The URL can be used to link to this page

Home My WebLink AboutPermit PG07-275 - VERIZON WIRELESSVERIZON WIRELESS 17100 SC PY STE 116 PGO7-275 Parcel No.: 2623049081 Address: Suite No: Tenant: Name: Address: Value of Plumbing /Gas Piping: Fees Collected: Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet doc: UPC -10/06 Cit if 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 17100 SOUTHCENTER PY TUKW VERIZON WIRELESS 17100 SOUTHCENTER PY, STE 116 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: DERRICK PRODIGALIDAD Address: 13648 BURBANK , SHERMAN OAKS CA Contractor: Name: AMERICAN MECHANICAL CORP Address: PO BOX 1136 , MONROE WA Contractor License No: AMERIMC071BH DESCRIPTION OF WORK: PLUMBING FOR NEW TI. REVISION #1 REDUCES SCOPE OF WORK FOR THIS PERMIT TO EMPLOYEE LOUNGE SINK AND WATER VALVE BOX FOR WATER COOLER. $6,400.00 $195.00 #'lambing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 818 786 -8960 Phone: (206)467 -6407 Expiration Date: 01/08/2009 PG07 -275 12/18/2007 06/25/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 2 Gas Piping 0 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 PG07 -275 Printed: 02 -15 -2008 Permit Center Authorized Signature: L A... i k, Qt A t 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 au . • rized to sign and obtain this plumbing /gas piping permit. Date: Signature: Print Name: doc: UPC -10/06 City dt'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 A5c5 /fr(Ip Permit Number: PG07 -275 Issue Date: 12/18/2007 Permit Expires On: 06/25/2008 Date: f 'Q 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. PG07 -275 Printed: 02 -15 -2008 Parcel No.: 2623049081 Address: Suite No: DESCRIPTION OF WORK: PLUMBING FOR NEW TI Value of Plumbing /Gas Piping: Fees Collected: doc: UPC -10/06 Cityf 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 17100 SOUTECENTER PY TUKW Tenant: Name: VERIZON WIRELESS Address: 17100 SOUTHCENTER PY, STE 116 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: DERRICK PRODIGALIDAD Address: 13648 BURBANK , SHERMAN OAKS CA Contractor: Name: AMERICAN MECHANICAL CORP Address: PO BOX 1136 , MONROE WA Contractor License No: AMERIMC071BH $6,400.00 $195.00 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 818 786 -8960 Phone: (206)467 -6407 Expiration Date: 01/08/2009 PG07 -275 12/18/2007 06/15/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 2 Gas Piping 0 Gas piping outlets (0 -5) 0 2 Gas piping outlets (6 +) 0 PG07 -275 Printed: 12 -18 -2007 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of this permit doe construction p -tije pe Signatur doc: UPC -10/06 City Of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 - 3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: PG07 -275 12/18/2007 06/16/2008 Date: l4 A 21 L ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. t presume to 've authority to violate or cancel the provisions of any other state or local laws regulating work. horized to sign and obtain this plumbing /gas piping permit. Date: / 7 I A-- G 7 F Print Name: E / / I 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. PG07 - 275 Printed: 12 -18 -2007 Parcel No.: 2623049081 Address: Suite No: Tenant: VERIZON WIRELESS 1: ** *PLUMBING AND GAS PIPING * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17100 SOUTECENTER PY TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PGO7 -275 ISSUED 10/15/2007 12/18/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** PG07 -275 Printed: 12 -18 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work or local laws regulating construction or the performance of work. Signa Date: / / er Print Name: (� i �" �� f ►' PG07 -275 Printed: 12 -18 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: ,; W1114). ci. tukwila. wa. us Building Permit No. 170 Mechanical Permit No. A/101 V 4O'F —-� Plumbing/Gas Permit No. 1 --- Public Works Permit No. 2 Project No. ?Di - 0 bb (For office use only) 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 ** King Co Assessor's Tax No.: 21.1 a.Of -D1OOI Suite Number. I t (o Floor: i New Tenant: EK Yes ❑ ..No Site Address: I1 O0 96.3/44A C -0-t u �¢ Tenant Name: ■kAri t -1"*' Property Owners Name: qtt Mailing Address: City CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: Contact Person: E - Mail Address: Cl .fah L° .vtH,t '•Plcce 4 r Contact Person: �J E -Mail Address: Contractor Registration Number: 1 Company Name. Ir 2 kts'l ,„ 1 Mailing Address: au 1na,rt 1S Contact Person: c /pre Rai E -Mail Address: Company Namet?v4 Mailing Address: > Z- Ler e Day Telephone: el P . i of gj 9 (a 0 City State Zip Zip Fax Number. GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number. Expiration Date: State Zip ARCHITECT OF RECORD - An plans must be wet stamped by Architect of Record ` Ap>ut ) Vair9 T 010 j `- State Zip Day Telephone: f$ — 4 1 9// Fax Number. ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Lek, ONfea City Day Telephone: (o(o C ( State Zip E -Mail Address: Fax Number. Q:1ApplicstionsWonns•Applications On Line3-2006 • Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 BUILDING PERMIT INFORTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ C i " Existing Building Valuation: $ Scope of Work (please provide detailed information): k? vy v - t - OP a 1 `` ±f e t e. CPS (vIc 1 [ e Iv l3:iv lbe (14 v■ eke_ ciAa. ; ,P eI e�t►�zul eztA Riovv.'C Will there be new rack storage? ❑ Yes Q:UpplicationsWortns- Applications On Line\3 -2006 - Remit Applieation.doe Revised: 9 -2006 bh .. No If yes, a separate permit and plan submittal will be required. Provide All" Building Areas in Square Footage Below 1" Floor 2" Floor 3 Floor Floors Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing N/R 14 A u / kyPt Wet ky NI P Interior Remodel Addition to Existing Structure Type of ` - Type of Construction per Occupancy per IBC IBC v — I PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 - 1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Irrigation " Domestic Water " Q: Applieations\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9-2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Highline roposed Activities (mark boxes that apply): ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Renton ewer District ...Tukwila ❑ ...ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided Septic System: ID On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ubmitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" z 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 11 WO # ❑ ...Temporary Water Meter Size .. 11 WO # ❑ ...Water Only Meter Size 11 WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private _ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty ' Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System I Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic ) Other Mechanical Egui�� nt rep-- g ( VAV J Air Handling Unit <10,000 CFM Incinerator - Comm/Ind MECHANICAL PERMIT INFORMATION 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ,--rf3 Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): f 2 2 0 € o% Scope of Work (please provide detailed information): Omit- it► 641 wry yg ews b v l k gh//(f -- Cv JJM✓ 1^0 - ' woI V Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .. Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\ Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: ` Qty Fixture Type: Qty Fixture Type: ` ` Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain ( Sinks 4i Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory /L Water Closet n !"' Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: f� Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ & 7e Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:1ApplicationsWonns- Applications On Line\3 -2006 - Permit Appliation.doc Revised: 9 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.32 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 O NER UTHORIZED AGENT: Signature: Print Name: Mailing Address: 3 7136 2.5r of Date: 1Oj1 S 1 07 Day Telephone: u� -(off 7 l� City State Zip Date Application Expires: 01-1 l 5 - 10 Date Application Accepted: 01 401-- Q: Applications\Penns- Applications On Line\3 -2006 - Permit Applieation.doc Revised: 9 -2006 bh Staff Initials: (1 ,, Page 6 of 6 Project: ki ey' to ,, f Type of Inspectign: r--AJA--i P(LAm'tV7 Address: A , f r 7( 0 0 co,..11 ce.-jir rr ti" Date Called: Special Instructions: / Date Wanted: - 7 — /_S— Oa' , .. a.m, p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIra CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector': I Date:-2 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 13o7-21 Li4 3 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. (206)431 -36 Project: 4j,. -t /.- s Add 5 : f n oSe)r/heiF,✓ ,p Special Instructions: Type of Inspection: //A Z. Date Called: Date Wanted: - / — Requester: p.m. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a Approved per applicable codes. I /67-2 zs) Phone No: X03 - j'5 - y6v4/ o rrections required prior to approval. COMMENTS: ( I r /`1 ( s' �k .J cif tea -(( - 11 -6C ? ^ 1(1 7 A _SM - r ( )ri-A .1' „ 1". (4) 1 (Al T S S ri 7 I n s( C-AA � � j� &Hi P e a tny � `7 A H -f ( c,.JA --f ( A o c." 5c'ubt,,) 1 ■vv S (' 3 k s J Nt 60 )-‘ l A a,A.A ov , - l JO! Y�-- r ate: 2 1,1 <, El $58.00 REINSPECTION FEE EQUIRE D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: Vt /. Z oh w f JiS5 Type of Inspection: V. Rao I 'h i/ :a5 Address :. O S !7 P1' Date Called. j2. /U /i7 Special Instructions: Date Wanted: ,, / a.m. tSb�1O7 t' .c• fir? Requester: rill Phone No: 5 35T Wiry CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - ® Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. P6-o7-2.7s Date: Pr Type of spection: A d ress: /7 / ©v - 5'ch tt4e7F.✓,k•� ate Called: P Special Instructions: Date Wanted: \ / /2/2//47 m p.m. Requester: Phone No: - 5 7 0 3 - 35 ° - 4/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. DI Corrections required prior to approval. COMMENTS: Date: )_ $58. ' EINSPECTION FEE REdpIRED. Poor to inspection, fee must be pai. , 6300 Southcenter Blvd., uite 100. Call the schedule reinspection. 'Receipt No.: 'Date: PECTION RECORD Retain a copy with permit Receipt No.: R07 -02791 Initials: JEM User ID: 1165 Payee: AMC ACCOUNT ITEM LIST: Description PLUMBING - NONRES Vr \, City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049081 Permit Number: PG07 -275 Address: 17100 SOUTECENTER PY TUSW Status: APPROVED Suite No: Applied Date: 10/15/2007 Applicant: VERIZON WIRELESS Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 18733 158.00 Account Code Current Pmts 000/322.100 158.00 Total: $158.00 Payment Amount: $158.00 Payment Date: 12/18/2007 02:56 PM Balance: $0.00 6209 12/18 9710 TOTAL 158.00 rinrr RRrpint -OR PrintPri 19 -1R -9007 RECEIPT NO: R87 -02249 Initials: User ID: 1165 Payee: PERMIT PLACE SET ID: S000000877 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -387 704.87 EL07 -585 114.80 M07 -221 57.14 PG07 -275 37.00 TOTAL: 913.81 TRANSACTION LIST: Type Method Description Payment Check 6105 913.81 TOTAL: 913.81 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Payment Date: 10/15/2007 Total Payment: 913.81 Amount Account Code Current Pmts 000.345.832.00.0 114.80 000/345.830 799.01 TOTAL: 913.81 ACTIVITY NUMBER: PG07 - 275 DATE: 10 -15 -07 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 17100 SOUTHCENTER PY, STE 116 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Di Bui !vision PI Public , Work Complete Comments: PLAN REVIEW /ROUTING SLIP it -o1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route gig Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY n Planning Division ❑ Permit Coordinator n DUE DATE: 10-16-07 Not Applicable ❑ No further Review Required DATE: DATE: DUE DATE: 11-13-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: -2 /'/o a Plan Check/Permit Number: P6 07 - a 7 5 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 11o_f2.; 2.0 Project Address: 17/oo .S0u.,,1..tCa, /Pp.k,Kwn, St. :444.— i Contact Person: J QScr*J /1► D K OF=F Phone Number: 503 —3S e - 4'6 @ Summary of Revision: P/u m ' fo 4 44. S P.e/2,,, 4 PG 0 7- oZ 75 s404 1" 0711 y ,le_ athailler S. x/ k ZN •"•■/° /or e 4 ou 1 1/Alute 30 $c f04 1,0"4 _ e C_c,, /t , Entered in Permits Plus on (5- - l applicstionslforms- applications on lmelrevision submittal [Ytiftii• !t_t 7flM CV: E Ci 6 i r.... Kr r r I LUG r 0 i pt r r ; 71 ' n ►s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ` 1X ` Pit"t - License Information License AMERIMC071BH Licensee Name AMERICAN MECHANICAL CORP Licensee Type CONSTRUCTION CONTRACTOR UBI 601433818 Ind. Ins. Account Id 53821001 Business Type CORPORATION Address 1 PO BOX 1136 Address 2 City MONROE County SNOHOMISH State WA Zip 982724136 Phone 2064676407 Status ACTIVE Specialty 1 BOILER/STEAM FIT/PROC PIPING Specialty 2 PLUMBING Effective Date 1/8/1993 Expiration Date 1/8/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date KING, CHERI L PRESIDENT 01/08/1993 Bond Amount KING, KELLY E TREASURER 01/08/1993 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date OLD REPUBLIC SURETY Until Look Up a Contractor, Electric ;an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= AMERIMC071BH 12/18/2007 C -JSTO S--RV CF 1 D2 PLAN NOTES: CONNECT TO EXISTING 1-1/2" DOMESTIC WATER. FIELD VERIFY EXACT LOCATION. CONNECT TO 4" MINIMUM SANITARY. FIELD VERIFY EXACT LOCATION, SIZE AND FLOW DIRECTION. PROVIDE FLOOR CLEANOUT (FCO) AS REQUIRED. O OFFSET PLUMBING VENT THROUGH ROOF AS REQUIRED TO MAINTAIN MINIMUM 10' -0" FROM ALL MECHANICAL UNITS OUTSIDE AIR INTAKE. FIELD VERIFY EXACT LOCATION. l 4 PROVIDE A DOUBLE CHECK VALVE IF NOT PREVIOUSLY INSTALLED. O DO NOT ROUTE PIPING DIRECTLY ABOVE OR BELOW ELECTRICAL PANELS AND EQUIPMENT. COORDINATE EXACT ROUTING WITH LOCATION OF PANELS IN FIELD. O EXTEND 1"CD FROM CRU -1 CONDENSATE PUMP TO JANITOR'S SINK (SINK4). SLOPE 1/8" PER FOOT. O MOUNT WATER HEATER ON WALL ABOVE JANITOR'S SINK. ROUTE PRESSURE RELIEF AND DRAIN LINE DOWN TO JANITOR'S SINK AND TERMINATE WITH AN AIR GAP AS REQUIRED BY CODE. SERVICE PLUMBING PLAN SCALE: 1/4"=1'-0" GENERAL NOTES: SALES � �-- I — Y_ — ■ — — 1 1 1. DRAWINGS ARE DIAGRAMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. 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 ALL OTHER PLANS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY VERIZON'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. INSTALL PLUMBING SYSTEMS IN COMPLIANCE WITH AND IN ACCORDANCE WITH ALL LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 3. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 4. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF PLUMBING FIXTURES. 6. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 7. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 8. ALL PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 9. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 10. COORDINATE ALL PLUMBING PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMNS 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 PLACED. 11. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 12. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 13. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 14. ROOF PENETRATIONS MUST BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY. 15. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. EXCEPT AS INDICATED PER NOTE #16. 16. PER LEASE AGREEMENT, LANDLORD SHALL PROVIDE PLUMBING FIXTURES IN RESTROOMS AND WATER HEATER INCLUDING PIPE CONNECTED TO EXISTING UTILITIES, BRANCH PIPING TO FIXTURES, AND SHUTOFF VALVES AS SHOWN ON PLAN. PROVIDE BACKFLOW PREVENTER IN COLD WATER MAIN IF NOT EXISTING PER LOCAL CODE REQUIREMENT. Y' _ .3 4" (wc N Y �� 0 3 "VTR 1 SEPARATE PERMIT REQUIRED FOR: 4 Mechanical RI Electrical ❑ Plumbing QrGas Piping City of Tukwila BUILDING DIVISION 3" FD FILE OPY Permit No. Plan review approval is subject to errors and off. Approval of construction documents does not authorize the violation of any adopted . or orb: Receipt of approval By Date : , l ' �Z —� 6 -07 City of Tukwila BUILDING DIVISION N Y SINK (§INK4) WASTE & VENT RISER DIAGRAM SCALE: NONE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODE :1 5 ; 2 R :\ C ITC :V 1J E A D N. OCi r,) `01 ..�. O T,I�6 REC4 IVFD CITY OF 1Ktr; /":..A 0 f 1 5 2 F�ici 5M 1 CENTER . .:� 1,1 . .. r Z EXP. 11/07/08 666 5 0 c., m M J O_ PROJ. 2007 -0174 DRWN. EC DATE 9 -25 -07 Pi 15 OF 27 C -JSTO S--RV CF 1 D2 PLAN NOTES: CONNECT TO EXISTING 1-1/2" DOMESTIC WATER. FIELD VERIFY EXACT LOCATION. CONNECT TO 4" MINIMUM SANITARY. FIELD VERIFY EXACT LOCATION, SIZE AND FLOW DIRECTION. PROVIDE FLOOR CLEANOUT (FCO) AS REQUIRED. O OFFSET PLUMBING VENT THROUGH ROOF AS REQUIRED TO MAINTAIN MINIMUM 10' -0" FROM ALL MECHANICAL UNITS OUTSIDE AIR INTAKE. FIELD VERIFY EXACT LOCATION. l 4 PROVIDE A DOUBLE CHECK VALVE IF NOT PREVIOUSLY INSTALLED. O DO NOT ROUTE PIPING DIRECTLY ABOVE OR BELOW ELECTRICAL PANELS AND EQUIPMENT. COORDINATE EXACT ROUTING WITH LOCATION OF PANELS IN FIELD. O EXTEND 1"CD FROM CRU -1 CONDENSATE PUMP TO JANITOR'S SINK (SINK4). SLOPE 1/8" PER FOOT. O MOUNT WATER HEATER ON WALL ABOVE JANITOR'S SINK. ROUTE PRESSURE RELIEF AND DRAIN LINE DOWN TO JANITOR'S SINK AND TERMINATE WITH AN AIR GAP AS REQUIRED BY CODE. SERVICE PLUMBING PLAN SCALE: 1/4"=1'-0" GENERAL NOTES: SALES � �-- I — Y_ — ■ — — 1 1 1. DRAWINGS ARE DIAGRAMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. 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 ALL OTHER PLANS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY VERIZON'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. INSTALL PLUMBING SYSTEMS IN COMPLIANCE WITH AND IN ACCORDANCE WITH ALL LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 3. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 4. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF PLUMBING FIXTURES. 6. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 7. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 8. ALL PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 9. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 10. COORDINATE ALL PLUMBING PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMNS 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 PLACED. 11. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 12. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 13. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 14. ROOF PENETRATIONS MUST BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY. 15. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. EXCEPT AS INDICATED PER NOTE #16. 16. PER LEASE AGREEMENT, LANDLORD SHALL PROVIDE PLUMBING FIXTURES IN RESTROOMS AND WATER HEATER INCLUDING PIPE CONNECTED TO EXISTING UTILITIES, BRANCH PIPING TO FIXTURES, AND SHUTOFF VALVES AS SHOWN ON PLAN. PROVIDE BACKFLOW PREVENTER IN COLD WATER MAIN IF NOT EXISTING PER LOCAL CODE REQUIREMENT. Y' _ .3 4" (wc N Y �� 0 3 "VTR 1 SEPARATE PERMIT REQUIRED FOR: 4 Mechanical RI Electrical ❑ Plumbing QrGas Piping City of Tukwila BUILDING DIVISION 3" FD FILE OPY Permit No. Plan review approval is subject to errors and off. Approval of construction documents does not authorize the violation of any adopted . or orb: Receipt of approval By Date : , l ' �Z —� 6 -07 City of Tukwila BUILDING DIVISION N Y SINK (§INK4) WASTE & VENT RISER DIAGRAM SCALE: NONE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODE :1 5 ; 2 R :\ C ITC :V 1J E A D N. OCi r,) `01 ..�. O T,I�6 REC4 IVFD CITY OF 1Ktr; /":..A 0 f 1 5 2 F�ici 5M 1 CENTER FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (TANK) 3/4" — 4" 2" LAVATORY/ HAND SINK 1/2" 1/2" 2" 1-1/2" VALVE BOX 1/2" — — — SINK 1/2" 1 /2" 2" 2" JANITOR SINK 1/2" 1/2" 3" 2" FLOOR DRAIN — — 2" 2" NOTE: PIPE SIZES SHOWN ARE MINIMUM. PLUMBING SYMBOLS I NOTE' THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS. ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PIPING SCW 140' T S — S--- W —W — GW - -- GW ST - - -ST OST AW — —AW— — V — — —VBG— — - - -- VBF - -- ID CDH CD ACD SPD CA G Al MA MV VE EV CO N 0 NO NPW LPG WS FP PD 9 I _ I0 I Dl 0 b K2 ioi 151 " ao iTt DOMESTIC COLD WATER (CW) SOFTENED COLD WATER (SCW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) 140' DOMESTIC HOT WATER (140') TRAP PRIMER LINE (T) SOIL PIPING — ABOVE FLOOR (S) SOIL PIPING — BELOW FLOOR (S) WASTE PIPING — ABOVE FLOOR (W) WASTE PIPING — BELOW FLOOR (W) GREASE WASTE — ABOVE FLOOR (OW) GREASE WASTE — BELOW FLOOR (OW) STORM DRAIN — ABOVE FLOOR (ST) STORM DRAIN — BELOW FLOOR (ST) OVERFLOW STORM DRAIN — ABOVE FLOOR (OST) ACID WASTE -- ABOVE FLOOR (AW) ACID WASTE — BELOW FLOOR (AW) ACID VENT (AV) VENT PIPING (V) VENT BELOW GRADE (VBG) VENT BELOW FLOOR (VBF) INDIRECT DRAIN (ID) CONDENSATE DRAIN — HIGH EFFICIENCY RTU (CDH) CONDENSATE DRAIN (CD) AUXILIARY CONDENSATE DRAIN (ACD) SUMP OR SEWAGE PUMP DISCHARGE (SPD) COMPRESSED AIR (CA) NATURAL GAS (G) NATURAL GAS ON ROOF (G) MEDICAL AIR INTAKE (AI) MEDICAL AIR (MA) MEDICAL VACUUM (MV) MEDICAL VACUUM EXHAUST (VE) EVACUATION (EV) CARBON DIOXIDE (CO) NITROGEN (N) OXYGEN (0) NITROUS OXIDE (NO) NON POTABLE WATER (NPW) LIQUIFIED PETROLEUM GAS (LPG) WATER SERVICE (WS) FIRE PROTECTION (FP) CONDENSATE PUMP DISCHARGE (PD) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN SQUARE FLOOR DRAIN (FS), SIZE & TYPE ROUND FLOOR DRAIN (FD), SIZE & TYPE ROOF DRAIN (RD), SIZE & TYPE OXYGEN OUTLET NITROUS OXIDE OUTLET MEDICAL AIR OUTLET NITROGEN OUTLET MEDICAL VACUUM INLET BALL VALVE CONTROL VALVE THREE —WAY CONTROL VALVE SHUTOFF VALVE CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS TRIPLE DUTY VALVE WITH PRESSURE PORTS WATER METER STRAINER STRAINER WITH BLOWOFF RELIEF /SAFETY VALVE SOLENOID VALVE PRESSURE REDUCING VALVE GAS PRESSURE REGULATOR THERMOSTATIC MIXING VALVE PIPE ANCHOR EXPANSION JOINT BACKFLOW PREVENTER PRESSURE GAUGE THERMOMETER UNION FLANGE CONNECTION HOSE BIBB (HB) NONFREEZE WALL HYDRANT (NW) MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) ELBOW UP ELBOW DOWN TEE UP TEE DOWN ELBOW UP WITH SHUT —OFF VALVE (SOV) ELBOW DOWN WITH SHUT —OFF VALVE (SOV) TEE UP WITH SHUT —OFF VALVE (SOV) TEE DOWN WITH SHUT —OFF VALVE (SOV) WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP P —TRAP GAS COCK TRAP PRIMER TRAP PRIMER WITH DISTRIBUTION UNIT ANNOTATION a I PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION STANDARD MOUNTING HEIGHTS PLUMBING REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. ADA ACCESSIBLE DRINKING FOUNTAIN ADA ACCESSIBLE LAVATORIES ADA ACCESSIBLE SHOWER VALVES ADA ACCESSIBLE TUB VALVES ADA ACCESSIBLE URINALS ADA ACCESSIBLE WATER CLOSET ADA ACCESSIBLE WATER COOLER ADULT STANDARD DRINKING FOUNTAIN ADULT STANDARD WATER COOLER CHILD STANDARD DRINKING FOUNTAIN CHILD STANDARD WATER COOLER CHILD URINAL CLINIC SERVICE SINKS JANITOR'S SINK FAUCET FITTINGS HOSE BIBS ICE MAKER OUTLET BOXES LAVATORY OR SINK NON FREEZE HYDRANT SHOWER HEADS SHOWER VALVES STANDARD URINALS SURGEON'S SCRUB —UP SINKS TUB VALVES WASHING MACHINE OUTLET BOXES WATER CLOSET (AFT, AFC, UNLESS NOTED OTHERWISE) 17" FLOOR TO RIM 34" FLOOR TO RIM 38" MINIMUM TO 48" MAXIMUM FLOOR TO CENTERLINE CENTER BETWEEN GRAB BAR AND TUB RIM 17" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35" FLOOR TO RIM 40" FLOOR TO RIM 30" FLOOR TO RIM 30" FLOOR TO RIM 14" FLOOR TO RIM 14" FLOOR TO RIM 30" FLOOR TO RIM 42" FLOOR TO CENTERLINE 36" AFF TO CENTERLINE 24" FLOOR TO CENTER OF BOX 31" FLOOR TO RIM 18" AFG TO CENTERLINE 6' -0" MEN & 5' -6" WOMEN FLOOR TO CENTERLINE 48" MEN & 42" WOMEN FLOOR TO CENTERLINE 22" FLOOR TO RIM 35" FLOOR TO FRONT RIM 32" FLOOR TO CENTELINE 42" FLOOR TO RIM 15" FLOOR TO RIM ABBREVIATIONS AFF AFG AHU BEE BFG BOP BOS BTU CPVC DN DS ETR EWC FD FFA FFB FF FL FLA FLR GPM HD IE IN WC JB J -BOX kW MAU MAX MBH MH ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT BELOW FINISHED FLOOR BELOW FINISHED GRADE BOTTOM OF PIPE BOTTOM OF STRUCTURE BRmSH THERMAL UNIT CHLORINATED POLYVINYL CHLORIDE DOWN DOWNSPOUT EXISTING TO REMAIN ELECTRIC WATER COOLER FLOOR DRAIN FROM FLOOR ABOVE FROM FLOOR BELOW FINISHED FLOOR FLOW LINE FULL LOAD AMPS FLOOR GALLONS PER MINUTE HEAD, HUB DRAIN INVERT ELEVATION INCHES OF WATER COLUMN JUNCTION BOX JUNCTION BOX KILOWATT MAKE -UP AIR UNIT MAXIMUM 1000 BTU PER HOUR MANHOLE MIN N/C N/O ORD PDI PVC PRV RD RPM RTU SF SP SS TDH TFA TFB TYP UL UNO UPS V VCP VS VTR W/ W/o WC WS MINIMUM NORMALLY NORMALLY OVERFLOW PLUMBING POLYVINYL PRESSURE CLOSED OPEN ROOF DRAIN DRAINAGE INSTITUTE CHLORIDE REDUCING VALVE ROOF DRAIN REVOLUTIONS PER MINUTE ROOFTOP UNIT SQUARE FEET, SUPPLY FAN SUMP PUMP STAINLESS STEEL, SANITARY SEWER, SOIL STACK TOTAL DYNAMIC HEAD TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VOLT(S) VITRIFIED CLAY PIPE VENT STACK VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK HOT WATER TO FIXTURES AS SHOWN ON PLANS CHECK VALVE SHUT —OFF VALVE (TYPI CAL) PROVIDE PIPE UNION, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS (TYPICAL) ELECTRIC WATER HEATER. REFER TO SPECIFICATIONS AND SCHEDULE SET WATER HEATER ON STEEL PLATE PLATFORM (PLATFORM IS BY GENERAL CONTRACTOR) DRAIN VALVE BY WATER HEATER MANUFACTURER COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING ROOF INSULATION CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF /WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF COLD WATER SUPPLY TO WATER HEATER COLD WATER TO EXPANSION TANK AS SHOWN AUTOMATIC VACUUM RELIEF VALVE (WHEN REQUIRED) INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WTTH WATER HEATER PROVIDE A HARD • COPPER RELIEF VALVE DISCHARGE UNE FULL SIZE OF VALVE OUTLET 6" WATERTIGHT PAN UNDER HEATER WITH DRAIN PIPE ROUTE RELIEF VALVE DISCHARGE UNE AND DRAIN PAN LINE TO SERVICE SINK AND DISCHARGE WITH 6" AIR GAP CONTRACTOR TO PROVIDE MOUNTING BRACKET PER LOCAL AND STATE REQUIREMENTS REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL AUTHORITIES. SHELF MOUNTED WATER HEATER & EXPANSION TANK NO SCALE MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET, OR ABOVE MAXIMUM LOCAL SNOW DEPTH. ANCHOR PIPE TO STRUCTURE. ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. VENT THRU ROOF ( "VTR ") NOT TO SCALE FROM CW SUPPLY TO HEATER, NO INTERVENING VALVES 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 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. COLD WATER MAIN BRANCH PIPE WITH SHUT —OFF VALVE FEEDING PLUMBING FIXTURE(S) AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF PRIMER DISCHARGE PIPE. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. LAY —IN CEILING PROVIDE FLOOR DRAIN BODY OR P —TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. 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 SPECIFICATIONS 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 NO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT —OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON— PUBLIC AREAS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. TRAP PRIMER OVERHEAD NOT TO SCALE PLUMBING PROVIDER SCHEDULE 1 — RTU -1, RTU -2 AND ASSOCIATED GAS PIPING, CD PIPING SHALL BE PROVIDED BY LANDLORD. 2 — PLUMBING FIXTURES IN RESTROOMS AND ASSOCIATED PIPING SHALL BE PROVIDED BY LANDLORD. 3 — PLUMBING FIXTURES: VB1, SINK2, JS, EWH, ET, AND ASSOCIATED PIPING SHALL BE PROVIDED BY CONTRACTOR. 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. WATER HEATER: A.O. SMITH #DEL -15, 15 GALLON GLASS LINED LOW BOY STORAGE TANK, ONE 3KW DIRECT — IMMERSION HEATING ELEMENTS FOR NON— SIMULTANEOUS OPERATION, SURFACE — MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 15 GALLONS PER HOUR RECOVERY AT A 80 DEGREE TEMPERATURE RISE. TANK SHALL BE INSULATED WITH MINIMUM R -10 INSULATION. SET WATER HEATER OPERATING TEMPERATURE TO 120 'F. ELECTRICAL REQUIREMENTS: 208 VOLT SINGLE PHASE, 14.4 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" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. gal) FLOOR CLEANOUT: J.R.SMITH # 4051L SERIES WITH CLAMPING COLLAR AND SQUARE SCORIATED NICKEL BRONZE ADJUSTABLE TOP IN UNFINISHED AREAS, WITH VARIATIONS SUITABLE FOR FLOOR COVERING CONDITIONS, SUCH AS CARPET MARKER OR RECESSED FOR TILE WITH PUSH —ON JOINT AND ABS PLASTIC PLUG WITH GASKET SEAL. CLEAN AND POLISH TOP AFTER INSTALLATION WHERE EXPOSED. REFER TO SPECIFICATIONS FOR INSTALLATION. FD ) FLOOR DRAIN: JAY R .SMITH # 2005L ( —A), CAST IRON BODY AND CLAMPING COLLAR, ADJUSTABLE 6" ROUND NICKEL BRONZE STRAINER. USE PUSH —ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. WALL — MOUNTED LAVATORY (ADA ACCESSBLE): AMERICAN STANDARD # 0321.026 "DECLYN" 19" X 17" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE, REAR OVERFLOW AND WALL HANGER. FAUCET AMERICAN STANDARD "RELIANT" #2385.007 4" CENTERSET FAUCET WITH METAL LEVER HANDLE 2.2 GPM AERATOR. TRIM McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P —TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. TRUEBRO "HANOI LAV— GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. CSINK2 SINK (ADA ACCESSIBLE): JUST # SL— ADA - 1921 —A —GR, 19" x 21" x 5-1/2" DEEP, SINGLE COMPARTMENT, SELF— RIMMING, 18 GAUGE TYPE 304 STAINLESS STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. PROVIDE DRAIN OPENING ON RIGHT SIDE. FAUCET: JUST # J-900 8" CENTERSET FAUCET WITH SINGLE LEVER HANDLE AND 2.2 GPM AERATOR. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, JUST # JV -35 DRAIN AND CUP STRAINER WITH 1 -1/2" 17 GAUGE TAILPIECE, McGUIRE # 8912 —C —F 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P —TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, TRUEBRO "HANDI LAV— GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. CSINK4) JANITOR'S SINK: FLORESTONE MODEL MSR -2424, 24" x 24" x 10" HIGH COMPRESSION MOLDED FIBERGLASS BASIN WITH INTEGRAL DRAIN BODY AND CHROME STRAINER. FAUCET: FLORESTONE MR -371 FAUCET WITH WALL BRACE, INTEGRAL VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. TRIM: # MR -377 STAINLESS STEEL WALL SURROUNDS, # MR- 370 FIVE FOOT LONG HOSE AND WALL CLAMP, MR -373 STAINLESS STEEL RIM GUARD, AND MR -372 MOP HANGER. TP ) TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR -500 "PRIME RITE ", CORROSION RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL TRAP PRIMER AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. PROVIDE WITH DISTRIBUTION # DU -2 FOR TWO, # DU -3 FOR THREE, OR # DU-4 FOR FOUR DRAIN CONNECTIONS. VB1) VALVE BOX: GUY GRAY MODEL # BIM875, 20 GAUGE STEEL BOX, 18 GAUGE STEEL FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 1/2" x 1/4" COMPRESSION ANGLE STOP VALVE. MOUNT AT 12" AFF. TRIM: LOOP 4 FEET OF 1/4" TYPE "K" SOFT COPPER TUBING. FLOOR— MOUNTED WATER CLOSET (ADA ACCESSIBLE): AMERICAN STANDARD # 2377.100 "CADET" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.6 GALLON PER FLUSH, AND # 4098.800 CLOSE— COUPLED TANK WITH PRESSURE ASSISTED SIPHON JET ACTION AND RIGHT HAND TRIP LEVER. INSTALL TRIP LEVER ON THE WIDE SIDE OF THE STALL. TRIM: OLSONITE # 95 WHITE OPEN —FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF — SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS, McGUIRE # 2166CC ANGLE STOP VALVES WITH RISERS AND CHROME — PLATED ESCUTCHEONS. 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. WCO WALL CLEANOUT: J.R.SMITH # 4530 SERIES CLEANOUT TEE AND STAINLESS STEEL COVER WITH IRON PLUG AND GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. "11-1-(2--- CODE CO', L 4 A } R, ' E. opi of T k iie BIJ .LDS d j REC:Z:.:VHD CM!' )i= - iI�;> OCT 1 5 ?r O7 F�� iidll i CLI'J ► Erb PROJ. DRWN. DATE 2007 -0174 EC 9 -25 -07 P2 1.6 OF 27 PLUMBING SYMBOLS I NOTE' THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS. ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PIPING SCW 140' T S — S--- W —W — GW - -- GW ST - - -ST OST AW — —AW— — V — — —VBG— — - - -- VBF - -- ID CDH CD ACD SPD CA G Al MA MV VE EV CO N 0 NO NPW LPG WS FP PD 9 I _ I0 I Dl 0 b K2 ioi 151 " ao iTt DOMESTIC COLD WATER (CW) SOFTENED COLD WATER (SCW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) 140' DOMESTIC HOT WATER (140') TRAP PRIMER LINE (T) SOIL PIPING — ABOVE FLOOR (S) SOIL PIPING — BELOW FLOOR (S) WASTE PIPING — ABOVE FLOOR (W) WASTE PIPING — BELOW FLOOR (W) GREASE WASTE — ABOVE FLOOR (OW) GREASE WASTE — BELOW FLOOR (OW) STORM DRAIN — ABOVE FLOOR (ST) STORM DRAIN — BELOW FLOOR (ST) OVERFLOW STORM DRAIN — ABOVE FLOOR (OST) ACID WASTE -- ABOVE FLOOR (AW) ACID WASTE — BELOW FLOOR (AW) ACID VENT (AV) VENT PIPING (V) VENT BELOW GRADE (VBG) VENT BELOW FLOOR (VBF) INDIRECT DRAIN (ID) CONDENSATE DRAIN — HIGH EFFICIENCY RTU (CDH) CONDENSATE DRAIN (CD) AUXILIARY CONDENSATE DRAIN (ACD) SUMP OR SEWAGE PUMP DISCHARGE (SPD) COMPRESSED AIR (CA) NATURAL GAS (G) NATURAL GAS ON ROOF (G) MEDICAL AIR INTAKE (AI) MEDICAL AIR (MA) MEDICAL VACUUM (MV) MEDICAL VACUUM EXHAUST (VE) EVACUATION (EV) CARBON DIOXIDE (CO) NITROGEN (N) OXYGEN (0) NITROUS OXIDE (NO) NON POTABLE WATER (NPW) LIQUIFIED PETROLEUM GAS (LPG) WATER SERVICE (WS) FIRE PROTECTION (FP) CONDENSATE PUMP DISCHARGE (PD) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN SQUARE FLOOR DRAIN (FS), SIZE & TYPE ROUND FLOOR DRAIN (FD), SIZE & TYPE ROOF DRAIN (RD), SIZE & TYPE OXYGEN OUTLET NITROUS OXIDE OUTLET MEDICAL AIR OUTLET NITROGEN OUTLET MEDICAL VACUUM INLET BALL VALVE CONTROL VALVE THREE —WAY CONTROL VALVE SHUTOFF VALVE CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS TRIPLE DUTY VALVE WITH PRESSURE PORTS WATER METER STRAINER STRAINER WITH BLOWOFF RELIEF /SAFETY VALVE SOLENOID VALVE PRESSURE REDUCING VALVE GAS PRESSURE REGULATOR THERMOSTATIC MIXING VALVE PIPE ANCHOR EXPANSION JOINT BACKFLOW PREVENTER PRESSURE GAUGE THERMOMETER UNION FLANGE CONNECTION HOSE BIBB (HB) NONFREEZE WALL HYDRANT (NW) MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) ELBOW UP ELBOW DOWN TEE UP TEE DOWN ELBOW UP WITH SHUT —OFF VALVE (SOV) ELBOW DOWN WITH SHUT —OFF VALVE (SOV) TEE UP WITH SHUT —OFF VALVE (SOV) TEE DOWN WITH SHUT —OFF VALVE (SOV) WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) RECIRCULATION PUMP P —TRAP GAS COCK TRAP PRIMER TRAP PRIMER WITH DISTRIBUTION UNIT ANNOTATION a I PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION STANDARD MOUNTING HEIGHTS PLUMBING REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. ADA ACCESSIBLE DRINKING FOUNTAIN ADA ACCESSIBLE LAVATORIES ADA ACCESSIBLE SHOWER VALVES ADA ACCESSIBLE TUB VALVES ADA ACCESSIBLE URINALS ADA ACCESSIBLE WATER CLOSET ADA ACCESSIBLE WATER COOLER ADULT STANDARD DRINKING FOUNTAIN ADULT STANDARD WATER COOLER CHILD STANDARD DRINKING FOUNTAIN CHILD STANDARD WATER COOLER CHILD URINAL CLINIC SERVICE SINKS JANITOR'S SINK FAUCET FITTINGS HOSE BIBS ICE MAKER OUTLET BOXES LAVATORY OR SINK NON FREEZE HYDRANT SHOWER HEADS SHOWER VALVES STANDARD URINALS SURGEON'S SCRUB —UP SINKS TUB VALVES WASHING MACHINE OUTLET BOXES WATER CLOSET (AFT, AFC, UNLESS NOTED OTHERWISE) 17" FLOOR TO RIM 34" FLOOR TO RIM 38" MINIMUM TO 48" MAXIMUM FLOOR TO CENTERLINE CENTER BETWEEN GRAB BAR AND TUB RIM 17" FLOOR TO RIM 17" TO 19" FLOOR TO TOP OF SEAT 35" FLOOR TO RIM 40" FLOOR TO RIM 30" FLOOR TO RIM 30" FLOOR TO RIM 14" FLOOR TO RIM 14" FLOOR TO RIM 30" FLOOR TO RIM 42" FLOOR TO CENTERLINE 36" AFF TO CENTERLINE 24" FLOOR TO CENTER OF BOX 31" FLOOR TO RIM 18" AFG TO CENTERLINE 6' -0" MEN & 5' -6" WOMEN FLOOR TO CENTERLINE 48" MEN & 42" WOMEN FLOOR TO CENTERLINE 22" FLOOR TO RIM 35" FLOOR TO FRONT RIM 32" FLOOR TO CENTELINE 42" FLOOR TO RIM 15" FLOOR TO RIM ABBREVIATIONS AFF AFG AHU BEE BFG BOP BOS BTU CPVC DN DS ETR EWC FD FFA FFB FF FL FLA FLR GPM HD IE IN WC JB J -BOX kW MAU MAX MBH MH ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT BELOW FINISHED FLOOR BELOW FINISHED GRADE BOTTOM OF PIPE BOTTOM OF STRUCTURE BRmSH THERMAL UNIT CHLORINATED POLYVINYL CHLORIDE DOWN DOWNSPOUT EXISTING TO REMAIN ELECTRIC WATER COOLER FLOOR DRAIN FROM FLOOR ABOVE FROM FLOOR BELOW FINISHED FLOOR FLOW LINE FULL LOAD AMPS FLOOR GALLONS PER MINUTE HEAD, HUB DRAIN INVERT ELEVATION INCHES OF WATER COLUMN JUNCTION BOX JUNCTION BOX KILOWATT MAKE -UP AIR UNIT MAXIMUM 1000 BTU PER HOUR MANHOLE MIN N/C N/O ORD PDI PVC PRV RD RPM RTU SF SP SS TDH TFA TFB TYP UL UNO UPS V VCP VS VTR W/ W/o WC WS MINIMUM NORMALLY NORMALLY OVERFLOW PLUMBING POLYVINYL PRESSURE CLOSED OPEN ROOF DRAIN DRAINAGE INSTITUTE CHLORIDE REDUCING VALVE ROOF DRAIN REVOLUTIONS PER MINUTE ROOFTOP UNIT SQUARE FEET, SUPPLY FAN SUMP PUMP STAINLESS STEEL, SANITARY SEWER, SOIL STACK TOTAL DYNAMIC HEAD TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VOLT(S) VITRIFIED CLAY PIPE VENT STACK VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK HOT WATER TO FIXTURES AS SHOWN ON PLANS CHECK VALVE SHUT —OFF VALVE (TYPI CAL) PROVIDE PIPE UNION, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS (TYPICAL) ELECTRIC WATER HEATER. REFER TO SPECIFICATIONS AND SCHEDULE SET WATER HEATER ON STEEL PLATE PLATFORM (PLATFORM IS BY GENERAL CONTRACTOR) DRAIN VALVE BY WATER HEATER MANUFACTURER COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING ROOF INSULATION CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF /WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF COLD WATER SUPPLY TO WATER HEATER COLD WATER TO EXPANSION TANK AS SHOWN AUTOMATIC VACUUM RELIEF VALVE (WHEN REQUIRED) INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WTTH WATER HEATER PROVIDE A HARD • COPPER RELIEF VALVE DISCHARGE UNE FULL SIZE OF VALVE OUTLET 6" WATERTIGHT PAN UNDER HEATER WITH DRAIN PIPE ROUTE RELIEF VALVE DISCHARGE UNE AND DRAIN PAN LINE TO SERVICE SINK AND DISCHARGE WITH 6" AIR GAP CONTRACTOR TO PROVIDE MOUNTING BRACKET PER LOCAL AND STATE REQUIREMENTS REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL AUTHORITIES. SHELF MOUNTED WATER HEATER & EXPANSION TANK NO SCALE MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET, OR ABOVE MAXIMUM LOCAL SNOW DEPTH. ANCHOR PIPE TO STRUCTURE. ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. VENT THRU ROOF ( "VTR ") NOT TO SCALE FROM CW SUPPLY TO HEATER, NO INTERVENING VALVES 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 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. COLD WATER MAIN BRANCH PIPE WITH SHUT —OFF VALVE FEEDING PLUMBING FIXTURE(S) AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF PRIMER DISCHARGE PIPE. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. LAY —IN CEILING PROVIDE FLOOR DRAIN BODY OR P —TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. 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 SPECIFICATIONS 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 NO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT —OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON— PUBLIC AREAS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. TRAP PRIMER OVERHEAD NOT TO SCALE PLUMBING PROVIDER SCHEDULE 1 — RTU -1, RTU -2 AND ASSOCIATED GAS PIPING, CD PIPING SHALL BE PROVIDED BY LANDLORD. 2 — PLUMBING FIXTURES IN RESTROOMS AND ASSOCIATED PIPING SHALL BE PROVIDED BY LANDLORD. 3 — PLUMBING FIXTURES: VB1, SINK2, JS, EWH, ET, AND ASSOCIATED PIPING SHALL BE PROVIDED BY CONTRACTOR. 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. WATER HEATER: A.O. SMITH #DEL -15, 15 GALLON GLASS LINED LOW BOY STORAGE TANK, ONE 3KW DIRECT — IMMERSION HEATING ELEMENTS FOR NON— SIMULTANEOUS OPERATION, SURFACE — MOUNTED THERMOSTATS, ANODE ROD, T & P VALVE, AND 15 GALLONS PER HOUR RECOVERY AT A 80 DEGREE TEMPERATURE RISE. TANK SHALL BE INSULATED WITH MINIMUM R -10 INSULATION. SET WATER HEATER OPERATING TEMPERATURE TO 120 'F. ELECTRICAL REQUIREMENTS: 208 VOLT SINGLE PHASE, 14.4 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" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. gal) FLOOR CLEANOUT: J.R.SMITH # 4051L SERIES WITH CLAMPING COLLAR AND SQUARE SCORIATED NICKEL BRONZE ADJUSTABLE TOP IN UNFINISHED AREAS, WITH VARIATIONS SUITABLE FOR FLOOR COVERING CONDITIONS, SUCH AS CARPET MARKER OR RECESSED FOR TILE WITH PUSH —ON JOINT AND ABS PLASTIC PLUG WITH GASKET SEAL. CLEAN AND POLISH TOP AFTER INSTALLATION WHERE EXPOSED. REFER TO SPECIFICATIONS FOR INSTALLATION. FD ) FLOOR DRAIN: JAY R .SMITH # 2005L ( —A), CAST IRON BODY AND CLAMPING COLLAR, ADJUSTABLE 6" ROUND NICKEL BRONZE STRAINER. USE PUSH —ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. WALL — MOUNTED LAVATORY (ADA ACCESSBLE): AMERICAN STANDARD # 0321.026 "DECLYN" 19" X 17" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE, REAR OVERFLOW AND WALL HANGER. FAUCET AMERICAN STANDARD "RELIANT" #2385.007 4" CENTERSET FAUCET WITH METAL LEVER HANDLE 2.2 GPM AERATOR. TRIM McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # 8872CF 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P —TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. TRUEBRO "HANOI LAV— GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. CSINK2 SINK (ADA ACCESSIBLE): JUST # SL— ADA - 1921 —A —GR, 19" x 21" x 5-1/2" DEEP, SINGLE COMPARTMENT, SELF— RIMMING, 18 GAUGE TYPE 304 STAINLESS STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. PROVIDE DRAIN OPENING ON RIGHT SIDE. FAUCET: JUST # J-900 8" CENTERSET FAUCET WITH SINGLE LEVER HANDLE AND 2.2 GPM AERATOR. TRIM: McGUIRE # 2165CC WHEEL HANDLE ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, JUST # JV -35 DRAIN AND CUP STRAINER WITH 1 -1/2" 17 GAUGE TAILPIECE, McGUIRE # 8912 —C —F 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P —TRAP WITH BRASS CLEANOUT AND ESCUTCHEON, TRUEBRO "HANDI LAV— GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. CSINK4) JANITOR'S SINK: FLORESTONE MODEL MSR -2424, 24" x 24" x 10" HIGH COMPRESSION MOLDED FIBERGLASS BASIN WITH INTEGRAL DRAIN BODY AND CHROME STRAINER. FAUCET: FLORESTONE MR -371 FAUCET WITH WALL BRACE, INTEGRAL VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. TRIM: # MR -377 STAINLESS STEEL WALL SURROUNDS, # MR- 370 FIVE FOOT LONG HOSE AND WALL CLAMP, MR -373 STAINLESS STEEL RIM GUARD, AND MR -372 MOP HANGER. TP ) TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR -500 "PRIME RITE ", CORROSION RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL TRAP PRIMER AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. PROVIDE WITH DISTRIBUTION # DU -2 FOR TWO, # DU -3 FOR THREE, OR # DU-4 FOR FOUR DRAIN CONNECTIONS. VB1) VALVE BOX: GUY GRAY MODEL # BIM875, 20 GAUGE STEEL BOX, 18 GAUGE STEEL FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 1/2" x 1/4" COMPRESSION ANGLE STOP VALVE. MOUNT AT 12" AFF. TRIM: LOOP 4 FEET OF 1/4" TYPE "K" SOFT COPPER TUBING. FLOOR— MOUNTED WATER CLOSET (ADA ACCESSIBLE): AMERICAN STANDARD # 2377.100 "CADET" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.6 GALLON PER FLUSH, AND # 4098.800 CLOSE— COUPLED TANK WITH PRESSURE ASSISTED SIPHON JET ACTION AND RIGHT HAND TRIP LEVER. INSTALL TRIP LEVER ON THE WIDE SIDE OF THE STALL. TRIM: OLSONITE # 95 WHITE OPEN —FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF — SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS, McGUIRE # 2166CC ANGLE STOP VALVES WITH RISERS AND CHROME — PLATED ESCUTCHEONS. 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. WCO WALL CLEANOUT: J.R.SMITH # 4530 SERIES CLEANOUT TEE AND STAINLESS STEEL COVER WITH IRON PLUG AND GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. "11-1-(2--- CODE CO', L 4 A } R, ' E. opi of T k iie BIJ .LDS d j REC:Z:.:VHD CM!' )i= - iI�;> OCT 1 5 ?r O7 F�� iidll i CLI'J ► Erb 1 L� SECTION 15B: PLUMBING: 15B1 GENERAL, INSTRUCTIONS 158 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, APPUANCES, 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. 150 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 OBUGATIONS 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. 158 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 "WORKMANUKE" 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 APPUCABLE 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 QUALTY. 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. 158 1 -6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPUCABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B 1 -7 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER — PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B 1 -8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ARCHITECT 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 SUBSIIIUTE 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 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP 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 -10 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 UTERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CUPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS— BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). 15B 1 -11 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 FACIUTY 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. LE I 1 ER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B 1 -12 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 -13 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0— RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 1 -14 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT, TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE —IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION 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 OMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE UNES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1 -15 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 -16 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 -17 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 -18 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 -19 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER —TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B 1 -20 PENETRATIONS SEAL FLOOR, EXTERIOR WALL, AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON— SHRINK, NON— HARDENING COMMERCIAL CONS RUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON— FIRE —RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE —RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE —RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / UNK SEAL, CALPICO, INC. AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER —TIGHT WITH SIUCONE CAULK. 15B 1 -21 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 DMSION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1 -22 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. 158 1 -23 MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS — TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SIUCONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW —CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB — FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER —TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B 1 -24 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 PERMUTED. 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 7HE 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. 15B 1 -25 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B 1-26 ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPUCABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 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 INSTALUNG ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT WATER): 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 FliIINGS 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. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454 —B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS COUPLINGS. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454 —B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE, (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). 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 SMAI I FR INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B 2 -2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, AND CONDENSATE DRAIN PIPING. 1" ONE —PIECE (R -4) FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF — SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS — CORNING OR ARMSIKONG. FOR 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. 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 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. INSULATE WATER HEATERS THAT ARE NOT FACTORY INSULATED. 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 FIIIING 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 -85 COUPLING BY ANACO HUSKY OR APPROVED EQUAL. JOINTS IN STORM PIPING 6" AND LARGER SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C564 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP —ALL "HI TORQUE" 80 IN. LB. PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B 2 -4 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME— PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC — PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL — TO— COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B— UNE 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. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B —LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B —UNE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B— LINE #83100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B —UNE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B —UNE #83199CT 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 —UNE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B —UNE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B— LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B —UNE #B3373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B —UNE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B —UNE #B3031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B —LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONS IRUCTION WITH B —UNE #63058 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 1/2 "HANGER RODS; 2-1/2" AND 3" — EVERY 10' WITH 1/2" HANGER RODS, 4" — EVERY 10' WITH 5/8" HANGER RODS. SUPPORT 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'. PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1 -1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" WITH 1/2 "HANGER RODS; 2 -1/2" AND 3" WITH 1/2" HANGER RODS, 4" AND LARGER WITH 5/8" HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. SUPPORTS ON ROOF: SUPPORT PIPING ON ROOF WITH 4" X 4" X 12" LONG CCA ROT —PROOF WOOD BLOCKS. WOOD BLOCKS ON 18" 18" X 3 16 THICK ROOF S SET X " 1 / WAL KWAY MATERIAL CONNECT PIPE TO WOOD BLOCKS WITH GALVANIZED STEEL PIPE CLAMP AND 1/4" X 1 -1/2" LONG CADMIUM PLATED LAG SCREWS. STACK BLOCKS AND NAIL THEM TOGETHER AS REQUIRED AND SUPPORT PIPE AS REQUIRED TO CHANGE PIPE ELEVATION. SUPPORT PIPE WITH SPACING AS DESCRIBED ABOVE AT A MINIMUM 7" ABOVE THE ROOF. SET BLOCKS ON 18" X 18" X 3/16" THICK ROOF WALKWAY MATERIAL COMPATIBLE WITH ACTUAL ROOF MATERIAL. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B —LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. BELOW GROUND INSTALLATION FOR SANITARY PIPING: INSTALL SANITARY 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, SOUD EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO UNE 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 SANITARY 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 SANITARY PIPING: INSTALL SANITARY 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. 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 SANITARY 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 UNE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYS I LM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2 ", AND EXTEND FLASHING 24 IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF UNE. 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 BAIT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B 2 -5 PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL 15B 2 -6 PIPE AND VALVE MARKERS PROVIDE MANUFACTURER'S STANDARD PRE — PRINTED, SEMI —RIGID SNAP —ON OR PERMANENT ADHESIVE, PRESSURE— SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR — CODED COMPLYING WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON— CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY — FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN — WATERING HOSE BIBBS, AND SHUT —OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH —IN CONNECTIONS OF END —USE FIXTURES AND UNITS. 15B3 PLUMBING SPECIALTIES 15B 3 -1 AIR CHAMBERS, WATER HAMMER ARRESTORS. AND TRAPS PROVIDE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18" LONG OR PER LOCAL AUTHORITIES REQUIREMENTS, AT SUPPLY PIPES TERMINATING AT FIXTURES TO PREVENT WATER HAMMER. 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, 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. 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 DRAINS CLEANOUTS AND FLOOR DRAINS 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 DRAINS: 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 UNES; 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 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 —IN 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, WALWORTH, 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 ONES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES: CLASS 125, SIZE 2 -1/2" AND SMALLER SHALL BE CRANE #1701 OR NIBCO T113, NON— RISING STEM, SCREWED BRASS BODY AND PARTS, WITH WEDGE DISC. GATE VALVES 3" AND LARGER SHALL BE CRANE #465 -1/2 OR NIBCO #617 -0, 0.5. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BALL VALVES: (MAY BE USED IN UEU OF GATE VALVES UP TO 2"): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW —OUT PROOF STEM. GLOBE VALVES: GLOBE VALVES SHALL BE CLASS 125. GLOBE VALVES 2 -1/2" AND SMALLER SHALL BE CRANE #1310 OR NIBCO #T -211, SCREWED BRASS BODY AND BRASS DISC. GLOBE VALVES 3" AND LARGER SHALL BE CRANE #351 IRON BODY FLANGED VALVE WITH BRASS TRIM. 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 -1/2" AND SMALLER SHALL BE CRANE #137 OR NIBCO #T -413 WITH SCREWED BRONZE BODY AND BRONZE DISC. HORIZONTAL CHECK VALVES 3" AND LARGER SHALL BE CRANE #373 OR NIBCO F- 918 IRON DY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES BO BRAS AL E5 FO R INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" DESIGN. VERTICAL CHECK VALVES 2 -1/2" AND SMALLER SHALL BE CRANE #29 OR NIBCO #T -480 WITH SCREWED BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. 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. 15B .3-4 SYSTEM ACCESSORIES 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. VALVE BOX (VB1) SHALL BE AS SPECIFIED ON THE DRAWINGS, GUY GRAY #BIM875 OR APPROVED EQUAL, WITH 20 GAUGE STEEL BODY BODY, WALL FLANGE AND WATER CONNECTION. 15B4 PLUMBING FIXTURES AND EQUIPMENT 15B 4 -1 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR : , - 9 ^ € e'" QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN— ':"� �° ° g, L* �d,. M STANDARD OR APPROVED EQUAL BY CRANE, EWER, KOHLER OR TOTO —KIKI. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY JUST OR EQUAL BY ELKAY. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY EBCO, HALSEY TAYLOR, HAWS OR SUNROC. PROVIDE MOP SINKS AS SCHEDULED BY FLORESTONE OR EQUAL BY FIAT OR STERN—WILLIAMS. 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. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 15B 4-2 PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD —FREE STANDARDS OF ANSI /NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, KOHLER, SPEAKMEN, ZURN, AMERICAN STANDARD, OR T &S BRASS. PROVIDE SINGLE LEVER HANDLE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, ELDER, JUST, AMERICAN STANDARD, 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 OR ZURN. LAVATORY, SINK AND WATER CLOSET 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 OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1- 1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, 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 BROCAR, MCGUIRE. PLUMBEREX "PRO - 2000 ". TRAP —WRAP OR TRUEBRO. 15B 4 -3 WATER HEATER WATER HEATER SHALL BE AS SCHEDULED ON THE DRAWINGS. � I e E " Its OCT 2, 5 200 City Of Tuk a &JINN D I Op'' T P ECEIV D 013f 1 5 2n5i PEi imi i cEN I ER E Q co D a ry ♦ d r I 9 a 4 r 3 l PROD, 2007 -0174 DRWN. EC DATE 9 -25-07 P3 17 OF 27 1 L� SECTION 15B: PLUMBING: 15B1 GENERAL, INSTRUCTIONS 158 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, APPUANCES, 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. 150 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 OBUGATIONS 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. 158 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 "WORKMANUKE" 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 APPUCABLE 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 QUALTY. 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. 158 1 -6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPUCABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B 1 -7 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER — PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B 1 -8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ARCHITECT 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 SUBSIIIUTE 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 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP 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 -10 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 UTERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CUPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS— BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). 15B 1 -11 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 FACIUTY 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. LE I 1 ER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15B 1 -12 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 -13 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0— RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 15B 1 -14 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT, TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE —IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION 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 OMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE UNES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1 -15 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 -16 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 -17 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 -18 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 -19 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER —TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B 1 -20 PENETRATIONS SEAL FLOOR, EXTERIOR WALL, AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON— SHRINK, NON— HARDENING COMMERCIAL CONS RUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON— FIRE —RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE —RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE —RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / UNK SEAL, CALPICO, INC. AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER —TIGHT WITH SIUCONE CAULK. 15B 1 -21 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 DMSION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1 -22 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. 158 1 -23 MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS — TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SIUCONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW —CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB — FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER —TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B 1 -24 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 PERMUTED. 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 7HE 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. 15B 1 -25 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B 1-26 ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPUCABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 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 INSTALUNG ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT WATER): 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 FliIINGS 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. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454 —B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS COUPLINGS. PVC DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, CELL CLASS 12454 —B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE, (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). 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 SMAI I FR INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B 2 -2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, AND CONDENSATE DRAIN PIPING. 1" ONE —PIECE (R -4) FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF — SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS — CORNING OR ARMSIKONG. FOR 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. 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 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. INSULATE WATER HEATERS THAT ARE NOT FACTORY INSULATED. 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 FIIIING 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 -85 COUPLING BY ANACO HUSKY OR APPROVED EQUAL. JOINTS IN STORM PIPING 6" AND LARGER SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C564 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP —ALL "HI TORQUE" 80 IN. LB. PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B 2 -4 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME— PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC — PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL — TO— COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B— UNE 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. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B —LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B —UNE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B— LINE #83100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B —UNE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B —UNE #83199CT 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 —UNE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B —UNE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B— LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B —UNE #B3373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B —UNE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B —UNE #B3031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B —LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONS IRUCTION WITH B —UNE #63058 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 1/2 "HANGER RODS; 2-1/2" AND 3" — EVERY 10' WITH 1/2" HANGER RODS, 4" — EVERY 10' WITH 5/8" HANGER RODS. SUPPORT 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'. PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1 -1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" WITH 1/2 "HANGER RODS; 2 -1/2" AND 3" WITH 1/2" HANGER RODS, 4" AND LARGER WITH 5/8" HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. SUPPORTS ON ROOF: SUPPORT PIPING ON ROOF WITH 4" X 4" X 12" LONG CCA ROT —PROOF WOOD BLOCKS. WOOD BLOCKS ON 18" 18" X 3 16 THICK ROOF S SET X " 1 / WAL KWAY MATERIAL CONNECT PIPE TO WOOD BLOCKS WITH GALVANIZED STEEL PIPE CLAMP AND 1/4" X 1 -1/2" LONG CADMIUM PLATED LAG SCREWS. STACK BLOCKS AND NAIL THEM TOGETHER AS REQUIRED AND SUPPORT PIPE AS REQUIRED TO CHANGE PIPE ELEVATION. SUPPORT PIPE WITH SPACING AS DESCRIBED ABOVE AT A MINIMUM 7" ABOVE THE ROOF. SET BLOCKS ON 18" X 18" X 3/16" THICK ROOF WALKWAY MATERIAL COMPATIBLE WITH ACTUAL ROOF MATERIAL. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B —LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. BELOW GROUND INSTALLATION FOR SANITARY PIPING: INSTALL SANITARY 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, SOUD EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO UNE 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 SANITARY 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 SANITARY PIPING: INSTALL SANITARY 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. 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 SANITARY 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 UNE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYS I LM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2 ", AND EXTEND FLASHING 24 IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF UNE. 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 BAIT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B 2 -5 PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL 15B 2 -6 PIPE AND VALVE MARKERS PROVIDE MANUFACTURER'S STANDARD PRE — PRINTED, SEMI —RIGID SNAP —ON OR PERMANENT ADHESIVE, PRESSURE— SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR — CODED COMPLYING WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON— CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY — FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN — WATERING HOSE BIBBS, AND SHUT —OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH —IN CONNECTIONS OF END —USE FIXTURES AND UNITS. 15B3 PLUMBING SPECIALTIES 15B 3 -1 AIR CHAMBERS, WATER HAMMER ARRESTORS. AND TRAPS PROVIDE AIR CHAMBERS, FULL SIZE OF THE SUPPLY PIPE AND MINIMUM 18" LONG OR PER LOCAL AUTHORITIES REQUIREMENTS, AT SUPPLY PIPES TERMINATING AT FIXTURES TO PREVENT WATER HAMMER. 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, 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. 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 DRAINS CLEANOUTS AND FLOOR DRAINS 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 DRAINS: 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 UNES; 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 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 —IN 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, WALWORTH, 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 ONES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. GATE VALVES: CLASS 125, SIZE 2 -1/2" AND SMALLER SHALL BE CRANE #1701 OR NIBCO T113, NON— RISING STEM, SCREWED BRASS BODY AND PARTS, WITH WEDGE DISC. GATE VALVES 3" AND LARGER SHALL BE CRANE #465 -1/2 OR NIBCO #617 -0, 0.5. & Y., IRON BODY FLANGED WEDGE GATE WITH BRASS SEATS AND STEM. BALL VALVES: (MAY BE USED IN UEU OF GATE VALVES UP TO 2"): 2" AND SMALLER, NIBCO #T580; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW —OUT PROOF STEM. GLOBE VALVES: GLOBE VALVES SHALL BE CLASS 125. GLOBE VALVES 2 -1/2" AND SMALLER SHALL BE CRANE #1310 OR NIBCO #T -211, SCREWED BRASS BODY AND BRASS DISC. GLOBE VALVES 3" AND LARGER SHALL BE CRANE #351 IRON BODY FLANGED VALVE WITH BRASS TRIM. 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 -1/2" AND SMALLER SHALL BE CRANE #137 OR NIBCO #T -413 WITH SCREWED BRONZE BODY AND BRONZE DISC. HORIZONTAL CHECK VALVES 3" AND LARGER SHALL BE CRANE #373 OR NIBCO F- 918 IRON DY FLANGED VALVE WITH BRASS TRIM. CHECK VALVES BO BRAS AL E5 FO R INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" DESIGN. VERTICAL CHECK VALVES 2 -1/2" AND SMALLER SHALL BE CRANE #29 OR NIBCO #T -480 WITH SCREWED BRONZE BODY AND BRONZE DISC. VERTICAL CHECK VALVES 3" AND LARGER SHALL BE CENTER GUIDED. 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. 15B .3-4 SYSTEM ACCESSORIES 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. VALVE BOX (VB1) SHALL BE AS SPECIFIED ON THE DRAWINGS, GUY GRAY #BIM875 OR APPROVED EQUAL, WITH 20 GAUGE STEEL BODY BODY, WALL FLANGE AND WATER CONNECTION. 15B4 PLUMBING FIXTURES AND EQUIPMENT 15B 4 -1 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR : , - 9 ^ € e'" QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN— ':"� �° ° g, L* �d,. M STANDARD OR APPROVED EQUAL BY CRANE, EWER, KOHLER OR TOTO —KIKI. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY JUST OR EQUAL BY ELKAY. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY EBCO, HALSEY TAYLOR, HAWS OR SUNROC. PROVIDE MOP SINKS AS SCHEDULED BY FLORESTONE OR EQUAL BY FIAT OR STERN—WILLIAMS. 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. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 15B 4-2 PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD —FREE STANDARDS OF ANSI /NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, KOHLER, SPEAKMEN, ZURN, AMERICAN STANDARD, OR T &S BRASS. PROVIDE SINGLE LEVER HANDLE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, ELDER, JUST, AMERICAN STANDARD, 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 OR ZURN. LAVATORY, SINK AND WATER CLOSET 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 OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1- 1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, 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 BROCAR, MCGUIRE. PLUMBEREX "PRO - 2000 ". TRAP —WRAP OR TRUEBRO. 15B 4 -3 WATER HEATER WATER HEATER SHALL BE AS SCHEDULED ON THE DRAWINGS. � I e E " Its OCT 2, 5 200 City Of Tuk a &JINN D I Op'' T P ECEIV D 013f 1 5 2n5i PEi imi i cEN I ER