Loading...
HomeMy WebLinkAboutPermit PG12-217 - CHILDREN'S PLACECHILDREN'S PLACE 1026 SOUThCENTER MALI. PG12 -217 Parcel No.: Address: City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: httn: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT 9202470010 1026 SOUTHCENTER MALL TIIKW Project Name: CHILDREN'S PLACE Permit Number: Issue Date: Permit Expires On: PG12 -217 01/24/2013 07/23/2013 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 TAMMY KORTE Phone: 314 -415 -2400 ARC VISION , 1950 CRAIG RD, SUITE 300 63146 BOB BENSON & CO Phone: 253-569-2965 4923 N VISTA DR E , BONNEY LAKE WA 98391 Contractor License No: BOBBEBC944OE Expiration Date: 01/24/2015 DESCRIPTION OF WORK: PLUMBING FOR NEW TENANT IMPROVEMENT, ADD NEW RESTROOM. Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $9,000.00 $223.13 Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: \---)JA-13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature: Print Name: e REv1300 -J Date: /' " 1 3 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. (inn- 11PC: -4/1n PC;12 -217 Printr?rt• f11- 24 -2f111 • • PERMIT CONDITIONS Permit No. PG 12 -217 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. dot IIP(: -4/1f1 Pr19 -917 Printprl• f11 -94 -9013 CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov • Plumbing /Gas Permit No. T ,9 1 1-- )- 1 Date Application Accepted: 1)---(1)-- ( 2 Date Application Expires: (0--10 i3 (For office use only) Project No. PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 1026 Southcenter Mall 155 Site Address: Suite Number: The Childrens Place Tenant Name: PROPERTY OWNER Name: Tammy Korte, ArcVision Address: 1950 Craig Rd. # 300 Name: Westfield Phone: (314) 415 -2400 Fax: (314) 415 -2300 Email: tkorte @arcv.com Address: 2800 Southcenter City: Seattle State: WA Zip: 98198 CONTACT PERSON — person receiving all project communication Name: Tammy Korte, ArcVision Address: 1950 Craig Rd. # 300 City: St. Louis State: MO Zip: 63146 Phone: (314) 415 -2400 Fax: (314) 415 -2300 Email: tkorte @arcv.com New Tenant: Floor: Yes ❑ .. No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 9,000 Scope of Work (please provide detailed information): tenant improvement Building Use (per Int'l Building Code): retail Occupancy (per Int'1 Building Code): Utility Purveyor: Water- mercantile H:\Appltcauons \Forms - Applications On Line \2011 Applications\Plumbing Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Sewer Page 1 of 2 Indicate type of plumbing fixtures and/or piping outlets being installed and the quantityyow: Fixture Type Fixture Type Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Dishwasher, domestic with independent drain Lavatory Shower, single head trap Urinal Sinks Water heater and/or vent Rain water system — per drain (inside building) Repair or alteration of water piping and/or water treatment equipment Grease interceptor for commercial kitchen ( >750 gallon capacity) Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Each additional medical gas inlets /outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 1 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 2 Lavatory 1 Urinal 1 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 2 Wash fountain Water closet 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty 'j Dental unit, cuspidor Floor drain 2 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). 1 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�R AUTHOR�D AGENT: Signature: Print Name: Tammy‘rte Mailing Address: !g6) Cra,6 ed . ,to H:Wpplications \Forms - Applications On Line\2011 Applications\Plumbing Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Date: Day Telephone: (314) 415 -2400 St. Louis MO 63146 City State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: ' 9202470010 Permit Number: PG 12 -217 Address: 1026 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/06/2012 Applicant: CHILDREN'S PLACE Issue Date: Receipt No.: R13 -00548 Payment Amount: $178.50 Initials: WER Payment Date: 01/24/2013 02:50 PM User ID: 1655 Balance: $0.00 Payee: BOB BENSON & COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 178.50 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 178.50 Total: $178.50 a City of Tukwila 6200 Southcenter Blvd, Tukwila, WA 1 Finance Department 1302401 -1 01/24/2013 BR1 T121 Thu Jan24,2013 02:53PM Trans #28 -28 28 $178.50 DCDGEN - DCD Permits Plus - General Fund ID: BOB BENSEN AND CO PERMIT PG12217 1 ITEM(S): TOTAL: $178.50 Cash PAID $200.50 CHANGE DUE: $22.00 www,tukwilawa.gov 206 -433 -1835 .lnn• Dnnein._rla D.;n4n.l• Al ')A 7A17 • City of Tukwila yDepartment of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG12 -217 Address: 1026 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/06/2012 Applicant: CHILDREN'S PLACE Issue Date: Receipt No.: R12 -03270 Payment Amount: $44.63 Initials: WER Payment Date: 12/06/2012 01:41 PM User ID: 1655 Balance: $178.50 Payee: ARCVISION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 27421 44.63 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 44.63 Total: $44.63 rinr: RAtpint_nR Prin$M 17_OR_7n17 INSPECTION NO. INSPECTION RECORD: Retain a copy with permit PERMIT NO.'. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ?•_(206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pro ( ;e € \ , � 4 reAl ?(*ce Type frol f ,,Ins oLtpectg n , i G AddreO 7- ' Sc /i , Date Called: Special Instructions: Date Wanted: c_.a.m,.,. Requester: - Phone No 'Approved per applicable codes. COMMENTS: • EJCorrections required: prior to approval fief A47( Inspector: lJ Dater' • n REINSPECTION FEE REQUIRED. Prior to next inspection fee must -be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule•,reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit' ;'.PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ` (206) 431 -3671 Permit Inspection Request Line (206) 431 -2451 Project: . 1 ■ , Dregs PiA-cf Type Inspectio , a A = " '. Address: I a2tp SC.- al t X(( Date Called: . Special Instructions: Date Wante /14 _!' -� - a`_m -,. p.m. Requester: r Phone �S�0i ^ ..q Approved per applicable codes. orrections required prior to approval. COMMENTS: oecA udgrizi rjI��e AD ( =(,0vi r 1 Inspector: I/ Date` REINSPECTION FEE RE PUIRED. Prior to next inspection fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule; reinspection. :- .a. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PG I 1 Project: , G ( kr lk e.. ^S P` /E(C Type of Inspection: f1`i)A( Pca Address: I (92 -.( _X.__ A- M)) Date Called: 71 -)Nr o i r r re -6,i) r-L_s- . Special Instructions: Date Wanted; . ( 2O rl 1:m„ P.m. Requester: Phoi No: 3 /,.s (oq l Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( 0 L e.P.:r) g v UJ -67" F f. t' 71 -)Nr o i r r re -6,i) r-L_s- . (15 /- ,_r 1 (k 4-i t r- r )J %e 1 14) 1\-tie_0 D J J .ex- i) -r'' P\14' vi(--D 1.JA ir'` 1 .cilt 12-CU6ff pL I (00( R ! Inspecto ' n,-A Ili l Date2r i(,3 0 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3kv INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1z• (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje( : �(\&.,:, `\ rci...s. Typeof Inspection: 11---0 j6t+-. -tif v Address: /n (2-6 ----• /41(itti Date Called: Special Instructions: Date Wanted:. a.:a.mr Requester: Phone No /!,^, (o s_. ElApproved per applicable codes. Corrections required prior to approval. /2 COMMENTS: �LA..)V t A^PAnl n-L aA- iP<PoW % e 4 r 6/1 . I0 L Jo /', Q mi A`, A r � (2,1 O[ic (-6° eir- -S")b7.e.--4-■ ‘-r-°44-71_.: r A S 6(J) F fl Date: 3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be :. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project; (� i to S P(A-c e Type of Inspection: ' (0 r o uPo _- :. Address: l(024 SC_ �/ j0 Date Called: Special Instructions: I J �`0°0i`l i Date Wanted. . j -?, 1i i rte: p,m Requester: Phone No: - (S Approved per applicable codes. El Corrections required prior to approval, COMMENTS: ft o tt It t �i InspeEto— Date: : i /; n REINSPECTION FEE'REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 1.00. Call to schedule rein'specti'on!.. • CO` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -217 DATE: 12 -06 -12 PROJECT NAME: CHILDREN'S PLACE SITE ADDRESS: 1026 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: kti)(e Public Works Fire Prevention Structural n n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12 -11 -12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -08 -13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople otter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company BOB BENSON a CO 2535692965 4923 N Vista Dr E Bonney Lake WA 98391 Pierce Individual UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602646280 Active BOBBEBC9440E Construction Contractor 9/5/2006 1/24/2015 Plumbing Unused Business Owner Information Name Role Effective Date Expiration Date BENSON, ROBERT Owner 09/05/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Wesco Insurance Co 46WB014871 01/24/2013 Until Cancelled $6,000.00 01/24/2013 2 American Contractors Indem CO 100051904 09/05/2008 Until Cancelled 10/22/2012 $6,000.0009/03/2008 /2010 1 GREAT AMERICAN INS. CO. FS7011296 09/05/2006 Until Cancelled 09/25/2008 $6,000.0009/05/2006 /2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Liberty Northwest Ins Corp BKS53537588 09/05/2011 09/05/2013 $300,000.0007/27 /2012 4 LIBERTY NORTHWEST INS CORP BH01153537588 09/05/2010 09/05/2011 $300,000.0009/10 /2010 3 OOHIO CAS INS BH0105353758809/05/2008 09/05/2010 $300,000.0008/27 /2009 2 00H10 CAS INS BH053537588 09/05/2007 09/05/2008 $300,000.0008/07 /2007 1 OOHIO CAS INS BH053537588 09/05/2006 09/05/2007 $300,000.0009/05 /2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 01/24/2013 RESPONS 15 I L I TY SCHEDULE DATE ISSJ° REV DATE ICE ARCHITECT ARCHITECT, �.» � PH. ( ) 415-2400 PRE - CONSTRUCTION 3. • "cv.com Landlord Tenant GC TCP Vendor Remarks 10/26/11 - TCP RE:VI6'N #I Al 10/26/11 - LL REV I E N #1 1 PROJECT SQUARE FOOTAGE SALES SUPFORT TOTAL 3 6897 REGISTE ' ARCHITE , / r � /►�. REDERICK J. GrtLIA STATE OF WASHI GTON ia2 5 -/a- 1 I /0'1/I 2 - FOR fi ERM I T - - - - - - - - Permits and Fees (City / Mall) 33 5 5E SCALE AS NOTED DRAWN BY JL.' SHEET TITLE TITLES T KEY FLANS X Barricade • : X X WHERE REQUIRED IN MALLS. Barricade Graphics X Trash Removal 1 Dumpsters ` X GENERAL CONSTRUCTION co Landlord Tenant GC TCP Vendor Remarks Demolition x x Demising Walls - Studs X NA NA Demising Walls - Gyp Board & Finishing X NA NA Interior Walls - Studs x x Interior Walls - Gyp Board & Finishing X X Sales / Common Area ACT Ceiling & Grld X X x Sales Area Hard Ceiling - Framing x x x Sales Area Hard Ceiling - Gyp Board S Finishing X X X Mirrors X X COLUMNS TO BE MIRRORED PER PLAN Doors and Frames X X X Door Hardware X X Painting X X Floor Keparagon x x Floor protection X x Vinyl Base X X Sales Area Flooring X X Stock Room Flooring x x CarpetMalk Off Mat (exterior only) NA NA MECHANICAL Landlord Tenant GC • TCP Vendor Remarks HVAC Units X Roof Work X HVAC Unit Curb - X HVAC Distribution (Ductwork, diffusers, etc) x x x Air Balancing X X Exhaust Fan and Venting X X X Fire System (Hans, Strobes, Heads) X x Smoke Evacuation System NA IF REQUIRED BY CODE Fire Sprinkler Shut Off X NA NA IF REQUIRED BY CODE Sprinkler System Modifications X X MODIFY AS REQUIRED Trenching / Coring basting Slab (Plumbing) X X Plumbing Tortures X X X ELECTRICAL f Landlord Tenant GC TCP Vendor Remarks 1 I 1 I i Electrical Service X Meter Sockets X Electrical Panels X X RELOCATE AS REQ'D Transformers X Main Sign Whip X Wiring, Circuiting, Receptacle, switches, etc X X Trenching / Coring Existing Slab (Electrical) x X Electrical Control Systems (EMS) x SITE CONTROLS SYSTEM Emergency Lighting / Exit Lighting x x Light Fixtures X X Lamps X X Cash Wrap wiring X X Fire Alarm Systems x x Telcom / Data wiring X X Conduit X X POS / Telephone system X X Sensamatic Alarm System X X ELECTRIC PROVIDED BY ELECTRICIAN CONTACT Sound System X X FDtTUREIFURNISHINGS M Landlord Tenant GC TCP Vendor 1 I Remarks Wall Standards /Wall Panel System X X Millwork Light Cove x x Ammires x x CaShwrap / Backwrap eras X X Floor Facture Placement /Assembly p X X Fitting Room Accessories / Bench X : X Talet Room Accessories e c. s X • X INCLUDE HANDDRYER, CHANGING TABLE, ETC. BOH Shelving System -, ' X x BOH Standards and Miscellaneous X x INCLUDE MGR DESK, ALL OTHER SHELVING STOREFRONT I Landlord Tenant GC TCP Vendor 1 g 1 ! ! 2 1 1 1 2 3 1 Remarks Store Front Signage fx X X Other Signage X X Neutral Piers A Landlord Bulkhead X X X GC TO BRING TO NEW CONDITION PER PLAN Store Front System X X X GC TO BRING TO NEW CONDITION PER PLAN Store Front Glass X X X GC TO BRING TO NEW CONDITION PER PLAN Store front Doors / Hardware X X X GC TO BRING TO NEW CONDITION PER PLAN POST CONSTRUCTION I Landlord Tenant GC TCP Vendor I Remarks Fire Extinguishers X Fnal Clean Up/Ready for Occupancy x Post Construction Dumpsters X TCO /CO • P X Certified As M/E/P/FP Built Submittals X Warranty Information form submitted to TCP x MUST BE COMPLETED BY GC AT PUNCH All Warranty (rooks n Paperwork complete , /4.7, , x Operation Man uals X RQJET DIREGTORY PROJECT THE CHILDREN'S PLACE STORE *1322 SPACE 155 WESTFIELD SOUTHCENTER MALL 2800 SOUTCENTER MALL TUKWILA, WA, 18188 TENANT TERESA BALDUINI CONSTRUCTION PROJECT ADMINISTRATOR THE CHILDREN'S PLACE 500 PLAZA ROAD SECAUCUS, NJ 01014 PHONE (201) 453 -1112 FAX (201) 558 -2832 tbaldulnI @childrensplace.com ARCHITECT ARC VISION 1150 CRAIG ROAD, SUITE 500 ST. LOUIS, MO 63146 LANIE JOHNSON PROJECT COORDINATOR PHONE (314) 415 -2400 FAX (514) 415 -2300 (Johnson @arcv.com TENANT GOORD 1 NATOR WAYNE JOHNSON 2800 SOUTHGENTER SEATTLE, INA, 18118 PHONE (206) 114 -5485 BU 1 LD I NG DEPARTMENT CITY OF TUKWILA - DEPT. OF COMMUNITY DEVELOPMENT 6500 SOUTHGENTER BLVD. TUKWILA, WA, 18188 MALL LOCATION KEY FLAN STORE LOGAT I ON KEY FLAN r NORDSTROM c u I Doan : o ney /sc D THE CHILDREN'S PLACE STORE *1322 SPACE 155 WESTFIELD SOUTHGENTER MALL 2800 SOUTGENTER MALL TUKWILA, WA, 181 SS APPROXIMATE:DISTANGE TO PUBLIC TOILET'ROOM : 280 FT 1 GODS INFORMATION APPL I GABLE CODES: BUILDING: 2001 IBC (STATE BLDG. CODE, WAG CHAP. 51 -50) ELECTRICAL: 2006 NEC (LAWS, RULES $ REG. FOR INSTALLING ELECTRICAL WIRES $ EQUIP. (WAG) 216 -46b ENERGY: 200q WASHINGTON STATE ENERGY CODE (STATE BLDG. CODE, WAG CHAP. 51 -11) FIRE: 2001 IFG (STATE BLDG. CODE, WAG CHAP. 51 -54) MECHANICAL: 2001 IMG (STATE BLDG. CODE, WAG CHAP. 51 -52) PLUMBING: 2001 UPC (STATE BLDG CODE, WAG CHAP. 5I -56 * 51 -51) ACCESSIBILITY: ADAAG (STATE BLDG. CODE, WAG CHAP. 51 -40) OCCUPANCY: USE GROUPS: M - MERCANTILE CONSTRUCTION TYPE: 25 UNPROTECTED (FULLY SFRINKLERED) EGRESS: OCCUPANT LOAD: SALES: 2,855 5.F. / 50 S.F. PER PERSON STOCK: 565 5.F. / 500 5.F. PER PERSON TOTAL OCCUPANT LOAD CODE REQUIREMENTS : MAXIMUM TRAVEL DISTANCE TO EXIT MAXIMUM DEAD END CORRIDOR LENGTH MINIMUM CORRIDOR / AISLE WIDTH MINIMUM CLEAR OPENING OF EXIT DOORS TOTAL EGRESS WIDTH REQUIRED: .2" PER PERSON X 16 PERSONS = I1 IN. TOTAL EGRESS WIDTH PROVIDEP: 108 I N. OCCUPANT LOAD> 50 PROVIDED 2 EXITS PLUMBING CODE: PLUMBING FIXTURE CALCULATIONS WATER CLOSET REQ'D: 2 LAVATORY REQ'D: 2 MOP SINK REQ'D: 1 DRINKING FOUNTAIN REQ'D: 1 REVISIONS No changes shall be made to the scope cf work without prior approval of Tukwila Building Division. NOT.: Rev :sicns will require a new plan submittal end may include additional elan review fees. = 14 PERSONS = 2 PERSONS = 16 PERSONS 250 FT. 15 FT. 44 IN. 56 IN. PROVIDED: 2 PROVIDED: 2 PROVIDED: 1 PROVIDED: I ARCH I TEGTURAL SYM 3OL LEGEND DETAIL - NUMBER SHEET ELEVATION NOTE ARROW PARTITION DESIGNATION -DOOR. NUMBER DOOR DESIGNATION ROOMNAME ROOM# WX -I GX -I •- i- CEILING FINISH BX -I 1 FX -I -FLOOR FINISH I- W WALL FINISH WALL BASE O CENTER LINE COLUMN DESIGNATION k DIMENSION START/END LEASE LINE c- -AREA DETAILED I_011 LEVEL DATUM FINISH DESIGNATION REVISION r DETAIL DRAWING NUMBER SECTIOWPLAN DETAIL DETAIL FINISH PLAN ROOM TAG ROOMNAME ROOM# O' -O" AGT -1 CEILING FINISH CEILING HEIGHT RCP ROOM TAG A5 3REVIATIONS A.F.F. CL. /ti DWG. EQ. EXIST. F.R. GC. GYP. BD. REQ'D. TCP. TYP. Y.I.F. W.C. N.I.G. 0.C. PLYWD. ABOVE FINISH FLOOR CENTERLINE DRAWING EQUAL EXISTING FIRE RATED GENERAL CONTRACTOR GYPSUM BOARD REQUIRED THE CHILDREN'S PLACE TYPI GAL VERIFY IN FIELD WATER CLOSET NOT IN CONTRACT ON CENTER PLYWOOD 1 LIST OF DRAWINGS NO. DRAWING NAME DRAWINGS ISSUED TCP /LL REVIEW FOR PERMITS w FOR CONSTRUCTION N w w PROJECT ORIENTATION TI.0 TITLE SHEET - KEY PLANS (0 GENERAL INFORMATI ON GNI.0 GENERAL NOTES 0) GNU GENERAL PRODUCT SPEC IF 'CATIONS (0) ARCH 1 TECTURAL DI.0 DEMOLITION PLAN D2.0 MECHANICAL DEMOLITION PLAN (0) AI.0 CONSTRUCTION PLAN Al.I PARTITION TYPES AND DETAILS (®) AI .2 SCHEDULES AND DETAILS `® A2.0 FIXTURE PLAN, FIXTURE SCHEDULE (0) A2.1 FIXTURE DETAILS ( ®J A5.0 NOT USED A4.0 REFLECTED CEILING PLAN, NOTES, DETAILS A4.I SEISMIC CEILING SUPPORT DETAILS A5.0 STOREFRONT PLAN AND ELEVATION (0) A5.I STOREFRONT SECTIONS AND DETAILS (0) A6.0 NOT USED A1.0 DOOR SCHEDULE AND DETAILS A8.0 TOILET ROOM AND FITTING ROOM DETAILS (0) MECHANICAL MI.0 MECHANICAL SPECIFICATIONS (®. M2.0 MECHANICAL PLAN , M5.0 MECHANICAL DETAILS AND SCHEDULES ®. ELECTRICAL E 1.0 ELECTRICAL SPECIFICATIONS :®: EI.I ELECTRICAL SPEC IFIGATIONS (CONTINUED) E2.0 ELECTRICAL POWER AND SYSTEMS PLAN ®. E5.0 ELECTRICAL LIGHTING PLAN E4.0 ELECTRICAL SCHEDULES AND DETAILS E5.0 ELECTRICAL DETAILS ENERGY MANAGEMENT SYSTEM _EMSI.0 ENI.0.00 EMS SCHEDULE ENERGY ANALYSIS (0) (0) PLUMB I NG PI.0 PLUMBING SPEC IF 'GAT' 0115 PI.I PLUMBING SPECIFICATIONS (CONTINUED) P2.0, ENLARGED PLUMBING PLANS AND SPECIFICATIONS `®: P2.1 PLUMBING PLAN AND DETAILS SPRINKLER SP' .0 FIRE SPRINKLER SPECIFICATIONS rti SP2.0 FIRE SPRINKLER PLAN AND SCHEDULES ®) FILi COPY Peres @E r4o. ya 41- ) 7 Plan rr1.4,sw approval is subject to errors and omfs rs. Oi Construction documents does not authet.3 the : tiorl of any adopted code or ordinance. Rai 2 .t of t..2prov iota Copy and coalitions is acknowlsdg d: By Date: City Of Tukwila BUILDING DIVISION -PGIZ -z i7 REVIEWED FOR ODE COMPLIANCE APPROVED DEC 1'7 2012 City of Tukwila BUILDING DIVISION SCOPE OF IAIORK - NO CHANGE IN EGRESS OR OCCUPANCY - NO CHANGE I N USE. NO STRUCTURAL WORK. NO EXTERIOR WORK. - SELECTIVE DEMOLITION OF NON LOAD BEARING, NON RATED PARTITION WALLS AND INTERIOR FIXTURES, FINISHES. RECEIVD - PROVIDE INTERNAL NON LOAD BEARING PARTITION WALLS AND INSTALLATION OF NEW FIXTURES/FINISHES. CITY OF TU WILA - MECHANICAL - SEE MECHANICAL DRAWINGS. - PLUMBING - SEE PLUMBING DRAWINGS. DEC it 6 2012 - ELECTRICAL - SEE ELECTRICAL DRAWINGS. - RELOCATION OF SPRINKLERS TO MATCH LAYOUT PERMIT CENTER THE GENERAL CONTRACTOR AND EACH SUB TRADE WILL SE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING HI5 WORK AS APPLICABLE. WORK INDICATED OR INFERRED ON THE DRAWINGS AND OR REQUIRED FOR COMPLETE OPERATIONAL CODE COMPLIANT INSTALLATION, WILL BE DEEMED AND INCLUDED IN SUB - CONTRACTOR'S COSTS. - SEE DRAWINGS FOR FULL SCOPE OF WORK \ a ; , ^: ^ „:> ® 2011 ARGVISION, INC THIS DRAWING, THE DESIGN INDIGATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NGARB, WI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS i3Y THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR. AND /OR ALL SUB - CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE ND' GATED SIZE. THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. GOGLIA DATE ISSJ° REV DATE ICE ARCHITECT ARCHITECT, �.» � PH. ( ) 415-2400 R , RD u Sr LOUIS, FAX (314) 415-2300 3. • "cv.com STORE TYPE 2010 -10 TEGH 2 - E3 INS PROJECT THE e / ' CHILDRENS < Y "A . x STORE 1322 SOUTHCENTER MALL SEATTLE, INA 18188 10/26/11 - TCP RE:VI6'N #I Al 10/26/11 - LL REV I E N #1 ?' PROJECT SQUARE FOOTAGE SALES SUPFORT TOTAL 2833 SE 565 SE 6897 REGISTE ' ARCHITE , / r � /►�. REDERICK J. GrtLIA STATE OF WASHI GTON ia2 5 -/a- 1 I /0'1/I 2 - FOR fi ERM I T - - - - - - - - _.._ ---------------------- - - - - -- - - - 33 5 5E SCALE AS NOTED DRAWN BY JL.' SHEET TITLE TITLES T KEY FLANS SHEET NUMBER ARGVISION PROJECT # I2OciQS CHECKED BY LLJ SECTION 22000 - PLUMBING GENERAL CONDITIONS PART 1 GENERAL 1.01 APPLICABIUTY A. 'THIS SECTION SUPPLEMENTS ALL SECTIONS OF THE SPEaFTCATTONS FOR DIVISON 22 AND SHALL APPLY TO ALL PHASES OF WORK HEREINAFTER SPECIFIED, SHOWN ON 111E DRAVANGS, OR REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF APPROVED PLUMBING SYSTEMS. 1.02 DEFINITIONS A. "WORK" IS HEREBY DEFINED AS, THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS WHETHER COMPLETED OR PARTIALLY COMPLETED AND INCLUDES ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES PROVIDED OR TO BE PROVIDED BY TFIE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBUGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT. B. 'FURNISH " IS HEREBY DEFINED AS, ''TO SUPPLY AND DEUVER, UNLOAD, AND INSPECT FOR DAMAGE." C. "INSTALL" IS HEREBY DEFINED AS, "TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH, CURE, PROTECT, CLEAN, CONNECT, AND PLACE INTO OPERATION INTO THE WORK." D. 'IPROVIDE' IS HEREBY DEFINED AS, "TO FURNISH AND INSTALL" E. "CONNECT IS HEREBY DEFINED AS. ''TO BRING SERVICE TO TFIE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING NECESSARY SWITCHES, OUTLETS, BOXES, TERMINATIONS, ETC." F. "CONCEALED" IS HEREBY DEFINED AS, "HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, HUNG CETUNGS, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES, OR BURIED." G. "EXPOSED" IS HEREBY DEFINED AS, "NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED BY THE SPEaFICATIONS." H. 11DRAWINGS" IS HEREBY DEFINED AS, ALL PLANS, DETAILS, EQUIPMENT SCHEDULES, DIAGRAMS, SKETCHES, ETC. ISSUED FOR THE CONSTRUCTION OF THE WORK." I. SUBGRADE ELEVATIONS: 4 INCHES BELOW FINISH GRADE ELEVATIONS INDICATED ON DRAWINGS, UNLESS OTHERWISE INDICATED. J. FINISH GRADE ELEVATIONS: 4 INCHES ABOVE SUBGRADE ELEVATIONS INDICATED ON DRAWINGS, UNLESS OTHERWISE INDICATED. 1.03 CODES AND STANDARDS A. PERFORM WORK IN ACCORDANCE VATH THE APPUCABLE BUILDING CODE, ELECTRICAL CODE, FIRE CODE, MECHANICAL CODE, PLUMBING CODE, ENERGY CODE, AND ALL OTHER APPUCABLE CODES, AMENDMENTS, AND ORDINANCES. ALSO PERFORM ALL WORK IN ACCORDANCE VATH THE AMERICANS VATH DISABIUTTES ACT (ADA) AND THE AU'THORITY HAVING JURISDICTION (AHJ) INCLUDING FIRE MARSHAL(S). B. PERFORM WORK IN ACCORDANCE WITH LANDLORD REQUIREMENTS, INCLUDING ANY TENANT CRITERIA MANUALS, WHERE APPUCABLE.1 C. PERFORM WORK IN ACCORDANCE WITH THE APPUCABLE UTIUTY COMPANIES SERVING THE PROJECT. MAKE ALL ARRANGEMENTS VATH THE UTIIJTY COMPANIES FOR PROPER COORDINATION OF THE WORK. D. RECOGNIZED STANDARDS: DESIGN, MANUFACTURE, TESTING AND METHOD OF INSTALLATION OF ALL APPARATUS AND MATERIALS FURNISHED UNDER THE REQUIREMENTS OF THESE SPEaFICATIONS SHALL CONFORM TO THE LATEST PUBUCATIONS OR STANDARD RULES OF UNDERWRITERS LABORATORIES, INC. (U.L), AMERICAN SOCIETY FOR 'TESTING AND MATERIALS (ASTIA), AMERICAN NATIONAL STANDARDS INSTRUTE (ANSI), AND NATIONAL ELECTRICAL CODE (NEC). E. THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE WHERE THE CONTRACT DOCUMENTS EXCEED CODE. LANDLORD, UTIUTY, OR RECOGNIZED STANDARDS REQUIREMENTS. 1.04 PERMITS AND FEES A. PERMITS. UCENSES, FEES, INSPECTIONS AND ARRANGEMENTS REQUIRED FOR THE WORK UNDER THIS CONTRACT SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE, UNLESS OTHERWISE INDICATED. 1.05 CONTRACT DRAWINGS A. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN, FULLY UNDERSTAND, AND COORDINATE THE WORK VATH THE COMPLETE SET OF CONTRACT DOCUMENTS. ANY REQUIRED CORRECTIONS, INCLUDING AU. ASSOCIATED COSTS, ARISING FROM ISSUES CAUSED BY THE CONTRACTOR'S FAILURE TO UNDERSTAND AND/OR COORDINATE THE WORK VATH THE COMPLETE SET OF CONTRACT DOCUMENTS ARE THE CONTRACTOR'S SOLE RESPONSIBIUTY. B. WORK UNDER THESE SECTIONS IS DIAGRAMMATIC UNLESS INDICATED OTHERWISE AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF PIPING, EQUIPMENT, AND ACCESSORIES. FOLLOW THESE DRAWINGS IN LAYING OUT THE WORK AND VERIFY SPACES FOR THE INSTALLATION OF THESE MATERIALS AND EQUIPMENT. WHEREVER A QUESTION EXISTS AS TO THE EXACT INTENDED LOCATION OF PIPE, SPRINKLERS, OR EQUIPMENT, OBTAIN INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING !MTh THE WORK. C. NOTIFY THE ARCHITECT FOR RESOWTION IF A DISCREPANCY IS DISCOVERED VATHIN THE CONTRACT DOCUMENTS. FAILURE OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF DISCREPANaES SHALL RESULT IN THE RESOWTION BECOMING THE CONTRACTOR'S RESPONSIBILITY AND SUBJECT TO THE ARCHITECT'S REVEW AND POSSIBLE REECTION. SHOULD THE ARCHITECT REJECT A DISCREPANCY RESOLUTION OF WHICH THEY WERE NOT NOTIFIED, THE CONTRACTOR IS FULLY RESPONSIBLE TO CORRECT THE INSTALLATION, INCLUDING ALL ASSOCIATED COSTS, UNTIL APPROVAL OF THE INSTALLATION IS GIVEN BY THE ARCHITECT. 1.06 EXISTING CONDITIONS A. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. B. ANY EXISTING CONDITIONS INDICATED IN THE CONTRACT DOCUMENTS ARE BASED ON INFORMATION DRAWINGS PROVIDED BY OTHERS AND POSSIBLY UNITED FIELD VERIFICATION. 'THE CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. C. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, REVIEW EXISTING CONDITIONS AGAINST 'THE CONTRACT DOCUMENTS, AND FAMILIARIZE HIMSELF WTH THE WORK PRIOR TO BIDDING AND START OF THE WORK. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THE SITE VISIT HAS BEEN COMPLETED AND THE EXISTING CONDITIONS ARE ACCEPTED. D. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF MAJOR DISCREPANCIES IN MING SO THE APPROPRIATE MODIFICATIONS TO THE DESIGN CAN BE MADE WITHOUT DELAY TO THE PROJECT. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF ADJUSTING FOR DISCREPANCIES OF WHICH THE ARCHITECT IS NOT INFORMED. 1.07 SUBMITTALS A. SUBMMALS ARE REVIEWED ONLY FOR GENERAL COMPUANCE WITH THE CONTRACT DOCUMENTS. DIMENSIONS, QUANTITIES AND DETAILS ARE NOT CHECKED DURING SUBMITTAL REVIEW. REVIEW OF THE SUBMITTALS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBIUTY FOR PROVIDING ALL MATERIALS, EQUIPMENT AND ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM MEETING THE REQUIREMENTS OF THE PROJECT AND THE INTENT OF THE CONTRACT DOCUMENT& THE RESPONSBIUTY FOR COORDINATION OF SUBSTITUTED MATERIALS AND EQUIPMENT UES SOLELY VATH THE SUBSTITUTING CONTRACTOR. B. PRODUCT DATA: PROVIDE MANUFACTURERS CATALOGUE INFORMATION. INDICATE VALVE DATA AND RATINGS. C. PROJECT RECORD DOCUMENTS: RECORD ACTUAL LOCATIONS OF COMPONENTS AND TAG NUMBERING. D. OPERATION AND MAINTENANCE DATA: INCLUDE INSTALLATION INSTRUCTIONS AND SPARE PARTS USTS. E. MAINTENANCE DATA: INCLUDE ASSEMBLY DRAWINGS, BEARING DATA INCLUDING REPLACEMENT SIZES, AND LUBRICATION INSTRUCTIONS. 1.08 QUAUTY ASSURANCE A. MANUFACTURER QUAUFTCATIONS: COMPANY SPECIAUZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM FIVE YEARS EXPERIENCE. B. INSTALLER QUAUFICATTONS: COMPANY SPECIAUONG IN PERFORMING THE WORK OF THIS SECTTON VAN MINIMUM FIVE YEARS EXPERIENCE. APPROVED BY MANUFACTURER. C. PRODUCTS: 1. USTED AND CLASSFTED BY UNDERWRITERS LABORATORIES INC. AS SUITABLE FOR THE PURPOSE SPEaFIED AND INDICATED. 2. USTED AND CLASSIFIED BY 'THE NEW YORK CITY DEPARTMENT OF BUILDINGS AND FURNISHED WITH A MATERIALS AND ACCEPTANCE (MEA) NUMBER, WHERE APPUCABLE. D. ALL EQUIPMENT AND COMPONENTS SHALL BE FREE OF ALL RUST/CORROSON OR ANY VISIBLE DAMAGE. AU_ ITEMS NOT COMPLYING WITH THIS REQUIREMENT SHALL BE REPLACED VATHOUT ANY CHANGE IN THE CON-TRACT AMOUNT. E. EQUIPMENT PERFORMANCE AND ACCESSORIES SHALL BE AS SCHEDULED ON THE DRAVANGS AND SPEaFTED HEREIN. INCLUSION IN BOTH LOCATIONS IS NOT A PREREQUISITE TO INCLUSION IN THE CONTRACT. EQUIPMENT AND ACCESSORIES SPECIFIED IN EITHER LOCATION SHALL BE INCWDED IN THE CONTRACT. PROVIDE ALL NECESSARY ACCESSORIES AND CONNECTIONS AS REQUIRED FOR A COMPLETE, FUNCTIONAL SYSTEM, INCLUDING ALL REQUIRED COMPONENTS REASONABLY INFERRED TO AS NECESSARY ALTHOUGH SUCH COMPONENTS MAY OR MAY NOT BE SPEaF1CALLY INDICATED ON THE DRAWINGS OR WITHIN THE SPECIFICATIONS. F. CODE OR UTILITY COMPANY REQUIREMENTS SHALL SUPERSEDE ANY CONFLICTING REQUIREMENTS OF THIS SECTION. G. ALL COMPOSITION TEST REPORTS: RESULTS OF LABORATORY TESTS ON ACTUAL MATERIALS USED; COMPACTION DENSITY TEST REPORTS. 1.09 DELIVERY, STORAGE, AND HANDLING A. DEUVER AND STORE VALVES IN SHIPPING CONTAINERS, VATH LABEUNG IN PLACE. B. PROVIDE TEMPORARY PROTECTIVE COATING ON CAST IRON AND STEEL VALVES. C. PROVIDE TEMPORARY END CAPS AND CLOSURES ON PIPING AND FITTINGS. MAINTAIN IN PLACE UNTIL INSTALLATION. D. PROTECT MOTORS STORED ON SITE FROM WEATHER AND MOISTURE BY MAINTAINING FACTORY COVERS AND SUITABLE WEATHER-PROOF COVERING. FOR EXTENDED OUTDOOR STORAGE, REMOVE MOTORS FROM EQUIPMENT AND STORE SEPARATELY. 1.10 WARRANTY AND GUARANTEE A. PROVIDE FIVE YEAR MANUFACTURER WARRANTY FOR DOMESTIC WATER HEATERS AND PACKAGED WATER HEATING SYSTEMS.2 B. PROVIDE ONE YEAR MANUFACTURER WARRANTY FOR PUMPS.3 PART 2 PRODUCTS 2.01 SUBSTITUTIONS A. THE MANUFACTURERS USTED ARE USTED TO SET MINIMUM STANDARDS FOR QUALITY, DESIGN, AND FUNCTIONALITY. THE PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBMITTED, AT THE CONTRACTOR'S OPTION, DURING SHOP DRAVANG REVIEW UNLESS INDICATED OTHERWISE. THE PRODUCTS OF OTHER MANUFACTURERS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR COSTS AND COORDINATION ISSUES ARISING OUT OF THE SUBSTITUTION OF MATERIALS OR EQUIPMENT, AND THE COORDINATION OF SUCH SUBSTITUTIONS WITH ALL OTHER CONTRACTORS AND SUBCONTRACTORS. B. THE CONTRACTOR MAY USE ANY OF THE FOLLOWING PIPING MATERIALS. AT HIS OPTION, PROVIDED THE SELECTED MATERIAL MEETS WTH THE APPROVAL OF ALL STATE, LOCAL AUTHORMES AND ANY UTIUTY COMPANY REQUIREMENTS. VERIFICATION OF COMPLIANCE OF THE SELECTED PIPING MATERIAL IS THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. PART 3 EXECUTION 3.01 COORDINATION OF WORK A. EXAMINE THE CONTRACT DOCUMENTS AS A WHOLE FOR THE WORK OF OTHER TRADES. COORDINATE ALL WORK ACCORDINGLY. B. PROMPTLY REPORT TO THE ARCHITECT ANY DELAY OR DIFFICULTIES ENCOUNTERED IN THE INSTALLATION OF THE WORK, WHICH MIGHT PREVENT PROMPT AND PROPER INSTALLATION, OR MAKE IT UNSUITABLE TO CONNECT WITH OR RECEIVE THE WORK OF OTHERS. FAILURE TO SO REPORT SHALL CONSTITUTE AN ACCEPTANCE OF THE WORK OF OTHER TRADES AS BEING FIT AND PROPER FOR THE EXECUTION OF THIS WORK. C. PLAN, LAY OUT, AND COORDINATE THE WORK VATFI ALL TRADES WELL ENOUGH IN ADVANCE SO THAT IT PROCEEDS VATH A MINIMUM OF INTERFERENCE TO WORK THAT HAS NOT BEEN COMPLETED AND WORK THAT IS IN PROGRESS. INFORM ALL TRADES OF OPENINGS REQUIRED FOR THE WORK AND PROVIDE ALL SPEaAL FRAMES, SLEEVES, AND ANCHOR BOLTS REQUIRED. THE FIRE SUPPRESSION SYSTEM LAYOUT MAY BE ALTERED TO SUIT THE CONDITIONS, PRIOR TO THE INSTALLATION OF ANY WORK AND WITHOUT ADDITIONAL COST TO THE OWNER. CONFUCTS ARISING FROM LACK OF COORDINATION SHALL BE THIS CONTRACTOR'S RESPONSIBIUTY. D. PERFORM ALL WORK IN CONFORMITY WIN THE CONTRACT DOCUMENTS AND AFFORD OTHER TRADES REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK. PROPERLY CONNECT AND COORDINATE THIS WORK VATH THE WORK OF OTHER TRADES AT SUCH 'UNE AND IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE VATH THEIR WORK. 3.02 EXAMINAllON A. VERIFY FIELD MEASUREMENTS ARE AS INDICATED ON THE DRAWINGS. B. VERIFY ALL PIPE LOCATIONS AND SIZES IN FIELD PRIOR TO FABRICATION OR INSTALLATION. - 3.03 INTERFACE WITH OTHER PRODUCTS A. INSTALL ALL PIPE. EQUIPMENT, AND ACCESSORIES TO PRESERVE FIRE RESISTANCE RATING OF PARTMONS AND OTHER ELEMENTS, USING MATERIALS AND METHODS SPECIFIED. 3.04 FIELD QUAUTY CONTROL A. PROViDE TESTS AS NECESSARY TO ESTABUSH THE ADEQUACY, QUALITY, SAFETY, COMPLETED STATUS, AND SUITABLE OPERATION OF EACH SYSTEM. TESTS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE ARCHITECT. 3.05 CLEANING AND REPAIR A. CLEAN FIRE SUPPRESSION PARTS TO REMOVE HARMFUL MATERIALS. B. CLEAN EXPOSED SURFACES OF ALL PIPE, EQUIPMENT, AND ACCESSORIES OF ALL DIRT, DEBRIS, SPLATTER, AND OTHER DELETERIOUS MATERIALS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR CLEANING AS APPUCABLE. C. REPAIR OR REPLACE DAMAGED PIPE, EQUIPMENT, AND ACCESSORIES, AS DIRECTED BY AND TO THE SATISFACTION OF THE ARCHITECT, VA-ERE MARRING OR DISFIGUREMENT HAS OCCURRED. ALL PIPE, EQUIPMENT, AND ACCESSORIES SHALL BE NEW. 3.06 PROJECT CLOSEOUT A. PROJECT RECORD DOCUMENTS: AT PROJECT CLOSEOUT, PROVIDE ONE PRINTED COPY AND ONE ELECTRONIC COPY OF PROJECT RECORD DRAWINGS TO THE OWNER. INFORMATION CONTAINED ON PROJECT RECORD DRAWINGS SHALL INCLUDE, AS A MINIMUM,: 1. ACTUAL LOCATIONS OF ALL PIPE, EQUIPMENT, ACCESSORIES, ETC. 2. ACTUAL PIPE SIZES AND ELEVATIONS. 3. ACTUAL ROUTING OF ALL UNDERFLOOR OR BELOW GRADE PIPING. 4. HYDRAUUC CALCULATION REMOTE AREA DATA AND ASSOCIATED FLOW TEST INFORMATION. B. OPERATION AND MAINTENANCE DATA: AT PROJECT CLOSEOUT, SUBMIT TO THE ARCHITECT T■VO COPIES OF DESCRIPTIVE UTERATURE, MAINTENANCE AND OPERATION DATA FOR ALL PIPING, EQUIPMENT, ACCESSORIES, AND MATERIALS USED. INCLUDE MAINTENANCE PROCEDURES, INTERVALS, AND PARTS UST OF EACH ITEM INSTALLED UNDER THIS CONTRACT. INCLUDE ALL MANUFACTURER'S GUARANTEES AND WARRANTIES. ALSO INCLUDE: END OF SECTION SECTION 220501 - 'TRENCHING AND BACKFTLL FOR PLUMBING SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. BACKF1WNG AND COMPACTING FOR UTTUTIES INSIDE AND OUTSIDE THE BUILDING. 1.02 PROJECT CONDITIONS A. PROVIDE SUFFICIENT QUANTITIES OF FILL TO MEET PROJECT SCHEDULE AND REQUIREMENTS. WHEN NECESSARY. STORE MATERIALS ON SITE IN ADVANCE OF NEED. B. WHEN FILL MATERIALS NEED TO BE STORED ON SITE, LOCATE STOCKPILES WHERE DESIGNATED; SEPARATE DIFFERING MATERIALS VATH DIVIDERS OR STOCKPILE SEPARATELY TO PREVENT INTERMIXING; PREVENT CONTAMINATION; PROTECT STOCKPILES FROM EROSION AND DETERIORATION OF MATERIALS. C. VERIFY THAT SURVEY BENCH MARKS AND INTENDED ELEVATIONS FOR THE WORK ARE AS INDICATED. D. PROTECT BENCH MARKS, SURVEY CONTROL POINTS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING, AND CURBS FROM EXCAVATING EQUIPMENT AND VEHICULAR TRAFFIC. E. CODE REQUIREMENTS SHALL SUPERCEDE ANY CONFUCTING REQUIREMENTS OF THIS SECTION. PART 2 PRODUCTS 2.01 ALL MATERIALS A. GENERAL ALL SUBSOIL EXCAVATED ON-SITE GRADED; FREE OF LUMPS LARGER THAN 3 INCHES, ROCKS LARGER THAN 2 INCHES, AND DEBRIS. B. STRUCTURAL FILL SUBSOIL EXCAVATED ON-SITE; GRADED; FREE OF LUMPS LARGER THAN 3 INCHES, ROCKS LARGER 'THAN 2 INCHES, AND DEBRIS. C. GRANULAR FILL - GRAVEL: PIT RUN STONE; FREE OF SHALE, CLAY, FRIABLE MATERIAL AND DEBRIS. D. GRANULAR FILL - PEA GRAVEL: NATURAL STONE FREE OF CLAY, SHALE, ORGANIC MATTER. E. SAND: NATURAL RIVER OR BANK SAND; FREE OF SILT, CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER. F. TOPSOIL: TOPSOIL EXCAVATED ON-SITE; SELECT; FREE OF ROOTS, ROCKS LARGER THAN 1/2 INCH, SUBSOIL, DEBRIS, LARGE WEEDS AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING A MINIMUM OF 4 PERCENT AND A MAXIMUM OF 25 PERCENT INORGANIC MATTER. PART 3 EXECUTION 3.01 EXAMINATION A. IDENTIFY REQUIRED UNES, LEVELS, CONTOURS, AND DATUM LOCATIONS. B. LOCATE, IDENTIFY, AND PROTECT UTILITIES AND CONSTRUCTION THAT REMAINS AND PROTECT FROM DAMAGE. 3.02 TRENCHING A. NOTIFY ENGINEER OF UNEXPECTED SUBSURFACE CONDITIONS AND DISCONTINUE AFFECTED WORK IN AREA UNTIL NOTIFIED TO RESUME WORK. B. SLOPE BANKS OF EXCAVATIONS DEEPER THAN 4 FEET TO ANGLE OF REPOSE OR LESS UNTIL SHORED. C. DO NOT INTERFERE WITH 45 DEGREE BEARING SPLAY OF FOUNDATIONS. D. CUT TRENCHES WIDE ENOUGH TO ALLOW INSPECTION OF INSTALLED UTILITIES. E. HAND TRIM EXCAVATIONS. REMOVE LOOSE MATTER. F. REMOVE LARGE STONES AND OTHER HARD MATTER WHICH COULD DAMAGE PIPING OR IMPEDE CONSISTENT BACKFILUNG OR COMPACTION. G. REMOVE LUMPED SUBSOIL BOULDERS, AND ROCK UP TO 1/3 CU YD MEASURED BY VOLUME. H. REMOVE EXCAVATED MATERIAL THAT IS UNSUITABLE FOR RE-USE FROM SITE. I. STOCKPILE EXCAVATED MATERIAL TO BE RE-USED IN AREA DESIGNATED ON STE. 3.03 PREPARATION FOR UTILITY PLACEMENT A. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE. BACKALL WITH GENERAL ALL B. COMPACT SUBGRADE TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR ' SUBSEQUENT FILL MATERIAL C. UNTIL READY TO BACKFILL, MAINTAIN EXCAVATIONS AND PREVENT LOOSE SOIL FROM FAWNG INTO EXCAVATION. 3.04 BACKFILLING A. FILL UP TO FINISH GRADE OR SLAB ELEVATIONS UNLESS OTHERWISE INDICATED. B. SYSTEMATICALLY FILL TO ALLOW MAXIMUM TIME FOR NATURAL SETTLEMENT. DO NOT ALL OVER POROUS, WET, FROZEN OR SPONGY SUBGRADE SURFACES. C. GRANULAR FILL: PLACE AND COMPACT MATERIALS IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8 INCHES COMPACTED DEPTH. D. SOIL FILL: PLACE AND COMPACT MATERIAL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8 INCHES COMPACTED DEPTH. E. SLOPE GRADE AWAY FROM BUILDING MINIMUM 2 INCHES IN 10 FT, UNLESS NOTED OTHERWISE. MAKE GRADUAL GRADE CHANGES. BLEND SLOPE INTO LEVEL AREAS. F. THRUST BEARING SURFACES: FILL PATH CONCRETE G. COMPACTION DENSITY UNLESS OTHERWISE SPECIFIED OR INDICATED: UNDER PAVING, SLABS-ON-GRADE, AND SIMILAR CONSTRUCTION: 97 PERCENT OF MAXIMUM DRY DENSITY; AT OTHER LOCATIONS: 95 PERCENT OF MAXIMUM DRY DENSITY. H. RESHAPE AND RE-COMPACT FILLS SUBJECTED TO VEHICULAR 'TRAFFIC. 3.05 BEDDING AND FILL AT SPECIFIC LOCATIONS A. USE GENERAL FILL UNLESS OTHERWISE SPECIFIED OR INDICATED. B. UTIUTY PIPING, CONDUITS, AND DUCT BANK: BEDDING: USE GRANULAR 9U-; COVER 'MTh GENERAL FILL; FILL UP TO FINISH GRADE ELEVATION; COMPACT IN MAXIMUM 8 INCH LIFTS TO 95 PERCENT OF MAXIMUM DRY DENSITY. C. OVER SUBDRAINAGE PIPING AT FOUNDATION PERIMETER AND UNDER SLABS: DRAINAGE FILL AND GEOTEXTILE FABRIC; COVER DRAINAGE FILL WITH GENERAL FILL; FILL. UP TO FINISH GRADE ELEVATION; COMPACT TO 95 PERCENT OF MAXIMUM DRY DENSITY. 3.06 TOLERANCES A. TOP SURFACE OF GENERAL BACKFILUNG: PLUS OR MINUS 1 INCH FROM REQUIRED ELEVATIONS. B. TOP SURFACE OF BACKAWNG UNDER PAVED AREAS: PLUS OR MINUS 1 INCH FROM REQUIRED ELEVATIONS. 3.07 FIELD QUALITY CONTROL A. PERFORM COMPACTION DENSITY TESTING ON COMPACTED FILL IN ACCORDANCE VATH ASTRA D1556, ASTM D2167, ASTM D2922, OR ASTM D3017. B. EVALUATE RESULTS IN RELATION TO COMPACTION CURVE DETERMINED BY TESTING UNCOMPACED MATERIAL IN ACCORDANCE VATH ASTM D 698 ("STANDARD PROCTOR"), ASTM D 1557 ("MODIFIED PROCTOR"), OR AASHTO T 180. C. IF TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST. 3.08 CLEAN-UP A. LEAVE UNUSED MATERIALS IN A NEAT, COMPACT STOCKPILE. B. REMOVE UNUSED STOCKPILED MATERIALS, LEAVE AREA IN A CLEAN AND NEAT CONDMON. GRADE STOCKPILE AREA TO PREVENT STANDING SURFACE WATER. C. LEAVE BORROW AREAS IN A CLEAN AND NEAT CONDITION. GRADE TO PREVENT STANDING SURFACE WATER. END OF SEC11ON4 SECTTON 220516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. FLEXIBLE PIPE CONNECTORS; EXPANSION JOINTS AND COMPENSATORS; PIPE LOOPS, OFFSETS. AND SWING JOINTS. PART 2 PRODUCTS 2.01 FLEXIBLE PIPE CONNECTORS - COPPER PIPING A. MANUFACTURER: MERCER RUBBER COMPANY; METRAFLEX COMPANY. B. INNER HOSE: BRONZE; EXTERIOR SLEEVE BRAIDED BRONZE; PRESSURE RATING: 125 PSI AND 450 DEGREES F; JOINT: AS SPECIFIED FOR PIPE JOINTS; SIZE USE PIPE SIZED UNITS; MAXIMUM OFFSET: 1 INCH ON EACH SIDE OF INSTALLED CENTER LINE; APPUCATION: COPPER PIPING. 2.02 EXPANSION JOINTS - STAINLESS STEEL BELLOWS TYPE A. MANUFACTURERS: MERCER RUBBER COMPANY; METRAFLEX COMPANY. B. PRESSURE RATING: 200 PSI AND 250 DEGREES F; MAXIMUM COMPRESSION: 3 INCHES; MAXIMUM EXTENSION: 1/4 INCH; JOINT: AS SPECIFIED FOR PIPE JOINTS; SIZE: USE PIPE SIZED UNITS; APPUCATION: STEEL PIPING 3 INCHES AND UNDER. 2.03 EXPANSION JOINTS - EXTERNAL RING CONTROLLED STAINLESS STEEL BELLOWS TYPE A. MANUFACTURERS: MERCER RUBBER COMPANY; METRAFLEX COMPANY. B. PRESSURE RATING: 200 PSI AND 250 DEGREES n MAXIMUM COMPRESSION: 1- 1/4 INCHES; MAXIMUM EXTENSION: 3/8 INCH; MAXIMUM OFFSET: 5/16 INCH; JOINT: FLANGED; SIZE USE PIPE SIZED UNITS; ACCESSORIES: INTERNAL FLOW UNER; APPUCATTON: STEEL PIPING OVER 2 INCHES. 2.04 ACCESSORIES A. STAINLESS STEEL PIPE ASTM A 269; PIPE AUGNMENT GUIDES: Two PIECE WELDED STEEL W171-1 ENAMEL PAINT, BOLTED, WITH SPIDER TO FIT STANDARD PIPE, FRAME VATH FOUR MOUNTING HOLES, CLEARANCE FOR MINIMUM 1 INCH THICK INSULATION, MINIMUM 3 INCHES TRAVEL; SVAVEL JOINTS: FABRICATED STEEL OR BRONZE BODY AS APPROPRIATE FOR THE SPECIFIED PIPING MATERIAL, DOUBLE BALL BEARING RACE, FIELD LUBRICATED, IMTH RUBBER (BUNA-N) 0- RING SEALS. PART 3 EXECUTION 3.01 INSTALLATION A. INSTALL IN ACCORDANCE VATFI MANUFACTURER'S INSTRUCTIONS. B. INSTALL IN ACCORDANCE VATH EJMA (EXPANSION JOINT MANUFACTURERS ASSOCIATION) STANDARDS. C. INSTALL FLEXIBLE PIPE CONNECTORS ON PIPES CONNECTED TO VIBRATION ISOLATED EQUIPMENT. PROVIDE UNE SIZE FLEXIBLE CONNECTORS. D. INSTALL FLEXIBLE CONNECTORS AT RIGHT ANGLES TO DISPLACEMENT. INSTALL ONE END IMMEDIATELY ADJACENT TO ISOLATED EQUIPMENT AND ANCHOR OTHER END. INSTALL IN HORIZONTAL PLANE UNLESS INDICATED OTHERWSE. E. ANCHOR PIPE TO BUILDING STRUCTURE WHERE INDICATED AND AS REQUIRED TO CONTROL DETRIMENTAL MOVEMENT OF PIPING. PROVIDE PIPE GUIDES SO MOVEMENT IS DIRECTED ALONG AXIS OF PIPE ONLY. ERECT PIPING SUCH THAT STRAIN AND WEIGHT IS NOT ON CONNECTIONS OR APPARATUS. F. PROVIDE SUPPORT AND EQUIPMENT REQUIRED TO CONTROL EXPANSION AND CONTRACTION OF PIPING. PROVIDE LOOPS, PIPE OFFSETS, AND SWING JOINTS, OR EXPANSION JOINTS WiERE REQUIRED. G. CONTRACTOR MAY SUBSTITUTE GROOVED PIPING FOR VIBRATION ISOLATED EQUIPMENT INSTEAD OF FLEXIBLE CONNECTORS. GROOVED PIPING NEED NOT BE ANCHORED. END OF SECTION SECTION 220519 - METERS AND GAGES FOR PLUMBING PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. POSITIVE DISPLACEMENT METERS; HEAT CONSUMPTION METERS; UQUID FLOW METERS; PRESSURE GAGES AND PRESSURE GAGE TAPS; THERMOMETERS AND THERMOMETER WELLS; STATIC PRESSURE GAGES; ALTER GAGES. PART 2 PRODUCTS 2.01 MANUFACTURERS: MANUFACTURERS: DWYER INSTRUMENTS, INC; FMC TECHNOLOGIES; VENTURE MEASUREMENT COMPANY; MCCROMETER; MOELLER INSTRUMENT CO., INC; OMEGA ENGINEERING, INC. 2.02 POSITIVE DISPLACEMENT METERS (UQUID) A. AINVIA C700, POSITIVE DISPLACEMENT DISC TYPE SUITABLE FOR FLUID VATH BRONZE CASE AND CAST IRON MOST-PROOF, BREAKAWAY BOTTOM CAP, HERMETICALLY SEALED REGISTER, REMOTE READING TO AWVIA C706. B. METER: BRASS BODY TURBINE METER VATH MAGNETIC DRIVE REGISTER; ACCURACY: 1-1/2 PERCENT. 2.03 HEAT CONSUMPTION METERS A. METER: BRASS BODY TURBINE METER NTH MAGNETIC DRIVE REGISTER, PLATINUM TEMPERATURE SENSORS; MAXIMUM SERVICE TEMPERATURE: 200 DEGREES F; ACCURACY: 1-1/2 PERCENT; MAXIMUM COUNTER READING: 1 MILLION BTUH; POWER: UTHIUM BATTERY. 2.04 LIQUID FLOW METERS A. CAUBRATED VENTURI ORIFICE PLATE AND FLANGES WTH VALVED TAPS, CHART FOR CONVERSION OF DIFFERENTIAL PRESSURE READINGS TO FLOW RATE, WTH PRESSURE GAGE IN CASE. B. ANNULAR ELEMENT FLOW STATIONS VATH METER SET. 1. MEASURING STATION: TYPE 316 STAINLESS STEEL PITOT TYPE FLOW ELEMENT INSTALLED IN THREADED NIPPLE PIPE SECTION, %MTH SAFETY SHUT-OFF VALVES AND QUICK COUPUNG CONNECTIONS, AND PERMANENT METAL TAG INDICATING DESIGN FLOW RATE, READING FOR DESIGN FLOW RATE, METERED FLUID, UNE SIZE, STATION OR LOCATION NUMBER; PRESSURE RATING: 275 PSI; MAXIMUM TEMPERATURE 400 DEGREES F; ACCURACY: PLUS 0.55 PERCENT TO MINUS 2.30 PERCENT. 2. PORTABLE METER SET: DRY SINGLE DIAPHRAGM TYPE PRESSURE GAGE WITH 6 INCH DIAL POINTER, STAINLESS STEEL %VETTED METAL PARTS, VARIABLE PULSATION DAMPER, EQUALIZING VALVE, TV/0 BLEED VALVES, AND MASTER CHART FOR DIRECT CONVERSION OF METER READINGS TO FLOW RATE, MOUNTED IN RUST-PROOF CARRYING CASE VATH TWO TEN FOOT LONG RUBBER TEST HOSES VATH BRASS VALVES OR QUICK CONNECTIONS FOR MEASURING STATIONS. 2.05 PRESSURE GAGES A. PRESSURE GAGES: ASME B40.100, UL 393 DRAWN STEEL CASE, PHOSPHOR BRONZE BOURDON TUBE. ROTARY BRASS MOVEMENT, BRASS SOCKET, VATH FRONT RECAUBRATTON ADJUSTMENT, BLACK SCALE ON WHITE BACKGROUND; CASE STEEL WITH BRASS BOURDON TUBE SIZE: 2 INCH DIAMETER; LENS: CLEAR GLASS; MID-SCAM ACCURACY: TWO PERCENT; SCALE: PSI AND KPA. 2.06 PRESSURE GAGE TAPPINGS A. GAGE COCK: TEE OR LEVER HANDLE, BRASS FOR MAXIMUM 150 PSI. B. NEEDLE VALVE: BRASS, 1/4 INCH NPT FOR MINIMUM 150 PSI. C. PULSATION DAMPER: PRESSURE SNUBBER, BRASS WITH 1/4 INCH CONNECTIONS. D. SYPHON: BRASS. 1/4 INCH ANGLE OR STRAIGHT PATTERN. 2.07 STEM TYPE 'THERMOMETERS A. THERMOMETERS - ADJUSTABLE ANGLE: RED- OR BLUE-APPEARING NON-TOXIC UQUID IN GLASS; ASTM E 1; LENS FRONT TUBE, CAST ALUMINUM CASE WITH ENAMEL FINISH, CAST ALUMINUM ADJUSTABLE JOINT VATFI POSITIVE LOCKING DEVICE; ADJUSTABLE 360 DEGREES IN HORIZONTAL PLANE, 180 DEGREES IN VERTICAL PLANE; SIZE: 7 INCH SCALE; WINDOW: CLEAR LEXAN; STEM: 3/4 INCH NPT BRASS; ACCURACY: 2 PERCENT; CALIBRATION: DEGREES F AND DEGREES C. 2.08 DIAL THERMOMETERS A. THERMOMETERS - ADJUSTABLE ANGLE: DIAL TYPE BIMETAIJJC ACTUATED; ASTM E 1; STAINLESS STEEL CASE, ADJUSTABLE ANGLE WTH FRONT RECALIBRATTON, SIUCONE FLUID DAMPING, WHITE WITH BLACK MARKINGS AND BLACK POINTER, HERMETTCAU-Y SEALED LENS, STAINLESS STEEL STEM; SIZE: 3 INCH DIAMETER DIAL LENS: CLEAR LEXAN; ACCURACY: 1 PERCENT; CALIBRATION: DEGREES F AND DEGREES C. 2.09 THERMOMETER SUPPORTS A. SOCKET: BRASS SEPARABLE SOCKETS FOR THERMOMETER STEMS WITH OR WITHOUT EXTENSIONS AS REQUIRED. AND WITH CAP AND CHAIN. B. FLANGE: 3 INCH OUTSIDE DIAMETER REVERSIBLE FLANGE, DESIGNED TO FASTEN TO SHEET METAL AIR DUCTS, VATH BRASS PERFORATED STEM. 2.10 TEST PLUGS A. TEST PLUG: 1/4 INCH OR 1/2 INCH BRASS FITTING AND CAP FOR RECEIVING 1/8 INCH OUTSIDE DIAMETER PRESSURE OR TEMPERATURE PROBE VATH NORDEL CORE FOR TEMPERATURES UP TO 350 DEGREES F. B. TEST PLUG: 1/4 INCH OR 1/2 INCH BRASS FMTNG AND CAP FOR RECEIVING 1/8 INCH OUTSIDE DIAMETER PRESSURE OR TEMPERATURE PROBE VATH VITON CORE FOR TEMPERATURES UP TO 400 DEGREES F. 2.11 STATIC PRESSURE GAGES A. 3-1/2 INCH DIAMETER DIAL IN METAL CASE, DIAPHRAGM ACTUATED, BLACK FIGURES ON WHITE BACKGROUND, FRONT RECAUBRATTON ADJUSTMENT, 2 PERCENT OF FULL SCALE ACCURACY, CLEAR GLASS LENS. B. INCLINED MANOMETER, RED UQUID ON WHITE BACKGROUND VATH BLACK FIGURES. FRONT RECAUBRATION ADJUSTMENT, 3 PERCENT OF FULL SCALE ACCURACY. C. ACCESSORIES: STATIC PRESSURE TIPS VATH COMPRESSION FITTINGS FOR BULKHEAD MOUNTING, 1/4 INCH DIAMETER TUBING. PART 3 EXECUTION 3.01 INSTALLATION A. INSTALL IN ACCORDANCE WIN MANUFACTURER'S INSTRUCTIONS. B. INSTALL POSITIVE DISPLACEMENT METERS WITH ISOLATING VALVES ON INLET AND OUTLET. PROVIDE FULL UNE SIZE VALVED BYPASS VATH GLOBE VALVE FOR UQUID SERVICE METERS UNLESS PROHIBITED BY LOCAL UTILITY COMPANY. C. PROVIDE ONE PRESSURE GAGE PER PUMP. INSTALLING TAPS BEFORE STRAINERS AND ON SUCTION AND DISCHARGE OF PUMP. PIPE TO GAGE. D. INSTALL THERMOMETERS IN PIPING SYSTEMS IN SOCKETS IN SHORT COUPUNGS. ENLARGE PIPES SMALLER THAN 2-1/2 INCH FOR INSTALLATION OF THERMOMETER SOCKETS. ENSURE SOCKETS ALLOW CLEARANCE FROM INSULATION. E. PROVIDE INSTRUMENTS VATH SCALE RANGES SELECTED ACCORDING TO SERVICE WITH LARGEST APPROPRIATE SCALE. F. INSTALL GAGES AND THERMOMETERS IN LOCATIONS WHERE THEY ARE EASILY READ FROM NORMAL OPERATING LEVEL INSTALL VERTICAL TO 45 DEGREES OFF VERTICAL G. ADJUST GAGES AND THERMOMETERS TO FINAL ANGLE, CLEAN WINDOWS AND LENSES, AND CAUBRATE TO ZERO. H. LOCATE TEST PLUGS WHERE INDICATED OR REQUIRED FOR MEASUREMENT AND BALANCING OF SYSTEMS. END OF SECTION SECTION 220529 - NON-PENETRATING ROOFTOP HANGERS AND SUPPORTS FOR PLUMBING PART 1 GENERAL 1.01 SECTION INCLUDES A. PIPE SUPPORTS; FIXED ANCHOR SUPPORTS; ACCESSORIES. PART 2 PRODUCTS 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURER: MIRO INDUSTRIES INC. 2.02 SUPPORTS AND HANGERS A. SUPPORTS AND HANGERS - GENERAL PROVIDE WITH BASES THAT REST ON THE ROOF MEMBRANE AND THAT HAVE: GENTLY ROUNDED EDGES TO PREVENT DAMAGE TO ROOF MEMBRANE; 1 INCH HIGH RAISED EDGES; DRAINAGE PORTS TO PREVENT PONDING; CARBON BLACK ADDITIVE IN POLYCARBONATE, WHEN USED, FOR UV STABIUZATION; PROVIDE LOOSE FIT ALUMINUM PIPE STRAP ON ALL SUPPORTS, SPECIFICALLY DESIGNED FOR THE SUPPORT MODELS BELOW. STRAPS SHALL BE LOOSE FITTING TO PREVENT PIPE FROM BEING DISPLACED FROM THE SUPPORT STAND BUT WITHOUT RESTRICTING MOVEMENT FOR EXPANSION AND CONTRACTION. B. FIXED HEIGHT PIPE STANDS: POLYCARBONATE RESIN BASES; 1-1/2-INCH NOMINAL PIPE: "U"-SHAPED CRADLE; 1-1/2 INCH ID MAXIMUM PIPE CAPACITY, 1-9/10 INCH OD MAXIMUM PIPE CAPACITY; 1-1/2 INCH ADDITIONAL HEIGHT PER SPACER, MAXIMUM 3 SPACERS; TOTAL LOAD UP TO 80 LB; 6 BY 6 INCH BASE (MODEL 1.5); 3-INCH NOMINAL PIPE: SELF-LUBRICATING POLYCARBONATE ROLLER SUPPORTED BY GLASS FILLED NYLON ROLLER ROD IN "Lr-SHAPED CRADLE 3 INCH ID MAXIMUM PIPE CAPACITY, 3-7/8 INCH OD MAXIMUM PIPE CAPAaTY; 2 INCH ADDITIONAL PIPE CLEARANCE PER SPACER, MAXIMUM 3 SPACERS; TOTAL LOAD UP TO 100 LB; 7-1/2 BY 7-1/2 INCH BASE (MODEL 3-R- 2 OR 3-R-4); 4-INCH NOMINAL PIPE: SELF-LUBRICATTNG POLYCARBONATE ROLLER SUPPORTED BY GLASS FILLED NYLON ROD; 4 INCH MAXIMUM PIPE CAPACITY, 5 INCH OD MAXIMUM PIPE CAPACITY; TOTAL LOAD UP TO 125 LB; 7- 1/2 BY 7-1/2 INCH BASE (MODEL 4-R); 5-INCH NOMINAL PIPE SELF- LUBRICATING POLYCARBONATE ROLLER SUPPORTED BY GLASS FILLED NYLON ROD; 5 INCH MAXIMUM PIPE CAPACITY, 6 INCH OD MAXIMUM PIPE CAPAaTY: TOTAL LOAD UP TO 150 LB; 9 BY 15-1/2 INCH BASE (MODEL 5-R). C. STRUT-TYPE SUPPORTS SINGLE BASE VATH TWO THREADED RODS SUPPORTING HOT DIPPED GALVANIZED HORIZONTAL CHANNEL STRUT; SM. 12 INCH STRUT 1- 5/8 BY 13/16 INCH, PIPE CLEARANCE VARIABLE UP TO 7 INCH (MODEL 12 BASE STRUT); SIZE 16 INCH STRUT 1-5/8 BY 13/16 INCH, PIPE CLEARANCE VARIABLE UP TO 7 INCH (MODEL 16 BASE STRUT); BASE POLYCARBONATE RESIN; TOTAL LOAD UP TO 125 LB; 7-1/2 BY 10 INCH OR 9 BY 15-1/8 INCH BASE. D. FIXED ANCHOR SUPPORTS HOT DIP GALVANIZED SCHEDULE 40 PIPE WITH METAL PLATES, TOP AND BOTTOM, AND PIPE CLAMP AT TOP; BOTTOM PLATE SURFACE UNFINISHED FOR WELDING INTO OR ATTACHING TO ROOF STRUCTURE BENEATH ROOFING MEMBRANE. LOCATION, SIZE, AND CONFIGURATION AS INDICATED ON DRAWINGS. 2.03 ACCESSORIES A. SUPPORT PADS 15-3/4 BY 19-3/4 INCH SQUARE. 1/8 INCH THICK, FLEXIBLE PVC VATH CARBON BLACK ADDITIVE FOR UV STABIUZATION. B. DECK PLATES: SQUARE METAL DECK PLATE VATH CURVED UP EDGES, TO SPREAD LOAD AND PROTECT ROOF MEMBRANE; THICKNESS: 18 GAUGE; MATERIAL HOT DIP GALVANIZED; SIZE: 12 X 12 INCH SQUARE; TOTAL LOAD UP TO 200 LB MODEL DP-12 ; SIZE: 18 X 18 INCH SQUARE; TOTAL LOAD UP TO 400 LB MODEL DP-18 ; SIZE: 24 X 24 INCH SQUARE; TOTAL LOAD UP TO 800 LB MODEL DP-24). ROLLERS: ROLLER 3: 3 INCH STURDY POLYCARBONATE ROLLER, SHAFT 5/8 INCHES, END DIAMETER 1-7/8 INCHES. ROLLER SURFACE HAS A 3 INCH RADIUS ARCH. MAXIMUM LOAD CAPACITY MAY NOT EXCEED 150 LBS; ROLLER 5: 5 INCH STURDY POLYCARBONATE ROLLER, SHAFT 5/8 INCHES, END DIAMETER 2-7/16 INCHES. ROLLER SURFACE HAS A 5 INCH RADIUS ARCH. MAXIMUM LOAD CAPACITY MAY NOT EXCEED 150 LBS. PART 3 EXECUTION 3.01 INSTALLATION A. DETERMINE THAT ROOF STRUCTURE, ROOF INSULATION, AND ROOF MEMBRANE ARE STRUCTURALLY ADEQUATE TO SUPPORT WEIGHT OF PIPE. DUCT, CONDUIT, AND SUPPORTS AND HANGERS. B. INSTALL SUPPORTS AND HANGERS IN ACCORDANCE VATH MANUFACRIRER'S RECOMMENDATIONS. C. INSTALL SUPPORTS AT MAXIMUM SPACING OF 10 FEET UNLESS CLOSER SPACING IS REQUIRED DUE TO WEIGHT OF PIPE OR CONDUIT CONTENTS OR GREATER SPAaNG IS SPECIFICALLY ALLOWED BY MANUFACTURER; SPACE AND ADJUST TO SUPPORT AN EQUAL AMOUNT OF WEIGHT; DO NOT EXCEED MANUFACTURER'S RECOMMENDED LOAD UNITS. D. REMOVE ROOFING AGGREGATE FROM AREA 2 INCHES LARGER THAN SUPPORT BASE; COMPLY 'MTh ROOFING MANUFACTURER'S REQUIREMENTS TO MAINTAIN ROOFING WARRANTY. E. INSTALL AN ADDITIONAL SHEET OF ROOFING MATERIAL, SUPPORT PAD, OR DECK PLATE BENEATH EACH SUPPORT BASE. F. SUPPORT PADS: REMOVE ROCK, AGGREGATE, DIRT AND EXCESS DUST FROM AREA TO BE COVERED BY PAD; APPLY SUPPORT PAD ON CLEANED ARE CENTER BASES ON TOP OF SUPPORT PADS. G. DECK PLATES: REQUIRED FOR LOADS GREATER THAN 100 POUNDS PER SUPPORT; LOCATE CENTERED UNDER BASES OF PIPE SUPPORTS AND HANGERS; REMOVE ROCK, AGGREGATE, DIRT AND EXCESS DUST FROM AN AREA 2 INCHES LARGER THAN DECK PLATE; INSTALL WITH CURVED EDGES UP. H. PIPE SUPPORTS: CENTER BENEATH PIPE SO THAT PIPE IS LOCATED SQUARELY OVER AND THROUGH CRADLE OR HANGER. SET PIPE IN SUPPORT WITHOUT DROPPING OR CAUSING UNDUE IMPACT. I. FIXED ANCHOR SUPPORTS: PRIOR TO INSTALLATION OF ROOF DECKING, INSULATION AND ROOF MEMBRANE ATTACH SUPPORT TO ROOF STRUCTURE AS INDICATED ON DRAWINGS; AFTER INSTALLATION OF ROOF DECKING, INSULATION AND MEMBRANE, INSTALL PIPE OR ROOF TOP MECHANICAL SUPPORTS USED IN CONNECTION WITH FIXED ANCHOR SUPPORTS; INSTALL PIPING OR MECHANICAL UNITS ON EACH SUPPORT. J. ALL ROOFING PENETRATIONS SHALL BE FLASHED AND WEATHER SEALED BY THE ROOFING MANUFACRJRER'S AUTHORIZED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. THIS CONTRACTOR SHALL CONTRACT WITH THE FACTORY AUTHORIZED ROOFING CONTRACTOR FOR THE SPECIFIC ROOFING SYSTEM APPUCABLE TO THIS PROJECT. THE USE OF AN UNAUTHORIZED ROOFING CONTRACTOR MAY RESULT IN REMOVAL AND REPLACEMENT OF THE PENETRATION SYSTEMS AT THIS CONTRACTOR'S EXPENSE. 3.02 FEU) QUAUTY CONTROL A. AFTER SYSTEM STARTUP, CORRECT ANY DEFICIENCIES TFIAT ARISE, INCLUDING BUT NOT UNITED TO, IMPROPER LOCATION OR POSMON, IMPROPER SEATING OR LEVEL ON THE ROOF, LACK OF ROOF PADS OR DECK PLATES. INADEQUATE OPERATION, AND AS DIRECTED BY ENGINEER. END OF SEC1ION5 SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. CONCRETE HOUSEKEEPING PADS; STRUCTURAL BASES; INERTIA BASES; VIBRATION ISOLATORS; SEISMIC RESTRAINTS; VIBRATION ISOLATION CURBS. B. EQUIPMENT: REFRIGERATION MACHINES AND CHILLER; AIR COMPRESSORS AND VACUUM PUMPS; PUMPS; COOLING TOWERS;BOILERS AND POWER PLANT EQUIPMENT; FANS, AXIAL AND CENTRIFUGAL', FANS, PROPELLER; WATER SOURCE HEAT PUMPS; CONDENSING UNITS AND AIR SOURCE HEAT PUMPS; PACKAGED HVAC UNITS; FURNACES AND HEATERS; PACKAGED ROOF TOP EQUIPMENT; GENERATORS PART 2 PRODUCTS 2.01 MANUFACTURERS A. ISOLATION TECHNOLOGY, INC.; KINETICS NOISE CONTROL, INC.; MASON INDUSTRIES. 2.02 BASES A. CONCRETE HOUSEKEEPING PAD: CONSTRUCTION: CONCRETE AS SPECIFIED FOR FLOORING; DESIGN: 4" HIGH ABOVE THE SURROUNDING FINISHED FLOORING AND 4• GREATER IN DIMENSION THAT THE EQUIPMENT SUPPORTED, OR GREATER IF DETAILED ON THE DRAWINGS OR WHEN INDICATED. B. STRUCTURAL BASES: CONSTRUCTION: WELDED STRUCTURAL STEEL VATH GUSSETED BRACKETS, TO SUPPORT EQUIPMENT AND MOTOR, VATH MOTOR SUDE RAILS; DESIGN: SUFFICIENTLY RIGID TO PREVENT MISALIGNMENT OR UNDUE STRESS ON MACHINE, AND TO TRANSMIT DESIGN LOADS TO ISOLATORS AND SNUBBERS. 2.03 VIBRATION ISOLATORS A. RESTRAINED OPEN SPRING ISOLATORS: SPRINGS: MINIMUM HORIZONTAL STIFFNESS EQUAL TO 75 PERCENT VERTICAL STIFFNESS, VATH WORKING DEFLECTION BETWEEN 0.3 AND 0.6 OF MAXIMUM DEFLECTION. COLOR CODE SPRINGS FOR LOAD CARRYING CAPACITY; SPRING MOUNTS: PROVIDE WITH LEVELING DEVICES, MINIMUM 0.25 INCH THICK NEOPRENE SOUND PADS, AND ZINC CHROMATE PLATED HARDWARE; SOUND PADS: SIZE FOR MINIMUM DEFLECTION OF 0.05 INCH; MEET REQUIREMENTS FOR NEOPRENE PAD ISOLATORS; RESTRAINT: PROVIDE HEAVY MOUNTING FRAME AND UNIT STOPS; FOR EXTERIOR AND HUMID AREAS: HOT DIPPED GALVANIZED HOUSINGS AND NEOPRENE COATED SPRINGS. B. CLOSED SPRING ISOLATORS: TYPE : CLOSED SPRING MOUNT VATH TOP AND BOTTOM HOUSING SEPARATED VAN NEOPRENE RUBBER STABIUZERS; SPRINGS: MINIMUM HORIZONTAL STIFFNESS EQUAL TO 75 PERCENT VERTICAL STIFFNESS, WITH WORKING DEFLECTION BETWEEN 0.3 AND 0.6 OF MAXIMUM DEFLECTION. COLOR CODE SPRINGS FOR LOAD CARRYING CAPACITY; HOUSINGS: INCORPORATE NEOPRENE ISOLATION PAD MEETING REQUIREMENTS FOR NEOPRENE PAD ISOLATORS, AND NEOPRENE SIDE STABIU7ERS WITH MINIMUM 0.25 INCH CLEARANCE FOR EXTERIOR AND HUMID AREAS: HOT DIPPED GALVANIZED HOUSINGS AND NEOPRENE COATED SPRINGS. C. RESTRAINED CLOSED SPRING ISOLATORS: TYPE : CLOSED SPRING MOUNT WITH TOP AND BOTTOM HOUSING SEPARATED WITH NEOPRENE RUBBER STABIUZERS; SPRINGS: MINIMUM HORIZONTAL STIFFNESS EQUAL TO 75 PERCENT VERTICAL STIFFNESS, PATH WORKING DEFLECTION BETWEEN 0.3 AND 0.6 OF MAXIMUM DEFLECTION. COLOR CODE SPRINGS FOR LOAD CARRYING CAPACITY; HOUSNGS: INCORPORATE NEOPRENE ISOLATION PAD MEETING REQUIREMENTS FOR NEOPRENE PAD ISOLATORS, AND NEOPRENE SIDE STABIUZERS WITH MINIMUM 0.25 INCH CLEARANCE AND LIMIT STOPS FOR EXTERIOR AND HUMID AREA HOT DIPPED GALVANIZED HOUSINGS AND NEOPRENE COATED SPRINGS. D. SPRING HANGER: SPRINGS: MINIMUM HORIZONTAL STIFFNESS EQUAL TO 75 PERCENT VERTICAL STIFFNESS, VATH WORKING DEFLECTION BETWEEN 0.3 AND 0.6 OF MAXIMUM DEFLECTION. COLOR CODE SPRINGS FOR LOAD CARRYING CAPACITY; HOUSINGS: INCORPORATE NEOPRENE ISOLATION PAD MEETING REQUIREMENTS FOR NEOPRENE PAD ISOLATORS OR RUBBER HANGER WITH THREADED INSERT; MISALIGNMENT: CAPABLE OF 20 DEGREE HANGER ROD MISAUGNMENT; FOR EXTERIOR AND HUMID AREA HOT DIPPED GALVANIZED HOUSINGS AND NEOPRENE COATED SPRINGS. E. NEOPRENE PAD ISOLATORS: RUBBER OR NEOPRENE WAFFLE PADS; HARDNESS: 30 DUROMETER; THICKNESS MINIMUM 1/2 INCH; MAXIMUM LOADING: 50 PSI; RIB HEIGHT: MAXIMUM 0.7 TIMES WIDTH; CONFIGURATION: SINGLE LAYER. F. RUBBER MOUNT OR HANGER: MOLDED RUBBER DESIGNED FOR 0.4 INCH DEFLECTION WITH THREADED INSERT. G. GLASS FIBER PADS: NEOPRENE JACKETED PRE-COMPRESSED MOLDED GLASS FIBER. 2.04 SEISMIC RESTRAINTS A. TYPE: NON-DIRECTTONAL AND DOUBLE ACTING UNIT CONSISTING OF INTERLOCKING STEEL MEMBERS RESTRAINED BY NEOPRENE ELEMENTS. B. ELEMENTS: REPLACEABLE NEOPRENE, MINIMUM OF 0.75 INCH THICK WITH MINIMUM 1/8 INCH AIR GAP. C. CAPACITY: 4 TIMES LOAD ASSIGNED TO MOUNT GROUPINGS AT 0.4 INCH DEFLECTION. D. ATTACHMENT POINTS AND FASTENERS: CAPABLE OF WITHSTANDING 3 'TIMES RATED LOAD CAPACITY OF SEISMIC SNUBBER. 2.05 VIBRATION ISOLATING ROOF CURB A. TYPE: 24 INCHES HIGH WITH RIGID STEEL LOWER SECTION CONTAINING ADJUSTABLE SPRING POCKETS VAN RES-TRAINED SPRING ISOLATORS, STEEL UPPER SECTION TO SUPPORT ROOFTOP EQUIPMENT, AND CONTINUOUS ELASTOMERIC MEMBRANE EXTENDING FROM UPPER SECTION FOR COUNTERFLASHING OVER ROOFING. PROVIDE ACOUSTICAL PACKAGE CONSISTING OF INTERIOR PERIMETER ANGLES AND CROSS MEMBERS TO SUPPORT UP TO TWO LAYERS OF GYPSUM BOARD. PART 3 EXECUTION 3.01 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. BASES: SET STEEL BASES FOR ONE INCH CLEARANCE BETWEEN HOUSEKEEPING PAD AND BASE; SET CONCRETE INERTIA BASES FOR 2 INCHES CLEARANCE BETWEEN HOUSEKEEPING PAD AND BASE; ADJUST EQUIPMENT LEVEL C. ON CLOSED SPRING ISOLATORS, ADJUST SO SIDE STABIUZERS ARE CLEAR UNDER NORMAL OPERATING CONDITIONS. D. PRIOR TO MAKING PIPING CONNECTIONS TO EQUIPMENT VATH OPERA-TTNG WEIGHTS SUBSTANTIALLY DIFFERENT FROM INSTALLED WEIGHTS, BLOCK UP EQUIPMENT WITH TEMPORARY SHIMS TO FINAL HEIGHT. WHEN FULL LOAD IS APPUED, ADJUST ISOLATORS TO LOAD TO ALLOW SHIM REMOVAL. E. PROVIDE PAIRS OF HORIZONTAL UNIT SPRINGS ON FANS VATH MORE THAN 6.0 INCHES WC STATIC PRESSURE, AND ON HANGER SUPPORTED, HORIZONTALLY MOUNTED AXIAL FANS. F. PROVIDE SEISMIC SNUBBERS FOR ALL EQUIPMENT, PIPING, AND DUCTWORK MOUNTED ON ISOLATORS. EACH INERTIA BASE SHALL HAVE MINIMUM OF FOUR SEISMIC SNUBBERS LOCATED CLOSE TO ISOLATORS. SNUB EQUIPMENT DESIGNATED FOR POST-DISASTER USE TO 0.05 INCH MAXIMUM CLEARANCE. OTHER SNUBBERS SHALL HAVE CLEARANCE BETWEEN 0.15 INCH AND 0.25 INCH. G. SUPPORT PIPING CONNECTIONS TO EQUIPMENT MOUNTED ON ISOLATORS USING ISOLATORS OR RESIUENT HANGERS TO NEAREST FLEXIBLE PIPE CONNECTOR. H. PROVIDE FLEXIBLE CONNECTIONS ON ALL PIPING AND DUCTWORK CONNECTIONS TO EQUIPMENT. REFER TO OTHER SECTIONS OF THIS SPECIFICATION FOR THE ACCEPTABLE TYPES OF FLEXIBLE CONNECTORS TO BE USED. I. SELECTION OF TYPE, THICKNESS AND DEFLECTION OF VIBRATION ISOLATION SHALL BE BY THE VIBRATION CONTROL MANUFACTURER BASED ON THE SPECIFIC EQUIPMENT TYPE AND SIZE, AS SCHEDULED ON THE DRAWINGS AND INDICATED BELOW. A. PIPE ISOLATION SCHEDULE. 1. 1 INCH PIPE SIZE ISOLATE 120 DIAMETERS FROM EQUIPMENT. 2. 2 INCH PIPE SIZE: ISOLATE 90 DIAMETERS FROM EQUIPMENT. 3. 3 INCH PIPE SIZE: ISOLATE 80 DIAMETERS FROM EQUIPMENT. 4. 4 INCH PIPE SIZE: ISOLATE 75 DIAMETERS FROM EQUIPMENT. 5. 6 INCH PIPE SIZE: ISOLATE 60 DIAMETERS FROM EQUIPMENT. B. EQUIPMENT ISOLATION SCHEDULE: (MINIMUM DEFLECTION AS SIZED BY THE ISOLATION EQUIPMENT MANUFACTURER.) 1. PUMPS. A. SLAB ON GRADE BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: SPRING, OPEN OR CLOSED. B. ABOVE GRADE FLOOR OR ROOF STRUCTURES: BASE: CONCRETE INERTIA BASE; ISOLATION: SPRING, OPEN OR CLOSED. 2. FANS, AXIAL AND CENTRIFUGAL. A. SLAB ON GRADE BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: SPRING, OPEN OR CLOSED. B. ABOVE GRADE FLOOR OR ROOF STRUCTURES: BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: SPRING, OPEN OR CLOSED. C. SMALL FANS UP TO 22 DIAMETER WHEEL RUBBER MOUNT OR HANGER 3. FANS, PROPELLER. A. WALL MOUNTED: ISOLATION: NEOPRENE PAD, RUBBER MOUNT OR GLASS FIBER PAD. B. ROOF MOUNTED: ISOLATION: NEOPRENE PAD, RUBBER MOUNT OR GLASS FIBER PAD. WATER SOURCE HEAT PUMPS. A. FLOOR MOUNTED (ALL LOCATIONS): BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: SPRING: OPEN OR CLOSED. B. SUSPENDED 3 TON CAPACITY AND SMALLER: ISOLATION: RUBBER HANGER. C. SUSPENDED 3.5 TON CAPACITY AND LARGER: ISOLATION: SPRING HANGER, OPEN OR CLOSED. 5. CONDENSING UNITS AND AIR SOURCE HEAT PUMPS. A. SLAB ON GRADE: BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: NEOPRENE PAD, RUBBER MOUNT OR GLASS FIBER PAD. B. ABOVE GRADE FLOOR OR ROOF STRUCTURES: BASE: STRUCTURAL BASE ISOLATION: RESTRAINED SPRING, OPEN OR CLOSED. 6. PACKAGED HVAC EQUIPMENT. A. FLOOR MOUNTED (ALL LOCATIONS): BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: SPRING: OPEN OR CLOSED. B. SUSPENDED 3 TON CAPACITY AND SMALLER: ISOLATION: RUBBER HANGER. C. SUSPENDED 3.5 TON CAPACITY AND LARGER: ISOLATION: SPRING HANGER. OPEN OR CLOSED. 7. FURNACES AND HEATERS. A. FLOOR MOUNTED (ALL LOCATIONS): BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: NEOPRENE PAD, RUBBER MOUNT OR GLASS FIBER PAD. B. SUSPENDED: ISOLATION: RUBBER OR SPRING HANGER. El. PACKAGED ROOF TOP EQUIPMENT. A. SLAB ON GRADE: BASE: CONCRETE HOUSEKEEPING PAD; ISOLATION: NEOPRENE PAD, RUBBER MOUNT OR GLASS FIBER PAD. B. ABOVE GRADE ROOF STRUCTURES: BASE ROOF CURB; ISOLATION: FULL PERIMETER NEOPRENE PAD BETWEEN CURB AND UNITS. PROVIDE RESTRAINED SPRING VIBRATION ISOLATION CURBS WHEN INDICATED ON THE DRAWINGS. END OF SECTION SECTION 220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. NAMEPLATES; TAGS STENCILS; PIPE MARKERS. PART 2 PRODUCTS 2.01 MANUFACTURERS A. BRADY CORPORATION; CHAMPION AMERICA, INC; SETON IDENTIFICATION PRODUCTS. 2.02 NAMEPLATES A. DESCRIPTION: LAMINATED THREE-LAYER PLASTIC VATH ENGRAVED LETTERS; LETTER COLOR: WHITE; LETTER HEIGHT: 1/2 INCH; BACKGROUND COLOR: BLACK. 2.03 TAGS A. PLASTIC TAGS: LAMINATED 'THREE-LAYER PLASTIC WITH ENGRAVED BLACK LETTERS ON UGHT CONTRASTING BACKGROUND COLOR. TAG SIZE MINIMUM 1-1/2 INCH DIAMETER. PLASTIC TAGS ARE NOT ALLOWED IN PLENUM RETURN CEIUNGS. 2.04 STENCILS A. STENCILS: WITH CLEAN CUT SYMBOLS AND LETTERS OF FOLLOWING SZE: 1. 3/4 TO 1-1/4 INCH OUTSIDE DIAMETER OF INSULATION OR PIPE: 8 INCH LONG COLOR FELD. 1/2 INCH HIGH LETTERS. 2. 1-1/2 TO 2 INCH OUTSIDE DIAMETER OF INSULATION OR PIPE: 8 INCH LONG COLOR FIELD, 3/4 INCH HIGH LETTERS. 3. 2-1/2 TO 6 INCH OUTSIDE DIAMETER OF INSULATION OR PIPE 12 INCH LONG COLOR FELD, 1-1/4 INCH HIGH LETTERS. 4. DUCTWORK AND EQUIPMENT: 2-1/2 INCH HIGH LEI itHS. B. STENCIL PAINT: SEMI-GLOSS ENAMEL, COLORS CONFORMING TO ASME A13.1. 2.05 PIPE MARKERS A. COMPLY WITH ASME A13.1. B. PLASTIC TAPE PIPE MARKERS: FLEXIBLE, VINYL FILM TAPE VAN PRESSURE SENSITIVE ADHESIVE BACKING AND PRINTED MARKINGS. PLASTIC TAPE PIPE MARKERS ARE NOT ALLOWED IN PLENUM RETURN CEIUNGS. PART 3 EXECUTION 3.01 PREPARATION A. DEGREASE AND CLEAN SURFACES TO RECEIVE ADHESIVE FOR IDENTIFICATION MATERIALS. B. PREPARE SURFACES FOR STENCIL PAINTING PER THE MANUFACTURER'S INSTRUCTIONS. 3.02 INSTALLATION A. INSTALL PLASTIC NAMEPLATES WITH CORROSIVE-RESISTANT MECHANICAL FASTENERS, OR ADHESIVE. APPLY WITH SUFFICIENT ADHESIVE TO ENSURE PERMANENT ADHESION AND SEAL VATFI CLEAR LACQUER. B. INSTALL TAGS WITH CORROSION RESISTANT CHAIN. C. INSTALL PLASTIC PIPE MARKERS IN ACCORDANCE VATH MANUFACTURER'S INSTRUCTIONS. D. INSTALL PLASTIC TAPE PIPE MARKERS COMPLETE AROUND PIPE IN ACCORDANCE VATH MANUFACTURER'S INSTRUCTIONS. E. INSTALL UNDERGROUND PLASM PIPE MARKERS 6 TO 8 INCHES BELOW FINISHED GRADE, DIRECTLY ABOVE BURIED PIPE. F. IDENTIFY AIR HANDUNG UNITS AND PUMPS WITH PLASTIC NAMEPLATES OR STENCIL PAINTING. SMALL DEVICES, SUCH AS IN-UNE PUMPS. MAY BE IDENTIFIED VATH TAGS. G. IDENTIFY AIR TERMINAL UNITS AND RADIATOR VALVES WITH NUMBERED TAGS. H. IDENTIFY PIPING, CONCEALED OR EXPOSED, VATH PLASTIC PIPE MARKERS, PLASTIC TAPE PIPE MARKERS OR STENaL PAINTING. USE TAGS ON PIPING 3/4 INCH DIAMETER AND SMALLER. IDENTIFY SERVICE, FLOW DIRECTION, AND PRESSURE. INSTALL IN CLEAR VIEW AND ALIGN VATH AXIS OF PIPING. LOCATE IDENTIFICATION NOT TO EXCEED 20 FEET ON STRAIGHT RUNS INCLUDING RISERS AND DROPS, ADJACENT TO EACH VALVE AND TEE, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. PLASM TAGS, PLASTIC PIPE MARKERS AND PLASTIC TAPE PIPE MARKERS ARE NOT ALLOWED IN PLENUM RETURN CEIUNGS. I. IDENTIFY DUCTWORK WITH STENCILED PAINTING OR PLASTIC TAPE DUCT MARKERS. IDENTIFY VATH AIR HANDUNG UNIT IDENTIFICATION NUMBER AND AREA SERVED. LOCATE IDENTIFICATION AT AIR HANDUNG UNIT, AT EACH SIDE OF PENETRATION OF STRUCTURE OR ENCLOSURE, AND AT EACH OBSTRUCTION. PLASTIC TAPE DUCT MARKERS ARE NOT ALLOWED IN PLENUM RETURN CETUNGS. END OF SECTION SECTION 220595 - FIRE STOPPING FOR PLUMBING SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. FIRESTOPPING MATERIALS; FIRESTOPPING OF ALL PENETRATIONS AND INTERRUPTIONS TO FIRE RATED ASSEMBLIES. WHETHER INDICATED ON DRAWINGS OR NOT, AND OTHER OPENINGS INDICATED. PART 2 PRODUCTS 2.01 FIRESTOPPING ASSEMBUES A. FIRESTOPPING: ANY MATERIAL MEETING REQUIREMENTS; ARE RATINGS: USE ANY SYSTEM USTED BY UL OR FM OR TESTED IN ACCORDANCE WITH ASTM E 814 OR ASTM E 119 THAT HAS F RATING EQUAL TO FIRE RATING OF PENETRATED ASSEMBLY AND MINIMUM T RATING EQUAL TO F RATING AND THAT MEETS ALL OTHER SPECIFIED REQUIREMENTS. 2.02 MATERIALS A. MANUFACTURERS: A/D FIRE PROTECTION SYSTEMS INC; 3M FIRE PROTECTION PRODUCTS; SPECIFIED TECHNOLOGIES, INC. B. ELASTOMERIC SUCONE ARESTOPPING: SINGLE OR MULTIPLE COMPONENT SIUCONE ELASTOMERIC COMPOUND AND COMPATIBLE SILICONE SEALANT; CONFORMING TO THE FOLLOWING: DURABIUTY AND LONGEVITY: PERMANENT; COLOR: MANUFACTURER'S STANDARD COLOR. C. FOAM FTRESTOPPPING: SINGLE OR MULTIPLE COMPONENT FOAM COMPOUND; CONFORMING TO THE FOLLOWING: DURABIUTY AND LONGEVITY: PERMANENT; COLOR: MANUFACTURER'S STANDARD COLOR. D. FIBERED COMPOUND FlRESTOPPING: FORMULATED COMPOUND MIXED WITH INCOMBUSTIBLE NON-ASBESTOS FIBERS; CONFORMING TO THE FOLLOWING: DURABIUTY AND LONGEVITY: PERMANENT; COLOR: MANUFACTURER'S STANDARD COLOR. E. FIBER PACKING MATERIAL: MINERAL OR CERAMIC FIBER PACKING INSULATION; CONFORMING TO THE FOLLOWING: DURABILITY AND LONGEVITY: PERMANENT. F. FTRESTOP DEVICES: MECHANICAL DEVICE WITH INCOMBUSTIBLE OR SILICONE ELASTOMER FILLER AND SHEET STAINLESS STEEL JACKET, COLLAR, AND FLANGED STOPS; CONFORMING TO THE FOLLOVANG: DURABILITY AND LONGEVITY: PERMANENT; SUITABLE FOR PEDESTRIAN TRAFFIC OR VEHICULAR TRAFFIC WHERE, NECESSARY. G. FIRESTOP PILLOWS: FORMED MINERAL FIBER PILLOWS; CONFORMING TO THE FOLLOWING: DURABIUTY AND LONGEVITY: PERMANENT. H. PRIMERS, SLEEVES, FORMS, AND ACCESSORIES: TYPE REQUIRED FOR TESTED ASSEMBLY DESIGN. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY OPENINGS ARE READY TO RECEIVE THE WORK OF THIS SECTION. 3.02 PREPARATION A. CLEAN SUBSTRATE SURFACES OF DIRT, DUST, GREASE, OIL LOOSE MATERIAL. OR OTHER MATTER WHICH MAY AFFECT BOND OF FRESTOPPING MATERIAL B. INSTALL BACKING MATERIALS TO ARREST UQUID MATERIAL LEAKAGE. 3.03 INSTALLATION A. INSTALL MATERIALS IN MANNER DESCRIBED IN FIRE TEST REPORT AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, COMPLETELY CLOSING OPENINGS. B. DO NOT COVER INSTALLED FIRESTOPPING UNTIL INSPECTED BY AUTHORITY HAVING JURISDICTION. C. INSTALL LABEUNG REQUIRED BY CODE. 3.04 CLEANING AND PROTECTION A. CLEAN ADJACENT SURFACES OF F1RESTOPPING MATERIALS. END OF SECITON SECTION 220716 - PLUMBING EQUIPMENT INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. EQUIPMENT INSULATION: DOMESTIC HOT WATER STORAGE TANKS; DOMESTIC COLD WATER STORAGE/PRESSURE TANKS; EQUIPMENT EXPOSED TO FREEZING VATH HEAT TRAaNG. B. 00VERING: EXTERIOR APPLICATIONS. 1.05 FIELD CONDITIONS A. MAINTAIN AMBIENT TEMPERATURES AND CONDITIONS REQUIRED BY MANUFACTURERS OF ADHESIVES, MASTICS, AND INSULATION CEMENTS. B. MAINTAIN TEMPERATURE DURING AND AFTER INSTALLATION FOR MINIMUM PERIOD OF 24 HOURS. PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTTON A. MANUFACTURERS: KNAUF FIBER GLASS; JOHNS MANVILLE CORPORATION; OWENS CORNING CORP; CERTAINTEED CORPORATION. B. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50, MAXIMUM, WHEN TESTED IN ACCORDANCE VATH ASTM E 84, NFPA 255, OR UL 723. 2.02 GLASS FIBER, FLEXIBLE A. INSULATION: ASTIA C 553; FLEXIBLE, NONCOMBUSTIBLE; 'K' VALUE: 0.36 AT 75 DEGREES F. WHEN TESTED IN ACCORDANCE WITH ASTM C 177 OR ASTM C 518; MAXIMUM SERVICE TEMPERATURE: 450 DEGREES F; MAXIMUM WATER VAPOR SORPTION: 5.0 PERCENT BY WEIGHT. B. VAPOR BARRIER JACKET: KRAFT PAPER REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM OR VINYL MOISTURE VAPOR PERMEABIUTY: 0.029 NG/PA S M (0.02 PERM INCH), WHEN TESTED IN ACCORDANCE VATH ASTM E 96/E 96M; SECURE WITH SELF-SEAUNG LONGITUDINAL LAPS AND BUTT STRIPS; TIE WIRE: 0.048 INCH STAINLESS STEEL WITH "MASTED ENDS ON MAXIMUM 12 INCH CENTERS. D. VAPOR BARRIER LAP ADHESIVE COMPATIBLE VATH INSULATION; INSULATING CEMENT/MASTIC: ASTIA C 195; HYDRAUUC SETTING ON MINERAL WOOL 2.03 GLASS FIBER, RIGID A. INSULATION: ASTM C 612 OR ASTM C 592; RIGID, NONCOMBUSTIBLE; 'K' VALUE: 0.25 AT 75 DEGREES F, WHEN TESTED IN ACCORDANCE WITH ASTIA C 177 OR ASTM C 518; MAXIMUM SERVICE TEMPERATURE: 850 DEGREES F; MAXIMUM WATER VAPOR SORPTION: 5.0 PERCENT BY WEIGHT; MAXIMUM DENSITY: 12.0 LB/CU FT. B. VAPOR BARRIER JACKET: KRAFT PAPER REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM OR VINYL; MOISTURE VAPOR PERMEABILITY: 0.029 NG/PA S M (0.02 PERM INCH), VA-EN TESTED IN ACCORDANCE WITH ASTM E 96/E 96M; SECURE WITH SELF-SEALING LONGITUDINAL LAPS AND Burr STRIPS. C. VAPOR BARRIER LAP ADHESIVE COMPATIBLE WITH INSULATION. D. INSULATING CEMENT/MASTIC: ASTM C 195; HYDRAULIC SETTING ON MINERAL WOOL 2.04 CELLULAR GLASS A. INSULATION: ASTM C 552, GRADE 2; 'K' VALUE 0.41 AT 100 DEGREES F; SERVICE TEMPERATURE: UP TO 900 DEGREES F; WATER VAPOR PERMEABIUTY: 0.005 PERM INCH; WATER ABSORPTION: 0.2 PERCENT BY VOLUME, MAXIMUM; DENSITY: MINIMUM 6.80 LB/CU Fr. 2.05 HYDROUS CALCIUM SIUCATE A. INSULATION: ASTM C 533; RIGID MOLDED, ASBESTOS FREE, GOLD COLOR; 'K' VALUE: 0.40 AT 300 DEGREES F. WHEN TESTED IN ACCORDANCE VATFI ASTM C 177 OR C518; MAXIMUM SERVICE TEMPERATURE: 1200 DEGREES F; DENSITY: 15 LB/CU FT; ITE WIRE: 0.048 INCHES STAINLESS STEEL VATH TWISTED ENDS ON MAXIMUM 12 INCH CENTERS. C. INSULATING CEMENT: ASTM C 449/C 449M. 2.06 FLEXIBLE ELASTOMERIC CELLULAR INSULATION A. INSULATION: PREFORMED FLEXIBLE ELASTOMERIC CELLULAR RUBBER INSULATION COMPLYING VATH MTN C 534 GRADE 3, IN SHEET FORM; MINIMUM SERVICE TEMPERATURE: -40 DEGREES F; MAXIMUM SERVICE -TEMPERATURE: 220 DEGREES F; CONNECTION: WATERPROOF VAPOR BARRIER ADHESIVE; ELASTOMERIC FOAM ADHESIVE: AIR DRIED, CONTACT ADHESIVE, COMPATIBLE VATH INSULATION. 2.07 JACKETS A. PVC PLASTIC: JACKET: SHEET MATERIAL, OFF-WHITE COLOR; MINIMUM SERVICE TEMPERATURE: -40 DEGREES F; MAXIMUM SERVICE TEMPERATURE: 150 DEGREES F; MOISTURE VAPOR PERMEABIUTY: 0.029 NG/PA S M (0.02 PERM INCH), WHEN TESTED IN ACCORDANCE WITH ASTM E 96/E 96M; THICKNESS: 10 MIL CONNECTIONS: PRESSURE SENSTIVE COLOR MATCHING VINYL TAPE OR BRUSH ON WELDING ADHESVE; COVERING ADHESIVE MASTIC: COMPATIBLE WITH INSULATION. B. CANVAS JACKET: UL LISTED 6 OZ/SQ YD PLAIN WEAVE COTTON FABRIC TREATED WITH DILUTE FIRE RETARDANT LAGGING ADHESIVE; LAGGING ADHESIVE: COMPATELE VATH INSULATION. C. ALUMINUM JACKET: ASTM B 209 (ASTM B 209M) FORMED ALUMINUM SHEET; THICKNESS: 0.016 INCH SHEET; FINISH: SMOOTH; JOINING: LONGITUDINAL SUP JOINTS AND 2 INCH LAPS; METAL JACKET BANDS: 3/8 INCH WIDE; 0.015 INCH THICK ALUMINUM. D. STAINLESS STEEL JACKET: ASTIA A 666, TYPE 304 STAINLESS STEEL THICKNESS: 0.010 INCH; FINISH: SMOOTH; METAL JACKET BANDS: 3/8 INCH WIDE; 0.010 INCH THICK STAINLESS STEEL. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT EQUIPMENT HAS BEEN TESTED BEFORE APPLYING INSULATION MATERIALS. B. VERIFY THAT SURFACES ARE CLEAN AND DRY, VATH FOREIGN MATERIAL REMOVED. 3.02 INSTALLATION A. INSTALL IN ACCORDANCE VATH MANUFACTURER'S INSTRUCTIONS. B. FACTORY INSULATED EQUIPMENT: DO NOT INSULATE. C. EXPOSED EQUIPMENT: LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE LOCATIONS. D. APPLY INSULATION CLOSE TO EQUIPMENT BY GROOVING, SCORING, AND BEVEUNG INSULATION. FASTEN INSULATION TO EQUIPMENT WITH STUDS, PINS, CUPS, ADHESIVE, WIRES, OR BANDS. E. ALL JOINTS, CRACKS, SEAMS, AND DEPRESSIONS VATH BEDDING COMPOUND TO FORM SMOOTH SURFACE. ON COLD EQUIPMENT, USE VAPOR BARRIER CEMENT. F. INSULATED EQUIPMENT CONTAINING FLUIDS BELOW AMBIENT TEMPERATURE. INSULATE ENTRE SYSTEM. G. ABER GLASS INSULATED EQUIPMENT CONTAINING FLUIDS BELOW AMBIENT TEMPERATURE. PROVIDE VAPOR BARRIER JACKETS, FACTORY-APPUED OR FIELD- APPUED. FINISH WITH GLASS CLOTH AND VAPOR BARRIER ADHESIVE. H. FOR HOT EQUIPMENT CONTAINING FLUIDS 140 DEGREES F OR LESS, DO NOT INSULATE FLANGES AND UNIONS, BUT BEVEL AND SEAL ENDS OF INSULATION. I. FOR HOT EQUIPMENT CONTAINING FLUIDS OVER 140 DEGREES F, INSULATE FLANGES AND UNIONS WITH REMOVABLE SECTIONS AND JACKETS. J. FIBER GLASS INSULATED EQUIPMENT CONTAINING FLUIDS ABOVE AMBIENT 'TEMPERATURE: PROVIDE STANDARD JACKETS, WITH OR WITHOUT VAPOR BARRIER, FACTORY-APPUED OR FIELD-APPUED. FINISH WTH GLASS CLOTH AND ADHESIVE. K. INSERTS AND SHIELDS APPUCATTON: EQUIPMENT 2 INCHES DIAMETER OR LARGER; SHIELDS: GALVANIZED STEEL BETWEEN HANGERS AND INSERTS; INSERT LOCATION: BETWEEN SUPPORT SHIELD AND EQUIPMENT AND UNDER THE FINISH JACKET; INSERT CONFIGURATION: MINIMUM 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION; MAY BE FACTORY FABRICATED; INSERT MATERIAL HYDROUS CALCIUM SUCATE INSULATION OR OTHER HEAVY DENSITY INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. L FINISH INSULATION AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. M. EQUIPMENT IN MECHANICAL EQUIPMENT ROOMS OR FINISHED SPACES: FINISH WITH CANVAS JACKET SIZED FOR FINISH PAINTING, PVC JACKET AND FITTING COVERS, ALUMINUM JACKET, OR STAINLESS STEEL JACKET. N. EXTERIOR APPUCATIONS: PROVIDE VAPOR BARRIER JACKET OR FINISH VATH GLASS MESH REINFORCED VAPOR BARRIER CEMENT. COVER VATH ALUMINUM OR STAINLESS STEEL JACKET VATH SEAMS LOCATED ON BOTTOM SIDE OF HORIZONTAL EQUIPMENT. DO NOT USE ALUMINUM JACKET IF PROJECT LOCATION IS WITHIN 50 MILES OF A SALT WATER BODY. 0. NAMEPLATES AND ASME STAMPS: BEVEL AND SEAL INSULATION AROUND; DO NOT INSULATE OVER. P. EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE, REPAIR, OR MEANING: INSTALL INSULATION SO IT CAN BE EASILY REMOVED AND REPLACED WITHOUT DAMAGE. 3.03 SCHEDULES A. THE CONTRACTOR MAY USE ANY OF THE FOLLOWING INSULATING MATERIALS, AT HIS OPTION, PROVIDED THE SELECTED MATERIAL MEETS VAN THE APPROVAL OF ALL STATE, LOCAL AUTHORITIES AND UTIUTY COMPANY REQUIREMENTS. VERIFICATION OF COMPUANCE OF THE SELECTED PIPING MATERIAL IS 1I1E SOLE RESPONSIBIUTY OF THE INSTALUNG CONTRACTOR. B. PLUMBING SYSTEMS: 1. DOMESTIC HOT WATER STORAGE TANKS: A. GLASS FIBER, FLEXIBLE INSULATION: 2 INCHES THICK. B. GLASS FIBER, RIGID INSULATION: 2 INCHES THICK. C. CELLULAR GLASS INSULATION: 2 1/2 INCHES THICK. D. HYDROUS CALCIUM SIUCATE INSULATION: 2 1/2 INCHES THICK. E. FLEXIBLE ELASTOMERIC CELLULAR INSULATION: 2 INCHES THICK. 2. DOMESTIC COLD WATER STORAGE/PRESSURE TANKS: A. GLASS FIBER, FLEXIBLE INSULATION: 1 INCHES 'THICK. B. GLASS FIBER, RIGID INSULATION: 1 INCHES THICK. C. CELLULAR GLASS INSULATION: 1 INCHES 'THICK. D. HYDROUS CALCIUM SIUCATE INSULATION: 1 INCHES THICK. E. FLEXIBLE ELASTOMERIC CELLULAR INSULATION: 1 INCHES THICK. C. EQUIPMENT EXPOSED TO FREEZING WITH HEAT TRACING: 1. GLASS ABER, FLEXIBLE INSULATION: 5 INCHES THICK. 2. GLASS FIBER, RIGID INSULATION: 4 INCHES THICK. 3. CELLULAR GLASS INSULATION: 5 INCHES THICK. 4. HYDROUS CALaUM SIUCATE INSULATION: 5 INCHES THICK. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 17 2012 City of Tukwila BUILDING DIVISION END OF SECTION -1)G1),-).17 RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 1PLUMBING SPECIFICATIONS PIA et., SPINI ID 0.1.• 0 2011 ARCVISION, INC THIS DRAWING, THE DESIGN IND I GATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGL. I A, N C A R B , R I . ANY USE OR REUSE OF °RIG INAL OR ALTERED DES! &N MATERIALS BY THE CL IENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVI EW AND IAIRITTEN APPROVAL OF THE DESIGN PROFESS! ONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE 71-1E CLIENT AGREES TO DEFEND, I NDEMN I FY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MOD IF 1 CAT1 ON OR REUSE OF THESE MATERIALS. THE 6ENERA1- CONTRACTOR AND/OR ALL SUB-CONTRACTORS IAIORK IN& FROM THESE PLANS AND SPEC IFICATI ONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE AR01-117E0T OR HIS REPRESENTATIVE REGARD I N6 MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE IND I 0A7ED SIZE. THESE DRAWING'S WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. GOGL IA DATE ISSUE DATE ISSUE 10/26/11 - TGP, REV1EN 4*1 10/26/11 - LL REVIEIN #1 11/07/12 - FOR PERMIT ARCH' TECT ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 Pk (314) 415-2400 FAX (314) 415-2300 www.arcv.com STORE TYPE TEGH 2 - 2010-10 PRO.-ECT SQUARE FOOTAGE SALES SUPPORT TOTAL 28635F 5655r 35°185F PROJECT THE CHi1..DRENVS STORE 1322 SOUTHGENTER MALL SEATTLE, INA 0181843 SCALE AS NOTED DRAWN BY OK ARGVIS1ON PROJECT # 120c1cIS CHECKED BY RF SHEET TITLE PLUMBING SPEC I F I GAT I 01%15 SHEET NUM15ER FLO SECTION 220719 - PLUMBING PIPING INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. PLUMBING PIPING INSULATION; DOMESTIC HOT AND TEMPERED WATER PIPING; DOMESTIC COLD WATER PIPING; CONDENSER WATER PIPING INSTALLED OUTDOORS IN HOT CUMATES6; EXTERIOR METAL JACKETED PIPING7. PART 2 PRODUCTS 2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION A. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM E 84, NFPA 255, OR UL 723. B. THE CONTRACTOR MAY USE ANY OF THE FOLLOWING INSULATING /JACKETING MATERIALS, AT HIS OPTION, PROVIDED THE SELECTED MATERIAL MEETS WITH THE APPROVAL OF ALL STATE, LOCAL AUTHORITIES AND UTILITY COMPANY REQUIREMENTS. VERIFICATION OF COMPLIANCE OF THE SELECTED INSULATING /JACKETING MATERIAL IS THE SOLE RESPONSIBILITY OF THE INSTAWNG CONTRACTOR. 2.02 GLASS FIBER A. MANUFACTURERS: KNAUF INSULATION; JOHNS MANVILLE CORPORATION; OWENS CORNING CORP; CERTAIN TEED CORPORATION. B. INSULATION: ASTM C 547 AND ASTM C 795; RIGID MOLDED, NONCOMBUSTIBLE; 'K' VALUE ASTM C 177, 0.24 AT 75 DEGREES F; MAXIMUM SERVICE TEMPERATURE: 850 DEGREES F; MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME. C. INSULATION: ASTM C 547 AND ASTM C 795; SEMI- RIGID, NONCOMBUSTIBLE, END GRAIN ADHERED TO JACKET; 'K' VALUE: ASTM C 177, 0.24 AT 75 DEGREES F; MAXIMUM SERVICE TEMPERATURE: 650 DEGREES n MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME. D. VAPOR` BARRIER JACKET: WHITE KRAFT PAPER WITH GLASS ABER YARN, BONDED TO ALUMINIZED FILM; MOISTURE VAPOR TRANSMISSION WHEN TESTED IN ACCORDANCE WITH ASTM E 96/E 96M OF 0.02 PERM- INCHES. E. VAPOR BARRIER LAP ADHESIVE COMPATIBLE WITH INSULATION. F. INSULATING CEMENT/MASTIC: ASTM C 195; HYDRAUUC SETTING ON MINERAL WOOL FABRIC: C TH: 9 OZ/SQ G. FIBROUS GLASS LO UNTREATED; TE . / Q YD WEIGHT; BLANKET: 1.0 LB /CU FT DENSITY; WEAVE 5X5. H. INDOOR VAPOR BARRIER FINISH: VINYL EMULSION TYPE ACRYUC, COMPATIBLE WITH INSULATION, WHITE COLOR; OUTDOOR VAPOR BARRIER MASTIC: VINYL EMULSION TYPE ACRYLIC OR MASTIC, COMPATIBLE WITH INSULATION, BLACK COLOR; OUTDOOR BREATHER MASTIC: VINYL EMULSION TYPE ACRYUC OR MASTIC, COMPATIBLE WITH INSULATION, BLACK COLOR. I. INSULATING CEMENT ASTM C 449/C 449M. 2.03 FLEXIBLE ELASTOMERIC CELLULAR INSULATION A. MANUFACTURER: ARMACELL INTERNATIONAL B. INSULATION: PREFORMED FLEXIBLE ELASTOMERIC CELLULAR RUBBER INSULATION COMPLYING WITH ASTM C 534 GRADE 1; USE MOLDED TUBULAR MATERIAL WHEREVER POSSIBLE; MINIMUM SERVICE TEMPERATURE: -40 DEGREES F; MAXIMUM SERVICE TEMPERATURE: 220 DEGREES F; CONNECTION: WATERPROOF VAPOR BARRIER ADHESIVE. C. ELASTOMERIC FOAM ADHESIVE AIR DRIED, CONTACT ADHESIVE, COMPATIBLE WITH INSULATION. 2.04 JACKETS A. PVC PLASTIC. 1. MANUFACTURERS: KNAUF FIBER GLASS; JOHNS MANVILLE CORPORATION; OWENS CORNING CORP; CERTAIN1EED CORPORATION. 2. JACKET: ONE PIECE MOLDED TYPE FITTING COVERS AND SHEET MATERIAL OFF -WHITE COLOR; MINIMUM SERVICE TEMPERATURE 0 DEGREES F; MAXIMUM SERVICE TEMPERATURE: 150 DEGREES F; MOISTURE VAPOR PERMEABIUTY: 0.002 PERM INCH, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM E 96/E 96M; THICKNESS: 10 MIL CONNECTIONS: BRUSH ON WELDING ADHESIVE; COVERING ADHESIVE MASTIC: COMPATIBLE WITH INSULATION. ABS PLASTIC: 1. JACKET: ONE PIECE MOLDED TYPE FITTING COVERS AND SHEET MATERIAL. OFF -WHITE COLOR; MINIMUM SERVICE TEMPERATURE -40 DEGREES F; MAXIMUM SERVICE TEMPERATURE OF 180 DEGREES F; MOISTURE VAPOR PERMEABIUTY: 0.012 PERM INCH, WHEN TESTED IN ACCORDANCE WITH ASTM E 96/E 96M; THICKNESS: 30 MIL; CONNECTIONS: BRUSH ON WELDING ADHESIVE. C. CANVAS JACKET: UL USTED 6 OZ /SQ YD PLAIN WEAVE COTTON FABRIC TREATED WITH DILUTE FIRE RETARDANT LAGGING ADHESIVE; LAGGING ADHESIVE COMPATIBLE WITH INSULATION. D. ALUMINUM JACKET: ASTM B 209 (ASTM B 209M) FORMED ALUMINUM SHEET; THICKNESS: 0.016 INCH SHEET; FINISH: EMBOSSED; JOINING: LONGITUDINAL SUP JOINTS AND 2 INCH LAPS; FITTINGS: 0.016 INCH THICK DIE SHAPED FITTING COVERS WITH FACTORY ATTACHED PROTECTIVE UNER; METAL JACKET BANDS: 3/8 INCH WIDE; 0.015 INCH THICK ALUMINUM; METAL JACKET BANDS: 3/8 INCH WIDE; 0.010 INCH THICK STAINLESS STEEL E. STAINLESS STEEL JACKET: ASTM A 666, TYPE 304 STAINLESS STEEL; THICKNESS: 0.010 INCH; FINISH: SMOOTH; METAL JACKET BANDS: 3/8 INCH WIDE; 0.010 INCH THICK STAINLESS STEEL PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT PIPING HAS BEEN TESTED BEFORE APPLYING INSULATION MATERIALS. B. VERIFY THAT SURFACES ARE CLEAN AND DRY, WITH FOREIGN MATERIAL REMOVED. 3.02 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. INSTALL IN ACCORDANCE WITH NAIMA NATIONAL INSULATION STANDARDS. C. EXPOSED PIPING: LOCATE INSULATION AND COVER SEAMS IN LEAST VISIBLE LOCATONS.8 D. INSULATED PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE: INSULATE ENTIRE SYSTEM INCLUDING FITTINGS, VALVES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS, AND EXPANSION JOINTS. E. GLASS FIBER INSULATED PIPES CONVEYING FLUIDS BELOW AMBIENT TEMPERATURE: PROVIDE VAPOR BARRIER JACKETS. FACTORY - APPUED OR FIELD - APPUED. SECURE WITH SELF- SEALING LONGITUDINAL LAPS AND BUTT STRIPS WATH PRESSURE SENSITIVE ADHESIVE. SECURE WITH OUTWARD CONCH EXPANDING STAPLES AND VAPOR BARRIER MASTIC; INSULATE FITTINGS. JOINTS, AND VALVES WITH MOLDED INSULATION OF UKE MATERIAL AND THICKNESS AS ADJACENT PIPE. FINISH WITH GLASS CLOTH AND VAPOR BARRIER ADHESIVE OR PVC FITTING COVERS. F. FOR HOT PIPING CONVEYING FLUIDS 140 DEGREES F OR LESS, DO NOT INSULATE FLANGES AND UNIONS AT EQUIPMENT, BUT BEVEL AND SEAL ENDS OF INSULATION. G. FOR HOT PIPING CONVEYING FLUIDS OVER 140 DEGREES F, INSULATE FLANGES AND UNIONS AT EQUIPMENT. H. GLASS FIBER INSULATED PIPES CONVEYING FLUIDS ABOVE AMBIENT TEMPERATURE: PROVIDE STANDARD JACKETS, WITH OR WITHOUT VAPOR BARRIER, FACTORY- APPUED OR FIELD- APPUED. SECURE WITH SELF - SEALING LONGITUDINAL LAPS AND BUTT STRIPS WITH PRESSURE SENSITIVE ADHESIVE. SECURE WITH OUTWARD CUNCH EXPANDING STAPLES; INSULATE FITTINGS, JOINTS, AND VALVES WITH INSULATION OF UKE MATERIAL AND THICKNESS AS • ADJOINING PIPE. FINISH WITH GLASS CLOTH AND ADHESIVE OR PVC FITTING COVERS. I. INSERTS AND SHIELDS: APPUCATION: PIPING 2 INCHES DIAMETER OR LARGER; SHIELDS: GALVANIZED STEEL BETWEEN PIPE HANGERS OR PIPE HANGER ROLLS AND INSERTS; INSERT LOCATION: BETWEEN SUPPORT SHIELD AND PIPING AND UNDER THE FINISH JACKET; INSERT CONFIGURATION: MINIMUM 6 INCHES LONG, OF SAME THICKNESS AND CONTOUR AS ADJOINING INSULATION; MAY BE • FACTORY FABRICATED; INSERT MATERIAL: HYDROUS CALCIUM SILICATE INSULATION OR OTHER HEAVY DENSITY INSULATING MATERIAL SUITABLE FOR THE PLANNED TEMPERATURE RANGE. J. CONTINUE INSULATION THROUGH WALLS. SLEEVES, PIPE HANGERS, AND OTHER PIPE PENETRATIONS. FINISH AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. AT FIRE SEPARATIONS, FIRE STOP PENETRATIONS TO MEET LOCAL CODE REQUIREMENTS. K. PIPE EXPOSED IN FINISHED SPACES (LESS THAN 10 FEET ABOVE FINISHED FLOOR): FINISH WITH ALUMINUM, STAINLESS STEEL, ABS OR PVC JACKET AND FITTING COVERS. L EXTERIOR APPUCATIONS: PROVIDE VAPOR BARRIER JACKET. INSULATE FITTINGS, JOINTS, AND VALVES WITH INSULATION OF UKE MATERIAL AND THICKNESS AS ADJOINING PIPE, AND FINISH WITH GLASS MESH REINFORCED VAPOR BARRIER CEMENT. COVER WITH ALUMINUM OR STAINLESS STEEL JACKET WITH SEAMS LOCATED ON BOTTOM SIDE OF HORIZONTAL PIPING. DO NOT USE ALUMINUM JACKETS ON PROJECTS WITHIN 50 MILES OF A SALT WATER BODY. 3.03 SCHEDULES A. THE CONTRACTOR MAY USE ANY OF THE FOLLOWING INSULATING MATERIALS, AT HIS OPTION, PROVIDED THE SELECTED MATERIAL MEETS WITH THE APPROVAL OF ALL STATE, LOCAL AUTHORITIES AND UTILITY COMPANY REQUIREMENTS. VERIFICATION OF COMPUANCE OF THE SELECTED INSULATING MATERIAL AND THICKNESS WITH ALL STATE AND LOCAL CODES AND UTILITY COMPANY REQUIREMENTS IS THE SOLE RESPONSIBIUTY OF THE INSTAWNG CONTRACTOR. B. PLUMBING SYSTEMS: 1. DOMESTIC HOT AND TEMPERED WATER SUPPLY AND RECIRCULATION: A. GLASS FIBER INSULATION: ALL PIPE THICKNESS: 1 INCH. B. FLEXIBLE ELASTOMERIC CELLULAR FOAM INSULATION: PIPE SIZE RANGE: FIRST 8 FEET OF PIPE FROM FIXTURE, UP TO 1 1/4 INCH: THICKNESS: 1/2 INCH.; ALL OTHER PIPE: THICKNESS: 1 INCH. 2. DOMESTIC COLD WATER: A. GLASS FIBER INSULATION: PIPE SIZE RANGE: ALL SIZES; THICKNESS: 1/2 INCH. B. FLEXIBLE ELASTOMERIC CELLULAR FOAM INSULATION: PIPE SIZE RANGE: ALL SIZES; THICKNESS: 1/2 INCH.1112 C. COOLING SYSTEMS: 1. COLD CONDENSATE DRAINS: A. GLASS FIBER INSULATION: PIPE SIZE RANGE: ALL SIZES; THICKNESS: 1/2 INCH. B. FLEXIBLE ELASTOMERIC CELLULAR FOAM INSULATION: PIPE SIZE RANGE: ALL SIZES; THICKNESS: 1/2 INCH. END OF SECTION SECTION 220720 - PIPING SAFETY COVERS PART 1 GENERAL 1.01 SECTION INCLUDES A. PIPING SAFETY COVERS. PART 2 PRODUCTS 2.01 MANUFACTURERS A. ACCEPTABLE MANUFACTURER: TRUEBRO, INC. 2.02 PIPING INSULATION ACCESSORIES A. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: AMERICANS WITH DISABIUTIES ACT (ADA), ARTICLE 4.19.4; ANSI/ICC A117.1, AMERICAN NATIONAL STANDARD FOR ACCESSIBLE BUILDINGS AND FACILITIES; REQUIREMENTS OF APPUCABLE BUILDING CODE. • B. PIPING SAFETY COVERS: TRUEBRO LAV- GUARD; CHARACTERISTICS: THREE - PIECE MOLDED ASSEMBLY, MINIMUM 1/8 INCH WALL THICKNESS, WITH INTERNAL RIBS TO PROVIDE AIR SPACE BETWEEN PIPING AND PIPING INSULATION JACKET, MOLDED TO RECEIVE MANUFACTURER'S SNAP -CUP FASTENERS; VINYL MATERIAL IMPACT - RESISTANT AND STAIN- RESISTANT MOLDED CLOSED -CELL ANTI - MICROBIAL VINYL COMPOUND, UV- STABLE, NON - FADING, NON YELLOWING; HAVING THE FOLLOWING PERFORMANCE CHARACTERISTICS: BURNING CHARACTERISTICS: 0 SECONDS AVERAGE TIME OF BURNING (ATB), 0 MM AREA OF BURNING (AEB), WHEN TESTED IN ACCORDANCE WITH ASTM D 635; THERMAL CONDUCTIVITY: K- VALUE 1.17, WHEN TESTED IN ACCORDANCE WITH ASTM C 177; INDENTATION HARDNESS: 60, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D 2240, USING TYPE A DUROMETER; TRAP ASSEMBLY COVER: THREE -PIECE ASSEMBLY, WITH REMOVABLE CLEAN -OUT NUT ENCLOSURE; ANGLE STOP COVERS: FORMED WITH HINGED CAP FOR ACCESS TO VALVE WITHOUT REQUIRING COVER REMOVAL; CONFIGURATIONS: IN ACCORDANCE WITH MANUFACTURER'S PRODUCT DATA FOR PROJECT PIPING CONFIGURATIONS INDICATED ON DRAWINGS; COLOR: CHINA WHITE, GLOSS FINISH; PAINTABLE; FASTENERS: MANUFACTURER'S STANDARD RE- USABLE SNAP -CUP FASTENERS; WIRE -11E FASTENERS NOT PERMITTED PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT PIPING CONFIGURATIONS ARE CORRECT TYPE FOR PIPING COVER COMPONENT CONFIGURATIONS SPECIFIED. 3.02 INSTALLATION A. INSTALL PRODUCTS OF THIS SECTION IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 3.03 PROTECTION OF INSTALLED PRODUCTS A. DO NOT ALLOW DAMAGE TO INSTALLED PRODUCTS BY SUBSEQUENT CONSTRUCTION ACTIVITIES; PROTECT PRODUCTS UNTIL SUBSTANTIAL COMPLETION. REPLACE ANY DAMAGED PRODUCTS PRIOR TO OCCUPANCY. END OF SECTION14 SECTION 221005 - PLUMBING PIPING PART 1 GENERAL 1.01 SECTION INCLUDES A. PIPE, PIPE FITTINGS, VALVES, AND CONNECTIONS FOR PIPING SYSTEMS: SANITARY SEWER, INTERIOR; DOMESTIC WATER, INTERIOR; DOMESTIC AND FIRE SERVICE WATER. EXTERIOR15; NATURAL GAS, INTERIOR.16 PART 2 PRODUCTS 2.01 THE CONTRACTOR MAY USE ANY OF THE FOLLOWING PIPING MATERIALS, AT HIS OPTION, PROVIDED THE SELECTED MATERIAL MEETS WITH THE APPROVAL OF ALL STATE AND LOCAL AUTHORITIES AND UTIUTY COMPANY REQUIREMENTS. VERIFICATION OF COMPUANCE OF THE SELECTED PIPING MATERIAL WITH LOCAL REQUIREMENTS IS THE SOLE RESPONSIBIUTY OF THE INSTALLING CONTRACTOR. VERIFY THE USE OF PLASTIC PIPING SYSTEMS WITH THE LOCAL JURISDICTION. NON-METALLIC PIPING SYSTEMS MAY NOT BE USED IN ANY RETURN AIR PLENUM CEIUNG SPACES. NO EXCEPTIONS.17 2.02 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. CAST IRON PIPE: ASTM A 74 SERVICE WEIGHT; FlTIINGS: CAST IRON; JOINTS: HUB- AND - SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C 564 NEOPRENE GASKETS OR LEAD AND OAKUM. B. ABS PIPE ASTM D 2751, ASTM F 628, ASTM D2661, OR ASTM 02751; FITTINGS: ABS; JOINTS: SOLVENT WELDED WITH ASTM D 2235 CEMENT.18 2.03 SANITARY SEWER PIPING, ABOVE GRADE A. CAST IRON PIPE. ASTM A 74, SERVICE WEIGHT; FITTINGS: CAST IRON; JOINT SEALS: ASTM C 564 NEOPRENE GASKETS. OR LEAD AND OAKUM. B. CAST IRON PIPE CISPI 301, HUBLESS, SERVICE WEIGHT; FITTINGS: CAST IRON; JOINTS: CISPI 310, NEOPRENE GASKETS AND STAINLESS STEEL CLAMP - AND- SHIELD ASSEMBUES.19 2.04 WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. COPPER PIPE: ASTM B 42, HARD DRAWN; FITTINGS: ASME B16.18, CAST COPPER ALLOY OR ASME 816.22 WROUGHT COPPER AND BRONZE; JOINTS: ASTM B 32, ALLOY SN95 SOLDER. B. DUCTILE IRON PIPE AWWA C151/A21.51; FITTINGS: DUCTILE OR GRAY IRON, STANDARD THICKNESS; JOINTS: AWWA C111/A21.11, RUBBER GASKET WITH 3/4 INCH DIAMETER RODS.20 2.05 WATER PIPING, ABOVE GRADE A. COPPER TUBE ASTM B 88 (ASTM B 88M), TYPE L (B), DRAWN (H); FITTINGS: ASME B16.18, CAST COPPER ALLOY OR ASME B16.22, WROUGHT COPPER AND BRONZE; FITTINGS: CAST IRON, COATED; JOINTS: ASTM B 32, ALLOY SN95 SOLDER; JOINTS: GROOVED MECHANICAL COUPUNGS.21 2.06 NATURAL GAS PIPING, ABOVE GRADE A. STEEL PIPE ASTM A 53/A 53M SCHEDULE 40 BLACK; FITTINGS: 3" AND LARGER SHALL BE ASME B16.3, MALLEABLE IRON, OR ASTM A 234/A 234M, WROUGHT STEEL WELDING TYPE. THREADED FITTINGS MAY BE USED ON PIPING 2 1/2" AND SMALLER. EXCEPT WHERE NOTED ON THE DRAWINGS OR REQUIRED BY CODE TO BE WELDED; JOINTS: NFPA 54, THREADED OR WELDED TO ASME B31.1. B. COPPER TUBE ASTM B 88 (ASTM B 86M), TYPE K (A) OR L (B) ANNEALED; FITTINGS: ASME B16.26, CAST BRONZE; JOINTS: FLARED.22 2.07 FLANGES, UNIONS, AND COUPUNGS A. UNIONS FOR PIPE SIZES 3 INCHES AND UNDER: FERROUS PIPE: CLASS 150 MALLEABLE IRON THREADED UNIONS; COPPER TUBE AND PIPE CLASS 150 BRONZE UNIONS WITH SOLDERED JOINTS. B. FLANGES FOR PIPE SIZE OVER 1 INCH: FERROUS PIPE: CLASS 150 MALLEABLE IRON THREADED OR FORGED STEEL SUP -ON FLANGES; PREFORMED NEOPRENE GASKETS; COPPER TUBE AND PIPE: CLASS 150 SLIP -ON BRONZE FLANGES; PREFORMED NEOPRENE GASKETS. C. GROOVED AND SHOULDERED PIPE END COUPUNGS: HOUSING: MALLEABLE IRON CLAMPS TO ENGAGE AND LOCK, DESIGNED TO PERMIT SOME ANGULAR DEFLECTION, CONTRACTION, AND EXPANSION; STEEL BOLTS, NUTS, AND WASHERS; GALVANIZED FOR GALVANIZED PIPE; SEAUNG GASKET: "C' SHAPE COMPOSITION SEAUNG GASKET. D. DIELECTRIC CONNECTIONS: UNION WITH GALVANIZED OR PLATED STEEL THREADED END, COPPER SOLDER END, WATER IMPERVIOUS ISOLATION BARRIER. 2.08 PIPE HANGERS AND SUPPORTS A. PLUMBING PIPING - DRAIN, WASTE, AND VENT: CONFORM TO MSS SP -58; HANGERS FOR PIPE SIZES 1/2 INCH TO 1 -1/2 INCHES: MALLEABLE IRON, ADJUSTABLE SWIVEL, SPUT RING; HANGERS FOR PIPE SIZES 2 INCHES AND OVER: CARBON STEEL, ADJUSTABLE, CLEVIS; MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND HANGER RODS; WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK; WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP; VERTICAL SUPPORT: STEEL RISER CLAMP; FLOOR SUPPORT: CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEEL SUPPORT; COPPER PIPE SUPPORT: CARBON STEEL RING, ADJUSTABLE, COPPER PLATED. B. PLUMBING PIPING - WATER AND GAS: CONFORM TO MSS SP -58; HANGERS FOR PIPE SIZES 1/2 INCH TO 1 -1/2 INCHES: MALLEABLE IRON. ADJUSTABLE SWIVEL, SPUT RING; HANGERS FOR COLD PIPE SIZES 2 INCHES AND OVER: CARBON STEEL. ADJUSTABLE, CLEVIS; HANGERS FOR HOT PIPE SIZES 2 INCHES TO 4 INCHES: CARBON STEEL ADJUSTABLE, CLEVIS; HANGERS FOR HOT PIPE SIZES 6 INCHES AND OVER: ADJUSTABLE STEEL YOKE, CAST IRON PIPE ROLL DOUBLE HANGER; MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SUPPORTS OR SPACERS AND HANGER RODS; MULTIPLE OR TRAPEZE HANGERS FOR HOT PIPE SIZES 6 INCHES AND OVER: STEEL CHANNELS WITH WELDED SUPPORTS OR SPACERS AND HANGER RODS. CAST IRON ROLL; WALL SUPPORT FOR PIPE SIZES TO 3 INCHES: CAST IRON HOOK; WALL . SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP; WALL SUPPORT FOR HOT PIPE SIZES 6 INCHES AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP WITH ADJUSTABLE STEEL YOKE AND CAST IRON PIPE ROLL; VERTICAL SUPPORT: STEEL RISER CLAMP; FLOOR SUPPORT FOR COLD PIPE CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEEL SUPPORT; FLOOR SUPPORT FOR HOT PIPE SIZES TO 4 INCHES: CAST IRON ADJUSTABLE PIPE SADDLE. LOCKNUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR STEEL SUPPORT; FLOOR SUPPORT FOR HOT PIPE SIZES 6 INCHES AND OVER: ADJUSTABLE CAST IRON PIPE ROLL AND STAND. STEEL SCREWS, AND CONCRETE PIER OR STEEL SUPPORT; COPPER PIPE SUPPORT: CARBON STEEL RING, ADJUSTABLE, COPPER PLATED. 2.09 GATE VALVES (EXTERIOR UTIUTY SERVICE ONLY) A. MANUFACTURERS: CONBRACO INDUSTRIES; NIBCO, INC; MILWAUKEE VALVE COMPANY. B. UP TO AND INCLUDING 3 INCHES: MSS SP -80, CLASS 125, BRONZE. BODY, BRONZE TRIM, RISING STEM, HANDWHEEL, INSIDE SCREW, SOUD WEDGE DISC, SOLDER OR THREADED ENDS. PROVIDE EXTENSION TO GRADE AND VALVE BOX PER LOCAL JURISDICTION AND UTILITY COMPANY STANDARDS. POST - INDICATOR TYPE WERE USED FOR FIRE PROTECTION SERVICE OR WHEN INDICATED ON THE DRAWINGS. C. 2 INCHES AND LARGER: MSS SP-70, CLASS 125, IRON BODY, BRONZE TRIM, OUTSIDE SCREW AND YOKE, HANDWHEEL SOUD WEDGE DISC, FLANGED ENDS. PROVIDE EXTENSION TO GRADE AND VALVE BOX PER LOCAL JURISDICTION AND UTILITY COMPANY STANDARDS. POST- INDICATOR TYPE WERE USED FOR FIRE PROTECTION SERVICE OR WHEN INDICATED ON THE DRAWINGS. 2.10 BALL VALVES A. MANUFACTURERS: CONBRACO INDUSTRIES; NIBCO, INC; MILWAUKEE VALVE COMPANY. B. CONSTRUCTION, 4 INCHES AND SMALLER: MSS SP -110, CLASS 150, 400 PSI CWP, BRONZE, TWO PIECE BODY, CHROME PLATED BRASS BALI., REGULAR PORT, TEFLON SEATS AND STUFFING BOX RING, BLOW-OUT PROOF STEM, LEVER HANDLE, SOLDER OR THREADED ENDS. 2.11 BUTTERFLY VALVES A. MANUFACTURERS: HAMMOND VALVE; CRANE CO; MILWAUKEE VALVE COMPANY. B. CONSTRUCTION 1 -1/2 INCHES AND LARGER: MSS SP -67, 200 PSI CWP, CAST OR DUCTILE IRON BODY, NICKEL -PLATED DUCTILE IRON DISC, RESIDENT REPLACEABLE EPDM SEAT, WAFER, LUG, OR GROOVED ENDS, EXTENDED NECK, 10 POSITION LEVER HANDLE. C. PROVIDE GEAR OPERATORS FOR VALVES 8 INCHES AND LARGER, AND CHAIN -WHEEL OPERATORS FOR VALVES MOUNTED OVER 8 FEET ABOVE FLOOR. 2.12 FLOW CONTROLS A. MANUFACTURERS: ITT BELL & GOSSETT; GRISWOLD CONTROLS; TACO, INC. B. CONSTRUCTION: CLASS 125, BRASS OR BRONZE BODY WITH UNION ON INLET, TEMPERATURE AND PRESSURE TEST PLUG ON INLET AND OUTLET. C. CALIBRATION: AUTOMATICALLY CONTROL FLOW WITHIN 5 PERCENT OF SELECTED RATING, OVER OPERATING PRESSURE RANGE OF 10 TIMES MINIMUM PRESSURE REQUIRED FOR CONTROL MAXIMUM MINIMUM PRESSURE 3.5 PSI. 2.13 SWING CHECK VALVES A. MANUFACTURERS: HAMMOND VALVE; NIBCO, INC; MILWAUKEE VALVE COMPANY. B. UP TO 3 INCHES: MSS SP -80, CLASS 125, BRONZE BODY AND CAP, BRONZE SWING DISC WITH RUBBER SEAT, SOLDER OR THREADED ENDS. C. OVER 2 INCHES: MSS SP -71, CLASS 125, IRON BODY, BRONZE SWING DISC, RENEWABLE DISC SEAL AND SEAT, FLANGED OR GROOVED ENDS. 2.14 WATER PRESSURE REDUCING VALVES A. MANUFACTURERS: AMTROL INC; CLA -VAL CO; WATTS REGULATOR COMPANY. B. UP TO 2 INCHES: MSS SP -80, BRONZE BODY, STAINLESS STEEL AND THERMOPLASTIC INTERNAL PARTS, FABRIC REINFORCED DIAPHRAGM, STRAINER, THREADED SINGLE UNION ENDS. C. OVER 2 INCHES: MSS SP -85, CAST IRON BODY, BRONZE FITTED, ELASTOMERIC DIAPHRAGM AND SEAT DISC, FLANGED. 2.15 REUEF VALVES A. PRESSURE RELIEF: MANUFACTURERS: C .A -VAL CO; HENRY TECHNOLOGIES; WATTS REGULATOR COMPANY; AGA Z21.22 CERTIFIED, BRONZE BODY, TEFLON SEAT, STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE ACTUATED. B. TEMPERATURE AND PRESSURE REUEF: MANUFACTURERS: CLA -VAL CO; HENRY TECHNOLOGIES; WATTS REGULATOR COMPANY; AGA Z21.22 CERTIFIED, BRONZE BODY, TEFLON SEAT, STAINLESS STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE ACTUATED, TEMPERATURE RELIEF MAXIMUM 210 DEGREES F, CAPACITY ASME (BPV IV) CERTIFIED AND LABELED. 2.16 STRAINERS A. MANUFACTURERS: ARMSTRONG INTERNATIONAL, INC; GREEN COUNTRY FILTRATION; WEAMCO. B. SIZE 2 INCH AND UNDER: THREADED BRASS BODY FOR 175 PSI CWP, Y PATTERN WITH 1/32 INCH STAINLESS STEEL PERFORATED SCREEN. 2. CLASS 150. THREADED BRONZE BODY 300 PSI CWP, Y PATTERN WITH 1/32 INCH STAINLESS STEEL PERFORATED SCREEN. C. SIZE 1 -1/2 INCH TO 4 INCH: CLASS 125, FLANGED IRON BODY. Y PATTERN WITH 1/16 INCH STAINLESS STEEL PERFORATED SCREEN. D. SIZE 5 INCH AND LARGER: CLASS 125, FLANGED IRON BODY, BASKET PATTERN WITH 1/8 INCH STAINLESS STEEL PERFORATED SCREEN. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT EXCAVATIONS ARE TO REQUIRED GRADE, DRY, AND NOT OVER - EXCAVATED. 3.02 PREPARATION A. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN END FERROUS PIPE. B. REMOVE SCALE AND DIRT, ON INSIDE AND OUTSIDE, BEFORE ASSEMBLY. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. 3.03 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE NON - CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. ROUTE PARALLEL AND PERPENDICULAR TO WALLS. D. INSTALL PIPING TO MAINTAIN HEADROOM, CONSERVE SPACE, AND NOT INTERFERE WITH USE OF SPACE. E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. G. PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURE AND OTHER EQUIPMENT FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. H. LOCATE ALL VALVES AND CONTROL ELEMENTS IN ACCESSIBLE AREAS WHEREVER POSSIBLE TO AVOID ACCESS DOORS. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED OR LOCATED IN ACCESSIBLE AREAS. PROVIDE CEIUNG ACCESS DOORS FOR ACCESS TO ALL VALVES AND CONTROL ELEMENTS LOCATED ABOVE INACCESSIBLE CEIUNG AREAS. PROVIDE MINIMUM 12 X 12 INCH SIZE FOR HAND ACCESS, 18 X 18 INCH SIZE FOR SHOULDER ACCESS, AND AS INDICATED. PROVIDE 4 X 4 INCH FOR SHUT OFF VALVES ONLY. PROVIDE RATED ACCESS DOORS WHERE INSTALLED IN FIRE RATED CONSTRUCTION. REVIEW LOCATIONS PRIOR TO FABRICATION. I. ESTABUSH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE NOT LESS THAN THE MAXIMUM LOCAL FROST DEPTH COVER. INSTALL TRACER WIRE ON ALL PLASTIC PIPING OUTSIDE THE BUILDING. J. INSTALL VENT PIPING PENETRATING ROOFED AREAS TO MAINTAIN INTEGRITY OF ROOF ASSEMBLY. K. ALL ROOFING PENETRATIONS SHALL BE FLASHED AND WEATHER SEALED BY THE ROOFING MANUFACTURER'S AUTHORIZED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. THIS CONTRACTOR SHALL CONTRACT WITH THE FACTORY AUTHORIZED ROOFING CONTRACTOR FOR THE SPECIFIC ROOFING SYSTEM APPUCABLE TO THIS PROJECT. THE USE OF AN UNAUTHORIZED ROOFING CONTRACTOR MAY RESULT IN REMOVAL AND REPLACEMENT OF THE PENETRATION SYSTEMS AT THIS CONTRACTOR'S EXPENSE. L ALL SANITARY VENT SYSTEM TERMINATIONS SHALL BE A MINIMUM OF TEN FEET FROM ANY FRESH AIR INTAKE AND TWENTY -FIVE FEET ON MEDICAL FACILITIES (HOSPITALS, CLINICS, ETC.) M. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. N. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANIES. 0. PREPARE EXPOSED, UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES READY FOR FINISH PAINTING. P. PAINT ALL EXTERIOR ABOVE GRADE PIPING WITH A MINIMUM OF TWO COATS OF PAINT, COLOR TO MATCH ROOF OR WALL SURFACE TO WHICH IT IS ATTACHED; COPPER PIPE APPLY VINYL ETCH PRIMER IMMEDIATELY FOLLOWING CLEANING. EXT 5.5A ALKYD: VINYL WASH PRIMER MPI #80. ALKYD MPI #S, 9 OR 94. SEMI- GLOSS; STEEL PIPE: APPLY ALKYD METAL PRIMER IMMEDIATELY FOLLOWING CLEANING. EXT 5.1D ALKYD: ALKYD METAL PRIMER MPI #79, ALKYD MPI # 94, SEMI - GLOSS; PLASTIC PIPE: APPLY ALKYD BONDING PRIMER IMMEDIATELY FOLLOWING CLEANING. EXT 6.8B ALKYD: BONDING PRIMER MPI #17 OR 69, ALKYD MPI #8, 9 OR 94. Q. EXCAVATE, BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH APPUCABLE SECTIONS OF THIS SPECIFICATION. R. PIPE VENTS FROM GAS PRESSURE REDUCING VALVES TO OUTDOORS AND TERMINATE IN WEATHER PROOF HOOD, UNLESS OF THE VENTLESS DESIGN AND APPROVED BY THE LOCAL JURISDICTION AND THE LOCAL UTILITY COMPANY REGULATES.23 S. PROVIDE DIRT LEGS AS DETAILED ON THE DRAWINGS ON ALL GAS PIPING CONNECTIONS TO APPUANCES. 24 T. THE USE OF SANITARY TEE FITTINGS WILL NOT BE PERMITTED. UTILIZE WYE FITTINGS IN UEU OF TEE FITTINGS FOR ALL INTERSECTIONS OF DRAINAGE PIPING. U. PROVIDE SLEEVES WHEN PENETRATING FOOTINGS, MASONRY WALLS AND FLOORS. SEAL AND ARE STOP PIPE AND SLEEVE PENETRATIONS TO ACHIEVE FIRE RESISTANCE EQUIVALENT TO FIRE SEPARATION REQUIRED. ALL PENETRATIONS THROUGH FOOTINGS AND FLOORS SHALL BE SEALED WATER TIGHT. V. WHEREEVER PIPING IS LOCATED WITHIN 1.5 INCHES OF THE NEAREST EDGE OF STUDS, JOISTS, RAFTERS OR SIMILAR MEMBERS, PROVIDE MINIMUM 0.062 INCH THICK STEEL PROTECTIVE SHIELD PLATES EXTENDING 2" ABOVE AND BELOW THE PIPE BEING PROTECTED. SHIELD PLATES MAY BE OMITTED ON CAST IRON PIPING ONLY. W. INSERTS: PROVIDE INSERTS FOR PLACEMENT IN CONCRETE FORMWORK; PROVIDE INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS AND SIDES OF REINFORCED CONCRETE BEAMS; PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR INSERTS CARRYING PIPE OVER 4 INCHES; WHERE CONCRETE SLABS FORM FINISHED CEIUNG, LOCATE INSERTS FLUSH WITH SLAB SURFACE; WHERE INSERTS ARE OMITTED, DRILL THROUGH CONCRETE SLAB FROM BELOW AND PROVIDE THROUGH -BOLT WITH RECESSED SQUARE STEEL PLATE AND NUT RECESSED INTO AND GROUTED FLUSH WITH SLAB. X. PIPE HANGERS AND SUPPORTS: INSTALL IN ACCORDANCE WITH ASME B31.9, ASTM F 708. AND MSS SP -89; SUPPORT HORIZONTAL PIPING AS SCHEDULED; INSTALL HANGERS TO PROVIDE MINIMUM 1/2 INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK; PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW; USE HANGERS WITH 1 -1/2 INCH MINIMUM VERTICAL ADJUSTMENT. DESIGN HANGERS FOR PIPE MOVEMENT WITHOUT DISENGAGEMENT OF SUPPORTED PIPE; SUPPORT VERTICAL PIPING AT EVERY OTHER FLOOR. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PIPING; WHERE SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT SAME ELEVATION, PROVIDE MULTIPLE OR TRAPEZE HANGERS; PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING; PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS LOCATED IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEIUNG SPACES ARE NOT CONSIDERED EXPOSED; PROVIDE HANGERS ADJACENT TO MOTOR DRIVEN EQUIPMENT WITH VIBRATION ISOLATION; SUPPORT CAST IRON DRAINAGE PIPING AT EVERY JOINT. 3.04 APPLICATION A. USE GROOVED MECHANICAL COUPUNGS AND FASTENERS ONLY IN ACCESSIBLE LOCATIONS. B. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. C. INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVES IN COPPER PIPED SYSTEM. SOLDER ADAPTERS TO PIPE. D. INSTALL BALL OR BUTTERFLY VALVES FOR SHUT -OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. E. INSTALL GLOBE, BALL OR BUTTERFLY VALVES FOR THROTTLING, BYPASS, OR MANUAL FLOW CONTROL SERVICES. F. PROVIDE LUG END BUTTERFLY VALVES ADJACENT TO EQUIPMENT WHEN PROVIDED TO ISOLATE EQUIPMENT. G. PROVIDE SPRING LOADED CHECK VALVES ON DISCHARGE OF WATER PUMPS. H. PROVIDE PLUG OR GAS SERVICE RATED BALL VALVES IN NATURAL GAS SYSTEMS FOR SHUT -OFF SERVICE. I. PROVIDE PLUG OR GAS SERVICE RATED BALL VALVES IN PROPANE GAS SYSTEMS FOR SHUT -OFF SERVICE. J. PROVIDE AUTOMATIC FLOW CONTROLS VALVES IN WATER RECIRCULATING SYSTEMS WHERE INDICATED. K. PROVIDE SPRING LOADED CHECK VALVES WHEN LOCATED ON THE DISCHARGE OF PUMPS. 3.05 TOLERANCES A. INTERIOR DRAINAGE PIPING: ESTABLISH INVERT ELEVATIONS WITHIN 1/2 INCH VERTICALLY OF LOCATION INDICATED AND SLOPE TO DRAIN AT MINIMUM OF 1/4 INCH PER FOOT SLOPE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. B. EXTERIOR DRAINAGE PIPING: ESTABLISH INVERT ELEVATIONS WITHIN 1/2 INCH VERTICALLY OF LOCATION INDICATED AND SLOPE TO DRAIN AT A MINIMUM OF 1% GRADE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. VERIFY ALL INVERT ELEVATIONS PRIOR TO COMMENCING WORK. C. WATER PIPING: SLOPE AT MINIMUM OF 1/32 INCH PER FOOT AND ARRANGE TO DRAIN AT LOW POINTS. 3.06 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. B. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). C. INJECT DISINFECTANT, FREE CHLORINE IN UQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. D. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS. E. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. F. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. G. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L H. TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING, FROM 10 PERCENT OF OUTLETS AND FROM WATER ENTRY, AND ANALYZE IN ACCORDANCE WITH AWWA C651. 3.07 SERVICE CONNECTIONS A. PROVIDE NEW SANITARY AND STORM SEWER SERVICES AS INDICATED ON THE DRAWINGS. BEFORE COMMENCING WORK CHECK INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND ENSURE THAT THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE AND COVER TO AVOID FREEZING. REMOVAL, REWORK OR CORRECTIONS TO SEWER SERVICES AS A RESULT OF THE CONTRACTOR'S FAILURE TO CONFIRM INVERT ELEVATIONS PRIOR TO THE START OF CONSTRUCTION, REGARDLESS OF THE INFORMATION CONTAINED ON THE DRAWINGS, SHALL BE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. REPORT ANY DISCREPANCIES DIFFICULTIES TO THE ENGINEER PRIOR TO THE START OF CONSTRUCTION.25 B. PROVIDE NEW WATER SERVICE COMPLETE WITH APPROVED REDUCED PRESSURE BACKFLOW PREVENTER AND WATER METER WITH BY -PASS VALVES (WHERE PERMITTED BY LOCAL AUTHORITIES), PRESSURE REDUCING VALVE (WHERE PRESSURE EXCEEDS 80 PSI); PROVIDE SLEEVE IN WALL FOR SERVICE MAIN AND SUPPORT AT WALL WITH REINFORCED CONCRETE BRIDGE. CALK ENLARGED SLEEVE AND MAKE WATERTIGHT WITH PUABLE MATERIAL ANCHOR SERVICE MAIN INSIDE TO CONCRETE WALL; PROVIDE 18 GAGE GALVANIZED SHEET METAL SLEEVE AROUND SERVICE MAIN TO 2 INCHES ABOVE FLOOR AND 3 FEET MINIMUM BELOW GRADE. SIZE FOR MINIMUM OF 2 INCHES OF LOOSE BATT INSULATION STUFFING.26 C. PROVIDE NEW GAS SERVICES COMPLETE WITH GAS METER AND REGULATORS. GAS SERVICE DISTRIBUTION PIPING SHALL HAVE INITIAL MINIMUM PRESSURE AS INDICATED ON THE DRAWINGS. PROVIDE APPROPRIATELY SIZED REGULATORS ON EACH UNE SERVING GAS APPUANCES, SIZED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS BASED ON THE SIZING PARAMETERS INDICATED ON THE DRAWINGS. THE ENTIRE GAS SERVICE AND PIPING INSTALLATION SHALL COMPLY WITH THE LOCAL JURISDICTION AND THE REGULATIONS OF THE SERVING UIIUTY.27 3.08 SCHEDULES A. PIPE HANGER SPACING: 1. METAL PIPING: A. PIPE SZE: 1/2 INCHES TO 1 -1/4 INCHES: MAXIMUM HANGER SPACING: 6.5 FT; HANGER ROD DIAMETER: 3/8 INCHES. B. PIPE SIZE: 1 -1/2 INCHES TO 2 INCHES: MAXIMUM HANGER SPACING: 10 FT; HANGER ROD DIAMETER: 3/8 INCH. C. PIPE SIZE 2 -1/2 INCHES TO 3 INCHES: MAXIMUM HANGER SPACING: 10 FT; HANGER ROD DIAMETER: 1/2 INCH. D. PIPE SIZE: 4 INCHES TO 6 INCHES: MAXIMUM HANGER SPACING: 10 FT; HANGER ROD DIAMETER: 5/8 INCH. 2. PLASTIC PIPING: A. PIPE SIZE: 1/2 INCHES TO 6 INCHES: MAXIMUM HANGER SPACING: 6 FT; HANGER ROD DIAMETER: 3/8 INCH. END OF SECTION SECTION 221006 - PLUMBING PIPING SPECIALTIES PART 1 GENERAL 1.01 SECTION INCLUDES A. DRAINS; CLEANOUTS; HOSE BIBBS; HYDRANTS; BACKWATER VALVES; BACKFLOW PREVENTERS; WATER HAMMER ARRESTORS; INTERCEPTORS; THERMOSTATIC MIXING VALVES; CATCH BASINS; MANHOLES. PART 2 PRODUCTS 2.01 F1X1URES A. DRAINS, CLEANOUTS, BACKFLOW PREVENITERS, HOSE BIBBS, WATER HAMMER ARRESTORS, INTERCEPTORS, MIXING VALVES, CATCH BASINS, MANHOLES, AND HYDRANTS: FIXTURES AND ACCESSORIES SHALL BE AS SCHEDULED ON THE DRAWINGS. 2.02 BACK WATER VALVES A. MANUFACTURERS: JAY R. SMITH MANUFACTURING COMPANY; SAVKO PLASTIC PIPE de FITTINGS, INC; ZURN INDUSTRIES. B. CAST IRON BACK WATER VALVES: ANSI A112.21.2M; LACQUERED CAST IRON BODY AND COVER, BRASS VALVE, EXTENSION SLEEVE, AND ACCESS COVER. C. PLASTIC BACK WATER VALVES: ABS OR PVC BODY AND VALVE, EXTENSION SLEEVE, AND ACCESS COVER. 2.03 BACKFLOW PREVENTERS A. MANUFACTURERS: CONBRACO INDUSTRIES; WATTS REGULATOR COMPANY; ZURN INDUSTRIES, INC. 2.04 WATER HAMMER ARRESTORS A. MANUFACTURERS: JAY R. SMITH MANUFACTURING COMPANY; WATTS REGULATOR COMPANY; ZURN INDUSTRIES, INC. B. WATER HAMMER ARRESTORS: STAINLESS STEEL OR COPPER CONSTRUCTION, BELLOWS TYPE SIZED IN ACCORDANCE WITH PDI -WH 201, PRECHARGED SUITABLE FOR OPERATION IN TEMPERATURE RANGE 34 TO 250 DEGREES F AND MAXIMUM 150 PSI WORKING PRESSURE. 2.05 CATCH BASINS A. CATCH BASINS: BARREL ASTM C 478 (ASTM C 478M); PRECAST CONCRETE SECTIONS LAID ON CAST -IN -PLACE REINFORCED CONCRETE FOUNDATION PAD, 36 INCHES OR 48 INCHES DIAMETER WITH PRECAST CONCRETE TOP; INLET ASSEMBLY: TWO PIECE HEAVY DUTY CAST STEEL OR CAST IRON FRAME AND GRATE WITH GROUND OR MACHINED GRATE AND FRAME BEARING SURFACES; CURB AND GUTTER STYLE: RECTANGULAR GRATE AND STORM BACK STANDARD: ROUND FRAME AND GRATE; MANHOLE FRAME GRATED TOP; SLOPE BOTTOM SLAB 10 PERCENT TO OUTLET INVERT. 2.06 MANHOLES A. MANUFACTURERS: CAMPBELL FOUNDRY, INC; NEENAH FOUNDRY COMPANY. B. MANHOLES: FORMED - BOTTOM TYPE, LAID ON CAST -IN -PLACE REINFORCED CONCRETE FOUNDATION PAD; CONCRETE AS SPECIFIED; CONSTRUCTION: CONCRETE MASONRY UNITS OR REINFORCED PRECAST CONCRETE SECTIONS COMPLYING WITH ASTM C 478 (ASTM C 478M); COVER: STANDARD CAST IRON WITH MINIMUM SIZED PICK HOLE, AND FRAME. USE HEAVY DUTY COVER AND FRAME IN VEHICULAR TRAFFIC AREAS; STEPS: 3/4 INCH DIAMETER GALVANIZED STEEL ON 16 INCH CENTERS. PART 3 EXECUTION 3.01 INSTALLATION A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND UNSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. C. ENCASE EXTERIOR CLEANOUTS IN CONCRETE FLUSH WITH GRADE. D. INSTALL FLOOR CLEANOUTS AT ELEVATION TO ACCOMMODATE FINISHED FLOOR FOR A COMPLETELY FLUSH INSTALLATION. E. INSTALL APPROVED POTABLE WATER PROTECTION DEVICES ON PLUMBING UNES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR ON BOILER FEED WATER UNES, JANITOR ROOMS, FIRE SPRINKLER SYSTEMS, PREMISE ISOLATION, IRRIGATION SYSTEMS, FLUSH VALVES, DRINK MIXING STATIONS, INTERIOR AND EXTERIOR HOSE BIBBS AND ALL OTHER LOCATIONS REQUIRED BY CODES. F. PIPE REUEF FROM BACKFLOW PREVENTER TO NEAREST DRAIN. G. INSTALL WATER HAMMER ARRESTORS COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AND COLD WATER SUPPLY PIPING TO ALL FIXTURES AND EQUIPMENT. END OF SECTION SECTION 223000 - PLUMBING EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. WATER HEATERS; COMMERCIAL ELECTRIC WATER HEATER.28 PART 2 PRODUCTS 2.01 WATER HEATER MANUFACTURERS A. A.O. SMITH WATER PRODUCTS CO.; BOCK WATER HEATERS, INC.; RHEEM MANUFACTURING COMPANY.; PVI. 2.02 COMMERCIAL GAS FIRED WATER HEATERS A. TYPE AUTOMATIC. NATURAL GAS -FIRED, VERTICAL STORAGE B. PERFORMANCE MAXIMUM WORKING PRESSURE: 150 PSIG; EQUIPMENT PERFORMANCE AND ACCESSORIES SHALL BE AS SCHEDULED ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUSION IN BOTH 'MATIONS IS NOT A PREREQUISITE TO INCLUSION IN THE CONTRACT. EQUIPMENT AND ACCESSORIES SPECIFIED IN EITHER LOCATION SHALL BE INCLUDED IN THE CONTRACT. PROVIDE ALL NECESSARY ACCESSORIES AND CONNECTIONS AS REQUIRED FOR A COMPLETE, FUNCTIONAL SYSTEM. C. TANK: GLASS OR COPPER UNED WELDED STEEL ASME LABELED WHEN REQUIRED BY CODE; MULTIPLE FLUE PASSAGES, 4 INCH DIAMETER INSPECTION PORT. THERMALLY INSULATED WITH MINIMUM 2 INCHES POLYURETHANE, ENCASED IN CORROSION- RESISTANT STEEL JACKET; BAKED-ON ENAMEL FINISH; FLOOR SHIELD AND LEGS. ACCESSORIES: BRASS WATER CONNECTIONS AND DIP TUBE, DRAIN VALVE, MAGNESIUM ANODE, AND ASME RATED TEMPERATURE AND PRESSURE REUEF VALVE AND HEAT TRAP FITTINGS FOR HOT AND COLD WATER CONNECTIONS; WATER CONNECTIONS: BRASS; DIP TUBE: CROSSUNKED POLYETHYLENE (PEX) OR BRASS; DRAIN VALVE; ANODE MAGNESIUM; TEMPERATURE AND PRESSURE RELIEF VALVE. ASME LABELED. E. CERTIFICATION: AS AUTOMATIC STORAGE WATER HEATER AND FOR OPERATION AT 180 DEGREES F (82 DEGREES C) FOR OPERATION ON COMBUSTIBLE FLOORS. F. CONTROLS: AUTOMATIC WATER THERMOSTAT WITH TEMPERATURE RANGE ADJUSTABLE FROM 110 TO 180 DEGREES F (43 TO 82 DEGREES C), AUTOMATIC RESET HIGH TEMPERATURE LIMITING THERMOSTAT FACTORY SET AT 195 DEGREES F, GAS PRESSURE REGULATOR, MULTI- RIBBON OR TUBULAR BURNER, 100 PERCENT SAFETY SHUT -OFF PILOT AND THERMOCOUPLE, FLUE BAFFLE AND DRAFT HOOD.29 2.03 COMMERCIAL ELECTRIC WATER HEATERS A. TYPE: FACTORY - ASSEMBLED AND WIRED, ELECTRIC, VERTICAL OR HORIZONTAL STORAGE AS SPECIFIED. B. PERFORMANCE MAXIMUM WORKING PRESSURE: 150 PSIG; EQUIPMENT PERFORMANCE AND ACCESSORIES SHALL BE AS SCHEDULED ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUSION IN BOTH LOCATIONS IS NOT A PREREQUISITE TO INCLUSION IN THE CONTRACT. EQUIPMENT AND ACCESSORIES SPEQFIED IN EITHER LOCATION SHALL BE INCLUDED IN THE CONTRACT. PROVIDE ALL NECESSARY ACCESSORIES AND CONNECTIONS AS REQUIRED FOR A COMPLETE, FUNCTIONAL SYSTEM. C. ELECTRICAL CHARACTERISTICS: AS INDICATED ON THE DRAWINGS; VERIFY THAT PROPER POWER SUPPLY IS AVAILABLE PRIOR TO ORDERING EQUIPMENT. VERIFY PROPER VOLTAGE, PHASE AND CURRENT RATING OF POWER SUPPLY AND INFORM ENGINEER OF ANY DEVIATIONS PRIOR TO ORDER, CONNECTION OF EQUIPMENT OR START -UP. RESPONSIBILITY FOR VERIFICATION OF PROPER POWER SUPPLY VOLTAGE AND ANY PRODUCT RETURNS OR DAMAGE RESULTING FROM INCORRECT CONNECTIONS SHALL REST WITH THIS CONTRACTOR. D. TANK: GLASS UNED OR COPPER UNED WELDED STEEL ASME LABELED PRESSURE VESSEL WHEN REQUIRED BY CODE, 4 INCH DIAMETER INSPECTION PORT, THERMALLY INSULATED WITH MINIMUM 2 INCHES POLYURETHANE ENCASED IN CORROSION- RESISTANT STEEL JACKET; BAKED-ON ENAMEL FINISH. E. CONTROLS: AUTOMATIC IMMERSION WATER THERMOSTAT; EXTERNALLY ADJUSTABLE TEMPERATURE RANGE FROM 60 TO 180 DEGREES F, FLANGED OR SCREW -IN NICHROME ELEMENTS, HIGH TEMPERATURE UMIT THERMOSTAT. F. ACCESSORIES: BRASS WATER CONNECTIONS AND DIP TUBE, DRAIN VALVE, MAGNESIUM ANODE. AND ASME RATED TEMPERATURE AND PRESSURE REUEF VALVE AND HEAT TRAP FITTINGS FOR HOT AND COLD WATER CONNECTIONS; WATER CONNECTIONS: BRASS; DIP TUBE: CROSSUNKED POLYETHYLENE (PEX) OR BRASS; DRAIN VALVE; ANODE: MAGNESIUM; TEMPERATURE AND PRESSURE RELIEF VALVE ASME LABELED. G. CONTROLS: VENTILATED CONTROL CABINET, FACTORY -WIRED WITH SOLID STATE PROGRESSIVE SEQUENCING STEP CONTROLLER. FUSES, MAGNETIC CONTACTORS, CONTROL TRANSFORMER. PILOT UGHTS INDICATING MAIN POWER AND HEATING STEPS, CONTROL CIRCUIT TOGGLE SWITCH, ELECTRONIC LOW -WATER (PROBE- TYPE) CUT -OFF, HIGH TEMPERATURE OMIT THERMOSTAT, FLUSH- MOUNTED TEMPERATURE AND PRESSURE GAGES. H. HEATING ELEMENTS: FLANGE - MOUNTED.,: IMMERSION ELEMENTS; INDIVIDUAL ELEMENTS SHEATHED WITH INCOLOY CORROSION- RESISTANT METAL ALLOY, RATED LESS THAN 75 WATTS PER SQUARE INCH.3031323334 PART 3 EXECUTION 3.01 INSTALLATION k INSTALL PLUMBING EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AS REQUIRED BY CODE, AND COMPLYING WITH CONDITIONS OF CERTIFICATION, IF ANY. B. PROVIDE CONCRETE EQUIPMENT BASES FOR ALL FLOOR MOUNTED PLUMBING EQUIPMENT. C. COORDINATE WITH PLUMBING PIPING AND RELATED FUEL PIPING, GAS VENTING, AND ELECTRICAL WORK AS APPUCABLE TO ACHIEVE OPERATING SYSTEM.35 END OF SECTION r SECTION 224000 - PLUMBING FIXTURES PART 1 GENERAL 1.01 SECTION INCLUDES A. ALL PLUMBING FIXTURES AS SCHEDULED ON THE DRAWINGS. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT WALLS AND FLOOR FINISHES ARE PREPARED AND READY FOR INSTALLATION OF FIXTURES. B. VERIFY THAT ELECTRIC POWER IS AVAILABLE AND OF THE CORRECT CHARACTERISTICS. 3.02 PREPARATION A. ROUGH -IN FIXTURE PIPING CONNECTIONS IN ACCORDANCE WITH MINIMUM SIZES INDICATED IN FIXTURE ROUGH -IN SCHEDULE FOR PARTICULAR FIXTURES. 3.03 INSTALLATION A. INSTALL EACH FIXTURE WITH TRAP, EASILY REMOVABLE FOR SERVICING AND CLEANING. B. INSTALL EACH FIXTURE USING BRASS ANGLE BALL STOP VALVES FOR HOT AND COLD WATER CONNECTIONS AS APPUCABLE. NON- METAWC VALVES OR NON -BALL VALVE TYPE STOPS WILL NOT BE ACCEPTED. C. PROVIDE CHROME PLATED RIGID OR FLEXIBLE SUPPUES TO FIXTURES WITH SPECIFIED STOPS. REDUCERS, AND ESCUTCHEONS. D. INSTALL COMPONENTS LEVEL AND PLUMB. E. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS, WALL SUPPORTS AND BOLTS. F. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURE. G. SOUDLY ATTACH FLOOR MOUNTED WATER CLOSETS TO FLOOR WITH LAG SCREWS. LEAD FLASHING IS NOT INTENDED HOLD FIXTURE IN PLACE. H. INSTALL FIXTURES AND FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH THE ICC (IPC) OR UPC. I. WHEN FIXTURES REQUIRE BOTH HOT WATER AND COLD WATER SUPPUES, PROVIDE THE HOT WATER SUPPLY TO THE LEFT OF THE COLD WATER SUPPLY. J. INSTALL OFF -THE -FLOOR SUPPORTS TO CONFORM TO ASME A112.6.1M. 3.04 INTERFACE WITH WORK OF OTHER SECTIONS A. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION AND SZE OF FIXTURES AND OPENINGS BEFORE ROUGH -IN AND INSTALLATION. 3.05 CLEANING A. CLEAN PLUMBING FIXTURES AND EQUIPMENT. 3.06 PROTECTION A. PROTECT INSTALLED PRODUCTS FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS. B. REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE DATE OF SUBSTANTIAL COMPLETION. 3.07 FIELD INSPECTION A. CONTINUE INSPECTION DURING INSTALLATION AND TESTING. B. CORRECT OR REPLACE ALL REJECTED EQUIPMENT PRIOR TO INSTALLATION. G END OF SECTION 24 7 REVIEWED FOR ;ODE COMPLIANCE APPROVED DEC 17 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER (PLUMBING SPECIFICATIONS © 2011 ARGVISION, INC THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB - CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. 606LIA DATE ISSUE REV DATE ISSUE 10/26/11 - TGIF REV(ElAi #1 10/26/11 - LL REV I EN #1 11/01/12 - FOR PERMIT ARCHITECT ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PI-L (314) 415 -2400 FAX (314) 415 -2300 www.arcv com STORE TYPE TECH2- 5 2010 -10 INS PROJECT SQUARE FOOTAGE SALES SUPPORT TOTAL 2833 5F 565 5F 3388 5F PROJECT THE CHI DREN'S STORE 1322 SOUTHGENTER MALL SEATTLE, I NA q8I SS SCALE AS NOTED DRAWN BY OK ARGVISION PROJECT * I20ggS CHECKED BY RE SHEET TITLE PLUMSI NG SPECIFICATIONS SHEET NUMBER P a I. SPECIFIC PLUMBING SPECIFICATIONS 1. INSTALL NEW EQUIPMENT. A. WATER CLOSET (WC -1): AMERICAN STANDARD "CADET" RIGHT HEIGHT, 16 -1/2" HIGH ELONGATED (BARRIER FREE) PRESSURE ASSISTED TOILET, 1.6 GPF, #2467.016 (SEAT "RISE AND SHINE" #5325.O24). INSTALL FLUSH HANDLE ON WIEDE SIDE OF STALL. B. LAVATORY (LAV -1): EXISTING LAVATORY TO REMAIN. REPLACE EXISTING FAUCET WITH NEW FAUCET: AMERICAN STANDART MODEL 7055.105 "SELECTRONIC INTERGRATED ELECTRONIC PROXIMITY" LAVATORY FAUCET. CAST BRASS SPOUT, 0.5 GPM PRESSURE COMPENSATING, VANDAL- RESISTANT NON- AERATED SPRAY. BATTERY INCLUDED. PROVIDE DECK PLATE AND MIXING VALVE. SET MIXING VALVE TO 80F. C. FLOOR DRAIN (FD -1): ZURN MODEL Z415B WITH "TYPE B" STRAINER AND TRAP PRIMER CONNECTION. PROVIDE CAST IRON P -TRAP. D. SERVICE SINK (SS -1): FLORESTONE MOLDED MOP RECEPTOR MODEL MSR -2424 WITH MR -371 FAUCET, MR -370 HOSE AND CLAMP, CHROME STRAINER AND 2.2 GPM AERATOR. E. ELECTRIC WATER COOLER (EWC -1): ELKAY MODEL EZSTL8C. WALL MOUNT, BI- LEVEL, BARRIER FREE WATER COOLER, 9.7 GPH AT 50F. PROVIDE WITH OPTIONAL APRON. F. WATER HEATER (HWH -1): RHEEM POINT -OF -USE MODEL EGSP10. 10 GALLON STORAGE CAPACITY 3000 WATT, 208V OR 480V AS INDICATED ON THE ELECTRICAL DRAWINGS, 1PH, 13.5 GPH AT 90' RISE. SET THERMOSTAT TO 110E MAXIMUM. G. WALL CLEANOUT (WCO): CLEANOUT AND ACCESS COVER, JOSAM SERIES 5860 -CO. H. WATER HAMMER ARRESTORS: PROVIDE ON HOT AND COLD WATER BRANCHES TO FIXTURES, J. R. SMITH HYDROTROL MODEL 5020. SIZE AND LOCATE PER MANUFACTURE'S INSTRUCTIONS. I. VALVES: BALL VALVE WATTS SERIES B6080 OR B6081 FULL PORT. ALL VALVES 1/2" TO 2" BRONZE BODY. J. PRESSURE AND TEMPERATURE RELIEF VALVE: WATTS REGULATING CO. MODEL 10L. K. PRESSURE REDUCING VALVE: WATTS SERIES 25AUB BRONZE BODY WITH INTEGRAL S/S STRAINER, SEALED CAGE FOR 1/2" TO 2 1/2" DIA. TO 300 PSI. L MATER METER: PER LANLORDSPECIFICATIONS. M. VACUUM RELIEF VALVE: WATTS MODEL N36 -M1 BRASS BODY, 1/2" NPT UNE SIZE. N. EXPANSION TANK (ET -1): GOULDS PUMP MODEL V15P. 2.7 GALLONS MAXIMUM DRAWDOWN VOLUME. 0. TRAP PRIMER (TP -1): PPP MODEL P1 -500 UP TO FOUR CONNECTIONS. OPTIONAL DISTRIBUTION UNIT REQUIRED FOR 2, 3 AND FOUR DRAIN UNES. 2. IT IS THIS CONTRACTOR'S RESPONSIBIUTY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. 3. ACCESSORY ITEMS: REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. II. LANDLORD'S CRITERIA 1. THE PLUMBING CONTRACTOR IS TO BECOME FAMILIARIZED WITH LANDLORD'S CRITERIA, TENANT CRITERIA, TENANTS CRITERIA MANUAL AND LEASE EXHIBITS FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THESE DOCUMENTS WHETHER OR NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. A. ELASTOMERIC WATERPROOFING MEMBRANE: 1. DESCRIPTION: MANUFACTURER'S PROPRIETARY ELASTOMERIC COMPOUND FORMULATED FOR USE AS HEAVY DUTY WATERPROOF MEMBRANE UNDER CERAMIC TILE FLOORS OR OTHER PRODUCT REQUIRED BY LANDLORD. 2. REQUIRED IN WET AREAS: A. TOILET ROOMS B. MOP SINK C. WATER FOUNTAIN B. ACCEPTABLE MANUFACTURER'S: 1. BOSTIC CONSTRUCTION PRODUCTS. HUNTINGDON VALLEY, PA. 2. MAPEI CORPORATION, ELK GROVE VILLAGE, IL. 3. THE NOBLE COMPANY, GRAND HAVEN, MI. 4. LATICRETE INTERNATIONAL, BETHANY, CT. C. INSTALLATION: (2 COATS) 1. INSTALL OVER CURED CEMENT MORTAR BED AND CONCRETE FLOORS AS APPLICABLE, IN STRICT COMPUANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. FLASH MEMBRANE 6" UP ADJACENT WALLS AND RESTRAINING SURFACES AS RECOMMENDED BY MANUFACTURER. VERIFY WITH LANDLORD REQUIREMENTS. 3. ALLOW MEMBRANE TO CURE PRIOR TO SETTING 11LE. 4. DO NOT ALLOW CONSTRUCTION TRAFFIC ON MEMBRANE. 5. MUST BE SLEEVED AND CAULKED. LEGEND EXISTING NEW WORK NEW TO EXIS77NG CONNECTION (PLUMBING SPECIFICATIONS EXISTING TOI T ROOM 1 ENLARGED SANITARY PLAN SCALE:1 /4" = 1' -O 3 SANITARY RISER DIAGRAM SCALE N.T.S. 1 ENE( /4' LARGED WATER SUPPLY PLAN SCAL = 1' -O' 4 I WATER RISER DIAGRAM SCALE: ..S. GSVERAL NOTES' A. THE EX/S77NG CONDITIONS ARE BASED ON "AS-BUILT- DRAWINGS AND /OR LIMITED FIELD VERIFICATIONS. 7HE CONTRACTOR SHALL ADJUST TO ACTUAL FIELD COND /770NS AT NO ADDI770NAL EXPENSE TO 7HE PROJECT. NO ADDITIONAL COMPENSA 770N WILL BE PROVIDED FOR ANY EXTRAS DUE TO 7HE CONTRACTOR'S FAILURE TO VISIT 7HE PROJECT SITE AND /OR PREDE7ERM /NA 770N OF EX/S77NG COND/770NS PRIOR TO SUBM /777NG 771E B /D. ANY DISCREPANCIES SHALL BE /MMED/A TEL Y REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLU770N. B. 7HE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH 7HE INC /DENTAL DEMOL /770N WORK PR /OR TO B /DOING AND COMMENCEMENT OF WORK. 7HE CONTRACTOR IS RESPONS /BLE FOR DEMOLITION OF ALL EX1S77NG EQU /PMENT AS REQUIRED FOR THE /NSTALLA770N /CONSTRUCTION OF NEW WIVRK. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WI7H ALL APPLICABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. D. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CA VI77ES. E. ALL SANITARY ONES AND PLUMBING FIXTURES ON 7HE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVEN770N. FIXTURE SPEC /F/C BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION. F. COORD /NA 7E ALL SLAB PENETRA 770NS W17H GENERAL CONTRACTOR PRIOR TO CONS7RUC770N. MAINTA /N A MIN /MUM OF 2" CLEARANCE FROM 7HE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. PR /OR TO TRENCH ING /CORING, TENANT WILL BE REQUIRED TO X -RAY 7HE SLAB USING THE REQU /RED LANDLORD APPROVED CONTRACTOR AT TENANT'S SOLE EXPENSE. G. PIPE S /ZES /ND /CA 7ED ON THE PLANS ARE MINIMUM. 7HE CONTRACTOR SHALL PROVIDE PIPE S /ZES EQUAL TO OR GREATER THAN 7HE SPECIFIED S /ZES. 7HE CONTRACTOR MAY INCREASE PIPE S /ZES AS REQUIRED AT NO ADD/770NAL EXPENSE TO 7HE PROJECT. H. 1HE CONTRACTOR SHALL OBTA /N A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL PR /OR TO BIDDING. THE TENANT CR /TERIA MANUAL REQUIREMENTS' SHALL BE INCLUDED IN 7HE CONTRACTOR CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING I$17H 7HE LANDLORD REQUIREMENTS AT NO ADDITIONAL EXPENSE TO THE PROJECT. , PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEVER SYSTEM THROUGHOUT 7HE DURA 710N OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE U77L /ZED. UPON COMPLETION OF CONS7RUC770N, COMPLETELY REMOVE ANY AND ALL OBS7RUC77ONS /NS /DE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM /MMEDIA TEL Y PR /OR TO PROJECT TURNOVER TO THE OWNER. J. ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS: K. SANITARY TEE F/T77NGS SHALL NOT BE INSTALLED IN DRA /N, WASTE, AND VENT (DWV) SYSTEMS L INSTALL SANITARY PIPING 2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING LARGER THAN 2" AT A SLOPE OF 1/8" PER FOOT. M. ALL PUBUC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMA 71C SAFETY WA TER MIXING DEVICE IN ACCORDANCE W17H ANS / /ASSE 1016 OR 101Z N. ALL HAND /CAPPED ACCESS /BLE WATER CLOSETS SHALL HAVE 7HE FLUSHING HANDLE ON 7HE WIDE SIDE OF 7HE HAND /CAPPED ACCESS /BLE STALL AS REQUIRED BY ADA REQUIREMENTS. 0. THIS PROJECT U77L /ZES A PLENUM RETURN A/R CE /LING. ALL EQU /PMENT AND MA 1ERMLS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RA 77NGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RE7URNS CEILINGS. NO PVC /ABS PIPING WILL BE PERM /TIED IN CEILING SPACES. PLUMBING NOES. 1. FURNISH AND INSTALL WA TER HEATER AND EXPANSION TANK ON WA TER HEATER SHELF AS /ND /CA TED ON THE PLANS. 171E WA TER HEATER AND EXPANS /ON TANK ARE INDICATED OFFSET FOR CLARITY. REFER TO ARCHITECTURAL PLANS FOR WA TER HEATER SHELF REQUIREMENTS AND EXACT LOCA 770N. P /PE WATER HEATER RELIEF AND SECONDARY DRAIN PAN DISCHARGE TO THE NEAREST MOP SINK OR FLOOR DRA /N BELOW THE WATER HEATER. PROVIDE A CODE APPROVED A/R GAP ON 7HE DISCHARGE OF 7HE WA TER HEATER RELIEF AND SECONDARY DRAIN. REFER TO DETA /LS SHEET FOR ADDITIONAL INFORMA 770N. 2. CONNECT THE NEW VENT TO 7HE EX /STING VENT SYSTEM. FIELD VER /FY THE EXACT S/ZE AND LOCH 770N OF THE EX/S77NG VENT THROUGH ROOF PR /OR TO SUBM /T71NG B/D AND COMMENCING CONS7RUC770N. 3. 1/2" FLEXIBLE CON71N000S TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PR /MER TO FLOOR DRAIN. NO F/T77NGS OR SPLICE= ARE ALLOWED BELOW GRADE. 4. INSTALL TRAP PR /MER HIGH IN 771E CE /LING SPACE. FURNISH AND INSTALL AN ACCESS PANEL AS NECESSARY TO MA /NTA /N EQUIPMENT. 5. CONNECT THE NEW SANITARY SEWER TO AN EX /STING SANITARY SEWER OF EQUAL OR GREATER S /ZE FIELD VERIFY 7HE EXACT LOCATION, SIZE, AND INVERT ELEVA 770N OF 1HE EX /STING SANITARY SEWER PR /OR TO CONSTRUCTION. ADJUST THE NEW SANITARY SEWER AS REQU /RED TO ALLOW FOR CONNEC770N TO 7HE EX/S77NG SANITARY SEWER SYSTEM. MAINTAIN CODE MIN /MUM PIPE SLOPES. S CONNECT 7HE NEW DOMESTIC COLD WA TER LINE TO THE EX/S77NG COLD WA TER LINE OF EQUAL OR GREATER S/ZE. f7ELD VER /FY 7HE EXACT LOCA 170N AND S/ZE OF 7HE EXIS77NG WA TER LINE PRIOR TO CONSTRUC770N. ADJUST 7HE NEW WA TER LAYOUT AS REQUIRED TO ALLOW FOR CONNEC770N TO THE EX/S77NG WATER SYSTEM. 7. WATER HAMMER ARRESTORS TO BE S /ZED AND INSTALLED PER MANUFACTURER'S SPEC /FICA 770NS. LOCA 77ONS SHOWN ARE FOR REFERENCE PURPOSES ONLY. 8. EXIS77NG WALL HUNG LAVATORY TO REMAIN. REPLACE EXIS77NG FAUCET W17H NEW AS SPECIFIED. EXISTING ELECIR /C INSTANT FLOW WATER HEATER TO BE REMOVED AND HOT WA TER PIPING TO BE REPIPED W/7H NEW 1/2" HW FROM NEW WA TER HEATER. PATCH WALL TO MATCH EXISTING. ! EX /STING WA TER CLOSET TO BE REMOVED AND REPLACED M7H NEW ADA COMPL /ANT WA TER CLOSET. RECONNECT TO EX/S77NG U77U77ES SEE PLUMBING FIXTURE SCHEDULE FOR ADD /770NAL /NFORMA 770N. 10. EXISTING COLD WA TER IN CE /LING SPACE. G DA -7 REVIEWED FOR CODE APPROVED AP k= DEC 17 2012 City ofTUku DIVISION i a BUILDING RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 1PLUMBING NOTES © 2011 ARGV1510N, INC THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, WI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL SE AT THE 50LE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLE55 FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB- CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. GOGLIA DATE ISSUE REV DATE ISSUE ARCHITECT ROBERT L. QUEATHEM ENGINEER '1950 CRAIG ROAD, SUITE 300 ST. LOUS, MO 63146 PH. (314) 415-2400 FAX (314) 415 -2300 WWW.9rCY.00in . STORE TYPE 2010 -10 TECH 2 - E5 AB PROJECT THE CHILDREN'S f�� ,,,: ,: ,,,�:.:::.:,w `4 �! y' r 9� y� ;� v L yy a . / 4 266 % G i Gam ' 45:, J, 263 ' STORE 1322 SOUTHGENTER MALL SEATTLE, WA c15155 , �T ' , w` As iii,, iii,. • 10/26/11 - TOP REVIE1A1 # 1 10/26/11 - L.L. RE:Y IV�l_ *1 11/01/12 - FOR FERMI T A PROJECT SQUARE FOOTAGE SALES SUPPORT TOTAL 2555 5E 565 SF i i x ���81 ``� ' 'Q�CIST t1r CSSIONM- 1 =� 33618 SE SCALE A5 NOTED DRAWN BY OK SHEET TITLE ENLARGED PLUMBING PLANS AND SPECIFICATIONS SHEET NUMBER 0 - vo m . - _,_. ARCVISION PROJECT # 1201615 CHECKED BY RF . SYMBOL'S P L U M B I N G SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SANITARY DRAIN ABOVEGROUND C -V:) CLEAN OUT VC VATER CLOSET (TANK TYPE) SANITARY DRAIN BELOVGROUND pO GRADE CLEAN OUT — — VENT LINE N.I.T.C. NOT IN THIS CONTRACT kD VC WATER CLOSET (FLUSH VALVE) AV ACID WASTE VTR VENT THROUGH ROOF UR URINAL -AV— — ACID VENT —KW— VACUUM BREAKER — VAGD — VASTE ANESTHESIA GAS DISPOSAL — BALL VALVE ID LAV LAVATORY s STORM DRAIN ABOVEGROUND GLOBE VALVE KS KITCHEN SINK -l-s� STORM DRAIN BELOVGROUND —h,l— CHECK VALVE COLD WATER (CW) I SS SERVICE SINK PRESSURE REGULATING VALVE (PRV) DISTILLED WATER CSS CLINIC SERVICE SINK DV— DRINKING WATER — PRESSURE RELIEF VALVE — - DV - - - -- DRINKING WATER CIRCULATING STOP AND WASTE VALVE ID CS CLASSROOM SINK - - -- HOT WATER (NW) STOP AND VASTE VALVE (IN RISE) BF DRINKING FOUNTAIN - - -- HOT VATER CIRCULATING (HWC) '�av MIXING VALVE — 1° HOT WATER 180° - GAS COCK EWC ELECTRIC WATER COOLER 80 - iai °j- - °- HOT VATER CIRCULATING 180 ° —� Ii SH SHOWER HEAD T TEMPERED WATER FIRE ALARM VALVE (SPRINKLER) — T - - - -- TEMPERED WATER CIRCULATING —— COLD WEATHER VALVE (SPRINKLER) BT BATH TUB F FIRE LINE WATER MOTOR ALARM (SPRINKLER) — — SPRINKLER MAIN BRANCH HB HOSE BIBS 1 SPRINKLER BRANCH HEADS H WH WALL HYDRANT FIRE HOSE CABINET G GAS LINE FH FIRE HYDRANT IU SPECIAL FIXTURE NUMBER COMPRESSED AIR LINE 0 NH MANHOLE COLUMN NUMBER VACUUM LINE _ SW STREET WASHER mc— OXYGEN LINE +� VALVE IN RISE u PLUMBING RISER NUMBER - — PNEUMATIC TUBE EXPANSION JOINT -CS - -- COLD SOFT WATER - HS - -- HOT SOFT WATER • D -1 DRAIN AND MARK 1S - - - -- HOT SOFT WATER CIRCULATING 0 R ROOF DRAIN -— UNION ODs DOWN SPOUT STRAINER V.C.P. VITRIFIED CLAY PIPE — Q— AUTOMATIC BALANCING VALVE C.I. CAST IRON -1-0– RUNNING TRAP LE. INVERT ELEVATION PLUMBING SYMBOL LEGEND SCALE: N.T.S. NOT USED SCALE N.T.S. NOT S. USED SCALE: N.T. 1/2" COLD WATER SUPPLY CONNEC770N 12" MINIMUM TO HORIZONTAL RUN IN PIPE - 7R AP PRIMER METAL CABINET UU fix ED A/R GAP DIS7R /BU770N UNIT. 1 K K COPPER (TYP.) CONNECT TO 1 if 11 FLOOR DRAIN r (T Y P.) K- COPPER BELOW GRADE NO F/177NGS OR SPLICES BELOW GRADE. FLOOR DRAIN TRAP WATER LEVEL H LI 1 TRAP PRIMER SCALE: N.T.S. DETAIL JANITOR CLOSET ri 05 LEGEND EXISTING NEW WORK NEW TO EXISTING CONNECTION PLUMBING PLAN SCALE1 /8' = 1' -0' VACUUM RELIEF VALVE - COLD WA TER LINE VALVE COLD WATER TEMPERA 7URE- PRESSURE U " RELIEF VALVE PER ANSI Z 21.22 CODE & DISCHARGE WATER HEA TER DRAIN P /PE FULL SIZE TEMPERATURE= PRESSURE RELIEF VALVE DRAIN PER LOCAL CODE & LANDLORD'S CRI7ER /A. TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. Da /-- CHECK VALVE EXPANS /ON TANK /4 U rl rimy " 1 (2) 1"x1/16" STEEL STRAPS AROUND WA 7ER HEA TER BOLTED TO BACK PLA 7E IN LOWER 1/3 AND UPPER 1/3 OF WA TER HEA 7ER. PROVIDE A WATER TIGHT, GALVANIZED STEEL PAN, MIN. 2" DEEP x 24 GA., BELOW HOT WA TER HEA TER. 1" MIN. DIA. DRAIN PER LOCAL CODE & LANDLORD'S CR /TER /A, TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. HEAT TRAP (TYPICAL) HOT WA TER • WA TER HEA TER PLUMBING WALL FRAM /NG SECURE METAL STUDS TO WALL 2' -0" 0.C. AT THIS AREA OF WORK. .(2) 1X1/16° STEEL STRAPS AROUND WATER HEATER BOLTED TO BACK PLA 7E IN LOWER 1/3 AND UPPER 1/3 OF WA TER HEA TER. PROVIDE A WA 7ER 77GH7; GALVANIZED STEEL PAN, MIN. 2" DEEP x 24 GA., BELOW HOT WA TER HEA TER. 1" MIN. DIA. DRAIN PER LOCAL CODE & LANDLORD'S CRITER /A, TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. (2) LAYERS OF 3/4" FR 7R7D CD PLYWOOD BELOW WA TER HEA TER DRAIN PAN AS PLATFORM 2X4 WOOD LEDGER DISCONNECT SWITCH PROVIDE MID -PO/NT SUPPORT IF OVER 4' -0" WIDE MINIMUM MOUN77NG HEIGHT OF 8' -0" 70 BOTTOM OF PLATFORM. MsVIIANTTER HEATER DETAIL ..S GENERAL NOTES' A. THE EXIS77NG COND /770NS ARE BASED ON "AS- BUILT" DRAWINGS AND /OR LIMITED FIELD VER /FICA 7IONS. Tt/E CON7RACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO 7HE PROJECT. NO ADD /770NAL COMPENSA 770N WILL BE PROVIDED FOR ANY EXTRAS DUE TO 7HE CONTRACTOR'S FAILURE TO VISIT 711E PROJECT SITE AND /OR PREDETERM /NA 770N OF EX/S77NG COND177ONS PR /OR TO SUBM /T77NG 7HE B /D. ANY DISCREPANCIES SHALL BE IMMED /A TEL Y REPORTED TO THE ARCHITECT/ENG /NEER FOR RESOLU770N. B. 7HE CONTRACTOR SHALL FAM /LIAR /ZE HIMSELF WITH 1HE INC /DENTAL DEMOLITION WORK PR /OR TO BIDDING AND COMMENCEMENT OF WORK. 1HE CONTRACTOR IS RESPONSIBLE FOR DEMOL /770N OF ALL EXIS77NG EQUIPMENT AS REQU /RED FOR 7HE INSTALLA 770N /CONSTRUCTION OF NEW WORK. C. ALL WORK SHALL BE COMPLETED IN ACCORDANCE HRH ALL APPL /CABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. D. PROVIDE ACCESS PANELS AS REQU /RED TO ALLOW ACCESS TO VALVES, EQUIPMENT, ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CA V/T7ES. E. ALL SANITARY LINES AND PLUMBING F7XTURES ON 7HE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVEN770N. F7XT7JRE SPEC /F /C BACKFLOW PREVEN710N INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVEN770N. F. COORDINATE ALL SLAB PENE7RA T7ONS M771 GENERAL CONTRACTOR PR /OR TO CONSTRUCTION. MAINTAIN A MIN /MUM OF 2" CLEARANCE FROM 7HE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. PR /OR TO RENCH /NG /CORING, TENANT WILL BE REQUIRED TO X -RAY 77-1E SLAB USING HE REQUIRED LANDLORD APPROVED CONTRACTOR AT TENANT'S SOLE EXPENSE. G. P /PE SIZES INDICATED ON 1HE PLANS ARE MINIMUM. 7HE CONTRACTOR SHALL PROVIDE P /PE SIZES EQUAL TO OR GREA 7ER THAN 7HE SPEC /PIED SIZES 1HE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADD /(TONAL EXPENSE TO 7HE PROJECT. H. 7HE CONTRACTOR SHALL OBTAIN A COPY OF 7HE LANDLORD'S TENANT CRITERIA MANUAL PRIOR TO BIDDING. THE TENANT CR /TER /A MANUAL REQUIREMENTS SHALL BE INCLUDED IN 7HE CONTRACTOR CONTRACT. 7HE CONTRACTOR SHALL BE RESPONS /BLE FOR COMPL Y/NG WITH 7HE LANDLORD REQUIREMENTS' AT NO ADD 1770NAL EXPENSE TO 7HE PROJECT. 1. PROVIDE TEMPORARY COVERS, CAPS OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT 7HE DURA 710N OF CONSTRUC710N. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE U17L /ZED. UPON COMPLETION OF CONSTRUC770N, COMPLETELY REMOVE ANY AND ALL OBSTRUC77ONS /NS /DE 7HE EN71RE SYSTEM BY SNAKING, RODING, OR JE777NG THE SYSTEM /MMED/A TEL Y PR /OR TO PROJECT TURNOVER TO 7HE OWNER. J. ALL BELOW GRADE SANITARY LINES SHALL BE A MIN /MUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS K. SANITARY TEE F/T71NGS SHALL NOT BE INSTALLED IN DRA /N, WASTE, AND VENT (DWV) SYSTEMS. L. INSTALL SANITARY PIPING 2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING LARGER THAN 2" AT A SLOPE OF 1/8" PER F00T. M. ALL PUBL /C USE LAVATORY FAUCETS SHALL HAVE AN A UTOMA71C SAFETY WA TER MIXING DEVICE IN ACCORDANCE WITH ANS / /ASSE 1016 OR 1017 N. ALL HAND /CAPPED ACCESSIBLE WA TER CLOSETS SHALL HAVE 1HE FLUSHING HANDLE ON 7HE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. 0. TH /S PROJECT U71L /ZES A PLENUM RETURN A/R CEILING. ALL EQU /PMENT AND MATERIALS INSTALLED IN 7HE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RA 77NGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURNS CEILINGS. NO PVC /ABS PIPING WILL BE PERM /TIED IN CE /LING SPACES PLUMBING NOTE& 1. 7H /S SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE,, OR AROUND £LECTR /CAL EQUIPMENT. PROVIDE CODE REQU /RED MINIMUM CLEARANCE ABOVE ELEC7R /CAL EQUIPMENT ACCESS SPACE A)(7 )--17 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 17 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER (PLUMBING NOTES © 2011 ARGVISION, INC THIS DRAWING', THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NGARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB - CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE THESE DRAWING'S WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. 606LIA REV DATE ISSUE 10/26/11 - TOP REV I EIN *1 10/26/11 - LL REV) EYtl #1 11/01/12 - FOR PERMIT ARCHITECT ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com STORE TYPE TECH 2 - E3 2010 -10 PROJECT SQUARE FOOTAGE SALES SUPPORT TOTAL 2533 5F 5s5 5F 3315 5F PROJECT DREN'S STORE 1322 SOUTHGENTER MALL SEATTLE, INA 18188 SCALE AS NOTED DRAWN BY OK ARGVISION PROJECT # 1206118 CHECKED BY RF SHEET TITLE PLUMBING PLAN AND DETAILS SHEET NUMBER F2.1 PART 1 - GENERAL 1. SUMMARY A. PROVIDE COMPLETE, APPROVED SPRINKLER SYSTEM AS SPECIFIED, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. SPRINKLER SERVICE CONNECTIONS TO EXISTING PIPING TERMINATING ABOVE FLOOR IN SPRINKLER VALVE ROOMS WITH ALL REQUIRED VALVES, DEVICES, CONNECTIONS, ETC. 2. SPRINKLER VALVES, HANGERS, CONNECTIONS, TEST CONNECTIONS, DRAIN CONNECTIONS, ALARM CHECK VALVES, FLOW SWITCHES, ETC. 3. COMPLETE INTERIOR SPRINKLER SYSTEM OF THE WET TYPE AS INDICATED. 4. INCLUDE COVERAGE FOR ALL CANOPIES, AWNINGS, VESTIBULE OVERHANGS, ETC. AS REQUIRED BY NFPA 13. 5. IDENTIFICATION, DIAGRAMS, AND SIGNS. 6. CUTTING AND PATCHING. 7. ALL OTHER REQUIREMENTS OF A COMPLETE SPRINKLER INSTALLATION. 8. FURNISH ALL PERMITS OF A SPECIAL NATURE REQUIRED BY LOCAL AND STATE AUTHORITY. 2. IN GENERAL A. THE NAMING OF MANUFACTURERS IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED AS EUMINATING THE MATERIALS, PRODUCTS, OR SERVICES OF OTHER MANUFACTURERS AND SUPPUERS HAVING APPROVED EQUIVALENT ITEMS. B. THE SUBSTITUTIONS OF MATERIALS OR PRODUCTS OTHER THAN THOSE NAMED IN THE SPECIFICATIONS ARE SUBJECT TO PRIOR APPROVAL OF THE ENGINEER GRANTED IN WRITING. C. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL WET PIPE AUTOMATIC SPRINKLER SYSTEMS OF FIRST QUALITY IN EVERY AND ALL RESPECTS, TOGETHER WITH THE NECESSARY PIPE, FITTINGS, HANGERS AND OTHER APPARATUS AS HEREINAFTER ENUMERATED AND /OR INDICATED. D. ALL SPRINKLER PIPING MUST BE SUBSTANTIALLY SUPPORTED FROM BUILDING STRUCTURE AND ONLY APPROVED TYPE HANGERS SHALL BE USED. SPRINKLER LINES UNDER DUCTS SHALL NOT BE SUPPORTED FROM DUCTWORK OR ROOF DECK, BUT SHALL BE SUPPORTED FROM BUILDING STRUCTURE WITH TRAPEZE HANGERS WHERE NECESSARY. NO FIRE SPRINKLER PIPING MAY BE ATTACHED TO EPIC DECK OR ANY METAL ROOF DECKING. SUSPEND FROM STRUCTURAL STEEL ONLY. E. SPRINKLER EQUIPMENT SHALL BE COMPLETED AND PLACED IN SERVICE DURING NON- ATTENDED HOURS IN ALL AREAS. EVERY EFFORT SHALL BE MADE TO PROVIDE SPRINKLER PROTECTION BEFORE COMBUSTIBLE CONTENTS ARE MOVED INTO THE BUILDING. SPRINKLER SUBCONTRACTOR SHALL PLAN HIS WORK WITH OWNER'S REPRESENTATIVE TO DETERMINE WHICH SYSTEM WILL BE REQUIRED FIRST. F. ALL WORK SPECIFIED SHALL BE DONE IN A FIRST CLASS AND WORKMANUKE MANNER, COMPLETE IN EVERY RESPECT AND WHEN COMPLETED SHALL CONFORM TO THE PRESENT STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION PAMPHLET #13 AND TO ALL REQUIREMENTS OF THE INSPECTION AGENCY OF THE OWNER'S INSURANCE COMPANY, TO ALL LOCAL AND STATE INSPECTION AGENCIES AND TO THE REQUIREMENTS OF THE LOCAL UTILITY. PRESSURE TESTS TO BE 200 PSI OR AS REQUIRED BY INSPECTION AUTHORITIES, BUT NOT LESS THAN 200 PSI. G. THE SPRINKLER SUBCONTRACTOR SHALL OBTAIN THE APPROVAL OF LOCAL OFFICIALS ON SYSTEM DESIGN AND COMPLETED INSTALLATION. 3. DEFINITIONS A. PIPE SIZES USED IN THIS SPECIFICATION ARE NOMINAL PIPE SIZE (NPS). B. OTHER DEFINITIONS FOR FIRE PROTECTION SYSTEMS ARE USTED IN NFPA STANDARDS 13, 14, AND 24. C. WORKING PLANS AS USED IN THIS SECTION MEANS THOSE DOCUMENTS (INCLUDING DRAWINGS AND CALCULATIONS) PREPARED PURSUANT TO THE REQUIREMENTS CONTAINED IN NFPA 13 FOR OBTAINING APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 4. SYSTEM DESCRIPTION A. FIRE PROTECTION SYSTEM IS A "WET -PIPE" SYSTEM EMPLOYING AUTOMATIC SPRINKLERS ATTACHED TO A PIPING SYSTEM CONTAINING WATER AND CONNECTED TO A WATER SUPPLY SO THAT WATER DISCHARGES IMMEDIATELY FROM SPRINKLERS OPENED BY FIRE. WET STANDPIPES ARE TO BE PROVIDED AS REQUIRED BY LOCAL BUILDING CODES. 5. SUBMITTALS A. PRODUCT DATA FOR EACH TYPE SPRINKLER HEAD, VALVE, PIPING SPECIALTY, FIRE PROTECTION SPECIALTY, FIRE DEPARTMENT CONNECTION AND STANDPIPE CABINET SPECIFIED. B. SHOP DRAWINGS PREPARED IN ACCORDANCE WITH NFPA 13 IDENTIFIED AS "WORKING PLANS," INCLUDING HYDRAULIC CALCULATIONS THAT HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1. THE SUBCONTRACTOR SHALL BEFORE COMMENCING INSTALLATION OF HIS WORK OBTAIN ALL NECESSARY INSURANCE OR INSPECTION AGENCY APPROVALS AND THEN SEND ONE SEPIA AND ONE COPY OF APPROVED DRAWINGS TO THE ARCHITECT FOR HIS REVIEW. 2. SHOP DRAWINGS MUST BE LEGIBLE COPIES OF CLEAR, SHARP TRACINGS, PREPARED AT SCALE OF 1/8" = 1' -0" AND MUST SHOW ALONG NTH PIPING, SPRINKLERS, DUCTWORK, ETC., CONSTRUCTION AND OCCUPANCY OF EACH AREA, INCLUDING CEILING AND ROOF HEIGHTS. 3. CALCULATIONS SHALL BE BASED ON NFPA REQUIREMENTS FOR MERCANTILE OCCUPANCY. 4. SHOP DRAWINGS SHALL BE PREPARED USING FOR REFERENCE ALL OF THE ARCHITECTURAL, STRUCTURAL MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 5. THE PLACEMENT OF SPRINKLERS AND THE ROUTING OF ALL EXPOSED PIPING ARE SUBJECT TO THE REVIEW AND APPROVAL OF BOTH THE ENGINEER AND THE ARCHITECT FOR PROPER COORDINATION AND AESTHETICS. PIPE ROUTING IN EXPOSED AREAS MAY REQUIRE REROUTING FOR ARCHITECTURAL REASONS, AT NO ADDITIONAL COST TO THE OWNER. 6. ENGINEERED FIRE SPRINKLER SHOP DRAWINGS ARE REQUIRED AND SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL CONTRACT A PROFESSIONAL ENGINEER, AS REQUIRED, AND PAY ALL FEES ASSOCIATED WITH OBTAINING A PROFESSIONAL ENGINEER'S STAMP AND SIGNATURE. THE CONTRACTOR SHALL SUBMIT THE STAMPED AND SIGNED DOCUMENTS TO THE AUTHORITIES HAVING JURISDICTION. C. MAINTENANCE DATA FOR EACH TYPE SPRINKLER HEAD, VALVE, PIPING SPECIALTY, FIRE PROTECTION SPECIALTY, FIRE DEPARTMENT CONNECTION, HOSE AND RACK, AND HOSE CABINET SPECIFIED, FOR INCLUSION IN OPERATING AND MAINTENANCE MANUAL SPECIFIED IN DIVISION 1 AND DIVISION -15 SECTION "BASIC MECHANICAL REQUIREMENTS." D. WELDERS, QUALIFICATION CERTIFICATES. E. TEST REPORTS AND CERTIFICATES INCLUDING "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVE- GROUND PIPING" AND "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" AS DESCRIBED IN NFPA 13. 6. QUAUTY ASSURANCE A. SUBCONTRACTOR'S QUALIFICATIONS: INSTALLATION AND ALTERATIONS OF FIRE PROTECTION PIPING, EQUIPMENT, SPECIALTIES, AND ACCESSORIES, AND REPAIR AND SERVICING OF EQUIPMENT SHALL BE PERFORMED ONLY BY A QUAUFIED INSTALLER EMPLOYED BY THE SUBCONTRACTOR. THE TERM QUALIFIED MEANS EXPERIENCED IN SUCH WORK (EXPERIENCED SHALL MEAN HAVING A MINIMUM OF 5 PREVIOUS PROJECTS SIMILAR IN SIZE AND SCOPE TO THIS PROJECT), FAMIUAR WITH ALL PRECAUTIONS REQUIRED, AND HAS COMPLIED WITH ALL THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. UPON REQUEST, SUBMIT EVIDENCE OF SUCH QUALIFICATIONS TO THE ARCHITECT. REFER TO DIVISION -1 SECTION: "DEFINITIONS AND STANDARDS ", FOR DEFINITIONS FOR "INSTALLERS." B. QUALIFICATIONS FOR WELDING PROCESSES AND OPERATORS: COMPLY WITH THE REQUIREMENTS OF AWS D10.9, SPECIFICATIONS FOR QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS FOR PIPING AND TUBING, LEVEL AR- 3." C. REGULATORY REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES: 1. NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. 2. UL COMPLIANCE: FIRE PROTECTION SYSTEM MATERIALS AND COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES LISTED AND LABELED, AND APPROVED FOR THE APPLICATION ANTICIPATED. 3. CURRENT UNIFORM BUILDING CODE AND UNIFORM FIRE CODE AS THEY APPLY TO COVERED MALL BUILDINGS. 7. SEQUENCING AND SCHEDULING A. SCHEDULE ROUGH -IN INSTALLATIONS WITH INSTALLATIONS OF OTHER BUILDING COMPONENTS AS DIRECTED BY THE CONSTRUCTION MANAGER. 8. EXTRA MATERIALS A. VALVE WRENCHES: FURNISH TO OWNER, 3 VALVE WRENCHES FOR EACH TYPE OF SPRINKLER HEAD INSTALLED. B. SPRINKLER HEADS AND CABINETS: FURNISH 12 EXTRA SPRINKLER HEADS OF EACH STYLE INCLUDED IN THE PROJECT. FURNISH EACH STYLE WITH ITS OWN SPRINKLER HEAD CABINET AND SPECIAL WRENCHES AS SPECIFIED IN THIS SECTION. PART 2 - PRODUCTS 1. MANUFACTURERS A. MANUFACTURER: SUBJECT TO COMPUANCE WITH REQUIREMENTS, PROVIDE FIRE PROTECTION SYSTEM PRODUCTS FROM ONE OF THE FOLLOWING: 1. GROOVED MECHANICAL COUPLINGS: A. STOCKHAM B. VICTAULIC COMPANY OF AMERICA 2. SPRINKLER HEADS: A. AUTOMATIC SPRINKLER CORP OF AMERICA. B. TYCO C. RELIABLE AUTOMATIC SPRINKLER CO., INC. D. STAR SPRINKLER CORP. E. VIKING CORP. 2. PIPE AND TUBING MATERIALS A. GENERAL: REFER TO PART 3 ARTICLE "PIPE APPLICATIONS" FOR IDENTIFICATION OF SYSTEMS WHERE THE BELOW SPECIFIED PIPE AND FITTING MATERIALS ARE USED. B. STEEL PIPE (2 INCHES AND SMALLER): ASTM A 120, SCHEDULE 40, E.R.W., BLACK STEEL PIPE, PLAIN ENDS. C. STEEL PIPE (2 -1/2 INCHES AND LARGER): ASTM A53 OR AB5, SCHEDULE 10, E.R.W., BLACK STEEL PIPE, PLAIN OR ROLL GROOVED ENDS. D. THE USE OF THREADED "THINWALL" PIPE WILL NOT BE ACCEPTABLE. E. THE USE OF SCHEDULE 40 BLACK STEEL PIPE 2" AND SMALLER WITH ROLL GROOVED CONNECTIONS ON GRIDDED SYSTEMS IS ACCEPTABLE. 3. FITTINGS A. CAST -IRON THREADED FITTINGS: ANSI B16.4, CLASS 125, STANDARD PATTERN, FOR THREADED JOINTS. THREADS SHALL CONFORM TO ANSI B1.20.1 B. MALLEABLE -IRON THREADED FITTINGS: ANSI B16.3, CLASS 300, STANDARD PATTERN, FOR THREADED JOINTS. THREADS SHALL CONFORM TO ANSI B1.20.1. C. STEEL FITTINGS: ASTM A 234, SEAMLESS OR WELDED, FOR WELDED JOINTS. D. GROOVED MECHANICAL FITTINGS: ASTM A 536, GRADE 65 -45 -12 DUCTILE IRON; ASTM A 47 GRADE 32510 MALLEABLE IRON; OR ASTM A53, TYPE F OR TYPES E OR S, GRADE B FABRICATED STEEL FITTINGS WITH GROOVES OR SHOULDERS DESIGNED TO ACCEPT GROOVED END COUPUNGS. E. GROOVED MECHANICAL COUPLINGS: CONSIST OF DUCTILE OR MALLEABLE IRON HOUSING, A SYNTHETIC RUBBER GASKET OF A CENTRAL CAVITY PRESSURE - RESPONSIVE DESIGN; WITH NUTS, BOLTS, LOCKING PIN, LOCKING TOGGLE, OR LUGS TO SECURE ROLL - GROOVED PIPE AND FITTINGS. F. CAST -IRON THREADED FLANGES: ANSI B16.1, CLASS 125; RAISED GROUND FACE, BOLT HOLES SPOT FACED. 4. JOINING MATERIALS A. WELDING MATERIALS: COMPLY, WITH SECTION II, PART C, ASME BOILER AND PRESSURE VESSEL CODE FOR WELDING MATERIAL APPROPRIATE FOR THE WALL THICKNESS AND CHEMICAL ANALYSIS OF THE PIPE BEING WELDED. 1. BRAZING FILLER METALS: AWS A5.8, CLASSIFICATION BAGL (SILVER). 2. SOLDER FILLER METALS: ASTM B 32, 95 -5 TIN - ANTINOMY. B. GASKET MATERIALS: THICKNESS, MATERIAL, AND TYPE SUITABLE FOR FLUID TO BE HANDLED, AND DESIGN TEMPERATURES AND PRESSURES. 5. AUTOMATIC SPRINKLERS A. SPRINKLER HEADS: FUSIBLE LINK TYPE OR GLASS BULB TYPE, AND STYLE AS REQUIRED BY THE APPLICATION. UNLESS OTHERWISE INDICATED, PROVIDE HEADS WITH NOMINAL 1/2-INCH DISCHARGE ORIFICE, FOR "ORDINARY" TEMPERATURE RANGE. B. SPRINKLER HEAD FINISHES: PROVIDE HEADS WITH THE FOLLOWING FINISHES: (REFER TO FIRE SPRINKLER HEAD TYPE SCHEDULE FOR ADDITIONAL INFORMATION) 1. SPRINKLERS FOR THE PROPOSED EQUIPMENT SHALL BE OF THE APPROVED BRONZE UPRIGHT AND COLOR SPECIFIC PENDENT; BLACK AND WHITE FLUSH AND SEMI- RECESSED; AND SHALL BE DISTRIBUTED THROUGHOUT THE BUILDING AS REQUIRED. 2. SPRINKLERS IN SUSPENDED ACOUSTICAL TILE AND GYPSUM DRYWALL CEILINGS IN SERVICE/EXIT CORRIDORS OR OFFICE AREAS SHALL BE APPROVED CONCEALED PENDENT TYPE, COLOR AS SCHEDULED. 3. SPRINKLERS WITHIN EXISTING SPACES WITH FIRE SPRINKLER 9. FREIGHT & HAULING COVERAGE SHALL MATCH EXISTING SPRINKLERS IN COLOR, K FACTOR, TEMPERATURE, AND STYLE OR AS DIRECTED BY THE ARCHITECT /ENGINEER. A. DELIVER MATERIALS TO JOB SITE AND UNLOAD AND STACK IN LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. 7. FLUSHING CONNECTIONS 8. A. PROVIDE FLUSHING CONNECTIONS IN CROSS -MAINS AS SPECIFIED IN NFPA 13, LATEST EDITION. A. B. C. PIPING THROUGH WALLS AND FLOORS SLEEVES SHALL BE SET IN PLACE FOR ALL PIPES PASSING THROUGH FLOORS AND WALLS. IN THE EVENT SPRINKLER SUBCONTRACTOR FAILS TO SET SLEEVES FOR PASSAGE OF PIPING THROUGH FLOORS AND WALLS, HE SHALL PAY THE CONSTRUCTION MANAGER TO CUT AND INSTALL THEM. ALL HANGERS AND HANGER COMPONENTS SHALL BE APPROVED TYPE. PART 3 - EXECUTION 1. EXAMINATION A. EXAMINE ROUGH IN FOR SPRINKLER SYSTEM PIPING AND EQUIPMENT TO VERIFY ACTUAL LOCATIONS OF PIPING AND EQUIPMENT PRIOR TO INSTALLATION. B. C. 2. EXAMINE WALLS FOR SUITABLE CONDITIONS WHERE CABINETS ARE TO BE INSTALLED. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PIPE APPLICATIONS A. USE MOST ECONOMICAL COMBINATION OF THE FOLLOWING MATERIALS MEETING ALL REQUIREMENTS. ALTERNATE PIPING MATERIALS MAY BE SUBMITTED FOR APPROVAL, SUBJECT TO PRIOR WRITTEN APPROVAL BY THE LOCAL FIRE MARSHALL. 1. INSTALL SCHEDULE 40 STEEL PIPE WITH THREADED JOINTS AND FITTINGS FOR 2 INCH AND SMALLER. 2. INSTALL SCHEDULE 10 STEEL PIPE WITH ROLL - GROOVED ENDS AND GROOVED MECHANICAL COUPLINGS FOR 2 1/2 INCH AND LARGER. 3. PIPING INSTALLATIONS A. LOCATIONS AND ARRANGEMENTS: DRAWINGS (PLANS, SCHEMATICS, AND DIAGRAMS) INDICATE THE GENERAL LOCATION AND ARRANGEMENT OF PIPING SYSTEMS. SO FAR AS PRACTICAL, INSTALL PIPING AS INDICATED. 1. THE SUBCONTRACTOR SHALL MAKE NO CHANGES IN INSTALLATION FROM LAYOUT AS SHOWN ON APPROVED WORKING DRAWINGS WHICH MAY BE REQUESTED BY ANY INSPECTION BUREAU OR INSURANCE ASSOCIATION UNLESS SUCH CHANGE IS SPECIFICALLY APPROVED BY THE ENGINEER. ANY CHANGES MADE OTHER THAN AS ABOVE STATED ARE AT THE SUBCONTRACTOR'S OWN EXPENSE AND RESPONSIBILITY. B. INSTALL SPRINKLER PIPING TO PROVIDE FOR COMPLETE SYSTEM DRAINAGE IN ACCORDANCE WITH NFPA 13. C. USE APPROVED FITTINGS TO MAKE ALL CHANGES IN DIRECTION, BRANCH TAKEOFFS FROM MAINS, AND REDUCTIONS IN PIPE SIZES. D. INSTALL UNIONS IN PIPES 2 INCH AND SMALLER, ADJACENT TO EACH VALVE. UNIONS ARE NOT REQUIRED ON FLANGED DEVICES OR IN PIPING INSTALLATIONS USING GROOVED MECHANICAL COUPLINGS. E. HANGERS AND SUPPORTS: COMPLY WITH THE REQUIREMENTS OF NFPA 13 AND NFPA 14. HANGER AND SUPPORT SPACING AND LOCATIONS FOR PIPING JOINED WITH GROOVED MECHANICAL COUPUNGS SHALL BE IN ACCORDANCE WITH THE GROOVED MECHANICAL COUPLING MANUFACTURER'S WRITTEN INSTRUCTIONS, FOR RIGID SYSTEMS. PROVIDE PROTECTION FROM DAMAGE WHERE SUBJECT TO EARTHQUAKE IN ACCORDANCE WITH NFPA 13. F. INSTALL PRESSURE GAGE ON THE RISER OR FEED MAIN AT OR NEAR EACH TEST CONNECTION. PROVIDE GAGE WITH A CONNECTION NOT LESS THAN 1/4 INCH AND HAVING A SOFT METAL SEATED GLOBE VALVE, ARRANGED FOR DRAINING PIPE BETWEEN GAGE AND VALVE. INSTALL GAGES TO PERMIT REMOVAL, AND WHERE THEY WILL NOT BE SUBJECT TO FREEZING. 4. PIPE JOINT CONSTRUCTION A. WELDED JOINTS: AWS D10.9, LEVEL AR -3. B. THREADED JOINTS: CONFORM TO ANSI B1.20.1, TAPERED PIPE THREADS FOR FIELD CUT THREADS. JOIN PIPE, FITTINGS, AND VALVES AS FOLLOWS: 1. NOTE THE INTERNAL LENGTH OF THREADS IN FITTINGS OR VALVE ENDS, AND PROXIMITY OF INTERNAL SEAT OR WALL, TO DETERMINE HOW FAR PIPE SHOULD BE THREADED INTO JOINT. 2. ALIGN THREADS AT POINT OF ASSEMBLY. 3. APPLY APPROPRIATE TAPE OR THREAD COMPOUND TO THE EXTERNAL PIPE THREADS. 4. ASSEMBLE JOINT TO APPROPRIATE THREAD DEPTH. WHEN USING A WRENCH ON VALVES PLACE THE WRENCH ON THE VALVE END INTO WHICH THE PIPE IS BEING THREADED. 5. DAMAGED THREADS: DO NOT USE PIPE WITH THREADS THAT ARE CORRODED OR DAMAGED. IF A WELD OPENS DURING CUTTING OR THREADING OPERATIONS, THAT PORTION OF PIPE SHALL NOT BE USED. C. MECHANICAL GROOVED JOINTS: CUT OR ROLL GROOVES ON PIPE ENDS DIMENSIONALLY COMPATIBLE WITH THE COUPLINGS. D. END TREATMENT: AFTER CUTTING PIPE LENGTHS, REMOVE BURRS AND FINS FROM PIPE ENDS. 5. SPRINKLER HEAD INSTALLATIONS A. USE PROPER TOOLS TO PREVENT DAMAGE DURING INSTALLATIONS.. 6. FIELD QUALITY CONTROL A. FLUSH, TEST, AND INSPECT SPRINKLER PIPING SYSTEMS IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. B. FLUSH, TEST, AND INSPECT STANDPIPE SYSTEMS IN ACCORDANCE WITH NFPA 14 REQUIREMENTS. C. REPLACE PIPING SYSTEM COMPONENTS, WHICH DO NOT PASS THE TEST PROCEDURES, SPECIFIED, AND RETEST REPAIRED PORTION OF THE SYSTEM. 10. LEAK DAMAGE A. THIS SUBCONTRACT SHALL BE RESPONSIBLE DURING THE INSTALLATION AND TESTING PERIODS OF THE SPRINKLER SYSTEM FOR ANY DAMAGE TO THE WORK OF OTHERS, TO THE BUILDING, ITS CONTENTS, ETC., CAUSED BY LEAKS IN ANY EQUIPMENT, BY UNPLUGGED OR DISCONNECTED PIPES, FITTINGS, ETC. OR BY OVERFLOW, AND SHALL PAY FOR NECESSARY REPLACEMENTS OR REPAIR TO WORK OF OTHERS, BUILDING, STORE FIXTURES, OR MERCHANDISE DAMAGED BY SUCH LEAKAGE. GUARANTEE A. B. AT THE COMPLETION OF THE WORK UNDER THIS SPRINKLER CONTRACTOR, THIS SUBCONTRACTOR SHALL FURNISH, IN WRITING, TO THE OWNER, A GUARANTEE STATING THAT ALL EQUIPMENT, MATERIALS AND WORK PERFORMED ARE IN FULL ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THIS SUBCONTRACTOR SHALL ALSO FURNISH TO THE OWNER A WRITTEN GUARANTEE (IN TRIPLICATE) THAT ALL EQUIPMENT, MATERIALS AND WORK PERFORMED UNDER THIS CONTRACT, AND ANY SUBSEQUENT CHANGE ORDERS THERETO, ARE FULLY GUARANTEED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT ANY EQUIPMENT, MATERIALS OR WORKMANSHIP WHICH MAY PROVE DEFECTIVE WITHIN THAT TIME WILL BE REPLACED AT NO COST TO THE OWNER. 12. MORE OR LESS SPRINKLERS A. THE SPRINKLER SUBCONTRACTOR SHALL STATE PRICE IN THE BID FOR MORE OR LESS SPRINKLERS THAN THE TOTAL NUMBER OF SPRINKLER HEADS AS SHOWN ON THE WORKING DRAWINGS. THIS PRICE SHALL INCLUDE ALL NECESSARY HEADS, PIPING, FITTINGS, AND LABOR PER HEAD AND SHALL STATE PRICE FOR INSTALLATION OF EACH TYPE OF SPRINKLER USED JOB. 13. ACCEPTANCE A. BEFORE OFFERING SYSTEM FOR ACCEPTANCE, THE SUBCONTRACTOR SHALL FURNISH WRITTEN PROOF THAT IT IS ENTIRELY SATISFACTORY TO THE INSPECTION AGENCY, GOVERNMENTAL BODIES HAVING JURISDICTION AND THE LOCAL WATER UTILITY. 14. CUTTING & PATCHING A. B. C. CHASES, OPENINGS, RECESSES, ETC. IN NEW CONSTRUCTION SHALL BE PROVIDED WHERE SO INDICATED BY THE SUBCONTRACTORS IN CONSTRUCTION AT THE LOCATIONS INVOLVED. SUBCONTRACTORS SHALL FURNISH INFORMATION AS TO SIZE, LOCATION, ETC. AND SHALL PROVIDE AND SET IN PLACE ALL BOXES, SLEEVES, INSERTS, FORMS, ETC. IF HE FAILS TO PROVIDE THE REQUIRED DATA IN TIME FOR OPENINGS TO BE LEFT, OR IF HE FAILS TO SET BOXES, SLEEVES, INSERTS, FORMS, ETC., CONSTRUCTION MANAGER SHALL DO REQUIRED CUTTING. OPENINGS SHALL BE ACCURATELY LOCATED, NEATLY CUT AND NO LARGER THAN NECESSARY. D. THE SUBCONTRACTOR SHALL DO REBUILDING, PATCHING, REFINISHING AND PAINTING REQUIRED TO RESTORE CONSTRUCTION TO ORIGINAL CONDITION BEFORE CUTTING, AS APPROVED BY THE ARCHITECT, USING SKILLED CRAFTSMEN. 15. INSPECTOR'S TESTING A. INSPECTOR'S TEST CONNECTIONS, CONSISTING OF 1" PIPING, L" GLOBE VALVE, AND 1/2" SPECIAL DISCHARGE NOZZLE, SHALL BE PROVIDED AND CONNECTED TO THE SYSTEMS AT REQUIRED POINTS. THE SUBCONTRACTOR TO CONSULT WITH CONSTRUCTION MANAGER'S SUPERINTENDENT ON THE JOB TO DETERMINE EXACT LOCATIONS OF INSPECTOR'S TEST CONNECTIONS AND LOCATIONS OF DISCHARGE PIPING. PIPING DOWNSTREAM OF TEST VALVES SHALL BE GALVANIZED. 16. SUBSTITUTIONS A. IF THE SUBCONTRACTOR MAKES ANY SUBSTITUTIONS OF EQUIPMENT OR MATERIALS FROM THAT SPECIFIED HE SHALL BE RESPONSIBLE FOR ANY REQUIRED CHANGES IN DRAWINGS AND RESPONSIBLE FOR ANY CHANGES AND COST CAUSED BY CHANGES TO OTHER CONTRACTS INVOLVED. * ** - ANY SUBSTITUTION MUST BE PRE - APPROVED BY THE CHILDREN'S PLACE. END OF SECTION I VREVIEWED FOR ��WAPPRQE COMPLIANCE D 17 2012la s: .. Oity of Tukwi BUILDIEC NG DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER FIRE SPRINKLER SPECIFICATIONS SCALE: N.T.S. © 2011 ARCVISION, INC THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. 60GLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB- CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARGHITEGT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. 606LIA DATE ISSUE REV DATE I55UE 10/26/11 - TOP REVIEW #I IO /26/1.1 - LL REVIEW #I 1I/01/12 - FOR PERMIT ARCHITECT ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SURE 300 ST. LOUIS, MO 63146 P11 (314) 415 -2400 FAX (314) 415 -2300 www.ercv.com STORE TYPE TECH 2 - E3 2010 -10 WB PROJECT SQUARE FOOTAGE SALES SUPPORT TOTAL 2833 5E 565 SF 3348 5E PROJECT THE CHILDREN'S STORE 1322 SOUTHCENTER MALL SEATTLE, AA 48188 SCALE AS NOTED DRAWN BY ND ARGVISION PROJECT * 1204618 CHECKED BY RF SHEET TITLE FIRE Sf RINKLER SPEC SHEET NUMBER SF DO ALL SPRINKLER WORK SHALL BE PERFORMED BY LANDLORD APPROVED SPRINKLER CONTRACTOR. SPRINKLER PLAN NOTES: HALLWAY 106 11' -11" 1 ACT —EX FITTING ROOM 102 8' -0" 1 ACT -1 O) 'JANITOR CLOSET SERYI CE CORRIDD:R O C3 —NOTE 2 1. EXISTING SPRINKLER HEAD TO REMAIN. COORDINATE WITH GENERAL CONTRACTOR THE INSTALLATION OF NEW CEILING. REMOVE, REINSTALL AND ADJUST ESCUTCHEONS AS REQUIRED. 2. PROVIDE NEW SPRINKLER HEADS OF THE APPROPRIATE TYPE WHERE REQUIRED BY CEILING CHANGE. STOCK ROOM 104 1 ' -11" 1 ACT —EX 105 111 -11" 1 ACT —EX EXISTING TOILET ROOM 103 8' -0" 1 PT -1 CRAZY S SALES AREA 100 11" 1 PT -5 • N I ^.s i a.",35: 3SFifS >3.G£:03 OTE 2 L/ ' OTE 2 OTE2 13 OTE 2 itt wxi v 3rY»isS.G>N'' w w >w> fur w u, vw .5faxa . 'DISPLAY WINDOW OTE 2 OTE 2 »»usrii: "- -NOTE 2 ca OTE 2 LOVE CULTURE ,zu w DISPLAY WINDOW 100E 13' -6" 1 PT -1 • 3 MALL CONCOURSE FSCALE: 11/4IR ' SF INKLER PLAN = 1 -0 GENERAL NOTES: A. ALL ELEVATIONS ARE BASED ON CENTER LINE OF PIPE UNLESS NOTED OTHERWISE. ELEVATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FINAL PIPE LOCATION. B. FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN STRICT CONFORMITY WITH ALL LATEST REQUIREMENTS OF THE STATE BUILDING CODE, THE LOCAL FIRE DEPARTMENT, ALL LOCAL RULES AND REGULATIONS AS DEFINED BY THE AUTHORITY HAVING JURISDICTION AND THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). C. PROVIDE ALL CODE REQUIRED SIGNAGE FOR FIRE SPRINKLER SYSTEM. D. PROVIDE ALARM TEST CONNECTION IN ACCORDANCE WITH NFPA REQUIREMENTS. E. TESTING OF SYSTEM SHALL BE IN ACCORDANCE WITH NFPA REQUIREMENTS. CONTRACTOR SHALL RUN AND PAY FOR ALL TESTS REQUIRED TO ENSURE THE SYSTEM HAS ADEQUATE FLOW AND PRESSURE. F. SPARE SPRINKLERS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA REQUIREMENTS. G. PROVIDE ALL CODE REQUIRED CLEARANCE ABOVE AND AROUND ELECTRICAL EQUIPMENT. H. COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL TRADES PRIOR TO FABRICATION OR INSTALLATION. LOCATIONS OF FIRE SPRINKLER HEADS AND PIPES ARE SHOWN FOR GRAPHICAL REPRESENTATION ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE FIRE SPRINKLER COVERAGE BASED ON ACTUAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. I. PROVIDE LOW POINT DRAINS ON ALL TRAPPED SECTIONS OF PIPING. J. ENTIRE FIRE SPRINKLER SYSTEM SHALL BE INSTALLED LEVEL OR SLOPED TOWARD THE SERVICE ENTRANCE TO FACILITATE DRAIN DOWN UNLESS NOTED OTHERWISE. DRAINS SHALL BE SIZED AND INSTALLED IN ACCORDANCE WTH LOCAL AND NFPA CODES. ALL FLOATING MAINS SHALL BE PROVIDED WITH AN AUXILIARY DRAIN ROUTED TO THE EXTERIOR. K. ALL SPRINKLER LINES 2" AND SMALLER SHALL BE SCHEDULE 40 WITH THREADED FITTINGS OR ROLL GROOVE CONNECTIONS. ALL SPRINKLER LINES AND MAINS 2 1/2" AND LARGER SHALL BE SCHEDULE 10 WITH ROLL GROOVE CONNECTIONS UNLESS NOTED OTHERWISE. THE USE OF WELD —O —LETS IS ACCEPTABLE. UNDERGROUND PIPING SHALL BE DUCTILE IRON WITH PVC WRAP TO PROVIDE PROTECTION FROM CORROSIVE SOILS. L. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER, SPRINKLER DROP, OR SPRIG —UP SHALL NOT EXCEED 24 IN FOR STEEL PIPE OR 12 IN FOR COPPER TUBE. Exception: WHERE THE MAXIMUM PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI AND A BRANCH LINE ABOVE A CEILING SUPPLIES SPRINKLERS IN A PENDENT POSI11ON BELOW THE CEILING, THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A SPRINKLER OR SPRINKLER DROP SHALL NOT EXCEED 12 IN FOR STEEL PIPE AND 6 IN FOR COPPER TUBE. THE HANGER CLOSEST TO THE SPRINKLER SHALL BE OF A TYPE THAT PREVENTS UPWARD MOVEMENT OF THE PIPING. M. THE DISTANCE BETWEEN A HANGER AND THE CENTERLINE OF AN UPRIGHT SPRINKLER SHALL NOT BE LESS THAN 3 IN. N. MAINTAIN 18" CLEAR BELOW ALL SPRINKLER HEADS. SPRINKLER CONTRACTOR SHALL FIELD VERIFY ALL OBSTRUCTIONS AFTER TCP HAS INSTALLED THEIR SHELVING. S NY/ MBE:J 3/4 1 F I R E P R O T E C T I O N SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1111--o—_21 ELEVATION CHANGE —Do-- BALL VALVE 11 FH FIRE HYDRANT 12 -0 15 -0 PIPE CAP ---1\1— CHECK VALVE +— VALVE IN RISE ] �— PIPE COUPLING THREADED LIGHT WALL STEEL PIPE PRESSURE REGULATING VALVE (PRV) C.I. CAST IRON ® O HYDRAULIC NODE POINT 12 -0 I.E. INVERT ELEVATION —VII-- POST INDICATOR VALVE N/A FIRE DEPARTMENT CONNECTION > 8 -0 FINISHED CEILING ELEVATION —e— RISER NIPPLE CRN) 12 -0 12 -0 IC— A.F.F. 15 -0 15 -0 15 -0 15 -0 15 -0 FIRE SPRINKLER SYMBOL LEGEND FIRE NFPA 13, 1999 EDITION TABLE 6 -2.2 MAXIMUM DISTANCE BETWEEN HANGERS (FT. — IN.) NOMINAL PIPE SIZE (IN) 3/4 1 1 1/41 1/2 2 2 1/2 3 3 1/2 4 5 6 8 PIPE TYPE STEEL PIPE EXCEPT THREADED LIGHT —WALL N/A 12 -0 12 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 15 -0 THREADED LIGHT WALL STEEL PIPE N/A 12 -0 12 -0 12 -0 12 -0 12 -0 12 -0 N/A N/A N/A N/A N/A COPPER TUBE 8 -0 8 -0 10 -0 10 -0 12 -0 12 -0 12 -0 15 -0 15 -0 15 -0 15 -0 15 -0 CPVC 5 -6 6 -0 6 -6 7 -0 8 -0 9 -0 10 -0 N/A N/A N/A N/A N/A POLYBUTYLENE (IPS) N/A 3 -9 4 -7 5 -0 5 -11 N/A N/A N/A N/A N/A N/A N/A POLYBUTYLENE (CTS) 2 -11 3 -4 3 -11 4 -5 5 -5 N/A N/A N/A N/A N/A N/A N/A DUCTILE IRON PIPE N/A N/A N/A N/A N/A N/A 15 -0 N/A 15 -0 N/A 15 -0 15 -0 HANGER SPACING SCHEDULE SCALE: NTS REVIEWED FOR E COMPLIANCE APPROVED 1 DEC 17 2012 ' City of Tukwila BUILDING DIVISION SPRINKLER HEAD TYPES MANUF. MODEL TYPE ORIFICE FACTOR (DEG. F.) SYMBOL FINISH ESCUTCHEON TYCO TY —FRB PENDENT 1/2 5.6 155 Q CHROME SEMI — RECESSED TYCO RF —II PENDENT 1/2 5.6 155 @ WHITE CONCEALED TYCO TY —FRB UPRIGHT 1/2 5.6 155 0 BRASS N/A EXISTING — PENDENT 1/2 5.6 155 El WHITE CONCEALED SPRINKLER HEAD TYPES ARE SUBJECT TO APPROVAL BY 7HE f7RE DEPT. AND THE LANDLORD. VERIFY TYPES ALLOWED/REQUIRED NTH THE F/RE DEPT., LANDLORD'S TENANT COORDINATOR AND GEORGE BARTH PR /OR 7V ORDERING/INSTALLING HEADS PG(' -2.1-1 RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER FIRE 5 SPRINKLER HEAD SCHEDULE 0 2011 ARGVISION, INC THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. 606LIA, NGARB, WI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB - CONTRACTORS WORKING. FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARD I N6 MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. TI ICSC DRAWINGS WERE COMPLETED UNDER THE DIRECT SUPERVISION OF: FREDERICK J. GOGLIA DATE ISSUE REV DATE ISSUE 10/26/11 - TOP REV I EIN *1 10/26/11 - LL REV I EJMI #1 11/01/12 - FOR PERMIT ARCHITECT ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415 -2400 FAX (314) 415 -2300 www.arcv.com STORE T'r'PE TECH 2 - E3 2010 -10 113 PROJECT SQUARE FOOTAGE SALES SUPPORT TOTAL 2833 5F 565 5F 3318 5F PROJECT THE CHILDREN'S STORE 1322 SOUTHGENTER MALL SEATTLE, INA 18188 SCALE AS NOTED DRAWN BY N17 ARGVISION PROJECT # 120118 CHECKED BY RF SHEET TITLE FIRE SI I NKLER FLAN AND SCHEDULES SHEET NUMBER SF200