NATURAL GAS PIPING SIZING REQUIREMENTS NATURAL GAS PIPING IS SIZED BASED ON 941 MBH CONNECTED LOAD, 260 LINEAR FEET OF PIPE, LESS THAN 1 PSI OF PRESSURE, A PRESSURE DROP OF 0.3 -INCH WATER COLUMN AND A SPECIFIC GRAVITY OF 0.6. PLUMBING CONTRACTOR SHALL FIELD VERIFY AND COORDINATE EXACT CONDITIONS WITH LOCAL NATURAL GAS COMPANY PRIOR TO BID. IMMEDIATELY NOTIFY ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER. PLUMBING CODED NOTES: 1. EXTEND AND CONNECT NEW COLD WATER TO EXISTING COLD WATER SERVICE. PROVIDE NEW SHUT OFF VALVES, METER AND REMOTE METER READER AS REQUIRED. VERIFY LOCATION OF COLD WATER MAIN PRIOR TO BID. 2. EXTEND AND CONNECT NEW 4" SANITARY MAIN TO THE EXISTING 4" MINIMUM SANITARY SERVICE. VERIFY SIZE, DEPTH, AND LOCATION OF SANITARY MAIN WITH THE LANDLORD PRIOR TO BID, ROUGH -IN AND INSTALLATION. PROVIDE CLEANOUT AT CONNECTION TO THE SANITARY MAIN. 3. EXTEND AND CONNECT NEW 2" VENT TO EXISTING 3" MINIMUM VENT. FIELD VERIFY PRIOR TO BID. 4. PROVIDE NEW HOT WATER HEATER AND PLATFORM ABOVE MOP SINK. COORDINATE ELECTRICAL REQUIREMENTS WITH THE EC. 5. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. REFER TO SPECIFICATIONS FOR MODEL AND MANUFACTURER. INSTALL TRAP PRIMER VALVE ASSEMBLY IN WALL AT AN ACCESSIBLE HEIGHT. PROVIDE ACCESS PANELS AS REQUIRED. EXTEND AND CONNECT NEW NATURAL GAS PIPING TO NEW ACU'S AS SHOWN. PROVIDE SHUTOFF VALVE AND DIRT LEG AS REQUIRED. INSTALL GAS REGULATOR IF REQUIRED. 7. ROUTE NEW NATURAL GAS PIPING ON ROOF. PROVIDE APPROVED SLEEPERS AS REQUIRED. PAINT NEW GAS PIPING PER LANDLORD REQUIREMENTS. 8. CONTRACTOR TO FIELD VERIFY CAPACITY OF EXISTING GAS SERVICE AND PROVIDE NEW METER AND APPLICABLE PRV/ACCESSORIES AS REQUIRED. COORDINATE REQUIREMENTS WITH LANDLORD AND UTILITY COMPANY. EXTEND AND CONNECT NEW NATURAL GAS PIPING TO NEW HVAC EQUIPMENT PER THE MANUFACTURER'S REQUIREMENTS. PROVIDE SHUTOFF VALVE AND DIRT LEG AS REQUIRED. PROVIDE LANDLORD APPROVED SLEEPERS AS REQUIRED. PAINT NEW GAS PIPING LANDLORD. 10. PROVIDE NEW POWERS LF495 POINT OF USE THERMOSTATIC MIXING VALVE. INSTALL IN AN ACCESSIBLE LOCATION. SET TO 110 DEGREE DISCHARGE TEMPERATURE. 11. CONTRACTOR TO VERIFY NATURAL GAS INPUT REQUIRED FOR EXISTING EQUIPMENT. CONTACT ENGINEER OF RECORD IF REQUIRED INPUT EXCEEDS CAPACITY LISTED. 12. PIPING TO GAS METER. LOCATION SHOWN FOR REFERENCE ONLY. DEMOLITION PLUMBING CODED NOTES: 1. EXISTING PLUMBING FIXTURES TO BE REMOVED. REMOVE HW, CW, VENT BACK TO THE MAIN AND CAP. REMOVE THE SANITARY BELOW THE FINISHED SURFACE, CAP AND REPAIR FLOOR AS REQUIRED TO MATCH THE EXISTING FINISH. FIELD VERIFY THE EXACT REQUIREMENTS. COORDINATE DEMOLITION WITH THE PROJECT MANAGER AND .LANDLORD. r'� [)\" WATER RISER DIAGRAM NTS REVIEWED FOR ,ODE COMPLIANCE APPROVED JUN 18 2013 City of Tukwila ojaiILDING DIVISION PLUMBING DEMOLITION PLAN 1/4" = 11_11 (3) SANITARY & VENT ISO PLAN NTS PLUMBING RESPONSIBILITIES L — LANDLORD CONTRACTOR F - FEDEX CONTRACTOR E - EXISTING N z ' INSTALL RESPONSIBILITY NOTES PLUMBING SYSTEM 1 RESTROOM PLUMBING FIXTURES F F la ASSOCICATED HW/CW PIPING F F 1b ASSOCICATED SEWER/VENT PIPING F F 2 WATER COOLER AND ACCESSORIES F F 2a ASSOCICATED HW/CW PIPING F F 2b ASSOCICATED SEWER/VENT PIPING F F 5 CONDENSATE DRAIN PIPING - — 6 SECOND CONDENSATE DRAIN PIPING — — 7 GAS PIPING/METER/REGULATOR F F 8 TANK TYPE HOT/ IWH WATER HEATER F F 9 MOP SINK AND ACCESSORIES F F 9a ASSOCICATED HW/CW PIPING F F 9b ASSOCICATED SEWER/VENT PIPING F F 10 CONDENSATE DRAIN PUMP — — 11 AS—BUILT DRAWINGS F F 12 PLUMBING UTILITIES (CW,METER,SAN,VTR) F F 13 DEMOLITION — — RECEIVED CITY OF TUKWILA JUN 112013 PERMIT CENTER A)G13.ft----08)4 FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. K L' H KOHRS LONNEMANN HEIL ENGINEERS, PSC MECHANICAL/ELECTRICAL ENGINEERS WWW.KLHENGRS.COM 1538 ALEXANDRIA PIKE, SUITE 11 FT. THOMAS, KENTUCKY 41075 800-354-9783 859-442-8050 859-442-8058 FAX ARCHITECTURAL PROJECT NO.: MEP PROJECT NO.: STRUCTURAL PROJECT NO.: CIVIL PROJECT NO.: 12-0253-01 A 12622.00 116 ANDOVER PARK EAST SEATTLE, WA 98188 CENTER NO.: SITE ID NO: 5173 989630 PROGRAM: RELO STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SEATTLE, WA 98188 CONTEMPORANEOUSLY WITH ITS ISSUE DATE 04.26.2013 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS and ENGINERS. REPRODUCTION OF THIS: DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF KINKO'S INC. AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH FEDEX KINKO'S. WRITTEN DIMENSIONS. TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. FEDEX KINKO'S IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS ARE INTENDED FOR DESIGN PURPOSES ONLY AND NOT FOR USE IN CONSTRUCTION UNLESS APPROVED AS SUCH BY GOVERNING AUTHORITIES. PERMIT SET © 2012 FedEx Office NO. REVISIONS: DATE: PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING TITLE: PLUMBING PLAN 04.26.13 05.10.13 DRAWING NUMBER: P-1.0 ISSUED FOR PERMIT ! 05.10.13 i' PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: DRAWING TITLE: PLUMBING PLAN 04.26.13 05.10.13 DRAWING NUMBER: P-1.0 ARCHITECT GENERAL PLUMBING NOTES A. EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. FURTHERMORE, PRIOR TO BID, CONTRACTOR SHALL VISIT THE JOB SITE AND FIELD VERIFY THE EXISTING CONDITIONS., THE CONTRACTOR. SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING STUB -INS, TAPS, ETC. FOR' PLUMBING AND MECHANICAL SYSTEMS FOR THE TENANT SPACE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN PLANS AND FIELD CONDITIONS IN ORDER TO PREVENT UNKNOWN ADDITIONAL COSTS TO THE TENANT. B. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STATE, LOCAL CODE AND LANDLORD'S REQUIREMENTS. C. PROVIDE SHUTOFF VALVE(S) AT EACH FIXTURE. D. ALL PLUMBING PIPING DROPS TO PLUMBING FIXTURES SHALL BE INSTALLED IN WALL SPACE EXCEPT WHERE NOTED. K. ALL WATER LINES PIPED IN EXTERIOR WALLS SHALL BE LOCATED ON THE WARM SIDE OF THE INSULATION GENERAL PLUMBING DEMOLITION NOTES A. AT ALL LOCATIONS WHERE PLUMBING FIXTUR REMOVED, PLUMBING SUBCONTRACTOR SHAL PIPING (WATER, WASTE, VENT) TO A POINT SURFACE AND CAP OFF. WHERE PIPING SE FIXTURE TO BE REMOVED ALSO SERVES FIX ARE TO REMAIN, PIPING SHALL BE REROUTE RECONNECTED AS REQUIRED TO ACCOMMOD AREAS AS REQUIRED. S ARE TO BE REMOVE EYOND FINISH VING EXISTING RES THAT AND REMODELED WHERE EXISTING WALLS ARE REMOVED AND ' 0IPING IS FOUND THAT MUST REMAIN, PLUMBING SUBC ►NTRACTOR SHALL REROUTE AND RECONNECT PIPING AS REQUIRED, E.G. DOMESTIC WATER PIPING, GAS, SOIL, WA TE, VENT, AND ROOF LEADER PIPING. C. ALL PLUMBING PIPING THAT IS FOUND TON LONGER SERVE ANY PURPOSE SHALL BE REMOVED A D CAPPED OFF BEYOND FINISH SURFACE. SAW CUT ALL SLAB PENETRATIONS. SEAL AROUND ALL WALL, FLOOR AND CEILING PIPE PENETRATIONS WITH APPROVED SEALANT MATERIAL AND ENSURE PENETRATIONS REMAIN FIRE RESISTANT AND WATERTIGHT. F. ALL EQUIPMENT, INSTALLATIONS AND MATERIALS SHALL COMPLY WITH APPLICABLE LANDLORD CRITERIA, LOCAL AND STATE CODES. G. PROVIDE AND INSTALL WATER HAMMER ARRESTORS. PER PDI REQUIREMENTS. H LABEL ALL BELOW SLAB PIPING. WHEREVER POSSIBLE, NEW PIPING AND RELO ATED PIPING SHALL BE RUN CONCEALED. COORDINATE L CATION OF ALL PIPING WITH HVAC AND ELECTRIC SUBC ' TRACTOR. COORDINATE CUTTING AND PATCHING WITH GENERAL CONTRACTOR. E. WHEREVER FIXTURES REQUIRING PLUMBING C NNEC11ONS BY OTHERS OWNER,OR ARE RELOCATED ARE FURNISHED, q I PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL CARRIERS, "P" TRAP AND STOPS AND MAKEINAL PLUMBING CONNECTIONS AT NEWL OCATI NS. F. ALL CUTTING AND PATCHING FOR REMOVAL, EMODELING BN OR INSTALLATION OF NEW PLUMBING WORK S ALL BE DONE BY PLUMBING CONTRACTOR. G. REFER TO ARCHITECTURAL DEMOLITION PLANS/FOR EXTENT OF DEMOLITION WORK. COORDINATE WITH SAME. E. PLUMBING SPECF1CATIONS PLUMBING WORK REQUIRES SEPERATE PLUMBING PERMIT TO BE OBTAINED BY THE TOWNSHIP LICENSED PLUMBER. IN ORDER TO NOT VOID THE LANDLORD'S ROOF WARRANTY, ALL ROOF WORK SHALL BE BY THE LANDLORD'S ROOFING CONTRACTOR. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GENERAL THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND INSTRUCTIONS TO BIDDERS SHALL APPLY TO AND BE PART OF THIS SPECIFICATION. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES OF INSPECTION AND APPROVALS REQUIRED. SCOPE OF WORK WATER PIPING SYSTEMS SOIL, WASTE, AND VENT PIPING SYSTEMS PLUMBING FIXTURES PLUMBING EQUIPMENT PAINTING AND ELECTRICAL WORK IS NOT PART OF THIS CONTRACT. GENERAL STANDARDS THE APPLICABLE PROVISIONS OF THE FOLLOWING STANDARDS SHALL GOVERN: AMERICAN SOCIETY FOR TEST MATERIALS (ASTM); ), AMERICAN STANDARDS ASSOCIATION (ASA); UNDERWRITERS LABORATORIES (UL); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); STATEWIDE BUILDING CODE. THE INSTALLATION OF ALL PLUMBING WORK SHALL CONFORM TO THE APPLICABLE LOCAL PLUMBING CODES AND STATUES. EXCAVATION AND BACKFILL DO ALL EXCAVATION AND BACKFILLING. LAY SEWER AND UNDERGROUND PIPING LINES ON 6" COMPACTED SAND. BACKFILL UNDER BUILDING AND ALL DRIVES, ROADS AND WALKS WITH BANK -RUN GRAVEL. WATER PIPING SYSTEMS INTERIOR BACKFLOW PREVENTERS WITH FUNNELS AND DRAINS DOMESTIC COLD -WATER PIPING DOMESTIC HOT-WATER PIPING DOMESTIC RECIRCULATING WATER PIPING TRAP PRIMERS FOR FLOOR DRAINS PROVIDE HEAT TRACE AND INSULATION ON ALL WATER PIPING SUBJECT TO FREEZING. INTERIOR WATER PIPING: TUBE SIZE 2" AND SMALLER: COPPER TUBE. WALL THICKNESS: TYPE L, HARD -DRAWN TEMPER. FITTINGS: WROUGHT -COPPER, SOLDER -JOINTS. TUBE SIZE 2-1/2" AND LARGER: COPPER TUBE. WALL THICKNESS: TYPE L, HARD -DRAWN TEMPER. FITTINGS: WROUGHT -COPPER, SOLDER -JOINTS. REDUCED PRESSURE BACKFLOW PREVENTER (DOMESTIC BUILDING SERVICE): FLOOR DRAINS REFER TO SCHEDULE ON DRAWINGS. NOTE: ALL FLOOR DRAINS LOCATED IN ROOMS WHICH HAVE TILE FLOORS (TOILET ROOMS, KITCHEN, ETC.) SHALL HAVE SQUARE TOPS (TYPE "S" STRAINER). THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL TRAP PRIMERS FOR ALL FLOOR DRAINS. TRAP PRIMER SHALL BE EQUAL TO PPP INC. MODEL "OREGON #1" TRAP PRIMER VALVE. PLUMBING FIXTURES WATER CLOSETS. LAVATORIES. SERVICE SINKS. WATER COOLERS. FIXTURE SCHEDULE SEE PLUMBING DRAWINGS FOR FIXTURE SCHEDULE. PLUMBING EQUIPMENT ELECTRIC WATER HEATERS THERMOSTATIC MIXING VALVE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRUFIRE WALLS /N SMOKE T/GHTMANNERAND TO MEET FIRERAT/NG OF WALL (REFER TOASTME-814) STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULAT/ON. PWS GAP AS REOUIDED BYLOCAL .CODES. (25 GA. SPLIT WALL SLEEVE ALSO ACCEPTABLE) ROOF TOP UNIT INTEGRAL ROOFTOP UNIT CONDENSATEDRAIN. CONDENSATE DRAIN PIPES/ZESHALL BE NO LESS THAN DRAIN CONNECTION ON UNIT. 17 OPEN TO ATMOSPHERE SOLENOID 1/2'COLO VALVESUPPLYCONNECTKWATER PVALVEABOROVIDESHUUET-OFF METAL CAB/NET CEILING SPACE 1111 �I ADTOMAnC TRAPPR/MER 0 II 1/2°FLEX/BLE 12" MINIMUM - 7(" COPPER (73T.) imite TO HORIZONTAL RUN IN FLOOR DRAIN CONNECT TO FLOOR DRAIN DI. 1 2 z PIPE AND INSULATION TO BE CENTERED IN SLEEVE -DO NOT SUPPORT PIPE FROM SLEEVE FINISHED ESCUTCHEON PLATE FLUSH AGAIN/ST WALL AND OFS/ZE TO COMPLETELY COVER OPEN/NG FIN/SHED WALL SURFACE COPPER PIPE 8200 VON KAR,MAN AVE I SUITE 910 IRVINE, CA I 92612 t 949.705.0700 I f 949.705.0701 CONCEALED PIPING PIPING EXPOSED TO VIEW CATHODIC PROTECTION PROVIDE DIELECTRIC INSULATION AT POINTS WHERE COPPER OR BRASS PIPE COMES IN CONTACT WITH FERROUS PIPING, REINFORCING STEEL OR OTHER DISSIMILAR METAL IN STRUCTURE. NOTE PROVIDE SLEEVEFORALL MASONRY WALLS AND FIRE RATEDWALLS PIPE TO DRAIN OR AS APPROVED BY LOCAL CODE. K -COPPER BELOW GRADE NO FITTINGS OR SPLICES BELOW GRADE. TRAP WATER LEVEL MuluannyG2.con PIPE SLEEVE INTERIOR WALL DTL. NTS SHOCK ABSORBERS REMOVE SHOCK CONDITIONS FROM ALL PIPING. PROVIDE AND INSTALL SHOCK ABSORBERS ON ALL PIPING SERVING FLUSH VALVE FIXTURES. VALVES MAIN SHUT OFF VALVES SHALL BE INSTALLED AS SHOWN ON THE PLANS. SHUT OFF VALVES SHALL BE NIBC0 S/T 580 BALL VALVES OR EQUAL. VALVES SHALL HAVE BLOWOUT PROOF STEM, TFE SEATS AND BRASS BALL. PRESSURE RATING OF ALL MAIN VALVES SHALL HAVE A RATING OF AT LEAST 400 PSI WORKING PRESSURE. GAS PIPING SYSTEMS GENERAL: PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING GAS PIPING RUN -OUTS TO ALL GAS-FIRED EQUIPMENT, INCLUDING EQUIPMENT SUPPLIED BY THE HVAC AND ELECTRIC CONTRACTORS. PIPING SHALL BE INSTALLED FULL-SIZE (AS INDICATED ON THE DRAWINGS) TO EACH UNITS GAS INLET CONNECTION, BURNER, REGULATOR, ETC. PLUMBING SUBCONTRACTOR SHALL PROVIDE AND INSTALL GAS COCK AND MAKE FINAL CONNECTIONS. CONNECTIONS TO EACH GAS-FIRED EQUIPMENT ITEM SHALL INCLUDE A DRIP LEG AND SHUTOFF GAS COCK. COMPLY WITH EQUIPMENT MANUFACTURER'S INSTRUCTION. FOR CONNECTIONS TO GAS-FIRED ROOFTOP EQUIPMENT, PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ROOF PENETRATION AND SHALL INSTALL THE GAS PIPING THROUGH THE ROOF IN A LOCATION THAT HAS BEEN COORDINATED WITH THE HVAC CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH WORK PROVIDED BY THE UTILITY COMPANY, INCLUDING TAP FEES, INSTALLATION COSTS, ROAD CUTS, AND BORES IF APPLICABLE. VALVES SHALL BE INSTALLED AS SHOWN ON THE PLANS. WHEN VALVES ARE NOT SHOWN IN DETAIL ON THE PLANS, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES NECESSARY FOR THE CONTROL OPERATION AND ISOLATION OF EQUIPMENT. PITCH ALL PIPE TO LOW POINTS AND INSTALL DRAIN VALVES. GATE VALVES OR BALL VALVES SHALL BE USED IN SERVICES REQUIRING THE VALVES TO BE FULLY OPENED OR TIGHTLY CLOSED. GLOBE OR ANGLE VALVES SHALL BE USED WHERE THROTTLING OR FLOW CONTROL IS DESIRED, OR IN BY-PASS LINES. GLOBE AND ANGLE VALVES SHALL BE EQUIPPED WITH THE APPROPRIATE DISC MATERIAL FOR THE INTENDED SERVICE. COLD WATER GLOBE VALVES SHALL HAVE RUBBER DISC; HOT WATER SHALL HAVE COMPOSITION DISC. BUILDING DISTRIBUTION PIPING: ALL PIPING FROM OUTSIDE NEW FOUNDATION WALL TO GAS FIRED EQUIPMENT CONNECTIONS: BLACK STEEL PIPE. PIPE SIZE 2" AND SMALLER: BLACK STEEL PIPE PIPE WEIGHT: SCHEDULE 40 FITTINGS: MALLEABLE IRON THREADED PIPE SIZE 2-1/2" AND LARGER: BLACK STEEL PIPE PIPE WEIGHT: SCHEDULE 40 FITTINGS: WROUGHT -STEEL BUTTWELDING SOIL. WASTE AND VENT PIPING SYSTEM FURNISH AND INSTALL A COMPLETE SOIL, WASTE AND VENT SYSTEM IN THE BUILDING AND ON THE SITE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. NO -HUB CAST IRON MAY BE USED ABOVE FLOOR SLAB. ABOVE GROUND SOIL, WASTE AND VENT PIPING WITHIN BUILDINGS INCLUDING SOIL STACKS, VENT STACKS, HORIZONTAL BRANCHES, TRAPS, AND CONNECTIONS TO FIXTURES AND DRAINS. THIS CONTRACTOR SHALL FURNISH AND INSTALL SHUT-OFF VALVES TO ISOLATE EACH FIXTURES, ITEM OR UNIT AT THE FIXTURE ITEMS OR UNIT WHETHER FURNISHED BY THIS CONTRACTOR OR BY OTHERS. FIXTURES, ITEM OR UNITS FURNISHED BY THE MANUFACTURER WITH INTEGRAL STOPS OR STOPS SPECIFIED WITH THE FIXTURE ARE CONSIDERED TO BE PROPERLY VALVED OFF AT THE FIXTURES. UNDERGROUND BUILDING DRAIN PIPING INCLUDING MAINS, BRANCHES, TRAPS, CONNECTIONS TO FIXTURES AND DRAINS, AND CONNECTIONS TO STACKS, TERMINATING AT CONNECTION TO EXISTING SANITARY SEWER. FLOOR DRAINS INTERIOR PIPING: CAST IRON SOIL PIPING AND FITTINGS SERVICE WEIGHT ASTM A-74 WITH ASTM C-564 GASKETED JOINTS. WASTE AND VENT PIPING 2-1/2" AND UNDER - TYPE "M" COPPER ASTM B88.62. SOIL, WASTE AND VENT PIPING 3" AND OVER IN SIZE AND ALL UNDERGROUND CAST IRON SOIL PIPING AND FITTINGS, ASTM A-74, SERVICE WEIGHT. NO -HUB CAST IRON PIPE AND FITTINGS SHALL BE USED ABOVE FLOOR FOR SOIL, WASTE, AND VENT PIPING. PIPING ALIGNMENT SHALL BE AS INDICATED ON THE DRAWINGS USING APPROVED Y BRANCHES OR EIGHT BANDS FOR DIRECTION CHANGES AND SHALL BE SURELY SUPPORTED OR SECURED TO MAINTAIN SUCH ALIGNMENT. PITCH OF PIPING SHALL BE UNIFORM AT A MINIMUM OF 1/8" PER FOOT FOR BUILDING DRAINS AND AS INDICATED ON THE DRAWINGS FOR SEWERS. PROTECTION SHALL BE GIVEN ALL FOOTINGS, OTHER STRUCTURAL ELEMENTS DURING UNDERGROUND WORK ADJACENT TO SUCH ITEMS. REFER TO STRUCTURAL DRAWINGS. VENT ALL FIXTURES, CONNECT BRANCH VENTS TO MAIN VENT RISERS AT LEAST THREE FEET AND SIX INCHES ABOVE VENTED FIXTURES. PITCH VENT LINES BACK TO SOIL OR WASTE PIPE, FREE OF DROPS AND SAGS. ACCESS SHALL BE PROVIDED TO ALL VALVES. PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE VIDE CLEANOUT TOP TOP WITH "CO' CAST IN COVER. PROVIDE HATH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN PVC BODY. MEMBRANE CLAMP _ .FLOOR SLAB ON GRADE AS REQUIRED FOR DEPTH OF SEWER --� HUB AND SPIGOT PVC PIPE BELOW FLOOR SAME SIZE AS SEWER UP TO 4" MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN RTU CONDENSATE P -TRAP DETAIL NTS TRAP PRIMER DETAIL NTS WATER CLOSETS (WC -1) HANDICAPPED: FIXTURE: AMERICAN STANDARD #22467.016, "CADET" 16 1/2" EL, 1.6 GAL/FLUSH PA, FLOOR MOUNTED, WATER SAVING TYPE, VITREOUS CHINA ELONGATED BLOW, PRESSURE -ASSISTED SIPHON JET FLUSHING ACTION, 16 1/2" HIGH BOWL, CLOSE COUPLED TANK, WATER SAVER TRIM, FULLY -GLAZED TRAP -WAY, BOTTOM OUTLET, 30 1/4" PROJECTION FROM WALL, 12" TO ON P CENTERLINE OF OUTLET FROM WALL, 2 BOLT CAPS, FLUSHES ON 1.6 GALLONS: SUPPLY: 3/8 CHROME PLATED BRASS TUBING W/ CHROME PLATED ANGLE STOP W/ WHEEL HANDLE. SANITARY OR STORM SEWER LINE 4 - COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE "CIE— DIRECTION OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18' CLEAR AROUND. CONSULT LOCAL. CODES FOR OTHER FCO REQUIREMENTS. FLOOR CLEANOUT DETAIL NTS CW w WR 3/4"HWR EXPANSION TANK (ET -1) B&G 100 CIRC PUMP 3/4" 140°HW HEAT TRAP - ii--T-Li>" -- P&T RELIEF PIPE TO MOP SINK DRAIN VALVE I I PIPE JOINTS AND CONNECTION ALL CUTTING AND PATCHING OF FINISHED CONSTRUCTION OF BUILDING SHALL BE PERFORMED BY THIS CONTRACTOR UNDER THE SECTION OF SPECIFICATIONS COVERING THESE MATERIALS. MINIMUM PROVIDE AND INSTALL WALL BRACKET FLOOR CLEANOUT (FCO) FIXTURE: ZURN COMPANY #ZB-1400 COATED CAST IRON KLEENATRON, LEVELEZE FLOOR CLEANOUT, INSIDE CAULK CONNECTION WITH INTERNAL PLUG ADJUSTABLE HOUSING, HEAVY-DUTY SCORIATED SECURED ROUND TOP, POLISHED BRONZE FINISH, INSTALL FLUSH WITH FINISHED FLOOR. DRINKING FOUNTAIN (DF -1) HANDICAPPED: FIXTURE: OASIS MODEL PR8ACSL SELF-CONTAINED TWO LEVEL WHEELCHAIR DRINKING FOUNTAIN, WALL MOUNTED , WALL MOUNTING BRACKETS, ONE-PIECE BACKSPLASH AND BASIN IS H POLISHED TO A LUSTROUS SATIN FINISH, SANDSTONE POWDER COAT PAINT ON GALVANIZED STEEL, SELF-CLOSING PUSH -BAR CONTROL LOCATED FRONT AND SIDES OF UNIT, 35 1/4" X 18 5/8 PROJECTION OF UNIT OUT FROM WALL. SUPPLIES: 1/2" COLD WATER WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER. --- MOUNT CENTERLINE OF LOWER UNIT ORIFICE AT 16 1/2" AFF 1 1/2" 17 GAUGE CHROME PLATED BRASS AQ, IJSTAF.LE,P,7R ...w WITH CLEANOUT PLUG, 1 1/2" CHROME PLATED BRASS WASTE TO WALL CONCEALED IN UNIT. ACC: OPTIONAL APRON TO BE PROVIDED ON HIGH MOUNTED WATER COOLER TO PROVIDE THE MANDATORY 27" FLOOR TO UNDERSIDE REQUIREMENT OF THE AMERICANS WITH DISABILITIES ACT (A.D.A.). PROVIDE APRON ONLY WHEN COOLER IS MOUNTED ON AN EXPOSED WALL. APRON NOT REQUIRED WHEN COOLER IS MOUNTED IN AN ALCOVE. APRON PART NUMBER: 035174-001 HEIGHT: WASTE: PRESSURE ACTIVATED TRAP PRIMER: (TP -1) FIXTURE: PRECISION PLUMBING PRODUCTS INC. MODEL PS -500, MACHINED OF CORROSION RESISTANT BRASS, CONTAINS NO SPRINGS OR DIAPHRAGMS, INLET 1/2" MALE NPT, OUTLET 1/2" FEMALE NPT. PRESSURE ACTIVATED PRIMER DELIVERS POTABLE WATER ACROSS AN AIR GAP FUNNEL THEN THROUGH THE DISTRIBUTION UNIT WHEN IT SENSES A PRESSURE DROP OF 5 TO 10 P.S.I.G. MOUNTING HEIGHT: MINIMUM MOUNTING HEIGHT OF 12" AFF WHEN FLOOR DRAIN SERVED IS 20'-0" OR LESS DEVELOPED LENGTH FROM UNIT, MOUNT AN ADDITIONAL 12" HIGHER FOR EACH ADDITIONAL 20'-0" OF LENGTH. MISC: DISTRIBUTION UNIT DU -2 FOR (2) TRAPS, PROVIDE AG -500 AIR GAP CONNECTION. PROVIDE ACCESS PANEL IN WALL. MODEL D814, STAINLESS STEEL, VANDAL PROOF. SINK FLOOR MOP SINK (FMS -1): FIXTURE: FIAT #MSB -2424 24" X 24" X 10" WITH PLAIN CURBS, SHOULDERS SHALL BE NOT LESS THAN 1" WIDE, STAINPROOF, CRASHPROOF, FINISHED ON ALL FOUR SIDES, FACTORY INSTALLED DRAIN BODY. FAUCET: FIAT #830 -AA MOP -SERVICE SINK FITTING, SPOUT WITH BUCKET HOOK 3/4" HOSE THREAD END, VACUUM BREAKER ADJUSTABLE TOP BRACE, INLETS ON 8" CENTERS, POLISHED CHROME FINISH, MOUNT SPOUT OUTLET 36" AFF. SUPPLIES: #832 -AA HOSE AND WALL HOOK, 30" LONG HOSE WITH 3/4" CHORME COUPLING, WALL BRACKET CHORME CAST BRASS, T-40 STAINLESS STEEL MOP HANGER OF STAINLESS STEEL WITH #4 FINISH, 24" LONG WITH 3 RUBBER SPRING LOADED GRIPS. WASTE: DRAIN SHALL BE STAINLESS STEEL.COMBINATION DOME STRAINER AND LINT BASKET, FACTORY INSTALLED STAINLESS STEEL DRAIN BODY FOR A CAULKED LEAD CONNECTION NOT LESS THAN 1" DEEP OR QDC-3 JOINT TO A 3" PIPE, CAST IRON P -TRAP. WALL CLEANOUT (\NCO) FIXTURE: ZURN COMPANY #Z-1446 CLEANOUT TEE, DURA -COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ANY MINOR ADJUSTMENT IN LOCATION OF ALIGNMENT OF NEW WORK OR TO CONNECT TO EXISTING UTILITIES SHALL BE PERFORMED AS DIRECTED BY THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO THE GROUNDS, WALKS, ROAD, BUILDING, PIPING SYSTEMS, ELECTRICAL SYSTEMS, AND THEIR EQUIPMENT AND CONTENTS, CAUSED BY LEAKS IN "ME PIPING SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED BY HIM. HE SHALL REPAIR AT HIS EXPENSE ALL DAMAGED SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED BY AND IN SUCH MANNER AS SATISFACTORY TO THE ARCHITECT. OWNER RESERVES THE RIGHT TO MAKE EMERGENCY REPAIRS AS REQUIRED TO KEEP EQUIPMENT IN OPERATION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE BOND NOR RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITIES DURING THE BONDING PERIOD. WATER HEATER DETAIL NTS STEEL DECK TOP BEAM C -CLAMP IF STEEL BAN JOIST ADJUSTABLE BAND HANGER FOR PIPING JIL FOUR INCH OR LESS ALL -THREAD ROD. HC AO NA G77 ENRGSWCHOENRTEACT BARE COPPER PIPE CLEVIS HANGER FOR PIPE OVER FOUR INCH 11-218 PIPE INSULATION FIBERGLASS PIPING INSULATION: ASTM C 547, CLASS 1 CLEANOUTS SHALL BE FULL SIZE OF PIPE UP TO 4", AND 4" FOR LARGER SIZES. FOR UNDERGROUND AND CONCEALED LINES, PROVIDE CLEANOUTS IN ACCESSIBLE POSITIONS AT EACH RIGHT ANGLE TURN AND AT INTERVALS NOT TO EXCEED FIFTY FEET. IN FLOORS, INSTALL FLUSH WITH FINISH FLOOR WITH EXTENSION PIPE FROM CLEANOUT "Y". FLEXIBLE CLOSED CELL ELASTOMERIC PIPING INSULATION: ASTM C 534, TYPE I, (EQUAL TO ARMAFLEX). ENCASE PIPE FITTINGS INSULATION WITH ONE-PIECE PREMOLDED PVC FITTING COVERS. El? DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12' T=11' 2-1/T=10' POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. FLOOR DRAIN (FD -1): FIXTURE: ZURN COMPANY SERIES ZN-415-P, COATED CAST IRON FLOOR DRAIN WITH 1/2" PRIMER TAP, TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE, INVERTIBLE NON -PUNCTURING FLASHING COLLAR, WEEP HOLES, BOTTOM OUTLET INSIDE CAULK CONNECTION, ADJUSTABLE ROUND SUPER-FLO STRAINER, FLASHING CLAMP WITH 24" X 24" 4 LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE. ADJUSTABLE SQUARE "TYPE S" STRAINER FOR ALL DRAINS LOCATED IN TILED AREAS. STRAINER: ZURN COMPANY TYPE C, 5" DIAMETER NICKEL BRONZE FINISH WASTE: SIZE AS NOTED ON DRAWINGS, CAST IRON P -TRAP UNDER FLOOR. KOHRS LONNEMANN HEIL ENGINEERS, PSC MECHANICAL ELECTRICAL ENGINEERS WWW.KLHENGRS.COM 1538 ALEXANDRIA PIKE, SUITE 11 FT. THOMAS, KENTUCKY 41075 800-354-9783 859-442-8050 859-442-8058 FAX ARCHITECTURAL PROJECT NO.: 12-0253-01A MEP PROJECT NO.: 12622.00 STRUCTURAL PROJECT NO.: CIVIL PROJECT NO.: LAVATORIES (LAV -1) TENANT HANDICAPPED: FIXTURE: AMERICAN STANDARD #0124.131 "COMRADE" WALL HUNG LAVATORY, VITREOUS CHINA LAVATORY, FAUCET LEDGE, REAR OVERFLOW, 4" CENTERS ON FAUCET HOLES, 20" X 18 1/4" OVERALL DIMENSIONS, "D" SHAPED BOWL 15" X 10 7/8" X 6 1/4" DEEP SELF DRAINING DECK AREA WITH CONCEALED ARM SUPPORT. TRIM: DELTA #500 SINGLE HANDLE MIXING FAUCETS, 4" CENTERSET EXPOSED DECK MOUNTING AERATOR LEVER TYPE HANDLE. CONTROL SHALL BE ROTATING BALL TYPE W/ REPLACEABLE NON-METALLIC SEATS OPERATION IN STAINLESS STEEL LINED SOCKETS, CONTROL HANDLE TO ALWAYS RETURN TO NEUTRAL POSITION WHEN VALVE IS TURNED OFF. ALL EXPOSED SURFACES TO BE CHROME PLATED. SUPPLIES: 3/8" CHROME PLATED ANGLED STOP 2/ WHEEL HANDLE, 3/8" CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES. WASTE: AMERICAN STANDARD #7723.018 GRID DRAIN FOR WHEELCHAIR LAVATORY, 4 1/2" OFFSET, AND 1 1/4" TAIL PIECE, 1 1/4" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG RUN PARALLEL AND AS TIGHT TO WALL AS POSSIBLE, 1 1/4" CHROME PLATED BRASS WASTE TO WALL, INSULATED ALL EXPOSED WASTE LINES. CARRIER: ZURN COMPANY Z-1231 SERIES, FLOOR -MOUNT SINGLE LAVATORY CARRIER W/ CONCEALED ARMS, LEVELING AND SECURING SCREWS, STRUCTURAL UPRIGHTS AND BLOCK BASES, SECURED TO FLOOR W/ 1/2" BOLTS AND ANCHORS APPROPRIATE MODEL TO SUIT WALL CONSTRUCTION AND TYPE OF FIXTURE PURCHASED. ACC: TRUEBRO "LAV -GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL #103 WITH ONE P -TRAP COVER, TWO ANGLE VALVE COVERS, TWO SUPPLY TUBE COVERS, ONE 5" OFFSET TAILPIECE WHEELCHAIR STRAINER COVER, WHITE. COVER SHALL BE SECURED WITH SNAP -CLIP FLUSH REUSABLE FASTENERS, ANGLE STOP SHALL HAVE LOCK -LID LOCKING ACCESS COVER. U 0 PLUMBING FIXTURES SPECIFICATIONS VAPOR BARRIER MATERIAL: PAPER -BACKED ALUMINUM FOIL, EXCEPT AS OTHERWISE INDICATED, STRENGTH AND PERMEABILITY RATING EQUIVALENT TO ADJOINING PIPE INSULATION JACKETING. STAPLES, BANDS, WIRES, AND CEMENT: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. ELECTRICAL HOT WATER HEATERS MARK LOCATION KW GAL/HR @ 100 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE EWH-1 ABOVE MOP SINK 2.5 10 208 1 10 GALLONS RUUD MODEL: EGSP10 EXPANSION TANKS MARK LOCATION SERVES CAPACITY (GALLONS) WORKING PRESSURE SIZE (APPROX.) MANUFACTURER REMARKS ET -1 ABOVE MOP SINK DOM. HW 2.1 150 P.S.I.G. 10.25" X 9.25" AMTROL MODEL: ST -5-C BOOSTER PUMP MARK LOCATION SERVES HP ELECTRICAL SIZE MANUFACTURER REMARKS VOLTS PHASE P-1 ABOVE MOP SINK HW RETURN 1/12 120 1 3/4" FLANGE BELL & GOSSETT MODEL: SERIES 100; BRASS BODY 116 ANDOVER PARK EAST SEATTLE, WA 98188 CENTER NO.: SITE ID NO: 5173 989630 PROGRAM: RELO PIPE INSULATION/HANGAR DETAIL NTS PLUMBING SCHEDULES ADHESIVES, SEALERS, AND PROTECTIVE FINISHES: AS RECOMMENDED BY INSULATION MANUFACTURER FOR APPLICATIONS INDICATED. COVER ALL COLD WATER PIPING WITH 1/2" THICK FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION, HAVING A "K" VALUE OF .25. COVER ALL HOT WATER PIPING WITH 3/4" THICK FLEXIBLE CLOSED CELL ELASTOMERIC INSULATION, HAVING A "K" VALUE OF .25. FLEXIBLE CLOSED CELL ELASTOMERIC INSTALLATION: SLIT TUBULAR SECTIONS ONTO PIPE. ON AREAS WHERE PIPE END IS OPEN, SLIDE FULL SECTIONS ONTO PIPE. ALL EDGES SHALL BE CLEAN CUT. INSULATION SHALL BE PUSHED ONTO PIPE, NEVER PULLED. ALL SEAMS AND BUTT JOINTS SHALL BE ADHERED AND SEALED USING ADHESIVE EQUAL TO ARMAFLEX 520 ADHESIVE. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SEATTLE, WA 98188 CONTEMPORANEOUSLY WITH ITS ISSUE DATE 04.26.2013 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS and ENGINERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF KINKO'S INC. AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER WORK EXCEPT BY WRITTEN AGREEMENT WITH FEDEX KINKO'S. WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. FEDEX KINKO'S IS TO BE NOTIFIED IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS ARE INTENDED FOR DESIGN PURPOSES ONLY AND NOT FOR USE IN CONSTRUCTION UNLESS APPROVED AS SUCH BY GOVERNING AUTHORITIES. PERMIT SET @ 2012 FedEx Office NO. REVISIONS: DATE: ISSUED FOR PERMIT 05.10.13 INTERRUPTION OF SERVICES WHEN IT IS REQUIRED TO INTERRUPT EXISTING SERVICES, THIS CONTRACTOR SHALL FIRST NOTIFY THE ARCHITECT THAT AN INTERRUPTION IS REQUIRED. IT SHOULD BE NOTED THAT FACILITIES MUST BY KEPT IN OPERATION AS MUCH AS POSSIBLE. THIS CONTRACTOR SHALL ADVISE THE ARCHITECT OF THE LENGTH OF TIME THE SERVICE WILL BE INTERRUPTED AND SHALL GET PERMISSION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. WARRANTY THIS CONTRACTOR SHALL WARRANT THAT ALL WORK UNDER THIS SECTION SHALL BE FREE OF DEFECTIVE WORK, MATERIALS AND PARTS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE WORK AND SHALL REPAIR, REVISE, AND REPLACE, AT NO COST TO THE OWNER, ANY SUCH DEFECTS OCCURRING WITHIN THE WARRANTY PERIOD. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 1 8 2013 City of Tukwila BUILDING DIVISION PERMIT SET ISSUE DATE: BID SET ISSUE DATE: CONSTRUCTION SET ISSUE DATE: RECEIVED CITY OF TUKWILA JUN 1 1 2013 04.26.13 05.10.13 DRAWING TITLE: PLUMBING DETAILS SCHEDULES & SPECIFICATIONS DRAWING NUMBER: PERMIT CENTER P-2.0