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Home My WebLink AboutPermit PG12-061 - TOTAL WINETOTAL WINE 300 ANDOVER PK W PG12 -061 Parcel No.: Address: City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT 2623049001 300 ANDOVER PK W TUKW Project Name: TOTAL WINE Permit Number: Issue Date: Permit Expires On: PG 12 -061 05/15/2012 11/11/2012 Owner: Name: Address: Contact Person: Name: Address: Email: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA WA 98138 STEVE NELSON Phone: 206 575 -2000 PO BOX 88028 , TUKWILA WA 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Phone: 206 - 575 -2000 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: SUITE 500: REFIXTURE EXISTING RESTROOMS. PLUMB NEW SINKS IN BREAK ROOM, CLEANUP ROOM, WINE BAR, AND GROWLER STATION. PLUMB CONDENSATE DRAINS AND NEW FLOOR SINK FOR THREE NEW COOLER CONDENSERS. Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: $31,460.00 $444.94 Permit Center Authorized Signature: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature. /94— Date:OVZ-J211 - Print Name: Ai—'Sv.3 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 -4/10 PG 12 -061 Printed: 05 -15 -2012 PERMIT CONDITIONS Permit No. PG 12 -061 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 art approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: UPC -4/10 PG12 -061 Printed: 05 -15 -2012 CITY OF TUKWILA ' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No...? G 12 Project No. Date Application Accepted: Date Application Expires: (For office use only) !I` 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: 300 Andover Park West Tenant Name: Total Wine King Co Assessor's Tax No.: 262304 -9001 PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC City: Tukwila State: WA Zip: 98138 Address: PO Box 88028 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Address: PO Box 88028 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS - 101320 City: Tukwila State: WA Zip: 98138 Phone: (206) 575 -2000 Fax: (206) 575 -1662 Email: Suite Number: 500 Floor: 1 New Tenant: l Yes 0 .. No PLUMBING CONTRACTOR INFORMATION Company Name: Segale Properties LLC Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 396 -2011 Fax: (206) 575 -1662 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS - 101320 Valuation of Project (contractor's bid price): $ 31,460 Scope of Work (please provide detailed information): Refixture existing restrooms. Plumb new sinks in break room, cleanup room, wine bar, and growler station. Plumb condensate drains and new floor sink for three new cooler condensers. Building Use (per Int'l Building Code). IIB Occupancy (per Intl Building Code): Utility Purveyor: Water: City of Tukwila M H:\ApplicationsWorms- Applications On Line \2011 Applications\Plumbing Permit Application Revised 8- 9.11.docx Revised: August 2011 bh Sewer City of Tukwila Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: IFixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 1 Shower, single head trap 4 Sinks 4 Rain water system — per drain (inside building) 2 Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 Atmospheric-type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) IFixture Type Qty Bidet Drinking fountain or water cooler (per head) 2 Lavatory 4 Urinal 1 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type • Qty Clothes washer, domestic Food -waste grinder, commercial 1 Wash fountain 2 Water closet 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 1 Receptor, indirect waste 2 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION. NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING NEd ()�IZ�ENT: Signature: f�i/ Oyu Date: 04/24/2012 Print Name: Steven R. Nelson Day Telephone: (206) 396 -2011 Mailing Address: PO Box 88028 Tukwila WA 98138 H:\ApplicationsWorms- Applications On Line \2011 Applications\Plumbing Permit Application Revised 8.9.11.docx Revised: August 2011 bh City State Zip Page 2 of 2 GAP 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 SET RECEIPT RECEIPT NO: R12 -01406 Initials: User ID: 1670 Payee: SEGALE PROPERTIES LLC Payment Date: 04/24/2012 Total Payment: 5,220.75 SET ID: 0424 SET NAME: TOTAL WINE SET TRANSACTIONS: Set Member Amount EL12 -0381 3,948.00 M12 -071 827.81 PG12 -061 444.94 TOTAL: 3,948.00 TRANSACTION LIST: Type Method Description Amount Payment Check 2111 5,220.75 TOTAL: 5,220.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.101.00.0 000.345.832.00.0 000.322.102.00.0 000.345.830 000.322.103.00.0 TOTAL: 3,158.40 789.60 662.25 254.55 355.95 5,220.75 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P��2 =t 61 Project: � ) % /3 1._ 6t 1 Type of Inspection: • % / /Jir? - r='1 ?ir *.- a -Aj 6 Address: Date Called: Special Instructions: , Date Wanted:. e-- —7 /? - a.m., Vim: Requester: Phone No: 06 - 5' V^ 55-7 - _. , t:iApproved per applicable codes. i. "tom COMMENTS: EJCorrections required prior to approval: Igspgftor: 1 Date: / \ r� SPECTION FEE REQUIRED. Prior to ext inspection, fee must be. r■..p id at 6300 Southcenter B13d., Suite 100; Call to schedule reinspecticin., 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t� (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ....rrr. Project: -1—C ``fir tk1ir.Jt. Type,of Inspection: I�-- D()(.,E IV -)(JM2f Address: 300 A4DNU W Date Called: Special Instructions: S `),TE .- w AMA) tt y S : A% „ i , C lea/ �ro1�.iiPj- Ji rN;1 qto i,S � Date Wanted: �a.m. `` _ (� �p.m. Requester: Ph 7,4 to 'q(.1 — OJ�7 Co _ flflfl `© Approved per applicable codes. El Corrections required prior to approval. COMMENTS: REINSP CTION FEE REQUIRED. P paid ay 300 Southcenter Blvd., Suite Date: 7 — l7 'or to • ▪ )ext inspection, fee must be 1001Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 }` (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 PC, 7,— 41 Project:;.-,-. . k [j0.(� W(Ai�- Type of Inspection: (rc) u w '' 'o A dress: Ldk JD o ` Date C ed: Special Instructions: y ) . - ` ..� Q 0 Date Wanted: . ,S --- -2� `/ /_'ii.m� p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: -t c) V-C (a n IN Date:. ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P6/2 -o6/ Project:. Type of Inspection:�� /� Address: ., r ,rAfia V' r2 T'<_ e4 ()Ate Called: / Special Instructions: = Date Waned:. ,5 //3�J2 a.m. m.. Requester: Phone No: 42 .5 8 75—.7.4645- Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Date C / /2 REINSPECTION FEE RE=QUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. HERMIT COORD COP4110 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -061 PROJECT NAME: TOTAL WINE SITE ADDRESS: 300 ANDOVER PK W, STE 500 DATE: 04/24/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building ivision m LAr- Public r Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: DUE DATE: 04/26/12 Incomplete ❑ 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: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/24/12 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 Joanna Spencer From: Steve Nelson <snelson @segaleproperties.com> Sent: Wednesday, April 25, 2012 5:03 PM To: Joanna Spencer Subject: RE: Total Wine at 300 APW, STE 500 PG12 -061 Joanna: It does have its own water meter and we are installing an RPPA under permit PW12 -022. Steve From: Joanna Spencer jmailto: Joanna.Spencer(aTukwilaWA.govl Sent: Wednesday, April 25, 2012 5:02 PM To: Steve Nelson Subject: Total Wine at 300 APW, STE 500 PG12 -061 Steve, Does 14500 have its own Water Meter and associated Reduced Pressure Principle Assembly (RPPA) Backflow ? I know you applied for several, but I'm not sure #500 was included. Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431 -2440 Fax: (206)431 -3665 Joanna.Spencer@TukwilaWa.gov /www.TukwilaWa.gov 1 PERMANENT FILE COPY D 12 -061 Contractors or Tradespeople Peer 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 SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2014 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL`008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 12DLS31006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 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 4 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.00 03/30/2012 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.0003 /31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/15/2012 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. 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. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. 4. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PIPING INSTALLATION. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 7. 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. 9. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 10. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 11. INSTALL NO PLASTIC PIPE IN THE CEILING RETURN AIR PLENUM. 12. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 13. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 14. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 15. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT INSTALL PIPING OVER ELECTRICAL PANELS. 16. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 17. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. 18. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 19. VERIFY EXISTING EQUIPMENT, INCLUDING ACCESSORIES, ARE NOT DAMAGED AND ARE IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE ARCHITECT. 20. FOR SAW -CUT AREAS SEE STRUCTURAL DRAWINGS. ELBOWS AS REQUIRED FOR 180 DEGREE TURN, HIGH AS POSSIBLE. ISLAND FIXTURE P -TRAP 2" PIPE FLOOR PROVIDE LONG RADIUS PATTERN DRAINAGE FITTINGS FOR UNDERSLAB WASTE AND VENT SYSTEM CONNECT TO VENT STACK OR HEADER 6" ABOVE FLOOD RIM OF HIGHEST FIXTURE. PARTITION OR CHASE CLEANOUTS MINIMUM 1 -1/2" PIPE ABOVE FLOOR, 2" PIPE BELOW FLOOR. SLOPE AT 2% ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. COMBINE VENTS FOR MORE THAN ONE FIXTURE MINIMUM 6" ABOVE HIGHEST FIXTURE FLOOD RIM IF POSSIBLE, OR PROVIDE SEPARATE LOOP FOR EACH ISLAND FIXTURE IF NOT POSSIBLE. REFER TO LOCAL CODE FOR ADDITIONAL INFORMATION. ISLAND FIXTURE VENT NO SCALE f� USE TYPE "L" HARD COPPER TUBE ABOVE FLOOR SLAB, OF SIZE AS SHOWN ON PLANS. -f Lam- COPPER TUBE COUPLING II BUILDING FLOOR. SL9AB - (IR CRUSHED ROCK PROVIDE STYROFOAM OR MASONRY SUPPORTS USE TYPE "K" SOFT COPPER TUBE WITHOUT JOINTS BELOW FLOOR PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. II COMPACT EARTH PROVIDE ELASTOMERIC UNICELLULAR SEAMLESS 1/2" INSULATION ON PIPE BELOW FLOOR SLAB, AND TO STUB ABOVE FLOOR 1 ". IF HOT AND COLD WATER PIPES ARE INSTALLED IN SAME TRENCH, PROVIDE MINIMUM 12" SEPARATION. SAW CUT, EXCAVATE, BACKFILL, REPAIR VAPOR BARRIER, AND PATCH EXISTING FLOOR SLAB, IF REQUIRED. INSTALL CONTINUOUS PIECE OF SOFT COPPER TUBING WITH LONG RADIUS TURNS WITHOUT KINKS. INSTALL WROUGHT COPPER FITTINGS WITH BRAZED JOINTS WHEN CONTINUOUS RUN IS NOT POSSIBLE. DO NOT INSTALL FLARED COMPRESSION FITTINGS UNDER THE FLOOR SLAB. THERE SHALL BE NO CONTACT OF COPPER TUBE WITH OTHER PIPING, CONDUIT, REINFORCING STEEL, ROCK, OR BACKFILL. C WATER PIPE UNDER SLAB NOT TO SCALE WATER CALCULATIONS TOTAL FIXTURE UNITS - FLUSH VAVLE -- GPM -- PIPE SIZE -- DEVELOPED LENGTH WITH 20% FOR FITTINGS -- PRESSURE AT PRV INLET -- PRV SET POINT GPM PRV FALLOFF PRESSURE LOSS - STATIC PRESSURE LOSS TO HIGHEST FIXTURE (H x 0.434) -- PRESSURE REQUIRED AT MOST REMOTE FIXTURE -- TOTAL PRESSURE AVAILABLE FOR FRICTION LOSS INDIRECT DRAIN - 1 "& SMALLER ALLOWABLE FRICTION FACTOR ( -- PSI / 237 FT) x 100 -- USE -- PSI PER 100 FEET PRESSURE DROP CHART WATER PIPE SIZING CHART 1- IN PSI / 100 FEET FOR TYPE "L" COPPER TUBE 6 PSI TTOT HOT WATER ' ' , t SANITARY DRAINAGE & VENT (ABOVE GRADE) S, W OR V HUBLESS CAST IRON 1 SIZE SFU SFU FEET / SEC GPM 1/2" 3/4" 1 -1/4" 1 -1(2" 2' 2-1/2" 4" 6" -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 135" -- -- -- -- -- -- -- -- SIZED WITH HAZEN WILLIAMS CONSTANT "C = ADAPTER(S) AS REQUIRED TO CONNECT CONDENSATE DRAIN PIPE TO STUB ON EQUIPMENT. PROVIDE DRAIN PIPE ONE NOMINAL PIPE SIZE LARGER THAN EQUIPMENT CONNECTION SIZE, MINIMUM 3/4" PROVIDE TRAP DEPTH GREATER OF 4" OR 1/2" PLUS STATIC PRESSURE IN INCHES OF WATER COLUMN 6" TALL VENT OPEN TO ATMOSPHERE ONLY WHERE REQUIRED BY CODE FOR LENGTH OF DF, IN PIPE DISCHARGE AWAY FROM SERVICE AREAS OF UNIT, OR AT ROOF DRAIN OR GUTTER IF REQUIRED BY LOCAL AUTHORITIES OR SHOWN ON PLANS SUPPORT PIPE ON ROOF PER SPECIFICATIONS EXISTING GAS FIRED ROOF -TOP AIR CONDITIONING UNIT OR MAKEUP AIR UNIT PER MECHANICAL PLANS ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION. PROVIDE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS. FOR PIPE SIZE(S) REFER TO FLOOR PLANS, OR CODE REQUIREMENTS FOR HVAC UNIT TONNAGE. PROVIDE GAS COCK, UNION AND DIRT LEG SAME SIZE AS BRANCH PIPE. SLOPE CONDENSATE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, 2% MINIMUM. PROVIDE CLEANOUTS IN ENDS AND TURNS OF PIPE PER LOCAL CODE REQUIREMENTS: ADAPTER WITH THREADED CLEANOUT PLUG. OMIT CONDENSATE DRAIN ON MAKEUP AIR UNIT. PROVIDE MINIMUM 6" CLEARANCE TO ROOF UNDER PIPES. CONNECTIONS TO ROOF -TOP UNIT NO SCALE 'PROVIDE AUTOMATIC VACUUM RELIEF VALVE ABOVE TOP OF HEATER REFER TO SPECIFICATIONS INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER THERMOMETER PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET ELECTRIC WATER HEATER PER SPECIFICATIONS AND /OR SCHEDULE DRAIN VALVE WITH HOSE BIBB BY WATER HEATER MANUFACTURER PROVIDE 6" DEEP RUST -PROOF WATER -TIGHT PAN UNDER HEATER, WITH DRAIN PIPE PLATFORM BY GENERAL CONTRACTOR - ATTACH TO BACKBOARD AND /OR SUSPEND FROM STRUCTURE. MINIMUM 6" CLEAR OF CEILING, IF ANY. CAPABLE OF SUPPORTING 350 LBS. INSTALL WITH MINIMUM 6" CLEARANCE TO BUILDING STRUCTURE ABOVE COLD WATER SUPPLY SHUT -OFF VALVE CHECK VALVE 3/4" BRANCH TO EXPANSION TANK 12" x 12" HEAT TRAP HOT WATER TO FIXTURES PROVIDE PIPE UNION, DIELECTRIC TYPE IF REQUIRED FOR CONNECTION OF DISSIMILAR METALS (TYPICAL) ROUTE RELIEF VALVE DISCHARGE PIPE AND DRAIN PAN PIPE SEPARATELY TO DISCHARGE INTO RECEPTOR SHOWN ON PLAN, WITH AIR GAP PER LOCAL CODE. IF CEILING EXISTS, INSTALL ABOVE IT IF THERE IS ADEQUATE SPACE AND EASY ACCESS. REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES AND /OR SEPARATE DETAIL PROVIDE HEAT TRAP WHEN REQUIRED BY LOCAL CODES /AUTHORITIES. INSTALL WITH BOTTOM MINIMUM 6' -6" ABOVE FLOOR IF ABOVE JANITOR'S SINK; OTHERWISE HIGH AS POSSIBLE. PLATFORM SHALL BE PLYWOOD ON UNISTRUT FRAME BRACKETED AND ANCHORED TO WALL, AND /OR SUSPENDED FROM STRUCTURE ABOVE WITH THREADED ROD. SHELF MOUNTED WATER HEATER NOT TO SCALE SECURE PIPE HANGER TO STRUCTURE REFER TO SPECIFICATIONS FOR CONNECTIONS THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES REFER TO SPECIFICATIONS FOR ROD SIZE �- CLEVIS HANGER, SHOWN FOR CLARITY REFER TO SPEC IFICATIONS FOR OTHER HANGER TYPES FOR PIPE SERVED & SPACING PROVIDE FOR INSULATED PIPING AT EACH HANGER A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS REFER TO SPECIFICATIONS FOR MORE INFORMATION PROVIDE INSULATION SHIELD FOR INSULATED PIPE PIPE HANGER DETAIL NOT TO SCALE DRILL HOLE IN SIDE OF BOX AND PROVIDE GROMMET OR SLEEVE WITH SILICONE SEAL AROUND PIPE PENETRATION TO MAKE IT WATERTIGHT PROVIDE TRAP WITH 2" TRAP SEAL AT BOTTOM OF RISER FLAT AGAINST WALL DISCHARGE OVER FLOOR DRAIN WITH AIR GAP OF TWICE PIPE DAIMETER MINIMUM 2" DRAIN TO LANDSCAPE OR MOP SINK. SEE PLANS TO VERIFY. FLOOR CO PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION HOT WATER ' ' , t SANITARY DRAINAGE & VENT (ABOVE GRADE) S, W OR V HUBLESS CAST IRON 1 SANITARY DRAINAGE & VENT (BELOW GRADE) S, W OR V - - - AUTHORITY HAVING JURISDICTION) POTABLE WATER (ABOVE GRADE) CW, HW OR HWR TYPE L HARD DRAWN COPPER POTABLE WATER - 2" & SMALLER (BELOW GRADE) CW, HW OR HWR TYPE K SOFT ANNEALED COPPER CONDENSATE DRAIN - 1 ".& SMALLER CD TYPE M HARD DRAWN COPPER INDIRECT DRAIN - 1 "& SMALLER ID TYPE M HARD DRAWN COPPER INDIRECT DRAIN - 1-1/4" & LARGER ID TYPE DWV HARD DRAWN COPPER REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT SINK 1/2" 1/2" 2" 1-1/2" MOP SINK 3/4" 3/4" 3" 2" FLOOR SINK __ __ 4„ 2„ 3 -COMP SINK 3/4" 3/4" -- -- DISHWASHER -- 3/4" -- -- NOTE: PIPE SIZES SHOWN ARE MINIMUM. ®NOT USED NO SCALE PIPE HANGER NEXT TO ELBOW PIPE UNION: DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, FDA APPROVED FOR DOMESTIC WATER SERVICE BUTYL DIAPHRAGM FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE FROM CW SUPPLY TO HEATER, NO INTERVENING VALVES PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. SMALL EXPANSION TANK NOT TO SCALE PROVIDE 1" THICK ELASTOMERIC INSULATION OVER HEAT TRACING ON CONDENSATE DRAIN INSTALL ELECTRIC HEATING CABLE FOR CONDENSATE DRAINS LOCATED IN FREEZERS. HEATING CABLE IS PROVIDED BY OTHERS CD CO : PROVIDE CLEANOUT IN TURNS AND ENDS OF PIPE DX COIL INSTALL DRAIN LINE BEHIND SHELVING IN WALK -IN BOX COORDINATE IN FIELD MAKE CONNECTION TO COIL AS REQUIRED - ANCHOR RISER TO BOX EXTERIOR WALL. WALK -IN COOLER OR FREEZER BOX. -` PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. INSTALL PIPE AS HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS AT MAXIMUM SIX FEET CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS WITH LEAD -FREE SOLDER JOINTS SLOPE HORIZONTAL PIPE AT MINIMUM TWO PERCENT. PROVIDE CHROMATONE PAINT ON PIPE EXTERIOR TO BOX. INSTALL PIPE MINIMUM 3/4" FROM BOX WALL, AND 6" FROM FLOOR. DO NOT PASS ACROSS OPENING OF DOORWAY. WALK -IN BOX CONDENSATE DRAIN NO SCALE 1 SEPARATE PERMIT. REQUIRED FOR: Mechanical Electrical Ramiling Gas Piping aft Teilimira REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. I NOTE: Revisions will require a new plan submittal and may include additional plan review fees. INSTANTANEOUS ELECTRIC WATER HEATER PER SPECIFICATIONS AND SCHEDULE. MOUNT TO WALL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. DISCONNECT SWITCH IS SPECIFIED IN DIVISION 16. LAVATORY OR SINK AS SHOWN ON PLAN FLEXIBLE RISERS TO FIXTURE FAUCET PER SPECIFICATIONS ANGLE STOP VALVES ON COLD WATER SUPPLY - FINISHED FLOOR REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS, AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. IF LAVATORY OR SINK IS TO BE ADA COMPLIANT, DO NOT MOUNT WATER HEATER TO ENCROACH ON ADA- REQUIRED SPACE. PROVIDE T &P RELIEF VALVE ON WATER HEATER OUTLET ONLY IF REQUIRED BY LOCAL AUTHORITIES, AND DISCHARGE WERE DIRECTED BY AUTHORITIES. 1 INSTANTANEOUS WATER HEATER NOT TO SCALE PLUMBING SYMBOLS ANNOTATION PIPING 0 1 1 PLUMBING PLAN NOTE CALLOUT PLUMBING DEMILITION NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER 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 EM EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FF FINISHED FLOOR FLR FLOOR HD HUB DRAIN IE INVERT ELEVATION MAX MBH MIN RTU SS TYP VBF VTR w/ w/0 WSFU MAXIMUN 1000 BTU PER HOUR MINIMUM ROOFTOP UNIT STAINLESS STEEL, SANITARY SEWER TYPICAL VENT BELOW FLOOR VENT THROUGH ROOF WITH WITHOUT WATER SUPPLY FIXTURE UNIT 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. BFP) DOUBLE CHECK VALVE BACKFLOW PREVENTER WATTS # 007QT -S, CAST BRONZE BODY, QUARTER TURN TEST COCKS, QUt TURN BALL VALVES, AND STRAINER. (CP -1) CONDENSATE PUMP: LITTLE GIANT # VCL- 24ULS, ABS TANK AND MOTOR COVER, 1/18 HP VERTICAL TYPE PUMP WITH STAINLESS STEEL MOTOR SHAFT, POLYPROPYLENE IMPELLER, CHECK VALVE, 1 GALLON RESERVOIR, CAPABLE OF 50 GALLONS PER HOUR AT 23' OF HEAD. ELECTRICAL REQUIREMENTS: 120 -VOLT, 1.5 FULL LOAD AMPS. (CP -2) CONDENSATE PUMP: BECKETT # CB501 UL, ABS TANK AND MOTOR COVER, 1/4 HP VERTICAL TYPE PUMP WITH STAINLESS STEEL MOTOR SHAFT, POLYPROPYLENE IMPELLER, CHECK VALVE, 1 GALLON RESERVOIR, CAPABLE OF 126 GALLONS PER HOUR AT 40' OF HEAD. ELECTRICAL REQUIREMENTS: 120 -VOLT, 4 FULL LOAD AMPS. EXPANSION TANK: AMTROL "THERM -X -TROL" # ST -5, WELDED STEEL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 2.0 GALLON CAPACITY, 0.45 MAXIMUM ACCEPTANCE FACTOR, 3/4" P!PE C ^INEL'T!ON. - SET. THE AIR CHARGE PRESSURE TO It4f r'' EXISTING WATER SYSTEM PRESSURE. ELECTRIC WATER COOLER (ADA ACCESSIBLE): HAWS # HWUACP8LSS WALL - MOUNTED, BARRIER FREE, FRONT AND SIDE PUSH ACTUATOR BARS, STAINLESS STEEL BOWL, FLEXIBLE CHROME PLATED BUBBLER AND HEAVY GAUGE STEEL FRONT AND SIDES, CHILLER WITH CAPACITY OF 8 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 # 8872CF 1-1/4" 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. FCO) FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, ROUND, SECURED, NICKEL BRONZE, TOP. # 4031L ( -F -C), SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR, APPLICATION(S), # 4031 L (- F -C -Y), STAINLESS STEEL MARKER FOR INSTALLATION IN CARPETED FLOOR AREA(S), # 4151 ( -F -C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA(S), # 4191 ( -F -C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED FLOOR AREA(S). FAUCET: CHICAGO 802- VE2805ABXKCP 4" CENTERSET, VANDAL RESISTANT, LEAD FREE FAUCET WITH # 390 LEVER HANDLES, CERt MIC QUARTER TURN CARTRIDGES AND # E2805 0.5 GPM AERATOR. TRIM: McGUIRE # 155WC GRID DRAIN WITH OFFSET TAILPIECE, NIBCO 7145A -LF LEAD FREE QUARTER TURN BALL COMPRESSION LOOSE KEY TYPE ANGLE STOP VALVES WITH 3/8" CHROME PLATED COPPER RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 1-1/4" 17 GAU4 E TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR, TRUEBRO "HANDI LAV- GUARD" # 103 INSULATION KIT FOR WATER AND WASTE PIPES. FLOOR SINK: JAY R. SMITH # 31 1 1 L ( -12), 6" DEEP CAST IRON BODY WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 12" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. GD ) GARBAGE DISPOSER: IN- SINK - ERATOR # LC50 LIGHT COMMERCIAL DISPOSER WITH 1/2 H.P. AUTOMATIC REVERSING MOTOR WITH POWER CORD, STAINLESS STEEL GRIND CHAMBER, AND CAST NICKEL CHROME CUTTING ELEMENT. TRIM: WASTE DISCHARGE KIT AND DISHWASHER TAILPIECE. H C HEAT TEMPERATURE MAINTENANCE CABLE: RAYCHEM ' HWAT- Y2, YELLOW COLOR POLYOLEFIN OUTER JACKET FOR 105'F TO 125T OPERATING SYSTEM TEMPERATURE MAINTENANCE, REFER TO SPECIFICATIONS FOR MORE INFORMATION AND PROVIDE RAYCHEM # ELT PIPE IDENTIFICATION LABELS. ELECTRICAL REQUIREMENTS: 208 -VOLT SINGLE PHASE, 0.4 FULL LOAD AMPS E'TMCP HEAT TEMPERATURE MAINTENANCE CONTROL PANEL: RAYCHEM # ECO CONTROL PANEL FOR CONTROL OF HEAT TRACE CIRCUIT WITH NEMA 12 ABS ENCLOSURE FOR INDOOR USE FULLY PROGRAMMABLE WITH LED DISPLAY AND KEYPAD INTERFACE AND THERMISTOR. REFER TO SPECIFICATIONS FOR MORE INFORMATION. MOUNT THERMISTOR ON PIPE UNDER THE INSULATION. POWER WIRING IS SPECIFIED IN DIVISION 16. ELECTRICAL REQUIREMENTS: 208 VOLT SINGLE PHASE, 2.5 WATTS MOP SINK: FIAT # MSB -2424, 24" x 24" x 10" HIGH MOLDED STONE BASIN WITH FACTORY INSTALLED STAINLESS STEEL DOME STRAINER AND SEDIMENT BASKET. FAUCET: CHICAGO FAUCET # 897 -CP FAUCET WITH WALL BRACE, INTEGRAL VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. TRIM: # MSG -2424 TYPE 304, 20 GAUGE, STAINLESS STEEL WALL SURROUNDS, # 832 -AA 30" LONG REINFORCED HOSE WITH 3/4" CHROME COUPLING AND WALL HOOK, AND # 889 -CC 24" STAINLESS STEEL MOP HANGER. (PRV) PRESSURE REDUCING VALVE: WATTS # LF223 -S, BRONZE BODY, STAINLESS STEEL SEAT, STAINLESS STEEL BOLTS, INLET AND- OUTLET SIZE AS SHOWN ON PLANS, 25 - 75 PSI REDUCED PRESSURE RANGE. SET OUTLET PRESSURE TO 60 PSI WITH FLOW RATE OF 51 GPM AT A FALL OFF PRESSURE OF 10 PSI DIFFERENTIAL. SINK (ADA ACCESSIBLE): ELKAY # LRADQ- 2522 -65 -3, 21" x 16" x 6-1/2" DEEP, SINGLE COMPARTMENT, SELF - RIMMING, 18 GAUGE TYPE 302 STAINLESS STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. FAUCET: ELKAY FAUCET # LKE4100 8" SPREAD FAUCET WITH SINGLE LEVER, 8" TUBULAR SWING SPOUT, CHROME PLATED AND RESTRICTED FLOW AERATOR. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, ELKAY # LK99 PUSH AND LOCK STEM BASKET. McGUIRE # 8912 -C -F 1-1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, DEARBORN BRASS #814- ET -17 -1, 1 -1/2" X 8 "LONG CHROME- PLATED BRASS BRANCH TAILPIECE WITH TOP SLIP JOINT, BRASS NUT AND 7/8" OUTSIDE DIAMETER BRANCH INLET. PROVIDE RUBBER HOSE ADAPTER WITH STAINLESS STEEL HOSE CLAMPS FOR CONNECTION OF CONDENSATE DRAIN AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. SINK (ADA ACCESSIBLE): MOLI INTERNATIONAL # KHS -1012, 9/1/4" x 12 -1/4" x 5 -1/2" DEEP, WALNUT BROWN SINGLE COMPARTMENT, SELF- RIMMING, MOLDED ABS PLASTIC, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. FAUCET: ENCLUDED WITH FIXTURE. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS. DEARBORN McGUIRE # 8912 -C -F 1 -1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS. ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. SINK (ADA ACCESSIBLE): MOLI INTERNATIONAL # BHS -1012, 9/1/4" x 12 -1/4" x 5-1/2" DEEP, BLACK SINGLE COMPARTMENT, SELF- RIMMING, MOLDED ABS PLASTIC, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. FAUCET: INCLUDED WITH FIXTURE. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS. McGUIRE # 8912 -C -F 1-1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. MIMMIMMIMIM •10=0 QOM T �VBF® - ID CD-® -- I . VIIVIMOIMOIMMel -_.•■•■. ..v,me■womo.,49 1 DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) TRAP PRIMER LINE (T) SOIL PIPING ABOVE FLOOR (S) SOIL PIPING BELOW FLOOR (S) WASTE PIPING ABOVE FLOOR (W) WASR -E PIPING BEL FLOOR (W)' VENT BELOW FLOOR (\M E) INDIRECT DRAIN (ID) CONDENSATE DRAIN-; EXISTING PIPING TO REMAIN VENT PIPING (V) SQUARE FLOOR SINK (FS), SIZE & TYPE BALL VALVE SHUTOFF VALVE CHECK VALVE BACKFLOW PREVENTER UNION HOSE BIBB (HB) NONFREEZE WALL HYDRA CLEANOUT CAP WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) ELBOW UP ELBOW DOWN TEE UP TEE DOWN REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of BUILDING (SIGN u, 'Ia WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) GAS COCK TRAP PRIMER TRAP PRIMER WITH DISTRIBUTION UNIT (SK-L1) SINK (ADA ACCESSIBLE): PRIMA #3CS- 101410 -2, 3 COMPARTMENT SINK, 10" x 14" x 10" DEEP BOWLS, TWO 15" DRAINBOARDS, 18 GAUGE 304 STAINLESS STEEL, DROP IN,GALVANIZED LEG, AND 3.5" DRAINBASKET. FAUCET: PRIMA #BKF -8W„ 8" ON CENTER WALL MOUNT WITH 12" SPOUT. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS. (3) 1-1/2" TAILPIECE, AND 1-1/2" HARD COPPER TYPE "DWV" FABRICATED INDIRECT WASTE LINE ROUTED TO FLOOR SINK. ,i:ti �3 THERMOSTATIC MIXING VAL'V E: :x-15 `= BRASS � BODY, CORROSION RESISTANT INTERNAL PARTS, ADJUSTMENT CAP WITH LOCKING FEATURE AND INTEGRAL CHECKS, ASSE 1016 COMPLIANT, CAPABLE OF 2.5 GPM WITH A 20 % DIFFERENTIAL BETWEEN HOT AND CLOD INLET SUPPLIES AND A MINIMUM FLOW RATE OF 0.5 GPM. MAXIMUM TEMPERATURE STOP SET FOR 110 DEGREES. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). (WCO) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM "0" RING SEALS, ASSE 1010 CERTIFICATION. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. WATER HEATER: A. 0. SMITH # DEL -30, 30 GALLON GLASS LINED LOW BOY STORAGE TANK, TWO 3KW DIRECT- IMMERSION HEATING ELEMENTS FOR SIMULTANEOUS OPERATION, SURFACE - MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 31 GALLONS PF'R HOUR RECOVERY AT A 80 DEGREE TEMPERATURE RISE. SET WATER HEATER OPERATING TEMPERATURE TO 120 'F. ELECTRICAL REQUIREMENTS: 480 VOLT THREE PHASE UNBALANCED CIRCUIT, L2 = 10.8 FULL LOAD AMPS, L1 & L3 = 6.3 FULL LOAD AMPS. WATER HEATER: EEMAX # EX100, INSTANTANEOUS, SINGLE Ni CHROME REPLACEABLE CARTRIDGE TYPE HEATING ELEMENTS, 10 KW INPUT, GLASS REINFORCED BODY, WHITE ABS COVER, 1/2" COMPRESSION INLET AND OUTLET, 1.8 GPM FLOW SWITCH TO TURN ON UMIT, AND 2.0 GALLONS PER MINUTE AT A 34 DEGREE TEMPERATURE RISE. ELECTRICAL REQUIREMENTS: 277 VOLT SINGLE PHASE, 36 FULL LOAD AMPS. WATER HEATER: A. 0. SMITH # DEL -30, 30 GALLON GLASS LINED LOW BOY STORAGE TANK, TWO 4.5KW DIRECT - IMMERSION HEATING ELEMENTS FOR SIMULTANEOUS OPERATION, SURFACE - MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 45 GALLONS PER HOUR RECOVERY AT A 80 DEGREE TEMPERATURE RISE. SET WATER HEATER OPERATING TEMPERATURE TO 120 'F. ELECTRICAL REQUIREMENTS: 480 VOLT THREE PHASE UNBALANCED CIRCUIT, L2 = 16.2 FULL LOAD AMPS, L1 & L3 = 9.4 FULL LOAD AMPS. WATER CLOSET: AMERICAN STANDARD 1.6 GPF FLUSH VALVE FLOOR MOUNTED TOILET, MODEL 3461.100. VITREOUS CHINA WITH AMERICAN STANDARD FLUSH VALVE MODEL 6065.161.002. WITH AMERICAN STANDARD OPEN FRONT TOILET SEAT MODEL 5901.100 URINAL: AMERICAN STANDARD 0.5 GPF FLUSH VALVE WALL MOUNTED URINAL, MODEL 6590.505. VITREOUS CHINA WITH AMERICAN STANDARD STANDARD FLUSH VALVE MODEL INCLUDED. LAVATORY: AMERICAN STANDARD WALL MOUNTED VITREOUS CHINA LAVATORY MODEL NUMBER 0124.024 FAUCET: SEE PLUMBING FIXTURE F -1 TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS. McGUIRE # 8912 -C -F 1 -1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. FILE COPY P Plan review approval Is suNest '1D mom and ant Was. Approval of construction documents does not authodze vIotabon of any adopted code a' ormInance. Receipt . of cpproved Reid Copy end congers is acknowledged: Ax DID . cvz-- City Ornits* BUILDING DIVISION RECE VEL CITY OF TUKWILA APR 2 41012 PERMIT CENTEft P�12 -oc�� ISSUE BLOCK 04/05/12 PERMIT SET CHECKED BY: TA/RO /SJ DRAWN BY: RRR FILE: ti A ' . - t SHEET NAME: PLUMBING SCHEDULES, DETAILS, LEGEND AND RISERS SHEET NUMBER: Po.1 1- 0 0 C0 a 0 0 2 0 c 0 0 0 Z w Z U J a W oc a 0 O cn cn W s W U 'o a 0 Q Z 0 3 c N 0 cn m cn a, W W E Z 0 0 cn La cn En o o g a. CIL 0 U i0 y U W cn 0 W 0 0 0 W a a _ (E)6"W- 1711`.1 E I - !JP R ••:i — — (E)6 "W (E)6 "W .11.0 4131111■138/1111•9112N OM ViIIMMIIMEMP IMO WS (/ OQQ-QQQQ0, rT 611601MISrrk MP ilIMMISMOMIX MI6 L 11 P2.1 P2.1 s--- F)3/4 "COY 1.1111111111 ON ROOF EXISTING 3 /4 "CD 3 /4 "CD 3 /4 "CD E (STING TO REMAI ri r z Ar Az ../ A EN F,( VESTIBULE pa 1111111M__ MI III PLUMBING FLOOR PLAN SCALE: 1 /8 "= 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. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS— BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REMOVE ITEMS NOTED TO BE REMOVED. 4. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 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. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT, OF ANY DAMAGED AND /OR MALFUNCTIONING COMPONENTS. 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. PLAN DEMOLITION NOTES: 1 I EXISTING PLUMBING FIXTURE, TYPE INDICATED, SHALL REMAIN. PROTECT FROM DAMAGE DURING DEMOLITION. 3 REMOVE EXISTING PLUMBING FIXTURE TYPE INDICATED AS WELL AS ITS PLUMBING PIPING (WASTE, VENT, HOT AND COLD WATER) BACK TO BEHIND REMAINING SURFACES AND CAP THERE AND ABANDON IN PLACE. REPAIR REMAINING SURFACES TO MATCH EXISTING WHERE REQUIRED. REMOVE EXISTING PLUMBING FIXTURE AND CAP PIPING (WASTE, VENT, HOT AND COLD WATER) AT WALL FOR RECONNECTION UNDER NEW WORK. REMOVE EXISTING WATER HEATER AS WELL AS PIPING (HOT WATER AND COLD WATER) TO ACTIVE MAINS ABOVE CEILING AND CAP. PLAN NOTES: 01 PRO FO' D WATER LINE AND 1/2" INDIRECT DRAIN TOMIZING HUMIDIFER. COORDINATE HUMIDOR WALK —IN MANUFACTURER. O2 ROUTE 3/4" CONDENSATE DOWN AND FLOOR SINK WITH AIR GAP PER CODE. 0 SNAKE ALL EXISTING DRAINS, TOILETS, AND SANITARY SEWER LINES TO ASSURE CLEAR AND FREE OPERATION. O FIELD VERIFY UNDERGROUND AND UNDER —SLAB UTILITY LOCATIONS PRIOR TO CONSTRUCTION. O5 1/4" COLD WATER SUPPLY LINE WITH SCOTSMAN SSM1 —A FILTER. TO 132" A.F. IN LOCATION NOTED. LINE TO BE CONNECTED TO TENANT PROVIDED HUMIDIFIER UPON INSTALLATION OF SAME. 06 PROVIDE FOR CONDENSATE REMOVAL AT WALK —IN COOLER, FINE WINE, AND HUMIDOR AT 72" A.F. PER LOCAL CODE. INSULATE HOT WATER PIPING PER SPECIFICATIONS. Og DO NOT INSTALL PLUMBING PIPING OVER ELECTRICAL PANELS OR EQUIPMENT. 1/2" CW TO HOSE BIBB ON ROOF. 10 EXISTING 3/4" COLD WATER PIPE SECTION TO BE REPLACED WITH A NEW 1" COLD WATER PIPE SECTION RUNNING OVERHEAD. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2012 City of Tukwila BUILDING DIVISION G 4) ( RECENEL CITY OF TUKWILA APR 2 4 2012 PERMIT CENTER as • L s 5 4W v MIN 40 m w�0 1 tri 0. ¢ w 0 0 N CONSULTANT LAS VEGAS :: IRVINE :: PHOENIX :: SALT LAKE SEIM STORE NUMBER: XXXX 0 0 W N z 0 w 0 C 0 0 0 Q U 0 z 0 J >- a 0 0 w 0 0 W as L m w m a. 0 z r 0 w , ISSUE BLOCK 04/05/12 PERMIT SET I I CHECKED BY: TA/RO /SJ DRAWN BY: RRR FILE: ' - , -a 9 o �`� 4gdk SHEET NAME: PLUMBING FLOOR PLAN SHEET NUMBER: P1.1 N 0 z' 0 0 a 0 0 s >- Si= 0a�F.1441 0 v w N 0 L U a 0 0) 0 W a U a 0 N (7 /2 "CW &HW E 7 R II II II II II Lt II II II II II u J ENLARGED BATHROOM DOMESTIC WATER FLOOR PLAN SCALE: 1 /4 " =1' -0" 0 REFE TO SHEET P1.1 FOR CONTINUATION ENLARGED WINE CLASSROOM DOMESTIC WATER FLOOR PLAN SCALE: 1 /4 " =1 ' -0" ENLARGED BATHROOM WASTE AND VENT FLOOR PLAN SCALE: 1 /4 " =1' -0" — (E)6"S _ 0 I RCIIR TO SHEET P1.1 FOR CONTINUATION E;) ENLARGED WINE CLASSROOM WASTE AND VENT FLOOR PLAN SCALE: 1 /4 " =1' -0" 3 /4 "CW &HW 1 /2 "CW &HW- 3 /4CW &HW 1 /2 "CW &HW 1 /2 "CW &HW REFER TO SHEET P1.1 FOR CONT. PLUMBING ISOMETRICS DOMESTIC WATER PLUMBING ISOMETRICS SCALE: NONE PLAN NOTES: 0 MOYER DIEBAL 201 HT UNDERCOUNTER HIGH TEMPERATURE DISHWASHING MACHINE WITH 40° RISE BOOSTER. ONEW PLUMBING FIXTURE IN EXISTING LOCATION, CONNECT NEW FIXTURES TO EXISTING UTILITIES @ RUN WASTE PIPE FROM NEW FIXTURE IN WALL TO INTERCEPT PIPE DOWN TO BELOW GRADE FROM EXISTING FIXTURE. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 142012 City of Tukwila BUILDING DIVISION 1)&ifi.o6( RECEIVEL. _ CITY OF TUKWICA APR 2012 PERMIT CENTER 0 (.)o Z Q X 03 c O 12 o9' WO..in rn U M 0 Q x I iS L 0 0 dLn cz 0 Q' L Eo Om' z m '4.' = C- U < Ce <'4 a 0 0 V CONSULTANT LAS VEGAS :: IRVINE :: PHOENIX :: SALT LAKE 1a Z ti MO F. cs�o�Lc3C 1.60o col ZOMe10 114102 VIM p0®SW•C- 41110 MB iii::: 445 411 411 ca. 4/114 4 1111111y STORE NUMBER: XXXX ill x 0 z 0 0 W m a W 0 r=- 0 Z 0 W a w 0 0 cn a 0 0 0 0 U K a 2 ISSUE BLOCK 04/05/12 PERMIT SET CHECKED BY: TA/RO /SJ DRAWN BY: RRR FILE: w ryi �� ■ ` ti Ps 4W S w� S .6° SHEET NAME: ENLARGED PLUMBING PLANS SHEET NUMBER: P2.1 0 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. 15B 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 (NEPA), 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 dUARDS 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 THE ENGINEER'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF THE ENGINEERS 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 A 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). 158 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 ;NCLUDE 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 FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 1-15 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKEILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL-TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WH:2,1-1 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 1-20 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 15B 1-22 PENETRATIONS SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON-SHRINK, NON-HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR FLOOR RATING AND I N STALLATI 0 N DRAWING FOR EACH PENETRATION Fl RE STOP SYSTEM. EXTEND PIPE INSULATION FOR INSULATED PIPE THROUGH FLOOR, WALL AND ROOF PENETRATIONS, INCLUDING FIRE RATED WALLS AND FLOORS. THE VAPOR BARRIER SHALL BE MAINTAINED. SIZE SLEEVE FOR A MINIMUM OF 1" ANNULAR CLEAR SPACE BETWEEN INSIDE OF SLEEVE AND OUTSIDE OF INSULATION. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SCHEDULE 40 PVC PIPE SLEEVES FOR VERTICAL PRESSURE PIPE PASSING THROUGH CONCRETE SLAB ON GRADE. SLEEVES SHALL BE ONE NOMINAL PIPE SIZE LARGER THAN THE PIPE SERVED AND TWO PIPE SIZES LARGER THAN PIPE SERVED FOR DUCTILE IRON PIPES WITH RESTRAINING RODS. SEAL WATER-TIGHT WITH SILICONE CAULK. PROVIDE 1/2" THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON-PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND BELOW THE CONCRETE SLAB. 15B 1-23 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 _CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1-24 EQUIPMENT FURNISHED BY OTHERS FURNISH AND INSTALL ROUGHED-IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRV'S, INDIRECT DRAIN FROM EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15B 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 p R LO R 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. NEW FLOOR SINKS 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 1-28 BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING WILL BE IN OPERATION DURING NORMAL WORK-DAY HOURS. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 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 GELARilitTEE PERIOD, REPAIR OR REPLACE SUCH _, DEFECTS AT NO EXPENSE TO THE OWNER, AND POE THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B2 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. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. (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. INDIRECT AND CONDENSATE DRAIN OUTSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED OUTSIDE THE BUILDING ABOVE GROUND SHALL BE TYPE "M" FOR 1" AND SMALLER AND "DWV" FOR 1-1/4" AND LARGER HARD TEMPER COPPER TUBE WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN DRAWINGS. INSTALL CLEAN 0 UTS AT ELBOWS GREATER THAN 45 DEGREES. 15B 2-2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, 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. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 DOMESTICALLY MANUFACTURED BY ANACO, A B & I FOUNDRY, CHARLOTTE, HUSKY, IDEAL, TYLER, MISSON OR FERNCO. JOINTS IN STORM PIPING, INCLUDING CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND FM 1680, ANACO HUSKY #SD-4000 OR CLAMP-ALL "HI TORQUE" 125 IN. LB. 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 RACE 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. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B-LINE #133198RCT 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. OAST IRON PIPE: ADJUS TABLE 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. 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 8-LINE #83031 OR #B3033BEAM CIA,Res 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; 2SUPPORT VERTICAL COPPER TUBE 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'. SUPPORTS ON ROOF: SUPPORT PIPING ON ROOF WITH PRE-ENGINEERED ROOF PIPE SUPPORTS MANUFACTURED BY B-LINE, ERICO, MIRO OR PORTABLE PIPE HANGERS: 4" X 4" X 12" LONG CLOSED CELL POLYETHYLENE BLOCKS WITH EMBEDDED PRE-ENGINEERED SUPPORT STRUT OR PRE- ENGINEERED SUPPORT STRUTS WITH FACTORY PLASTIC BASES. TWO PIECE STRAPS SHALL BE CAPTIVATED AT THE SHOULDER WHEN ATTACHMENT NUT IS TIGHTENED AND DESIGNED FOR USE WITH STRUT SYSTEM. ALL NUTS, BRACKETS AND CLAMPS SHALL HAVE THE SAME FINISH AS THE CHANNELS. SUPPORT PIPE WITH SPACING AS DESCRIBED ABOVE AT A MINIMUM 7" ABOVE THE ROOF. SET SUPPORTS ON 18" X 18" X 3/16" THICK ROOF WALKWAY MATERIAL COMPATIBLE WITH ACTUAL ROOF MATERIAL. 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. ABOVE 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. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. 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 PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 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 15B 3-1 WATER HAMMER ARRESTORS. AND TRAPS PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, PROFLO, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0-RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. SUBMIT CERTIFICATION THAT VALVES, FITTINGS AND SPECIALTIES COMPLY WITH CALIFORNIA AB 1953, AND NSF 61 ANNEX G. 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 AND FLOOR SINKS CLEANOUTS AND FLOOR SINKS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. 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 SINKS: SHALL BE AS SCHEDULED ON THE DRAWINGS. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH-1N AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. 15B 3-3 VALVES 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. SUBMIT CERTIFICATION THAT VALVES, FITTINGS AND SPECIALTIES COMPLY WITH CALIFORNIA AB 1953 AND NSF 61 ANNEX G. GATE VALVES: CLASS 125, SIZE 2" AND SMALLER SHALL BE NIBCO #S-113-LF NON-RISING STEM, SOLDERED LEAD FREE BRONZE BODY AND PARTS, WITH WEDGE DISC. GATE VALVES 2-1/2" AND LARGER SHALL BE CRANE #465-1/2 OR NIBCO #617-0, 0.S. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES UP TO 2"): 2" AND SMALLER, NIBCO #S-685- 80- LF; TWO PIECE LEAD FREE 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 MILWAUKEE #UP1509 OR NIBCO #S-413-Y-LF WITH SOLDERED LEAD FREE ' BRONZE BODY AND BRONZE DISC. CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" SPRING LOADED DESIGN. VERTICAL CHECK VALVES 2" AND SMALLER SHALL BE MILWAUKEE #UP1548T OR NIBCO #S-480-Y-LF WITH SOLDERED LEAD FREE BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. THERMOSTATIC MIXING VALVES: ' THERMOSTATIC MIXING VALVES SHALL BE POWERS AS DESCRIBED ON THE DRAWINGS OR EQUAL BRADLEY, LEONARD, LAWLER, SYMMONS OR WATTS MEETING ASSE 1070 WITH BRASS BODY, NON-CORROSIVE _INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AT 100T FOR HAND WASHING. 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 3-6 SYSTEM ACCESSORIES THERMOMETERS SHALL BE AMERICAN 3" BI-METAL DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3" DIAL TYPE WITH SHUT-OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. 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. 15B4 PLUMBING FIXTURES AND EQUIPMENT 15B 4 - 1 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN- STANDARD OR APPROVED EQUAL BY CRANE, ELJER, GERBER, KOHLER, TOTO-KIKI OR ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY ACORN / AQUA, HALSEY TAYLOR OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN-WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME-PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. 15B 4-2 PLUMBING FIXTURE TRIM SUBMIT CERTIFICATION THAT FACUETS AND TRIM COMPLY WITH CALIFORNIA AB 1953 AND NSF 61 ANNEX G. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, SPEAKM EN, ZURN, OR T&S BRASS. PROVIDE SINGLE LEVER HANDLE FAUCETS AS SCHEDULED ON DRAWINGS: BY ELKAY, ELJER, KOHLER, SPEAKMEN, OR SYMMONS FIXTURE P-TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. LAVATORY AND SINK SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC, PROFLO OR ZURN. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN.. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAFR, MCGUIRE, PLUMBEREX "PRO-2000", PROFLO, TRAP-WRAP OR TRU-BRO. 15B 4-3 WATER HEATER WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD-WHITE, LOCHINVAR, STATE, RHEEM OR RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE ELECTRIC GLASSLINED TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE 8c PRESSURE RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.1B STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. WATER HEATER SHALL BE CHRONOMITE, EEMAX, HOT AQUA OR PVI WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE WALL-MOUNTED, TANKLESS, POINT-OF-USE TYPE WITH THERMOSTATIC CONTROL, FLOW SWITCH, COMPLETELY PRE-WIRED AND JACKET, UL APPROVED. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210oF AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WATTS #N36 OR WILKINS #VR-10 WITH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 250T TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. EXPANSION TANK: EXPANSION TANK SHALL BE AMTROL "THERM-X-TROL" AS SCHEDULED ON THE DRAWINGS OR EQUAL BY ARMSTRONG, BELL 8c GOSSETT, PROFLO, TACO, OR WATTS. UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL LISTED FOR FOR 150 PSIG WORKING PRESSURE, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE. REVIEWED • R CODE COMPLIANCE APPROVED MAY 1 4 2012 City of Tukwila BUILDING DIVISION REGEivtLt CITY OF TUKWILA APR 2 2012 PERMIT CENTER ISSUE BLOCK , 04/05/12 PERMIT SET L : L il : AT: 300 ANDOVER PARK WEST TUKWILA, WA 98188 1 ! ! 1 ! i i 1 ■ I I ISSUE BLOCK , 04/05/12 PERMIT SET , CHECKED BY: TA/RO/S,I DRAWN BY: RRR ,ALE: IP 49091 SHEET NAME: PLUMBING SPECIFICATIONS SHEET NUMBER: P3.1