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Permit PG10-040 - K & G FASHION SUPERSTORE
K & G FASHION SUPERSTORE 17501 SOUTHCENTERPY STE 200 PG1 0-040 Parcel No.: 2623049067 Address: Suite No: Cityilk Tukwila 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.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 17501 SOUTHCENTER PY TUKW Permit Number: Issue Date: Permit Expires On: PG 10 -040 04/09/2010 10/06/2010 Tenant: Name: K & G FASHION SUPERSTORE Address: 17501 SOUTHCENTER PY SUITE 200 , TUKWILA WA Owner: Name: CLPF- TUKWILA LP Address: C/O JSH PROPERTIES INC , 10655 NE 4TH ST #300 Contact Person: Name: JOHN CHELICO - JSH PROPERTIES Address: 2003 WESTERN AVE SUITE 200 , SEATTLE WA Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA Contractor License No: DPINCGC066BU Phone: Phone: 425 - 283 -5457 Phone: 206 - 361 -2989 Expiration Date: 01/31/2012 DESCRIPTION OF WORK: REROUTE WATER SUPPLY LINE TO RESTROOM Value of Plumbing /Gas Piping: Fees Collected: $7,000.00 $154.88 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor drain 1 Shower, single head trap 0 Lavatory 0 Wash fountain Receptor, indirect waste 0 Sinks 0 Urinals 0 Water Closet 0 0 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and /or vent 0 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and /or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 1 Medical gas piping (6 +) inlets /outlets Gas Piping Gas piping outlets (0 -5) 0 Gas piping outlets (6 +) 0 * *continued on next page ** 1 doc: UPC -7/07 PG10 -040 Printed: 04 -09 -2010 City ITukwila 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: / /wwwci.tukwila.wa.us Permit Number: PG 10 -040 Issue Date: 04/09/2010 Permit Expires On: 10/06/2010 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied ami 'th, Date: { 10 �Q ed this permit and know the same to be true and correct. All provisions of law and ordinances hether 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 plumbing /gas piping permit. Signature: Date: I141 D1O Print Name: 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. doc: UPC -7/07 PG10 -040 Printed: 04 -09 -2010 Parcel No.: 2623049067 Address: Suite No: Tenant: 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.ci.tukwila.wa.us 17501 SOUTHCENTER PY TUKW K & G FASHION SUPERSTORE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG 10 -040 ISSUED 03/23/2010 04/09/2010 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. * *continued on next page ** doc: Cond -10/06 PG10 -040 Printed: 04 -09 -2010 • 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: fti Date: g(61/11.)( Print Name: 'J kr -.- CZ • ordinances governing or local laws regulating doc: Cond -10/06 PG10 -040 Printed: 04 -09 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:ll www. ci. tukwila. wa. us Plumbing/Gas Permit No. ?&1O-O LID Project No. (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: 17501 Southcenter Parkway Tenant Name: K &G Fashion Superstore Property Owners Name: CLPF - Tukwila LP King Co Assessor's Tax No.: 262304906700 Suite Number: 200 Floor: 1 New Tenant: 0 Yes ❑ ..No Mailing Address: C/o JSH Properties 10655 NE 4th St. #300 Bellevue WA 98004 City State Zip CONTACT PERSON — Who do we contact when your permit is ready to be issued Name: John Chelico / JSH Properties Mailing Address: 2003 Western Ave, Suite 200 Seattle WA 98121 City State Day Telephone: (425) 283 -5457 E -Mail Address: johnc @jshproperties.com Zip Fax Number: (206) 859 -4501 PLUMBING/ GAS PIPING CONTRACTOR INFORMATION Company Name: To Be Det. Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Partners Architectural Design Group, Inc. Mailing Address: 16398 NE 85th St. suite 101 Contact Person: Redmond WA 98052 Eric Koch E -Mail Address: eric @padgi.com City State Zip Day Telephone: (425) 636 -8006 Fax Number: (425) 289 -5801 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Henderson Engineers inc. Mailing Address: 8325 Lenexa Drive, Suite 400 Lenexa KS 66214 Contact Person: Robert Harris E -Mail Address: robert.harris@hei-eng.com H:\Applications\Forms- Applications On Lme\2009 Applications \1 -2009 - Plumbing -Gas Piping Permit Applicatton.doc Revised: 1 -2009 bh City Day Telephone: Fax Number: State (913) 742 -5358 (913) 742-5001 Zip Page 1 of 2 • • Valuation of Project (contractor's bid price): $ 7,000 Scope of Work (please provide detailed information): Re -route water supply line from current tenant meter to the existing bathroom core that is being re -used from the adjacent tenant. All hvac gas lines are existing. Building Use (per Int'l Building Code): IIB Occupancy (per Int'I Building Code): M Utility Purveyor: Water: Tukwila Water Sewer: Tukwila Sewer Utility Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 1 Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment 1 Repair or alteration of drainage or vent piping 1 Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 1 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR AUTHORIZED AGENT: Signature: Date: 03/22/2010 Print Name: Eric Koch / Partners Architectural Design Group Day Telephone: (425) 636 -8006 Redmond Mailing Address: 16398 NE 85th St Ste 101 WA 98052 City State Zip Date Application Accepted: ..-, Date Application Expires: Staff Initials: H:\Apphcanons\For ms- Applications On Lane \2009 Apphcanons\l -2009 - Plumbing -Gas Piping Permit Application.doc Revised: 1-2009 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: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2623049067 17501 SOUTHCENTER PY TUKW K & G FASHION SUPERSTORE RECEIPT Permit Number: Status: Applied Date: Issue Date: PG 10 -040 ISSUED 03/23/2010 04/09/2010 Receipt No.: R10 -00846 Initials: User ID: Payee: JEM 1165 Payment Amount: Payment Date: Balance: $63.00 05/17/2010 09:46 AM $0.00 BRIAN E THOMPSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 044512 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 Total: $63.00 63.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 05 -17 -2010 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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049067 Permit Number: PG 10 -040 Address: 17501 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 03/23/2010 Applicant: K & G FASHION SUPERSTORE Issue Date: Receipt No.: R10 -00602 Initials: User ID: Payee: JEM 1632 Payment Amount: $123.90 Payment Date: 04/09/2010 10:24 AM Balance: $0.00 JOHN S CHELICO TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 00977P ACCOUNT ITEM LIST: Description 123.90 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 123.90 Total: $123.90 PAYMENT RECEIVED doc: Receiot -06 Printed: 04 -09 -2010 • 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.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049067 Permit Number: PG 10 -040 Address: 17501 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 03/23/2010 Applicant: K & G FASHION SUPERSTORE Issue Date: Receipt No.: R10 -00509 Initials: WER User ID: 1655 Payment Amount: $30.98 Payment Date: 03/23/2010 11:20 AM Balance: $123.90 Payee: PARTNERS ARCHITECTURAL DESIGN GROUP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5161 30.98 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 30.98 Total: $30.98 PAYMENT RECE!VED doe: Receipt -06 Printed: 03 -23 -2010 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 1)6 10-(” Project; t Type of-Inspection: Address: «' >) I 5 ( A1Y Date Called: �- Special Instructions: ate Wanted: _ t, - 1'7 a m. .3 `-p : Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: PT �� ,-3( P Inspecor: Date:, (- _ (D 0 $60.00 REINSPECTION FEE RElUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - �'-, 4' �: 7!.!-^s_ it.--' i,. s,-^+, rg_..,-! t- �,- z.. ��....-. �3' {.,,"'`•.a'�w.- ^»..�,..- `., —�.� -'ter. f"�' ..,r..- r."'¢`9,?r-^- "�:� -��_ _ _ _..�,�_,..._.L.,.t�..,�.. -_« INSPECTION NO. INSPECTION RECORD (>6 Retain a copy with permit l0 --d1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100,.Tukwila, WA 98188 (206)431 -3670 Pr 1<-, s J �� < r Type of IOtA 4 IAn: n( �B 2 �% Address: � SC � 1 ! J p4.r W Date Called: 1 Special Instructions: /Date Wanted: -Z -(� ' a.m} p Requester: '7-,) / fu, 1 Phone No: Ail ilk e 2,,I Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 /AJ,1 2! 6 e (Jot e__-€` /. .)' '7-,) / fu, 1 S -e1,1 J, P Ail ilk e 2,,I to rk T 1^-2 -74/?bo itA • Inspect eG Date: r% Z { ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD r ■ r6/0 _ �► L, Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION --- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Pr a Type Inspection: \ -4--- ,i-Ai pc, t"-t, Address: --,` S Date Called: I Speciaf Instructions: ` ate Wanted: a.m. Requester: Phone No: 7. 5 Q / 7,40 c�— �16— (�g Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: vim. j p i I, \ S v 3 --,` S (1_,p P \ s PJ( t y w `r--c tAi `11 AeP_e `iv t �s e e_ rpdf -- - >;P � c-,\.,\,1 1 ret r E S c-\ , -- ►- l �/ t r\-- ` 4- Alb7- n i rr/1 �P I Inspeyfor: Date:._- � tom/ ❑ $60.00 REINSPECTION FEE R !WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `t.�.��S.n.:J"-c. ±.. ��-`: �,+^s_ ��x�: �:'^_ �: t.' �. v' �.'-' �?.. 1��^-_''' evit" �c% k. �+ 5`) �`+'. MU'"' V-? c., �. r.. r. x,.. �v3.+ t-_•-:...—,- y- .`.•`�_+- �r >_..,r,,:`a.��� -,.r INSPECTION`NO. INSPECTION RECORD Retain a copy with permit PG (0 -ova PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: - / G �/�5�. vA/ Type of Inspection: (lpvit p Wilr� Address: , r 7 0 SC pit rku7 Date Called: Special Instructions: Q t t 0u-re Wk{ J S v P� ( r Date Wanted: 5 —42.--1 -la p.m. Requester: Phone No: —3 q 1.31 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t A it In pector: (i). Date:S _-� ( ■ 1 Q El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: DERW Cr_ORn COP.) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -040 DATE: 05/11/10 PROJECT NAME: K & G FASHION SUPERSTORE. SITE ADDRESS: 17501 SOUTHCENTER PY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPPARTMENTS• Btail Ling D ision 1 Pu is Works 0 Fire Prevention Structural n Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 05/13/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route n REVIEWER'S INITIALS: Structural Review Required n No further Review Required 1Q, DATE: 7" APPROVA CORRECTIONS: DUE DATE: 06/10/10 Approved Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Orily CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PLAN PL;�.�VIEW /RO COPY SLIP ACTIVITY NUMBER: PG10 -040 DATE: 03 -23 -10 PROJECT NAME: K & G FASHION SUPERSTORE SITE ADDRESS: 17501 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPARTMENT: Avg. c Building Division �ublic Woks 3. Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-25 -10 Complete Incomplete ❑ Not Applicable ❑ Comments: T" Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: DUE DATE: 04 -22 -10 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: PERMIT NO: P61/0 n)t-4,V ORIGINAL ISSUE DATE: 0 �, VISION LOG ease print) REVISION NO. DATE RECEIVED REVISION NO. DATE RECEIVED STAFF INITIALS REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: r ( j Ilk it o Summ: of Revision: At / 9s 1„ • ,� . �, ► �;, Iiirl Il Received by: R.iii-k) Tl�on,QS p3 ease print) REVISION NO. DATE RECEIVED REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: Received by: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: 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.ci.tukwila.wa.us Ito Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 7 61 to -ono Plan Check/Permit Number: Date: ' I I'10 ❑ Response to Incomplete Letter # s o Con ro Revision # ' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CrTVA°M to MAY 11 2010 Palma canal Project Name: K & G Fashion Superstore Project Address: 17501 Southcenter Py Contact Person: L kULR Phone Number: 42-5 (,t?3Le 8(44. Summary of Revision: A29 K - 4k V .J / Lou.) v v . 1.,(1 V V-J-Wirt ut Li71 N 4 \ X1''1 lT e_N/1 ELI) GU M M ECTi, Sheet Number(s): "? - ?Z- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 111( Entered in Permits Plus on Dc, lt,I 12 \applications\forms-applications on linelrevision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 D P Inc General Contractors UBI No. 601515833 Phone 2063612989 Status Active Address 19909 Ballinger Way Ne License No. DPINCGC066BU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/31/1994 State Wa Expiration Date 1/31/2012 Zip 98155 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PATTICC034MH Pattison Construction Co Lk Construction Contractor General Unused 7/8/1997 2/17/1998 Archived PATTICA066DQ Pattison Construction &Amp; Assoc Construction Contractor General Unused 3/18/19942/17/1998 01/31/2008 Archived DODS0PI101J6 Dodson Pattison Inc Construction Contractor General Unused 4/2/1990 3/26/1994 Archived ACECO" 179L0 Ace Construction Construction Contractor Carpentry/Framing Painting /Wallcovering 6/20/1983 6/16/1986 Archived VANSND'176B0 Van's Northwest Drywall Construction Contractor Dry Wall Painting /Wallcovering 1/20/1983 11/1/1983 Archived ALLAMD*184BN All American Drywall Construction Contractor Dry Wall Painting /Wallcovering 1/15/19821/15/1983 Archived Business Owner Information Name Role Effective Date Expiration Date Dodson, William President 01/31/1994 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 5 DEVELOPERS STY & INDEMNITY CO 791078C 01/31/2008 Until Cancelled $12,000.0002/25 /2008 4 CBIC SA6377 01/31/2002 01/31/2008 01/31/2010 $12,000.00 01/09/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 13 OHIO CASUALTY INS CO BKO1153724175 01/31/2009 01/31/2011 $1,000,000.00 01/22/2009 12 0010 CAS INS BKO0953724175 01/31/2008 01/31/2009 $1,000,000.00 04 /04/2008 https: // fortress .wa.gov /lni/bbip /Print.aspx 04/09/2010 DUANE S. HENDERSON EXISTING 10 GALLON 1.5 KW WATER HEATER ABOVE CEILING TO REMAIN. 1-4AL L WADI' 108 TAILOR SNOF 113 „ L, , ., . F-- 1 7,4” - - "rr 1 nritg "SW 4,40 8,410 4 ) "* -4w A■Ath, 1 IA tAtMil /4-.40*-4 t 4 bA" ffir*** :4:4 .. 4, 4 matt": * 44* Slir- a vi: I&SI B . " ', . * 4- ro yowl/A . .i $ 4. 4,..4 .Attitth AREAA *I wII_11 MENS TOILET RM 104 REFER TO DEMO PLANS SUBMITTED UNDER PREVIOUS PERMIT D10 -048 FOR. EXISTING RESTROOM PLUMBING DEMOLITION. WOMENS FITTING RM 10 NEW 2 " BLACK IRON VENT THRU ROOF. STUB VENT PIPE DOWN TO 48 "AFF AND CAP. P1 0 2 "CW rErR GENERAL NOTES: 1. ; DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PROVIDE A CONSTRUCTION RECORD SET OF "AS- BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS, REFER TO SPECIFICATIONS. 3. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL ' REQUIREMENTS OF THE LANDLORD. OBTAIN A COPY OF THE LANDLORD'S REQUIREMENTS AND REVIEW PRIOR TO SUBMITTING BID. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. INSTALL EXPOSED PIPING TIGHT TO THE STRUCTURE, WALL OR CEILING AND AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. . VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 9. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 10. INSTALL' NO PLASTIC PIPE OF ANY KIND ABOVE SLAB INSIDE OR UNDER THE BUILDING. JNSTALL NO PLASTIC PIPE IN THE CEILING RETURN AIR PLENUM. 11. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 12. ; CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 13. ; PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 14. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT INSTALL PIPING OVER ELECTRICAL PANELS. GENERAL DEMOLITION NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 4. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE. PLUMBING COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. 5. INSTALL PERMANENT CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. INSTALL TEMPORARY CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION TO PROTECT THE INTERIOR SURFACES UNTIL NEW PIPING IS INSTALLED. 6. REMOVE PIPE HANGERS, PIPE SUPPORTS AND EQUIPMENT SUPPORTS WHERE PIPING OR EQUIPMENT IS REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. . VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT OF ANY DAMAGED AND /OR MALFUNCTIONING COMPONENTS. 8. WHERE SHUTDOWN OF EXISTING ACTIVE PIPING SYSTEMS IS REQUIRED DURING DEMOLITION PHASE OF WORK IN PREPARATION FOR NEW TIE -IN PHASE OF WORK, COORDINATE WITH THE OWNER AND MINIMIZE DOWNTIME. VERIFY EXISTING SYSTEMS, EQUIPMENT, AND COMPONENTS WILL BE PROVIDED WITH BACKUP SERVICE WHERE REQUIRED. NOTIFY OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. REFER TO DEMO PLANS SUBMITTED UNDER PREVIOUS PERMIT D10 -048. FOR EXISTING SNACK BAR PLUMBING DEMOLITION. REVISIONS tinges shall be am de to the scope without prior approval of Tukwila Building Division. r.-iions will require a new plan submittal' may include additional plan review fees. PLUMBING PLAN NOTES: O CONNECT NEW 1 -1/4" COLD WATER LINE TO EXISTING 2" COLD WATER LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. I� CONNECT NEW 1 -1/4" COLD WATER LINE TO EXISTING 1 -1/4" COLD WATER LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. OCONNECT NEW 4" WASTE LINE TO EXISTING 4" WASTE LINE. FIELD VERIFY EXACT SIZE, LOCATION, FLOW DIRECTION, AND DEPTH OF EXISTING PIPING PRIOR TO START OF INSTALLATION. 0 CONNECT NEW 2" VENT LINE TO EXISTING VENT SYSTEM OF ADEQUATE SIZE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. O5 CAP AND REMOVE EXISTING COLD WATER PIPING TO NON- TENANT SIDE OF NEW DEMISING WALL. PROVIDE CAPPED 1/2" COLD WATER LINE WITH SHUT -OFF VALVE FOR CONNECTION TO TAILOR SHOP EQUIPMENT. 7O REPLACE EXISTING SINGLE LEVEL ELECTRIC WATER COOLER WITH NEW BI -LEVEL WATER COOLER (EWC). ADJUST 1/2" CW, 1 -1/2" SANITARY, AND VENT PIPING CONNECTIONS AS REQUIRED FOR NEW INSTALLATION. PROVIDE TRIM AS REQUIRED FOR COMPLETE INSTALLATION REF: SCHEDULE ON P -2.0. REPAIR WALL TO MATCH EXISTING. FILE COPY Permit No. Plan review approval is subject to errors and omissions. royal of construction documents does not authorize violation of any adopted code or ordinance. Receipt approved Field Copy and conditions is acknowledged: MANAGERS WORKSTATION PICK -UP HANGING EXISTING 2" DOMESTIC WATER ENTRY AND BUILDING SHUT -OFF VALVE EXISTING 2" DOMESTIC WATER SERVICE LINE By Date: 1� a�Olo City Of Tukwila BUILDING DIVISION PLUMBING PLAN SCALE: 1 /8 " =1' -O" .• •• It REVIEWED FOR CODE COMPLIANCE APPROVED MA1 1 4 2010 1,4 City of Tukwila BUILDING DIVIRinro REVISION NOI_L ALL PIPING SHALL BE INSULATED AND INSTALLED PER 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE. SEISMIC INSTALLATION NOTE: THIS STRUCTURE IS LOCATED IN IBC SEISMIC CATEGORY D. COMPLY WITH ALL LOCAL CODE REQUIREMENTS. IN ADDITION TO THE MINIMUM REQUIREMENTS SPECIFIED, SPECIAL REQUIREMENTS IN MATERIAL AND INSTALLATION MUST BE MET FOR SEISMIC CATEGORY D TO ADEQUATELY SUPPORT, BRACE AND ANCHOR PIPING AND PLUMBING EQUIPMENT. RECEIVED CITY OF TUKWILA MAY 1' 1 2010 PERMIT CENTER NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. tan o ' cp OWp M f DESCRIPTION PERMIT SUBMITTAL NEW FIXTURE LAYOUT / BID DOCUMENTS } 0 0_ 0_ 4 i- z 4 0 Q 0 z_ Q 5 ttl 0 0 W V1 7 0 i- 1--1 Q z (1) 7 0 lil 0 W 0 0 co m O r Li) W "m> LU DR A WN CHECK: fRI-1/LUFR JOB NO: 10 - 014 0 111 o �w 01:: 4) (Lv (i) 0_z Z (y. 0 <1: 0 414 001 E L 17(.1\0 o COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING ROOF INSULATION CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF /WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF Ii L_J MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET, OR ABOVE MAXIMUM LOCAL SNOW DEPTH. ANCHOR PIPE TO STRUCTURE. ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET. VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT, PIPE INSIDE BUILDING PER SPECIFICATIONS. DUANE S. HENDERSON VENT THRU ROOF ( "VTR ") NO SCALE SECURE PIPE HANGER TO STRUCTURE (TYP) THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. COLD PIPE HOT PIPE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT INSULATED PIPE HANGER DETAIL NOT TO SCALE PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. ELECTRIC WATER COOLER (ADA ACCESSIBLE): ELKAY # EZSTL8C WALL - MOUNTED, BARRIER FREE, DUAL - LEVEL, FRONT AND, SIDE PUSH ACTUATOR BARS, STAINLESS STEEL BOWL, FLEXIBLE POLYESTER ELASTOMER SAFETY BUBBLER AND GALVANIZED STEEL FRONT AND SIDES, CHILLER WITH 8.0 GALLONS PER HOUR CAPACITY, 50° F DRINKING WATER AT 80° F INLET TEMPERATURES 90° F ROOM TEMPERATURE. TRIM: McGUIRE # 2165CC COMPRESSION ANGLE STOP VALVE WITH RISER AND ESCUTCHEON, McGUIRE # 8912 -C -F 1 -1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTE: ARM WITH CLEANOUT PLUG AND ESCUTCHEON, AND SUITABLE CARRIER WITH STANCHIONS TO FLOOR. ELECTRICAL REQUIREMENTS: 120 -VOLT, 3.7 FULL LOAD AMPS. EQUIPMENT FLOOR DRAIN: JAY R. SMITH # 2131L ( -B), 5 "DEEP CAST IRON BODY, 12" ROUND, LOOSE, MEDIUM DUTY, CAST IRON GRATE, SEDIMENT BUCKET, BOTTOM OUTLET, SEEPAGE PAN, AND MEMBRANE FLASHING CLAMP. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. FLOOR SINK: JAY R. SMITH # 3151L ( -12), 8" DEEP CAST IRON BODY WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 12 -1/2" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. HOSE ` BIBB: CHICAGO FAUCET # 998 -RCF, ROUGH CHROME PLATED BRASS, 3/4" FEMALE INLET, 3/4" THREADED HOSE CONNECTION, # 293 -6 LOOSE KEY HANDLE, AND INTEGRAL VACUUM BREAKER. (RPZ) REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS # 009QT -S, CAST BRONZE BODY, QUARTER TURN TEST COCKS, QUARTER TURN BALL VALVES, BRONZE STRAINER, AND # 909AG AIR GAP FITTING. GATE VALVE FOR SHUT -OFF TYPICAL UNION STRAINER WITH SLOWDOWN PIPED TO DISCHARGE ONTO FLOOR DRAIN, FURNISHED WITH BACKFLOW PREVENTER REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTER PER SCHEDULE AND SPECIFICATION TRANSITION TO SIZE OF PIPE AS SHOWN ON FLOOR PLANS. HOSE BIBB (FOR SYSTEM DRAIN - DOWN), WITH SHUT -OFF VALVE PROVIDE PRESSURE REDUCING VALVE ONLY IF INCOMING PRESSURE EXCEEDS 90 PSI. AIR GAP 'FITTING INDIRECT DRAIN PIPES TO DISCHARGE ONTO FLOOR DRAIN, ONE NOMINAL PIPE SIZE LARGER THAN OUTLETS FLOOR DRAIN PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST AS REQUIRED TO SUIT ACTUAL INSTALLATION CONDITIONS. PROVIDE REDUCED PRESSURE ASSEMBLY OF MANUFACTURE APPROVED BY LOCAL AUTHORITIES. INSTALL WITH REQUIRED CLEARANCES, IN HORIZONTAL UPRIGHT POSITION, PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL ENTIRE VALVE TRAIN SUPPORTED FROM WALL BRACKET OR FLOOR STAND. INSTALL SO THAT IT CAN BE EASILY SERVICED AND TESTED PER LOCAL REQUIREMENTS. DOMESTIC WATER SERVICE ENTRY NO SCALE y REVIEWED FOR CODE COMPLIANCE APPROVED mAI1 ^ 20 10 CityofTukwila BUILDING DIVISION D CITY OF lukWILA MAYi 1 2010 PERMIT CE Vf vigg WW raidl -.440IWZ DESCRIPTION PERMIT SUBMITTAL Cltl' OF TUKWILA COMMENTS } 0 0 0 z 11.1 4 0 1.0 a Z f1 0 1- U 111 V1 z 0 0 7 1 LLI H Q 0 0 0 Q. O 1- r O ,.n W DR A WN CHECK: JOB NO: 10 -014 1 4 w z m a /PQb7 64 ` NONE 0 0 w WZ SH EET: F -2.0 OF: 2 - 3 SHEETS PLUMBING S NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, USED ON THE DRAWINGS. ABBREVIATIONS, ETC. ARE NECESSARILY ANNOTATION 01 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED PLUMBING FIXTURE OR EQUIPMENT FURNISHED, (CONTRACTOR FURNISHED OTHERWISE) WORK TO EXISTING NUMBER INDICATES DETAIL NUMBER SHEET NUMBER Q AND INSTALLED). REFER TO SCHEDULES EQUIPMENT DESIGNATION (OWNER 1 CONTRACTOR INSTALLED) ® MECHANICAL EQUIPMENT DESIGNATION ® AND INSTALLED UNLESS NOTED CONNECTION POINT OF NEW Q DETAIL REFERENCE UPPER ® LOWER NUMBER INDICATES SECTION CUT DESIGNATION STANDARD MOUNTING HEIGHTS PLUMBING (AFF, AFG, UNLESS NOTED OTHERWISE) PLUMBING FIXTURE MOUNTING HEIGHTS. MOUNTING HEIGHTS AS LISTED BELOW 34" FLOOR TO RIM 17" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35" FLOOR TO RIM 42" FLOOR TO CENTERLINE 15" FLOOR TO RIM REFER TO THE ARCHITECTURAL DRAWINGS FOR UNO, INSTALL PLUMBING FIXTURES WITH THE WITH FINAL APPROVAL BY THE ARCHITECT. ADA ACCESSIBLE LAVATORIES ADA ACCESSIBLE URINALS ADA ACCESSIBLE WATER CLOSET ADA ACCESSIBLE WATER COOLER JANITOR'S SINK FAUCET FITTINGS WATER CLOSET PIPING WATER (CW) WATER (HW) (W) (G) TO BE REMOVED TO REMAIN DRAIN (FS), SIZE & TYPE DRAIN (FD), SIZE & TYPE BLOWOFF SHUT -OFF VALVE (SOV) WITH SHUT -OFF VALVE (SOV) SHUT -OFF VALVE (SOV) SHUT -OFF VALVE (SOV) DOMESTIC COLD DOMESTIC HOT W WASTE PIPING G NATURAL GAS EXISTING PIPING EXISTING PIPING V VENT PIPING (V) ® SQUARE FLOOR ® ROUND FLOOR Iii BALL VALVE D4 SHUTOFF VALVE N4 CHECK VALVE Iyi STRAINER N. STRAINER WITH ra ELBOW UP +-o ELBOW DOWN TEE UP �:i TEE DOWN IQ ELBOW UP WITH �2 ELBOW DOWN 5 TEE UP WITH I I TEE DOWN WITH ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BTU BRITISH THERMAL UNIT DN DOWN DFU DRAINAGE FIXTURE UNIT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FF FINISHED FLOOR GPM GALLONS PER MINUTE IN WC INCHES OF WATER COLUMN MAX MAXIMUM MBH 1000 BTU PER HOUR MIN MINIMUM N/O NORMALLY CLOSED N/O NORMALLY OPEN PVC POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE TYP TYPICAL UL UNDERWRITERS LABORATORIES VS VENT STACK VTR VENT THROUGH ROOF w/ WITH yy /0 WITHOUT WC WATER COLUMN WS WASTE STACK WSFU WATER SUPPLY FIXTURE UNIT y REVIEWED FOR CODE COMPLIANCE APPROVED mAI1 ^ 20 10 CityofTukwila BUILDING DIVISION D CITY OF lukWILA MAYi 1 2010 PERMIT CE Vf vigg WW raidl -.440IWZ DESCRIPTION PERMIT SUBMITTAL Cltl' OF TUKWILA COMMENTS } 0 0 0 z 11.1 4 0 1.0 a Z f1 0 1- U 111 V1 z 0 0 7 1 LLI H Q 0 0 0 Q. O 1- r O ,.n W DR A WN CHECK: JOB NO: 10 -014 1 4 w z m a /PQb7 64 ` NONE 0 0 w WZ SH EET: F -2.0 OF: 2 - 3 SHEETS RECEIVED MAR 2 3 2010 PERMIT CENTER EXISTING 10 GALLON 1.5 KW WATER HEATER ABOVE CEILING TO REMAIN. TAILOR S1-IOP 1- 1ALLW,4Y 108 113 SREAK ROOM NEW 2" BLACK IRON VENT THRU ROOF. STUB P2.0 VENT PIPE DOWN TO 72 "AFF AND CAP. NEW 1 -1 /4 "CW NEW 1 /2 "CW NEW 1 /2 "CW REFER TO DEMO PLANS SUBMITTED UNDER PREVIOUS PERMIT D10 -048 FOR EXISTING RESTROOM PLUMBING DEMOLITION. NEW 2" BLACK IRON VENT THRU ROOF. STUB VENT PIPE DOWN TO 48 "AFF AND CAP. EJ• 2 "CW ETR i REFER TO DEMO PLANS SUBMITTED UNDER PREVIOUS PERMIT D10 -048. FOR EXISTING SNACK BAR PLUMBING DEMOLITION. I.. — EXISTING 2" DOMESTIC WATER SERVICE LINE PICK -UP HANGING __)\\J EXISTING 2" DOMESTIC WATER ENTRY AND BUILDING SHUT -OFF VALVE- (F) SEPARATE PERMIT REQUIRED FOR: Mechanical :Electrical ❑ Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal m y .'die add tional Pan tr ' ^ tC'.S. ill PLUMBING PLAN SCALE: 1 /8" =1' -0" • •••• •• .•• 1► GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PROVIDE A CONSTRUCTION RECORD SET OF "AS- BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS, REFER TO SPECIFICATIONS. 3. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. OBTAIN A COPY OF THE LANDLORD'S REQUIREMENTS AND REVIEW PRIOR TO SUBMITTING BID. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. • DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 7. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. INSTALL EXPOSED PIPING TIGHT TO THE STRUCTURE, WALL OR CEILING AND AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. 8. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 9. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 10. INSTALL NO PLASTIC PIPE OF ANY KIND ABOVE SLAB INSIDE OR UNDER THE BUILDING. , INSTALL NO PLASTIC PIPE IN THE CEILING RETURN AIR PLENUM. 11. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 12. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 13. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 14. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT PIPING OVER ELECTRICAL PANELS. GENERAL DEMOLITION NOTES: INSTAL 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAIN WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTI OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 5 2010 D ,BUILD NG DIUfSION AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED , DURING WORK AT NO EXTRA COST TO THE OWNER. 4. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE PLUMBING COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. INSTALL PERMANENT CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. INSTALL TEMPORARY CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION TO PROTECT THE INTERIOR SURFACES UNTIL NEW PIPING IS INSTALLED. REMOVE PIPE HANGERS, PIPE SUPPORTS AND EQUIPMENT SUPPORTS WHERE PIPING OR EQUIPMENT IS REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. 7. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT OF ANY DAMAGED AND /OR MALFUNCTIONING COMPONENTS. 8. WHERE SHUTDOWN OF EXISTING ACTIVE PIPING SYSTEMS IS REQUIRED DURING DEMOLITION PHASE OF WORK IN PREPARATION FOR NEW TIE -IN PHASE OF WORK, COORDINATE WITH THE OWNER AND MINIMIZE DOWNTIME. VERIFY EXISTING SYSTEMS, EQUIPMENT, AND COMPONENTS WILL BE PROVIDED WITH B, -,DKUP SERVICE WHERE REQUIRED. NOTIFY OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. PLUMBING PLAN NOTES: CONNECT NEW 1 -1/4" COLD WATER LINE TO EXISTING 2" COLD WATER LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. O2 CONNECT NEW 1-1/4" COLD WATER LINE TO EXISTING 1-1/4" COLD WATER LINE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. OCONNECT NEW 4" WASTE LINE TO EXISTING 4" WASTE LINE. FIELD VERIFY EXACT SIZE, LOCATION, FLOW DIRECTION, AND DEPTH OF EXISTING PIPING PRIOR TO START OF INSTALLATION. OCONNECT NEW 2" VENT LINE TO EXISTING VENT SYSTEM OF ADEQUATE SIZE. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPING PRIOR TO START OF INSTALLATION. OCAP AND REMOVE EXISTING COLD WATER PIPING TO NON- TENANT SIDE OF NEW DEMISING WALL OPROVIDE CAPPED 1/2" COLD WATER LINE WITH SHUT -OFF VALVE FOR CONNECTION TO TAILOR FILE COPY SHOP EQUIPMENT. Permit No. '1O W Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: 62z42 ef(Rr to City Of Tukwila BUILDING DIVISION PG(OO'1O ALL PIPING SHALL BE INSULATED AND INSTALLED PER 2006 WASHINGTON STATE NON — RESIDENTIAL ENERGY CODE. SEISMIC INSTALLATION NOTE: THIS STRUCTURE IS LOCATED IN IBC SEISMIC CATEGORY D. COMPLY WITH ALL LOCAL CODE REQUIREMENTS. IN ADDITION TO THE MINIMUM REQUIREMENTS SPECIFIED, SPECIAL REQUIREMENTS IN MATERIAL AND INSTALLATION MUST BE MET FOR SEISMIC CATEGORY D TO ADEQUATELY SUPPORT, BRACE AND ANCHOR PIPING AND PLUMBING EQUIPMENT. NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS- BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. CIA ;flog nW W ®z wz -"4"0 DESCRIPTION W 4 0 W DRAWN: CHECK: JOB NO: 0 iL 0 0 z Hi E 4 0 a z_ a tn 0 1- U d) d) z 0 z 0 0 1- 1- U Ai 11 I 0 o (� w 0F.- • )-- Lu ��z Z 0 0 tu z� O 21 Ri -I /WR 10 -014 z 4 (t. z m SHEET: F-1Jo OF: 1 — 3 SHEETS DUANE S. HENDERSON COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING ROOF INSULATION CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF /WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET, OR ABOVE MAXIMUM LOCAL SNOW DEPTH. ANCHOR PIPE TO STRUCTURE. ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. VENT THRU ROOF ( "VTR ") NO SCALE SECURE PIPE HANGER TO STRUCTURE (TYP) THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT COLD PIPE HOT PIPE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. INSULATED PIPE HANGER DETAIL NOT TO SCALE PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH —IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. EQUIPMENT FLOOR DRAIN: JAY R. SMITH # 2131L ( —B), 5 "DEEP CAST IRON BODY, 12" ROUND, LOOSE, MEDIUM DUTY, CAST IRON GRATE, SEDIMENT BUCKET, ,BOTTOM OUTLET, SEEPAGE PAN, AND MEMBRANE FLASHING CLAMP. USE PUSH —ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. FLOOR SINK: JAY R. SMITH # 3151L ( -12), 8" DEEP CAST IRON BODY WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 12-1/2" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. HB ) HOSE BIBB: CHICAGO FAUCET # 998 —RCF, ROUGH CHROME PLATED BRASS, 3/4" FEMALE INLET, 3/4" THREADED HOSE CONNECTION 293 -6 LOOSE KEY HANDLE, AND INTEGRAL VACUUM BREAKER. (RPZ) REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS # 009QT —S, CAST BRONZE BODY, QUARTER TURN TEST COCKS, QUARTER TURN BALL VALVES, BRONZE STRAINER, AND # 909AG AIR GAP FITTING. # GATE VALVE FOR SHUT —OFF TYPICAL UNION STRAINER WITH BLOWDOWN PIPED TO DISCHARGE ONTO FLOOR DRAIN, FURNISHED WITH BACKFLOW PREVENTER REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTER PER SCHEDULE AND SPECIFICATION TRANSITION TO SIZE OF PIPE AS SHOWN ON FLOOR PLANS. HOSE BIBB (FOR SYSTEM DRAIN — DOWN), WITH SHUT —OFF VALVE PROVIDE PRESSURE REDUCING VALVE ONLY IF INCOMING PRESSURE EXCEEDS 90 PSI. AIR GAP FITTING INDIRECT DRAIN PIPES TO iii DISCHARGE ONTO FLOOR DRAIN, ONE NOMINAL PIPE SIZE LARGER THAN OUTLETS FLOOR DRAIN PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST AS REQUIRED TO SUIT ACTUAL INSTALLATION CONDITIONS. PROVIDE REDUCED PRESSURE ASSEMBLY OF MANUFACTURE APPROVED BY LOCAL AUTHORITIES. INSTALL WITH REQUIRED CLEARANCES, IN HORIZONTAL UPRIGHT POSITION, PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ANY REQUIRED CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ALL ITEMS SHALL BE APPROVED FOR DOMESTIC WATER SERVICE. INSTALL ENTIRE VALVE TRAIN SUPPORTED FROM WALL BRACKET OR FLOOR STAND. INSTALL SO THAT IT CAN BE EASILY SERVICED AND TESTED PER LOCAL REQUIREMENTS. DOMESTIC WATER SERVICE ENTRY NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 5 2010 City of Tukwila BUILDING DIVISInN RECEIVED MAR 2 3 2010 PERMIT CENTER DESCRIPTION W H 0 W 4 } 1L a 0_ z U.I E 4 (_ 111 Q 5 t1 O U 7 UI 7 0 i- Q 4 Q 7 4 Vl 7 0 Vl Ul 0 1- DRAWN: SJ IE3 CHECK: JOB NO: 10-0 4 w 0 z /PLOTSBYE: NONE 0 0 w Z SHEET: P -2.0 OF: 2 3 SHEETS PLUMBING SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, USED ON THE DRAWINGS. ABBREVIATIONS, ETC. ARE NECESSARILY ANNOTATION 0 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED PLUMBING FIXTURE OR EQUIPMENT FURNISHED, (CONTRACTOR FURNISHED OTHERWISE) WORK TO EXISTING NUMBER INDICATES DETAIL NUMBER SHEET NUMBER O AND INSTALLED). REFER TO SCHEDULES 1 EQUIPMENT DESIGNATION (OWNER CONTRACTOR INSTALLED) m MECHANICAL EQUIPMENT DESIGNATION 0 AND INSTALLED UNLESS NOTED ® CONNECTION POINT OF NEW Q DETAIL REFERENCE UPPER ® LOWER NUMBER INDICATES SECTION CUT DESIGNATION STANDARD _ MOUNTING HEIGHTS PLUMBING (AFF, AFG, UNLESS NOTED OTHERWISE) PLUMBING FIXTURE MOUNTING HEIGHTS. MOUNTING HEIGHTS AS LISTED BELOW 34" FLOOR TO RIM 17" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35" FLOOR TO RIM 42" FLOOR TO CENTERLINE 15" FLOOR TO RIM REFER TO THE ARCHITECTURAL DRAWINGS FOR UNO, INSTALL PLUMBING FIXTURES WITH THE WITH FINAL APPROVAL BY THE ARCHITECT. ADA ACCESSIBLE LAVATORIES ADA ACCESSIBLE URINALS ADA ACCESSIBLE WATER CLOSET ADA ACCESSIBLE WATER COOLER JANITOR'S SINK FAUCET FITTINGS WATER CLOSET PIPING WATER (CW) WATER (HW) (W) (G) TO BE REMOVED TO REMAIN (V) DRAIN (FS), SIZE & TYPE DRAIN (FD), , SIZE & TYPE BLOWOFF SHUT —OFF VALVE (SOV) WITH SHUT —OFF VALVE (SOV) SHUT —OFF VALVE (SOV) SHUT -OFF VALVE (SOV) DOMESTIC COLD DOMESTIC HOT W WASTE PIPING G NATURAL GAS EXISTING PIPING EXISTING PIPING V VENT PIPING ® SQUARE FLOOR © ROUND FLOOR er BALL VALVE D4 SHUTOFF VALVE NJ CHECK VALVE STRAINER 111,1 STRAINER WITH 0 ELBOW UP iO ELBOW DOWN is TEE UP a:i TEE DOWN -'Q ELBOW UP WITH E2 ELBOW DOWN TEE UP WITH 5 TEE DOWN WITH ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BTU BRITISH THERMAL UNIT DN DOWN DFU DRAINAGE FIXTURE UNIT ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FF FINISHED FLOOR GPM GALLONS PER MINUTE IN WC INCHES OF WATER COLUMN MAX MAXIMUM MBH 1000 BTU PER HOUR MIN MINIMUM N/C NORMALLY CLOSED N/O NORMALLY OPEN PVC POLYVINYL CHLORIDE PRV PRESSURE REDUCING VALVE TYP TYPICAL UL UNDERWRITERS LABORATORIES VS VENT STACK VTR VENT THROUGH ROOF W/ WITH W/O WITHOUT we WATER COLUMN WS WASTE STACK WSFU WATER SUPPLY FIXTURE UNIT REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 5 2010 City of Tukwila BUILDING DIVISInN RECEIVED MAR 2 3 2010 PERMIT CENTER DESCRIPTION W H 0 W 4 } 1L a 0_ z U.I E 4 (_ 111 Q 5 t1 O U 7 UI 7 0 i- Q 4 Q 7 4 Vl 7 0 Vl Ul 0 1- DRAWN: SJ IE3 CHECK: JOB NO: 10-0 4 w 0 z /PLOTSBYE: NONE 0 0 w Z SHEET: P -2.0 OF: 2 3 SHEETS DUANE S. HENDERSON SECTION 15B: PLUMBING: 15B1 GENERAL INSTRUCTIONS 15B 1 -1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 158 1 -2 DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: 'TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT ". AHJ: THE LOCAL CODE AND /OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7. (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL ", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15B 1 -3 PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15B 1 -4 MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL. BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND /OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B 1 -5 COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. - MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B 1 -6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B 1 -7 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR- RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER- PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B 1 -8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING. DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED ", "APPROVED EQUAL ", OR "EQUAL ", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN. ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B 1 -9 SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 -RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 15B 1 -10 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. ' IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15B 1 -11 OPERATION AND MAINTENANCE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB - CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS- BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). 15B 1 -12 TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND /OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B 1 -13 WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B 1 -14 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0- RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 1 -15 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE -IN OR SEI ILEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL- TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SE' ILEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1 -16 COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B 1 -17 CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B 1 -18 ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH- IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B 1 -25 ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 15B 1 -26 UTILITY CONNECTIONS PROVIDE UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS. INSTALL INTERIOR AND EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES COMPLETE AND FUNCTIONING, ! IN . COMPLIANCE WITH THE ` REQUIREMENTS OF THE CODES HAVING JURISDICTION AND THE SERVING UTILITY INVOLVED. VERIFY THE EXACT LOCATION OF UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD PRIOR TO INSTALLATION. WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF SERVICES. VERIFY THAT INSTALLATION WILL TIE INTO THE EXISTING UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY THE ARCHITECT AND THE ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE SERVING UTILITY COMPANY REGARDING ITEMS FURNISHED, WORK PERFORMED, AND PERMITS AND INSPECTIONS REQUIRED. PAY ASSOCIATED FEES OR CHARGES. 15B 1 -27 MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS- TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS', RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW -CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB - FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER -TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B 1 -29 SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND /OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND /OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST: TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY -FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. 15B 1 -30 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT. AND ENGINEER. 1582 PLUMBING PIPING 15B 2 -1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T- DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454 -B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK T A OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV AS M D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454 -B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4" AND LARGER WASTE CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST IRON PIPE. INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED INSIDE THE BUILDING SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS FOR 1 -1/4" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B 2 -2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE -PIECE FIBERGLASS COVERING WITH FIRE - RESISTANT JACKET WITH SELF - SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS- CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS- MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534 - 01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B -LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE -PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B 2 -3 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD -FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT . MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID - RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP -WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO, EACH JOINT.. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B 2 -4 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME- PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC - PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL -TO- COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B -LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING ". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B -LINE #B3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B -LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B -LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B -LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B -LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U -BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B -LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B -LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2 -1/2" AND LARGER SHALL BE B-LINE GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B- LINE #B3373 GALVANIZED STEEL. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B -LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE #B3373 GALVANIZED STEEL. PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B- LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B- LINE #B3373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B -LINE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B -LINE #B3031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B -LINE #B3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WITH 3/8 "HANGER RODS; 2" EVERY 10' WITH 3/8 "HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WITH 1/2" RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. STEEL PIPE: 1" AND SMALLER - EVERY 8' WITH 3/8" HANGER RODS; 1 -1/4" TO 2" EVERY 10' WITH 3/8" HANGER RODS; 2-1/2" AND 3" EVERY 10' WITH 1/2" HANGER RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. CAST IRON PIPE EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8 AND LARGER WITH 7/8' HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. PVC PIPE SUPPORT ALL PIPES SIZES EVERY 4'. 1-1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" WITH 1 /2 "HANGER RODS; 2-1/2" AND 3" WITH 1/2" HANGER RODS, 4" AND LARGER WITH 5/8" HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B -LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. BELOW GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS ". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS ", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. ' INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24' -0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A_ SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD AND HOT WATER PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD P IPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BAIT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B 2 -5 PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B 2 -6 PIPE AND VALVE MARKERS PROVIDE MANUFACTURER'S STANDARD PRE - PRINTED,_ SEMI -RIGID SNAP -ON OR PERMANENT ADHESIVE, PRESSURE- SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR -CODED COMPLYING WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON - CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY - FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN- WATERING HOSE BIBBS, AND SHUT -OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH -IN CONNECTIONS OF END -USE FIXTURES AND UNITS. 15B3 PLUMBING SPECIALTIES 158 3 -1 AIR CHAMBERS, WATER HAMMER ARRESTORS, AND TRAPS PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME- PLATED BRASS: PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER - SEALED SELF- CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2 ", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B 3 -2 CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS REVIEWED FO CODE COMPLIANCE APPROVED APR 0 5 2010 City of Tukwila BUILDING DIVISION 1 4 O0 iL 0 0 4 z 4 O- M Q z_ Q 01 0 1- u VI 7 0 1-= Q Q 7 0 1- 1- u DR A WN CHECK: JIB R1 -4 /wFR ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, WADE, WATTS, AND ZURN. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. 15B 3 -3 VALVES. STRAINERS, HOSE BIBBS, AND UNIONS PLUMBING SYSTEM VALVES SHALL BE CRANE COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY HAMMOND, MILWAUKEE, STOCKHAM OR MUELLER VALVES. VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES: CLASS 125, SIZE 2" AND SMALLER SHALL BE CRANE #1701S OR NIBCO S -113, NON - RISING STEM, SOLDERED BRONZE BODY AND PARTS, WITH WEDGE DISC. BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES UP TO 2"): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SOLDERED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW -OUT PROOF STEM. CHECK VALVES: CHECK VALVES SHALL BE CLASS 125. CHECK VALVES FOR INSTALLATION IN HORIZONTAL PIPE RUNS SHALL BE OF THE "SWING DISC" DESIGN. HORIZONTAL CHECK VALVES 2" AND SMALLER SHALL BE CRANE #137 OR NIBCO #T -413 WITH SOLDERED BRONZE BODY AND BRONZE DISC. STRAINERS: STRAINERS 2" AND SMALLER SHALL BE WATTS #S777SI WITH SOLDERED BRONZE, BRASS CAP AND MONEL 40 MESH SCREEN. EXPOSED INTERIOR HOSE BIBBS: CHICAGO #952 OR T &S BRASS #B720 WITH CHROME PLATED BRASS BODY, 3/4" SCREWED INLET, 3/4" HOSE THREAD OUTLET, INTEGRAL VACUUM BREAKER, WHEEL HANDLE AND COMPOSITION DISC. UNIONS: FERROUS UNIONS SHALL BE CRANE OR EQUAL, COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. PRESSURE REDUCING VALVES: SELF CONTAINED TYPE SHALL BE OF THE TYPE AS SCHEDULED AND INDICATED ON THE DRAWINGS BY WATTS OR EQUAL BY CASH -ACME OR WILKINS. BACKFLOW PREVENTERS: SHALL BE OF THE TYPE AS SCHEDULED AND INDICATED ON THE DRAWINGS BY WATTS, CONBRACO, FEBCO OR WILKINS. 15B 3 -5 WATER SERVICE ENTRANCE: PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER PROVIDE A BACKFLOW PREVENTER (BFP) OF TYPE REQUIRED BY LOCAL CODE, AND A PRESSURE REDUCING VALVE (PRV) IF REQUIRED BY WATER PRESSURE GREATER THAN 80 PSI, ON THE DOMESTIC WATER SERVICE IMMEDIATELY DOWNSTREAM OF THE BACKFLOW PREVENTER AT THE WATER SERVICE ENTRY. SET THE PRESSURE REDUCING VALVE AS INDICATED ON THE DRAWINGS. PROVIDE A PRESSURE GAUGE AND HOSE BIBB WITH ISOLATION VALVE DOWN STREAM OF THE BACKFLOW PREVENTER AND / OR PRV FOR SYSTEM DRAIN DOWN. 15B 3 -6 SYSTEM ACCESSORIES PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS "PRIME RITE" OR EQUAL BY MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. RECEIVED MAR 2 3 2010 PERMIT CENTER SHEET: P -30 OF: 3 - 3 SHEETS