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HomeMy WebLinkAboutPermit PG12-049 - BOEING #9-96BOEING #9 -96 9725 EAST MARGINAL WY S PG1 2-049 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Project Name: BOEING #9 -96 Permit Number: PG12-049 Issue Date: 05/11/2012 Permit Expires On: 11/07/2012 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 Contact Person: Name: DANIAL MA Address: 18802 80 AV S , KENT WA 98032 Email: DANIALM @SHINNMECH.COM Contractor: Name: SHINN MECHANICAL Address: 13301 SE 26 ST , BELLEVUE WA 98005 Contractor License No: SHINNMIO60QP Phone: 425 204 -3954 Phone: 425- 373 -9800 Expiration Date: 11/04/2013 DESCRIPTION OF WORK: INSTALL (14) NEW FLOOR DRAINS WITH ASSOCIATED PIPING AND TIE IN. INSTALL NEW BACKFLOW PREVENTION DEVICES AT (3) LOCATIONS SERVING THE HEATING WATER FILL/MAKE UP SYSTEM. REPLACE (2) WATER HEATERS WITH INSTANTANEOUS TYPES, EXPANSION TANKS, AND PUMPS. Value of Plumbing /Gas Piping: $80,856.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $517.13 International Fuel Gas Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: Date: —< 1--11 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 pe Signature: Print Name: Date: '5 / / / //Z Oyul/ c. /(-1/j- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG12-049 Printed: 05 -11 -2012 PERMIT CONDITIONS Permit No. PG 12 -049 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: RPPA(s) shall be installed per manufacturer's specifications and shall be tested by a certified tester prior to final permit sign -off. Copy of passing backflow test report shall be forwarded to Public Works Project Inspector. 15: RPPA(s) annual tests shall be performed by a certified tester at owner's expese and copies of the test results shall be forwarded to City of Tukwila Water Department, Minkler Shops, phone no. 206 433 -1860. doc: UPC -4/10 PG12 -049 Printed: 05 -11 -2012 ik • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Plumbing /Gas Permit No. I l� ( 2 Project No. t Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 1725 Site Address: '&Qw 6 R� _ / C lnA& - t(.R�S'. Suite Number: King Co Assessor's Tax No.: 'l/VIJ 1-0 WI 1) Tenant Name: oeML7 PROPERTY OWNER Name: c2?nc;, ,, 6 Address:llTiillOG E x 2170'i t M/5 if___ City: C State: Zip9g/ 4 CONTACT PERSON — person receiving all project communication Name: 141Aurtt., m11. Address: f goi. n , i y City: 1 "!t r State: &e � " + Zip: *2� Phone 4z 204 _54951 Fax: 426,10.... Igo/ Email: „an 1thr%eht 11 mtth, £ cW Floor: New Tenant: ❑ Yes JNo PLUMBING CONTRACTOR INFORMATION Company Name:5-y, ) mgeovf W — Address:�� Rif Ayr__ g l City: *fur State: Zip: t3452 Phone:1 203 'gerGo Fax:e _ z0 9e0 / Contr Reg No. miw w 0Axp Date: 1* A/2„0 /3 Tukwila Business License No.:43/15 , mz p:5--g, Valuation of Project (contractor's bid price): $ J�C _ Scope of Work (please provide detailed information): Mini/ H Nrunt w boi � 0th -h' -i'n • "1.81.uL III i /eer.Ptoco i? tw a>u >w A - cut 3 /060/04.5 ci�1¢� HtOr7&b cOTh 2- 'ICL f vl�1 rri;,uP X (aw Z NZri-rtR / 6 US W PE I7 f3 . Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water. Sewer. H:\Applications \Forms - Applications On Line \2011 Apphcations\Plumbmg Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain J Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) 1- Each additional medical gas inlets /outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) J Lavatory Urinal Water heater and/or vent Repair or alteration of drainage or vent piping 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 J Wash fountain Water closet 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 Dental unit, cuspidor Floor drain J 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 teeter including backflow protection devices PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNCy AUTIJO IZED AGENT: 7 Signature: Print Name: a)ctio Iasi mi Mailing Address: 0167o2. , 7 AE_ H: \Applications \Forms - Applications On Line \2011 Applications \Plumbing Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Day Telephone: [ City Date: 3/G -(47Z0 /Z-- 125 -- -34 G%1�032- 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.: 0003400018 Permit Number: PG 12 -049 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 03/26/2012 Applicant: BOEING #9 -96 Issue Date: Receipt No.: R12 -01573 Payment Amount: $413.70 Initials: WER Payment Date: 05/11/2012 04:19 PM User ID: 1655 Balance: $0.00 Payee: SHINN MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 036613 413.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 413.70 Total: $413.70 doc: Receiot -06 Printed: 05 -11 -2012 00 of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwi/a. wa. us SET RECEIPT RECEIPT NO: R12 -01136 Initials: JEM Payment Date: 03/26/2012 User ID: 1165 Total Payment: 2,839.69 Payee: SHINN MECHANICAL SET ID: S000001720 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount M12 -039 2,736.26 PG12 -049 103.43 TOTAL: 2,736.26 TRANSACTION LIST: Type Method Description Amount Payment Check 036158 2,839.69 TOTAL: 2,839.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,839.69 TOTAL: 2,839.69 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY Q,F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P61?- - 24 Proje�ct:� \ g Type of2nspec ion: p ( J /� Add ss. " .. (4 1 s F , I4i('.� ate Called: L Special Ihstructions: Date Wanted: .�/ 4 —S "" /� !a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i Date: S n REINSPECTION FEE REQUIRED(or to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r.- •-- �e,�v -,., ,^ s'a -Y" H,C-! .— <.."-ii t-r' s- .,7u..s- rtser...,,,,z .a,...,.,es._.b. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3570 Permit Inspection Request Line (206) 431 -2451 Proj 1: � C.t A& A. dress: ia Special Instructions: 9 +9 10 AZ lit ypenspection: Lo � P J Date Called: Date Wante.:. -5 ... 3 p.m. • equester. one No: 2:-CS" ` 53 7 — 2 r-� Approved per applicable codes. Corrections required prior to approval. D REINSPRCTION 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. 6,, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PC- 42 =(,),-i'c Project: �j rIJ%.. F rg / Type of Inspection: Rci c-it4 -L 1, 1 ?t t e3 Address: CO a.5 & A 1" rem P lot a ll- Date Called: - Special Instructions: Date Wanted:. am. Requester'. Phone No: ,PQ (,— 5 -5371 Approved per applicable codes. El Corrections required prior to approval. / COMMENTS: k - . 4 no Inspecto OL,k_4K.• Date: l l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. jA ; CITY OF TUKWILA BUILDING DIVISION ..�/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206).431- 3670 Permit Inspection Request Line (206) 431 -2451 PP�(2- 041 Pr ect: Type of Inspection: Ad��d+,+,,,re s• c w , Date Called ;. \(` -�i Special In ;tructions: , 1'46k Ar.21 rA.AS g kacn oi..i rl, a Q(AC.e Z—AiA�f . '`s 1,pAS, ) \ "(seje-lipc.MtA Date Wanted:. ( _3 — .( 3 'm. �:m. Requester: Phone No: ..r _ El Approved per applicable codes. Corrections required•priorto approval. -. • COMMENTS: ._7 _ D o r n faC i\ c efi ds E.43 Insp/ettor: 4JLk Date: 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 CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /?OF T ni. Type of Inspection: /?�?/fl /N1 Address: 97.2 S. etts; "9r? nl /t Date Called: Special Instructions: Date Wanted:. cy - r 9 /a a.m,: ciiri:s Requester: Phone No: oWC, -S.' 5.3 7/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: lo4d x,41 A ft__ p .5.. ,0� -, �1 X c -ti ( f 5' - o „4,4 J �P 3 �A r, t Inspector: 0A-4) LA 1 Da pt n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . -a _ INSPEcTION:NO. . . INSPECTION RECORD Retain a copy with permit PERMIT NO. PO P-0(1 -CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Project: - Type of Inipection:. , rw,ill<XJ Date Called: 405//05h 5 Date Wanted: 0 Vah3 a.m.. P.m. Address . ' _ Special Instructions: • . , . Requester , iz ni C.-Ic Phone No: Approved perapplicable codes. ElCorrections required prior to approval. COMMENTS:. 5 . „.- --1-1;10Lied ■ Inspects:5r: pc Date: LA 1 /3 -_REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300'SoUthcenter'Blvd., Suite 100. Call to schedule reinspection. ISSUE FOR CONSTRUCTION BOEING AHU UPGRADE Tukwila, Washington Boeing Project No. 1 1094515 CEI Project No. 10609 March 16, 2011 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 • City of Tukwila BUILDING DIVISION RECEIVED MAR 212012 TUKWILA PUBLIC WORKS ?c7\q-O4'31 SEATTLE ANCHORAGE HONOLULU LOS ANGELES SPOKANE 1601 RfdiAe.,SuRe900 907.276.6664 808.687.8884 818.285.2650 509.328.2994 Seatde,WA 98101 -1620 206.623.0717 ACOFFMA N G I N E N R S LASTING TABLE OF CONTENTS SECTION TITLE STRUCTURAL 032000 Concrete Reinforcing 033000 Cast -In -Place Concrete 055000 Metal Fabrication ARCHITECTURAL 088713 Solar Control Films 096723 Resinous Flooring 099113 Exterior Painting MECHANICAL 210500 Common Work Results for Fire Suppression 210548 Vibration and Seismic Controls for Fire Suppression Piping and Equipment 211000 Water Based Fire Suppression Systems F220500 Common Work Requirements for Plumbing 220529 Hangers and Supports for Plumbing Piping and Equipment 220548 Vibration and Seismic Controls for Plumbing Piping and Equipment 220553 Identification for Plumbing Piping and Equipment 220700 Plumbing Insulation 221123 Domestic Water Pumps 223500 Domestic Water Heat Exchangers 230500 Common Work Results for HVAC 230513 Common Motor Requirements for HVAC Equipment 230516 Expansion Fittings and Loops 230519 Meters and Gages for HVAC Piping 230523 General Duty Valves for HVAC Piping 230529 Hangers and Supports for HVAC Piping and Equipment 230548 Vibration and Seismic Controls for HVAC Piping, Ductwork and Equipment 230553 Identification for HVAC Piping and Equipment 230593 Testing, Adjusting and Balancing for HVAC 230700 HVAC Insulation 230800 HVAC Systems Commissioning 230900 Instrumentation and Control for HVAC 230915 Variable Frequency Drives 232113 Hydronic Piping 232123 Hydronic Pumps 232213 Steam and Condensate Heating Piping 232215 Steam and condensate Heating Piping - Long Lead Items Procurements 232223 Steam Condensate Pumps 233113 Metal Ducts and Casings 233300 Air Duct Accessories 233400 HVAC Fans 233700 Air Inlets and Outlets 235700 Heat Exchangers for HVAC - Long Lead Item Procurement 235710 Heat Exchangers for HVAC Installation 237323 Custom Air Handling Units - Long Lead Item Procurement TABLE OF CONTENTS TOC- 1 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION SECTION 220500 COMMON WORK REQUIREMENTS FOR PLUMBING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 specification sections, apply to this section. 1.2 SUMMARY A. Section Includes: Work under this section shall include furnishing and installing domestic water piping, compressed air piping and drainage piping systems, including piping, fittings, piping specialties, drains, interceptors, valves, strainers, and other associated components, as specified or indicated. B. Related Sections: Division 22 Section: "Hangers and Supports for Plumbing Piping and Equipment ", "Vibration and Seismic Controls for Plumbing Piping and Equipment ", "Domestic Water Pumps" for domestic water circulators and sanitary sewage and sump pumps." 1.3 DEFINITIONS A. A /E: Prime design consultant responsible for preparation of these specifications. B. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels. C. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. D. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. E. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in chases. F. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters. G. The following are industry abbreviations: 1. ABS: Acrylonitrile- butadiene - styrene plastic. 2. CPVC: Chlorinated polyvinyl chloride plastic. 3. PE: Polyethylene plastic. 4. PVC: Polyvinyl chloride plastic. 5. EPDM: Ethylene - propylene -diene terpolymer rubber. 6. NBR: Acrylonitrile- butadiene rubber. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 1 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1.4 SUBMITTALS A. Submit each item specified in this Section according to the Conditions of the Contract and Division 01 Specification Sections B. Product Data: Submit for each type of product indicated herein. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories. C. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. Required in the following areas: Mechanical Rooms (Penthouses), Water Service Room, Toilet Room Plumbing Chases, congested areas required for coordination. 2. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 3. Wiring Diagrams: Submit for power, signal, and control wiring. D. Operation and Maintenance Data: 1. All valves and specialty valves (Valve tag list), 2. Water piping system accessories, strainers, expansion tanks, backflow preventers, gages, thermometers, trap primers, filters, E. Welding Qualifications: Qualify procedures and personnel according to AWS [D1.1 /D1.1M, "Structural Welding Code - Steel. F. Surface - Burning Characteristics: As determined by testing identical products according to ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Flame- Spread Index: 25 or less. 2. Smoke - Developed Index: 50 or less. G. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. H. Electrical Characteristics for Plumbing Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, equipment shall comply with requirements. 1.5 PROJECT CONDITIONS A. Do not install products or materials that are wet, moisture damaged, or mold damaged. B. Field Measurements: Verify actual dimensions of site conditions by field measurements before fabrication. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 2 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1.6 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction, to allow for plumbing installations. B. Coordinate installation of required supporting devices and set sleeves in poured -in -place concrete and other structural components as they are constructed. C. Coordinate requirements for access panels and doors for plumbing items requiring access that are concealed behind finished surfaces. Access panels and doors are specified in Division 08 Section "Access Doors and Frames." PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. 2.2 WATER PIPE AND FITTINGS (POTABLE AND NON - POTABLE WATER) A. Pipe General: 1. Pipe Above Ground: Seamless copper water tube, ASTM B88, Type "L," hard - drawn. 2. Pipe Below Ground (3" Size and Smaller): Seamless copper water tube, ASTM B88, Type "K," annealed, ANSI /ASME B16.22 wrought copper fittings, joints made by soldering. 3. Manufacturer: Cerro Copper Tube Co., Mueller Industries, Inc or .Cambridge Lee Industries, Inc. B. Fittings for Copper Tubing: 1. Wrought copper or bronze solder joint pressure fittings conforming to ANSI /ASME B16.18 and ANSI/ASME B16.22. 2. Adapters may be used for connecting tubing to flanges and to threaded ends of valves and equipment. 3. Press Fittings: Copper press fittings shall conform to the material and sizing requirements of ASME B16.18 or ASME B16.22. O -rings for copper press fittings shall be EPDM. C. Unions, Copper Piping: 125 -1b. wrought copper or cast bronze, solder or press joint type; ANSI /ASME B16.22 or ANSI /ASME B16.18. D. Dielectric Unions: 1. Piping 2" Size and Smaller: Provide at each point of connection between copper and galvanized steel pipe, dielectric waterway design, threaded, lined with inert, non- corrosive thermoplastic. Manufacturer: Capitol, Clearflow, Epco, Watts, or Wilkins. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 3 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION E. Dielectric Flanges: 1. Flanges in Copper Piping: Bronze or wrought- copper companion flange with tubing shoulder, 150 -1b. or 300 -1b wsp rating, as required to suit system pressure, with 1/16 -inch thick red rubber gasket per ANSI /ASME B16.21. Manufacturer: Capitol, Clearflow, Epco, Watts, or Wilkins. F. Dielectric- Flange Kits: Companion -flange assembly for field assembly. Include flanges, full - face- or ring -type neoprene or phenolic gasket, phenolic or polyethylene bolt sleeves, phenolic washers, and steel backing washers. 1. Manufacturer: Advance Products & Systems, Inc., Calpico, Inc., Pipeline Seal and Insulator, Inc. 2. Separate companion flanges and steel bolts and nuts shall have 150- or 300 -psig minimum working pressure where required to suit system pressures. G. Dielectric Couplings: Galvanized -steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300 -psig minimum working pressure at 225 deg F. Calpico, Inc. or Lochinvar Corp "V- Line ". H. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300 -psig minimum working pressure at 225 deg F . Perfection Corp., Precision Plumbing Products, Inc., Sioux Chief, or Victaulic Corporation. 2.3 THROUGH -WALL SUPPLY PIPES: A. Through -wall supply pipes that connect to exposed stops at wall faucets shall be Type L copper hard drawn. Where exposed to view, surfaces shall be polished chrome - plated finish. 2.4 MECHANICALLY COUPLED PIPING SYSTEMS A. Systems: Mechanically coupled piping products are approved for use on the following systems only: Domestic Potable and Non - Potable Water Systems. B. Mechanically grooved pipe couplings, fittings, valves and other grooved components may be used as an option to soldering, threading or flanged methods. All grooved components shall be of one manufacturer and shall conform to local codes and ordinances and ANSI /ASME B -31.1, B -31.9, UL /FM and IAPMO. The grooved end product manufacturer shall be ISO -9001 certified. Manufacturer: Victaulic Company or Anvil International Gruvlok. C. Pipe and Fittings: 1. Copper tubing Type L, hard drawn, conforming to ASTM B88. The pipe shall be roll - grooved in accordance with the manufacturer's recommendations. 2. Copper Piping Fittings: Fittings shall be constructed of copper, per ASTM B75, alloy C 12200 or B152 alloy C11000 or bronze sand cast per ASTM B -584, copper alloy CDA 836. 3. Fittings shall be grooved end fittings as designed in the manufacturer's catalog literature. Fittings shall be manufactured with grooves designed to accept grooved end couplings of the same manufacturer. D. Couplings and Components: 1. Coupling housings shall be ductile iron conforming to ASTM A395 and A536. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 4 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2. Bolts and nuts shall be carbon steel track type conforming to ASTM A183, minimum tensile 110,000 psi. 3. Gaskets in water piping system shall be Grade "E" EPDM, with temperature range from - 30°F to +230 °F. (Gaskets UL classified in accordance with ANSI/NSF 61 for hot ( +180 °F) and cold ( +80 °F) potable water service.) Gasket selection for each system shall be in accordance with manufacturer's current recommendations to suit system pressure and temperature. 4. .Adapters shall be used at flanged connections, engaging directly into roll grooved copper tube and fittings and bolting directly to ANSI /ASME Class 125 and Class 150 flanged components, complete with standard flange bolts. E. Dielectric Fittings: Dielectric fittings shall be used at piping connections between dissimilar metals and equipment to protect from local cell corrosion. Manufacturer: Victaulic Company Style 47 "Clearflow" Dielectric Waterway or Anvil Gruvlok "Di -Lok ". 2.5 VALVES A. General: Provide valves on all water piping systems and pumped drainage piping systems, 125 - psi system working pressure and below, where shown or specified. Provide valve in water or drain connection to each removable or replaceable item of equipment. B. Manufacturer: NIBCO, Inc., unless noted otherwise. C. Shut -Off Valves 2" and Smaller: Ball type, bronze. Bronze shall be ASTM B584 Alloy C84400. 2 -piece body style, threaded ends, full port, chrome plated solid brass ball, teflon seats, adjustable packing, lever handle, blowout proof stem, 150 wsp, 600 wog. D. Shut -Off Valves 2 -1/2" and Larger: Butterfly type, full lug, ductile iron body, 400 series stainless steel stem, aluminum bronze disc, EPDM liner and seals, upper and lower stem bearing, blowout proof stem, extended neck for minimum 2" insulation, manufacturer recommended for bi- directional dead end service at full rated pressure without a downstream flange, sizes 2 -1/2" through 4" shall be lever operated and 200 psi cwp; 6" through 12" shall be gear operated and 200 psi cwp; 14" and larger shall be gear operated and 150 psi cwp. E. Gate Valves 2 -1/2" and Larger: Cast -iron body, bronze trim, OS & Y, bolted bonnet, flanged ends, 125 wsp, 200 wog. F. Swing Check Valves 2" and Smaller: Bronze body, swing check, teflon disc and seat, 125 wsp, 200 wog. G. Check Valves in Copper Tubing: Bronze body and disc, soldered joint end connections, horizontal swing check, screwed cap, 125 wsp, 200 wog. H. Drain Valves 1/2" to 3/4" Sizes: Bronze ball valve, 2 -piece body, standard port, chrome plated brass ball, RPTFE seats, lever handle, blow out proof stem, threaded or soldered with hose end, cap and chain, 150 psi wsp, 600 psi wog. Manufacturer: Milwaukee No. BA -100H or BA- 150H. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 5 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2.6 VALVES- MECHANICALLY COUPLED COPPER PIPING SYSTEMS A. Butterfly Valves 2 -1/2" and Larger: Cast iron body, EPDM synthetic rubber encapsulated ductile iron disc with integrally cast stem, lever operated with l0- position throttling plate, manufacturer recommended for bi- directional dead end service at full rated pressure without a downstream flange, 300 psi cwp. 2.7 PRESSURE REDUCING VALVES A. Pressure Reducing Valves 2 -1/2" and Smaller: Bronze body, 300 psi rated inlet high temperature rated diaphragm for hot or cold water, renewable stainless steel seat, spring cage and orifice, threaded pattern, with Y- strainer and steel perforated strainer screen. Manufacturer: Watts Series 223S or 223BS or Wilkins 500YSBR Series. B. Pressure Reducing Valves 3" and Larger: Cast iron body, 125 lb. flanged, composition disc, Hycar diaphragm, bronze trim. Maximum initial pressure: 200 PSI. Reduced pressure range: 30 PSI to 80 PSI. Manufacturer: Wilkins. C. Accessory Connections: Install shut off valve on each side of reducing valve and full sized bypass with shut off valve. Install strainer on inlet side of, and the same size as pressure reducing valve. Install pressure gauge on low pressure side of line. 2.8 COMBINATION BALANCING - SHUTOFF VALVES A. Combination Balancing- Shutoff Valves 2" and Smaller: 1. Valves shall have threaded or soldered pattern. All metal parts shall be nonferrous, pressure die -cast, nonporous copper alloy. Valves shall be capable of installation in any direction without affecting flow measurement; shall provide four functions: a. Precise flow measurement, b. Precision flow balancing, c. Positive shut -off with no -drip seat and Teflon disc, and d. Drain connection with protective cap. 2. Valves shall have hand wheel adjustment for vernier -type setting and shall include memory setting for a tamperproof balancing setting. 3. Manufacturer: Armstrong CB V. 2.9 STRAINERS A. Strainers: Strainers shall be Y- pattern with bronze bodies. B. Strainers in Copper Tubing 2" and Smaller (Threaded Pattern): 200 Ib., heavy -duty cast bronze body, Y -type, 20 -mesh stainless steel screen, threaded blowdown end. Manufacturer: Watts Series S777. C. Strainers in Copper Tubing 2" and Smaller (Solder Pattern): 200 Ib., heavy -duty cast bronze body, Y -type, 20 -mesh stainless steel screen, threaded blowdown end. Manufacturer: Watts Series S777S. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 6 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2.10 EXPANSION TANKS A. Pre - pressurized, diaphragm -type thermal expansion tank with permanent sealed -in air cushion. Tank shall be welded steel and constructed, tested and stamped in accordance with Section VIII of ASME Code for a working pressure of 125 psi. Tank shall be field- adjustable pre- charged to minimum operating pressure. Tank shall be specifically designed for potable water systems. All internal parts must comply with FDA regulations and approvals. An internal butyl diaphragm shall be used to isolate air charge from water. Manufacturer: Amtrol "THERM -X- TROL" Series ST -C. 2.11 BACKFLOW PREVENTERS A. Backflow Preventers in General: Backflow preventers, valves, fittings and piping exposed in finished rooms shall be chromium - plated unless otherwise indicated. B. Backflow preventers shall conform to the provisions of WAC 246 - 290 -490, "Cross- Connection Control." C. Reduced Pressure Backflow Preventers: 1. Reduced pressure type, line pressure operated; state and local approved; low- pressure drop with accessories and fittings required for testing by water purveyor or authority having jurisdiction; gate valve on each side, supported on steel wall brackets. 2. Manufacturer: Zurn/Wilkins. D. Double. Check Valve Backflow Preventers: Manufacturer: Zurn /Wilkins. 2.12 THERMOMETERS A. Manufacturer: Weiss Instruments, Inc., Model 5VBM B. Description: Direct - mounting, bimetallic- actuated dial thermometers complying with ASME B40.3. C. Case: Dry type, stainless steel with 5 -inch diameter. D. Element: Bimetal coil. E. Dial: Satin - faced, nonreflective aluminum with permanently etched scale markings. F. Ring: Stainless steel. G. Connector: Adjustable angle type. H. Stem: Metal, for thermowell installation and of length to suit installation. I. Accuracy: Plus or minus 1 percent of range or plus or minus 1 scale division to maximum of 1.5 percent of range. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 7 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON J. Thermometers shall conform generally to the following: 11094515 ISSUE FOR CONSTRUCTION Service Range — Degrees F. Deg. F /Div. Domestic hot water 0 -250 2 Domestic cold water 30 -130 1 2.13 PRESSURE GAUGES: A. Manufacturer: Weiss Instruments, Inc. Model 4-PG-1-N. B. Direct - Mounting, Dial -Type Pressure Gages: Indicating -dial type complying with ASME B40.100. 1 Case: Dry type, 4 -1/2 -inch diameter. 2. Pressure - Element Assembly: Bourdon tube, unless otherwise indicated. 3. Pressure Connection: Brass, NPS 1/4, bottom - outlet type unless back - outlet type is indicated. 4. Movement: Mechanical, with link to pressure element and connection to pointer. 5. Dial: Satin - faced, nonreflective aluminum with permanently etched scale markings. 6. Accuracy: plus or minus 2 percent of middle half scale. 7. Range for Fluids under Pressure: Two times operating pressure. C. Pressure -Gage Fittings: 1. Valves: NPS 1/4 brass or stainless -steel needle type. 2. Syphons: NPS 1/4 coil of brass tubing with threaded ends. 3. Snubbers: ASME B40.5, NPS 1/4 brass bushing with corrosion - resistant, porous -metal disc of material suitable for system fluid and working pressure. D. All pressure gauges shall conform to the following scale ranges: Service Range Psig Interval Psig Interval graduations Psig Domestic hot water 0 -200 20 2 Domestic cold water 0 -200 20 2 E. Shutoff Cocks for Gauges: 1/4" NPT lever handle ball valve with solid chrome - plated brass ball. Manufacturer: Weiss, Model SY -14. F. Pressure Snubbers: Filter type snubbing element, brass housing. Manufacturer: Weiss, Model PSN. 2.14 WATER METER A. Bronze case and measuring chamber, 150 -psi operating pressure, rotor type measuring element, totalizing register in gallons, Hersey Model MHR, horizontal turbine type, magnetic drive, positive displacement cold water meter. Meter shall be graduated in cubic feet. Meter shall comply with ANSUAWWA standard C701, Class II. Meter shall be suitable for 175 psi working pressure and temperature range 33 °F and 130 °F. Meter shall be equipped with Translator registers and a Frequency Transmitter. Provide Hersey Model "Pulser System" to accompany the water meter for use at LEED monitoring display site. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 8 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2.15 TRAP PRIMERS A. Electric Trap Primers: Electronic trap priming assembly complete with NEMA -1 surface mount box and coverplate,atmospheric vacuum breaker, 24 hour time clock, manual override switch /test button, 120V solenoid valve, 120V 3 wire connection, 3/4" inlet, 3/4" manifold, 1/2" outlets, UL listed. The contractor shall coordinate the number of outlets required. Manufacturer: Precision Plumbing Products, Model PTS 2.16 COMPRESSED AIR PIPING A. Piping: Type "L" hard -drawn copper tubing to ASTM B88, with wrought copper or bronze fittings, brazed or silver soldered joints. Secure piping drops to wall with split -ring type hanger with wall flange, chrome plated. All equipment shall be connected with unions or flanges to permit equipment removal for repair. Low points in the piping shall include moisture pockets. 2.17 SANITARY, WASTE, STORM WATER DRAIN AND VENT PIPING A. Standard of Quality: 1. All sanitary, waste, storm drain and vent piping shall bear the marking of Cast Iron Soil Pipe trademark, and shall be manufactured in the United States. All the above products shall be listed with IAPMO under file numbers: a. No. 2862 Couplings b. No. 3209 Closet Bends c. No. 3270 Cast Iron Soil Pipe and Fittings — No Hub and. Service Weight. B. Sanitary, and Storm Drain Piping Below Ground: 1. From inside face of building to a distance of approximately 5 feet outside of building and underground inside building, sanitary and storm drain pipe shall be cast iron soil pipe conforming to ASTM A888 -04a, ASTM A74, or CISPI 301 -04a. 2. A suitable adapter connector for interfacing with exterior drainage piping shall be provided. C. Soil, Waste, Vent, and Roof Drainage Piping Below Ground: Piping and fittings shall be cast iron soil pipe conforming to ASTM A888 -04a, ASTM A74, or CISPI 301 -04a. 1. Manufacturer: AB &I, Charlotte Pipe or Tyler Pipe. 2. Hubless Pipe and Fitting Joints Below Grade: Couplings for hubless pipe and fittings shall conform to the requirements of ANSI /AWWA C -564, ASTM 1277, and Factory Mutual Standard 1680 Class 1 and shall be Type 304 stainless steel full shielded couplings having 2 sealing clamps for pipe sizes 1 -1/2" through 4" and 4 sealing clamps for pipe sizes 5" through 10 ", and 6 sealing clamps for pipe sizes 12" through 15 ". Manufacturer: Clamp -A11 Corporation "High Torque ", Anaco "Husky Series 4000" or Mission "Heavyweight ". 3. Coupling gaskets shall be a one -piece molded sealing sleeve made of ANSI /AWWA C564 neoprene (R) and shall interlock with the housing assembly to make a slip -free joint. 4. Hub and Spigot Pipe Joints Below Ground: Joints for hub and spigot pipe and fittings shall conform to the requirements of ANSI /AWWA C -564 or shall be installed with lead and oakum. Manufacturer: AB &I, Charlotte or Tyler Pipe. D. Interior Soil, Waste, Vent, and Roof Drainage Piping: Piping and fittings shall be cast iron soil pipe conforming to ASTM A888 -04a, ASTM A74, or CISPI 301 -04a. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 9 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1. Manufacturer: AB &I, Charlotte Pipe or Tyler Pipe. 2. Hubless Pipe and Fitting Joints Above Ground: Couplings for hubless pipe and fittings shall conform to the requirements of ANSI /AWWA C -564, ASTM 1277 and Factory Mutual Standard 1680 Class 1 and shall be Type 304 stainless steel full shielded couplings having 4 sealing clamps for pipe sizes 1 -1/2" through 4" and 6 sealing clamps for pipe sizes 5" through 15." Two -band couplings are not acceptable unless the coupling is FM approved. Manufacturer: Clamp -All Corporation "High Torque ", Anaco "Husky Series 4000" or Mission "Heavyweight ". 3. ASTM A53, Schedule 40, galvanized pipe, with ANSI /ASME B16.12 galvanized drainage fittings is also permitted for above ground soil, waste, vent, and storm drainage piping. E. Condensate Drain Piping: Condensate drain piping serving drain pans and cooling coil drain shall be ASTM B306 hard temper copper drainage tubing (DWV) with ANSI /ASME B 16.23 cast bronze fittings. F. Alternate Acceptable Drainage Pipe: ASTM A53, Schedule 40, galvanized pipe, with ANSI B16.12 galvanized drainage fittings is also permitted for aboveground roof drainage piping. 2.18 PUMPED WASTE, DRAIN AND SEWAGE PIPING A. Pipe: Copper tube, ASTM B88, Type K or L, drawn. For pipe 4" and larger, galvanized steel ASTM A53, seamless, standard weight. B. Fittings for Copper Tube: Wrought copper or bronze castings, conforming to ANSI B16.18 and B 16.22. Unions shall be bronze. Joints shall be soldered. C. Fittings for Steel Pipe: Cast iron, ANSI B16.12, threaded, galvanized. D. Adapters: Provide adapters for joining screwed pipe to copper tubing. E. Check Valves Less Than 4 Inch Diameter: Neoprene ball check valve with integral hydraulic sealing flange, designed for a hydraulic working pressure of 175 psi. 2.19 CLEANOUTS A. General Requirements for Cleanouts: Cleanouts shall be same size as the pipe, up to 4 "; not less than 4" for larger pipe. Cleanouts shall be easily accessible. Provide a minimum clearance of 24 inches to facilitate rodding. Cleanouts shall be secured with vandal -proof screws. Manufacturer: Zurn. B. Cleanouts in Floors: Floor cleanouts shall have cast iron body and frame with square adjustable scoriated secured nickel bronze top. Unit shall be vertically adjustable for a minimum of 2 inches. When a waterproof membrane is used in the floor system, provide clamping collars on the cleanouts. Cleanouts shall consist of "Y" fittings and 1/8 bends with brass or bronze screw plugs. Cleanouts in resilient tile floors, quarry tile and ceramic tile floors shall be provided with square top covers recessed for tile insertion. In carpeted areas, provide carpet cleanout markers. C. Cleanouts in Vertical Piping: Provide cleanouts at or near the base of the vertical stacks with the cleanout plug located approximately 24 inches above the floor. If there are no fixtures installed on the lowest floor, the cleanout shall be installed at the base of the stack. Extend the COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 10 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION cleanouts to the wall access cover. Cleanouts shall consist of sanitary tees. Provide nickel - bronze square frame and stainless steel cover with minimum opening of 6" x 6" at each wall cleanout. D. Cleanouts in Horizontal Piping: In horizontal runs above grade, cleanouts shall consist of cast brass tapered screw plug in fitting or caulked no -hub cast iron ferrule. Plain end (no -hub) piping in interstitial spaces or above ceiling may use plain end (no -hub) blind plug and clamp. 2.20 DRAINAGE SPECIALTIES: A. Air Gaps: Air gaps shall be cast bronze construction. Provide polished chrome - plated finish where exposed to view. Manufacturer: Zurn Z -1025 or Zurn Z -1025 ( -CP). 2.21 FLOOR DRAINS A. General Requirements: 1. Unless otherwise specified, all drains shall have cast -iron bodies. Drain outlet size, as indicated on the drawings. 2. Drains shall generally consist of a body, integral seepage pan and adjustable perforated or slotted strainer consisting of grate and threaded collar. Drains shall be of double pattern suitable for embedding in the floor construction. The seepage pan shall have weep holes or channels to permit drainage from the pan to the drainpipe. 3. All drains shall be provided with trap primer connections, except shower drains. Each drain shall be provided with a P -trap and vent. 4. Drains with integral no -hub outlets are acceptable. 5. Drain Flanges and Clamps: All drains installed in slabs that are not slab -on -grade shall include drainage flanges. All drains in membrane floors shall include flange and membrane clamping ring. 6. Finishes: Strainers of drains in showers shall be chrome- plated bronze or polished - nickel bronze; strainers in all finished areas, including stairwells, temporary unfinished areas, etc., shall be polished- nickel bronze. Strainers and grates in unfinished areas, such as boiler rooms and mechanical equipment rooms, shall be galvanized cast -iron or chromate converted cadmium or zinc electroplated coating, unless otherwise specified. B. Drains - General Type: Floor Drain - General Service (FD -1): Cast -iron body, flashing collar with protector cap, polished - nickel bronze adjustable strainer head with heel -proof grate and trap primer connection. Minimum size strainers for the following outlet pipe sizes shall be provided unless otherwise specified: 5" strainer for 2" outlet; 6" strainer for 3" outlet; 8" strainer for 4" outlet. Manufacturer: Zurn No. ZN- 415 -S. Floor Sink - General Service (FS -1): Cast - iron body, trap primer connection, half grate. Manufacturer: Zurn No. Z1900 -2, or approved Smith, Josam, Wade, or Mifab. C. Drains in Mechanical Spaces: 1. Floor Drain - Mechanical Spaces (FD -2): Hopper -type, Tight -duty with cast -iron body, 12 "diameter opening, flashing flange, ductile iron grate, with sediment bucket.Manufacturer: Zurn Z- 539 -G, Smith Fig. 2360- MGB -F, or approved Josam, Wade, or Mifab. 2. Floor Drain — Combination Funnel Type (FFD -1): Combination funnel floor -type drain, cast -iron body with adjustable strainer head with drainage flange, trap primer connection. Polished nickel bronze 8" diameter top, with polished nickel- bronze 8 -1/4" x 3 -1/4" COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 11 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION funnel. Attach funnel by bolting from underside, with grate bars cut out within funnel. Manufacturer: Zurn ZN- 415 -8B with ZN -329 funnel. 2.22 ROOF DRAINS A. General Requirements: 1. All drains shall have cast -iron bodies. 2. Drains shall generally consist of a smooth large volume sump, combined flashing collar and gravel stop with seepage openings and bayonet locking device for securing dome, rustproof bolts, low profile non - rusting dome with debris guard slots and safety slots. 3. All drains except poured -in -place installations shall be provided with underdeck clamp to secure roof drain firmly to the roof. Drains shall be provided with adjustable extension sleeve or integral with body in all installations when insulation is used; and with secondary flashing ring to secure vapor barrier on top of the roof slab. All drains except poured -in -place installations shall have sump receiver plate of design to accept drain body flange. 4. Domes of all roof drains shall be bronze unless noted otherwise. For no -hub piping installation, drains shall be provided with outlet adapters. Drains with integral no -hub outlet are acceptable. B. Roof Drain (RD -1): Low - profile dome, 16" diameter; cast -iron body, flashing collar and gravel stop. Manufacturer: Zurn Z -100. C. Roof Drain — Canopy Type (RD -2): Cast -iron body, side outlet, 8 -1/2" diameter, 4 -1/2" high cast -iron dome, flashing collar and gravel stop. Manufacturer: Zurn Z- 125 -90. 2.23 SLEEVES A. Galvanized -Steel Sheet: 0.0239 -inch minimum thickness; round tube closed with welded longitudinal joint. B. Steel Pipe: ASTM A 53, Type E, Grade B, Schedule 40, galvanized, plain ends. C. Cast Iron: Cast or fabricated "wall pipe" equivalent to ductile -iron pressure pipe, with plain ends and integral waterstop, unless otherwise indicated. D. Stack Sleeve Fittings: Manufactured, cast -iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing. Underdeck Clamp: Clamping ring with set screws. 2.24 ESCUTCHEONS A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to closely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening. Manufacturer: Pasco "Sure- Grip ". B. One - Piece, Deep- Pattern Type (walls and ceilings): Deep- drawn, box - shaped brass with polished chrome - plated finish. C. One - Piece, Stamped -Steel Type (walls and ceilings): With set screw or spring clips and chrome- plated finish. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 12 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION D. Split- Plate, Stamped -Steel Type: With concealed hinge, set screw or spring clips, and chrome - plated finish. E. One- Piece, Floor -Plate Type: Cast -iron floor plate. F. Split- Casting, Floor -Plate Type: Cast brass with concealed hinge and set screw. 2.25 FIXTURE AND EQUIPMENT SUPPORTS A. General: Fixture and equipment supports shall be compatible with plumbing fixture and equipment and chase width. B. Wall -Hung Closet Carriers: Carrier shall be cast iron with adjustable closet connection, adjustable pylon support feet, ABS extension with test cap as required, bowl stabilizer, chrome plated trim, coated accessories and neoprene fixture gasket. Carrier shall be suitable for use with blowout or siphon jet water closets. Manufacturer: Zurn, Model Z- 1203/Z -1204. C. Wall -Hung Urinal Supports: High - strength steel uprights with block bases for bolting to floor. Manufacturer: Zurn, Model Z -1222. D. Electric Water Cooler Wall Supports: Floor- mounted fixture support, adjustable, heavy -duty steel plate and supporting studs. High - strength steel uprights shall have feet for bolting to floor. Manufacturer: Zurn, Model Z- 1203/Z -1204. E. Lavatory Supports: Floor- mounted support, concealed uprights, coated concealed arms with fixture locking device. Manufacturer: Zurn, Model Z -1231. 2.26 GROUT A. Description: ASTM C 1107, Grade B, nonshrink and nonmetallic, dry hydraulic- cement grout. 1. Characteristics: Post - hardening, volume- adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications. 2. Design Mix: 5000 -psi, 28 -day compressive strength. 3. Packaging: Premixed and factory packaged. PART 3 - EXECUTION 3.1 PLUMBING DEMOLITION A. Refer to Division 01 Section "Cutting and Patching" and Division 02 Section "Selective Structure Demolition" for general demolition requirements and procedures. B. Disconnect, demolish, and remove plumbing systems, equipment, and components indicated to be removed. 1. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. 2. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material. 3. Equipment to Be Removed: Disconnect and cap services and remove equipment. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 13 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 4.. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. 5. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. 3.2 PIPING SYSTEMS - COMMON REQUIREMENTS A. Install piping according to the following requirements and Division 22 Sections specifying piping systems. B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. F. Install piping to permit valve servicing. G. Install piping at indicated slopes. H. Install piping free of sags and bends. I. Install fittings for changes in direction and branch connections. J. Install piping to allow application of insulation. K. Select system components with pressure rating equal to or greater than system operating pressure. L. Install escutcheons for penetrations of walls, ceilings, and floors according to the following: 1. New Piping: a. Piping with Fitting or Sleeve Protruding from Wall: One - piece, deep - pattern type. b. Chrome - Plated Piping: One - piece, cast -brass type with polished chrome - plated finish. c. Insulated Piping: One - piece, stamped -steel type with spring clips. d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One - piece, stamped -steel type. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 14 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION e. Bare Piping at Ceiling Penetrations in Finished Spaces: Split - plate, stamped -steel type with concealed hinge and set screw. f. Bare Piping in Unfinished Service Spaces: One - piece, stamped -steel type with set screw or spring clips. g. Bare Piping in Equipment Rooms: One - piece, stamped -steel type with set screw or spring clips. h. Bare Piping at Floor Penetrations in Equipment Rooms: One - piece, floor -plate type. 2. Existing Piping: Same as specified for new: M. Install sleeves for pipes passing through concrete and masonry walls, gypsum -board partitions, and concrete floor and roof slabs. 1. Cut sleeves to length for mounting flush with both surfaces. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches above finished floor level. Extend cast -iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. 2. Install sleeves in new walls and slabs as new walls and slabs are constructed. 3. Install sleeves that are large enough to provide 1/4 -inch annular clear space between sleeve and pipe or pipe insulation. Use the following sleeve materials: Steel sheet sleeves for pipes penetrating gypsum -board partitions. Seal space outside of sleeve fittings with grout. 4. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipe insulation, using joint sealants appropriate for size, depth, and location of joint. Refer to Division 07 Section, "Joint Sealants" for materials and installation. N. Aboveground, Exterior -Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1 -inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Install steel pipe for sleeves smaller than 6 inches in diameter. 2. Install cast -iron "wall pipes" for sleeves 6 inches and larger in diameter. 3. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. O. Fire - Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Refer to Division 07 Section "Penetration Firestopping" for materials. P. Verify final equipment locations for roughing -in. Q. Refer to equipment specifications in other Sections of these Specifications for roughing -in requirements. 3.3 PIPING JOINT CONSTRUCTION A. Join pipe and fittings according to the following requirements and Division 22 Sections specifying piping systems. B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 15 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. D. Press connections: Copper press fittings to be made in accordance with the manufacturer's installation instructions. The tubing is to be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment is to be checked against the mark on the tubing to assure the tubing is fully engaged (inserted) in the fitting. The joints are to be pressed using the tool approved by the fitting manufacturer. E. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds. 3.4 PIPING CONNECTIONS A. Make connections according to the following, unless otherwise indicated: 1. Install unions, in piping NPS 1" and larger and 2 and smaller, adjacent to each valve and at final connection to each piece of equipment. 2. Install flanges, in piping NPS 2 -1/2 and larger, adjacent to flanged valves and at final connection to each piece of equipment. 3. Dry Piping Systems: Install dielectric unions and flanges to connect piping materials of dissimilar metals. 4. Wet Piping Systems: Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals. 3.5 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS A. Install equipment to allow maximum possible headroom unless specific mounting heights are not indicated. B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated. C. Install plumbing equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. D. Install equipment to allow right of way for piping installed at required slope. 3.6 DOMESTIC WATER PIPING INSTALLATION A. General Requirements: 1. Shutoff Valves: Install ball type shut -off valves at the base of each plumbing riser serving more than one fixture, in each branch line serving more than one fixture, and elsewhere as shown. Install valves in positions accessible for operation and repair. 2. Grading of Piping: Where possible, grade all lines to facilitate drainage. Provide drain valves at bottom of risers. All unnecessary traps in circulating lines shall be avoided. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 16 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION Connect branch lines at bottom of main serving fixtures below and pitch down so that main may be drained through fixture. Connect branch lines to top of main serving only fixtures located on floor above. 3. Concealed Piping: Conceal all piping in finished areas of the building unless noted otherwise. 4. All piping shall be run parallel with building construction and 90° angles to same. 5. Provisions for Piping Covering: Allow sufficient space for the proper installation of the pipe covering. If piping is installed too close to other piping or equipment, the piping shall be moved to avoid such interferences. 6. Pipe in Shafts: Piping in vertical shafts which are accessible shall be arranged to prevent obstruction to the access openings. 7. Install no piping of any kind in electrical equipment rooms, telephone equipment rooms, or elevator machine rooms. 8. Unions: Install at connections to all equipment downstream of valves, at all equipment specialties, and wherever else required to permit easy connection and disconnection. Do not conceal unions in walls, partitions or inaccessible ceilings. 9. Where grooved piping systems are utilized, unions are not required. Couplings shall serve as unions. 10. Dielectric Fittings: Provide dielectric type unions, fittings or flanges where pipe sections made of dissimilar metals are to be joined to prevent metal to metal contact. B. Connections to Fixtures: 1. General: Anchor supply connections at fixtures to steel straps secured to studs. At flush valves provide fitting with Tugs secured to strap. At lavatories and other fixtures, secure piping directly to strap. Provide copper tubing stubs through wall for connection to compression type stops. 2. Contractor shall provide all necessary material and labor to connect to the plumbing system all fixtures and equipment having plumbing connections and which are furnished by the Owner or specified in other sections of these specifications. 3. The supply line to each item of equipment or fixture, except faucets, flush valves or other control valves which are supplied with an integral stop, shall be equipped with a shutoff valve to enable isolation of the item for repair and maintenance without interfering with operation of other equipment or fixtures. Supply piping to all fixtures shall be anchored to prevent movement. 4. Partition -Type Stops: Provide on water supply to all fixtures which are not connected through individual exposed stops, integral stops, or stops in pipe space. 5. Electric Water Cooler Connections: Through a stop, 3/8" tubing supply, concealed within cabinet of cooler. C. Water Hammer Arresters: Install on hot and cold water piping, located close to each faucet, control valve, flush valve, or any other type of quick closing valve. Sizing and placement shall conform to the requirements of PDI- WH2O1. Arresters shall be fully accessible. D. Installation of Trap Primers: Install trap primers in strict compliance with the manufacturer's recommendations where readily accessible behind access doors or above accessible ceilings. Do not prime shower drain traps. E. Backflow Preventers: 1. Provide on service piping and other locations shown. 2. Install according to applicable requirements of WAC 248 -54 -285, "Cross- Connection Control ". COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 17 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 3. Backflow preventers shall be installed so as to be fully accessible for testing and maintenance by the water purveyor. 4. Provide funnel below each backflow preventer discharge. Funnel shall include approved air gap and drain line to funnel floor drain or other approved receptor. Drain line shall be sized for maximum backflow preventer discharge. Provide steel wall brackets for support of backflow preventers. In unfinished areas, brackets shall be painted. F. Pressure Piping Regulations: All piping work, except drainage, shall conform to the "ANSI /ASME Building Services Piping Code," B3 I.9, including latest amendments. 3.7 INSTALLATION, BUILDING DRAINAGE AND VENT PIPING SYSTEMS A. General: Comply with all local code and Uniform Plumbing Code requirements for the installation of building drainage and vent piping unless otherwise indicated. B. Installation of Floor and Roof Drains: 1. Floor drains and roof drains and shall be installed according to manufacturer's recommendations. 2. Drains with No -Hub outlets may be used. No -Hub couplings are specified in Part 2 of this Section. C. Cleanouts: Comply with all local code and Uniform Plumbing Code requirements for the installation of cleanouts unless otherwise indicated. 3.8 ERECTION OF METAL SUPPORTS AND ANCHORAGES A. Refer to Division 05 Section "Metal Fabrications" for structural steel. B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor plumbing materials and equipment. C. Field Welding: Comply with AWS DI.1. 3.9 GROUTING A. Mix and install grout for plumbing equipment base bearing surfaces, pump and other equipment base plates, and anchors. 3.10 TESTING AND ADJUSTING A. Water Piping: All domestic cold and hot water and non- potable water piping inside building shall be tested by hydrostatic pressure at 100 psi, for a minimum of 24 hours without any leaks. Provide a pressure gauge with a shutoff and bleeder valve at the highest point of the piping being tested. Only potable water shall be used for testing. B. Backflow Prevention: Backflow prevention into connected water systems shall be tested for proper functioning under conditions normal to their application. Testing shall be performed in conformance with recognized standards or other standards acceptable to the Administrative Authority that are consistent with the intent of the plumbing code. C. Soil, Waste, Storm Water Drain, and Vent Piping: COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 18 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1. General: Test system either in its entirety or in sections.,: 2. Conduct tests before trenches are backfilled or fixtures. connected. 3. Soil, waste, storm water drain, and vent piping may be tested with water or air.. 4. Water Test: The water test shall be applied to the drainage and vent system either. in its entirety or in sections. If applied to the entire system, all openings in the piping shall be tightly closed, except the highest opening, and the system filled with water to point of overflow. if the system is tested in sections, each opening shall be tightly plugged except the highest opening of the section under test, and each section shall be filled with water, but no section shall be tested with less than a ten (10) foot head of water. The water shall be kept in the system or the portion under test, for at least thirty (30) minutes before inspection starts. 5. Air Test: The air test shall be made by compressed air forced into the system after closing all inlets and outlets. Maintain a uniform gauge pressure of five (5) pounds per - square inch or sufficient to balance a column of mercury ten (1(*inches in height. The pressure shall be held without introduction of additional air for a period of at least thirty (30) minutes. D. Test of Drains: All floor drains, garage drains, planter drains, trench' or area drains shall be flow tested to demonstrate proper operation. All traps and sumps shall be cleaned out. E. Downspout or Rainleader Piping: Test same as for soil, waste, and vent piping. F. Domestic Hot Water Temperature: Set water temperature'at,"point of generation not to exceed 125 °F. The domestic hot water recirculating system shall be adjusted and balanced to provide proper hot water flow to all applicable fixtures:' G. Thermostatic or pressure equalizing shower valves shall be adjusted to Maintain 'a maximum of 110° F outlet temperature at the shower head. H. Thermostatic control valves shall be adjusted to maintain a minimum of 10° F' `outlet temperature at each lavatory in areas accessible to patients. Each piece of plumbing equipment and the entire plumbing system shall be adjusted and readjusted as required to ensure proper functioning and shall be left in first -class operating condition. 3.11 STERILIZATION OF DOMESTIC WATER PIPING A. Provide disinfection and flushing of all new and altered or repaired potable water systems in accordance with "Disinfection of Potable Water System," Uniform Plumbing Code, 2003 Edition. B. Sterilization and Flushing: All water piping, twenty -four (24) hour sterilization contact time, 50 parts per million chlorine concentration. Open all valves several times, following 11y flushing with clean water until residual chlorine is the same as that of potable water. C. Arrange for disposition of all flushing water. COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 19 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 3.12 : INSTALLATION- COMPRESSED AIR PIPING A. Joints:. All joints . in the pipe and tubing, except those at equipment requiring screwed connections, shall be made with . brazed -type wrought fittings unless otherwise specified. Suitable adaptors shall be employed for the installation of equipment provided with threaded connections: B. Brazed . Connections: All brazed connections shall be made with the type of brazing alloy specified in pipe and fittings. The joining processes shall be those recommended by the manufacturer of the pipe and the tubing and the fittings. The use of flux is prohibited in all instances. . Bends: All changes in direction requiring turns or offsets of radiuses less than five times the pipe or tubing outside diameter shall be made by Walseal or brazed -type wrought fittings unless ; otherwise specified. All other pipe or tubing bends may be shaped by proper bending tools and shall be free of any appreciable flattening, buckling, or thinning of the tube wall at any point. D. Erection: All pipe and tubing shall be cut accurately to measurements obtained at the site of the system, and shall be installed without springing or forcing. All pipe and tubing shall be protected against mechanical injury. 3.13 TESTING -AIR PIPING Compressed Air, Piping: Test with air at 100 psi for 2 -hour duration with no leaks. Gases for Testing: Contractor shall pay all costs of gases required for testing. 3.1.4 COMMISSIONING A. Notify the Commissioning Agent one week prior to start up of equipment. B. Submit to the Commissioning Agent a Verification of Completion form with the prefunctional check off sheet for each component; when it is ready for functional testing. C. Assist the Commissioning Agent as required to perform the functional testing on the system components and the system as a whole. END OF SECTION 220500 COMMON WORK REQUIREMENTS FOR PLUMBING 220500- 20 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION SECTION 220529 HANGERS AND SUPPORTS 'FOR - PLUMBING: PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 specification sections, apply to this section. 1.2 SUMMARY A. This Section includes the following hangers and supports for plumbing system piping and equipment: 1. Steel pipe hangers and supports. 2. Trapeze pipe hangers. 3. Metal framing systems...;- 4. Thermal - hanger shield inserts. 5. Fastener systems.' 6. Pipe stands. 7. Pipe positioning systems...... 8. Equipment supports. B. Related Sections include the following: 1.. Division 05 Section "Metal Fabrications" for structural -steel shapes and plates for trapeze hangers for pipe and equipment supports. 2. Division 22 Section "Vibration and Seismic Controls for. Plumbing Piping and Equipment" for vibration isolation devices. 1.3 DEFINITIONS A. MSS: Manufacturers Standardization Society for the Valve And Fittings Industry, Inc. B. Terminology: As defined in MSS SP -58- 2009, " Pipe Hangers and Supports." 1.4 PERFORMANCE REQUIREMENTS Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. B. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. C. Design seismic - restraint hangers and supports for piping and equipment and obtain approval from authorities having jurisdiction. Hangers and supports will withstand seismic forces defined in Division 22 Section, "Vibration and Seismic Controls for Plumbing Piping and Equipment." HANGERS AND SUPPORTS FOR. PLUMBING. PIPING AND EQUIPMENT 220529 - 1 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA,_ WASHINGTON ISSUE FOR CONSTRUCTION 1.5 SUBMITTALS A. Product data for the following: 1. Steel pipe hangers and supports. 2. Thermal- hanger shield inserts. 3. Pipe positioning systems. B. Shop Drawings: Show fabrication and installation details and include calculations for the following: 1. Trapeze pipe hangers. Include Product Data for components. 2. Metal framing systems. Include Product Data for components. 3. Pipe stands. Include Product Data for components. 4. Equipment supports. C Welding certificates. 1.6 DISALLOWED PRODUCTS A. Powder actuated fasteners and anchoring devices and systems are not allowed. 1.7 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to the following as applicable: 1. AWS DI.1, "Structural Welding Code -- Steel." 2. AWS D1.2, "Structural Welding Code -- Aluminum." 3. ASME Boiler and Pressure Vessel Code: Section IX. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following; requirements apply to product selection: Manufacturers; subject to compliance with requirements, provide products by Tolco, Inc. unless noted otherwise. 2.2 STEEL PIPE HANGERS AND SUPPORTS Description: MSS SP -58 -2009; "Pipe Hangers and support— Materials, Design, '`. Manufacture, Selection, Application and Installation ": , Types 1 through 59, factory- fabricated components. Refer to Part 3 "Hanger and Support Applications" Article for whereto use specific hanger and. support types. B. Galvanized, Metallic Coatings: Pregalvanized or hot dipped. C. Nonmetallic Coatings: Plastic coating, jacket, or liner. D. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or 'cushion for support of bearing surface of piping. HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 - 2 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON 2.3 TRAPEZE PIPE HANGERS ISSUE FOR CONSTRUCTION A. Description: MSS SP -58, Type 59, shop- or field- fabricated pipe- support assembly made from structural -steel shapes with MSS SP -58 hanger rods, nuts, saddles, and U- bolts. 2.4 METAL FRAMING SYSTEMS A. Description: MFMA -3, shop- or field-fabricated pipe- support assembly made of steel channels and other components. B. Coatings: Manufacturer's standard finish unless bare,metal surfaces are indicated.: C. Nonmetallic Coatings: Plastic coating, jacket, or liner. 2.5 THERMAL- HANGER SHIELD INSERTS A. Description: 100 -prig- minimum, compressive - strength insulation insert encased in sheet metal shield. Manufacturer: E.J.Bartells, Model TPS, CS, B. Insulation -Insert Material for; Cold Piping: , Water- repellent treated, ASTM C 533, Type I calcium silicate or ASTM C 552, Type II cellular glass with vapor barrier. C. Insulation - insert Material for ; Hot Piping., Water- repellent, treated, ASTM .0 533, Type I calcium silicate or ASTM C 552, Type II cellular glass., D. For Trapeze or Clamped Systems: Insert and shield shall cover entire circumference of pipe. E. For Clevis or Band Hangers:. Insert and shield shall cover lower 180 degrees of pipe. F. Insert Length: Extend 2 inches beyond sheet mmetal . shield for piping operating below ambient air temperature. 2.6 FASTENER SYSTEMS A. Mechanical- Expansion Anchors: Insert- wedge -type zinc- coated steel, for use in hardened Portland cement concrete with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. Manufacturer: Hilti, Inc. 2.7 EQUIPMENT SUPPORTS A. Description: Welded, shop- or field- fabricated equipment support made from structural -steel shapes. 2.8 MISCELLANEOUS MATERIALS A. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. B. Grout: ASTM C 1107, factory -mixed and - packaged, dry, hydraulic- cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. 1. Properties: Nonstaining, noncorrosive, and nongaseous. 2. Design Mix: 5000 -psi, 28 -day compressive strength. HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 -'3 BOEING 9- 96AHU. UPGRADE :TUKWILA, WASHINGTON PART 3 - EXECUTION 3.1 HANGER.AND SUPPORT- APPLICATIONS 11094515. • ISSUE FOR CONSTRUCTION Specific hanger and support requirements are specified in Sections specifying piping systems and equipment. B. Comply with MSS SP -58 -2009 for pipe hanger selections and applications that are not specified in piping system Sections. C. Use hangers and supports with galvanized, metallic coatings for piping and equipment that will not have field- applied finish. D. • Use nonmetallic coatings on attachments for electrolytic protection. where attachments are in direct contact with copper tubing. Use padded hangers for piping that is subject to scratching. Horizontal - Piping Hangers and Supports: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Adjustable, Steel °,Clevis Hangers .(MSS Type 1): For _suspension of noninsulated or insulated stationary pipes, NPS 1/2 to NPS 30. Carbon- or Alloy- Steel,. Double -Bolt Pipe Clamps (MSS Type 3): For suspension of pipes, NPS 3/4 to NPS 24, requiring clamp flexibility and up to 4 inches of insulation.' Steel Pipe Clamps (MSS Type 4): For suspension of cold' and hot pipes, NPS 1/2 to. NPS 24, if little or no insulation is required. Pipe Hangers (MSS Type 5): For suspension of pipes, NPS 1/2 to' NPS '4,' to allow off center closure for hanger installation before pipe erection. Adjustable, Swivel' Split- or Solid -Ring Hangers `(MSS`'Type 6): For suspension of noninsulated stationary pipes, NPS 3/4 to NPS 8. Adjustable, ``Steel ' Band Hangers (MSS Type 7): For ` suspension of noninsulated stationary pipes, NPS 1/2 to NPS 8. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 8. Adjustable, Swivel -Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes, NPS 1/2 to NPS 2. Split Pipe -Ring with or without Turnbuckle - Adjustment Hangers (MSS Type 11): For suspension of noninsulated stationary pipes, NPS 3/8 to NPS 8. 10. Extension Hinged or 2 -Bolt Split Pipe Clamps (MSS Type 12): For suspension of noninsulated stationary pipes, NPS 3/8 to NPS 3. 11. U -Bolts (MSS Type 24): For support of heavy pipes, NPS. 1/2 to NPS 30. 12. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or contraction. Vertical - Piping Clamps: Unless otherwise indicated and except as specified in piping system Sections, install .thefollowing types: 1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to NPS 20. ;. . Carbon or Alloy -Steel Riser Clamps (MSS Type 42): For support of pipe risers, NPS 3/4 to NPS 20, if longer ends are required for riser clamps. HANGERS AND. SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 4. BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION H. Hanger -Rod Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel Turnbuckles (MSS Type 13): For adjustment up to 6 inches for heavy loads. 2. Steel Clevises (MSS Type 14): For 120 to 450 deg F piping installations. 3. Swivel Turnbuckles (MSS Type 15): For use with MSS Type 11, split pipe rings. 4. Malleable -Iron Sockets (MSS Type 16): For attaching hanger rods to various types of building attachments. 5. Steel Weldless Eye Nuts (MSS Type 17): For 120 to 450 deg F piping installations. Building Attachments: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel or Malleable Concrete Inserts (MSS Type 18): For upper attachment to suspend pipe hangers from concrete ceiling. 2. Top -Beam C- Clamps (MSS Type 19): For use under roof installations with bar joist construction to attach to top flange of structural shape. 3. Side -Beam or Channel Clamps (MSS Type 20): For attaching to bottom flange of beams, channels, or angles. 4. Center -Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. 5. Welded Beam Attachments (MSS Type 22): For attaching to bottom of beams if loads are considerable and rod sizes are large. 6. C- Clamps (MSS Type 23): For structural shapes. 7. Top -Beam Clamps (MSS Type 25): For top of beams if hanger rod is required tangent to flange edge. 8. Side -Beam Clamps (MSS Type 27): For bottom of steel I- beams. 9. Steel -Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I- beams for heavy loads. 10. Linked -Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of steel 1- beams for heavy loads, with link extensions. 11. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. 12. Side -Beam Brackets (MSS Type 34): For sides of steel or wooden beams. 13. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is required. 14. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where headroom is limited. J. Saddles and Shields: Unless otherwise indicated and except as specified in piping system Sections, install the following types: 1. Steel Pipe- Covering Protection Saddles (MSS Type 39): To fill interior voids with insulation that matches adjoining insulation. 2. Protection Shields (MSS Type 40): Of length recommended in writing by manufacturer to prevent crushing insulation. 3. Thermal - Hanger Shield Inserts: For supporting insulated pipe. 3.2 HANGER AND SUPPORT INSTALLATION A. Steel Pipe Hanger Installation: Comply with MSS SP -58 -2009. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. B. Trapeze Pipe Hanger Installation: Comply with MSS SP -58 -2009. Arrange for grouping of parallel runs of horizontal piping and support together on field- fabricated trapeze pipe hangers. HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 - 5 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size or install intermediate supports for smaller diameter pipes as specified above for individual pipe hangers. 2. Field fabricate from ASTM A 36/A 36M, steel shapes selected for loads being supported. Weld steel according to AWS D1.1. C. Metal Framing System Installation: Arrange for grouping of parallel runs of piping and support together on field- assembled metal framing systems. D. Thermal- Hanger Shield Installation: Install in pipe hanger or shield for insulated piping. E. Fastener System Installation: Install mechanical- expansion anchors in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. F. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories. G. Equipment Support Installation: Fabricate from welded - structural -steel shapes. H. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. I. Install lateral bracing with pipe hangers and supports to prevent swaying. J. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 2 -1/2 and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts. K. Load Distribution: Install hangers and supports so piping live and dead loads and stresses from movement will not be transmitted to connected equipment. L. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.9 (for building services piping) are not exceeded. M. Insulated Piping: Comply with the following: 1. Attach clamps and spacers to piping. a. Piping Operating above Ambient Air Temperature: Clamp may project through insulation. b. Piping Operating below Ambient Air Temperature: Use thermal- hanger shield insert with clamp sized to match OD of insert. c. Do not exceed pipe stress limits according to ASME B31.9 for building services piping. 2. Install MSS SP -58, Type 40, protective shields on cold piping with vapor barrier. Shields shall span an arc of 180 degrees. Option: Thermal- hanger shield inserts may be used. Include steel weight- distribution plate for pipe NPS 4 and larger if pipe is installed on rollers. 3. Shield Dimensions for Pipe: Not less than the following: a. NPS 1/4 to NPS 3 -1/2: 12 inches long and 0.048 inch thick. b. NPS 4: 12 inches long and 0.06 inch thick. HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 - 6 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION c. NPS 5 and NPS 6: 18 inches long and 0.06 inch thick. 4. Insert Material: Length at least as long as protective shield. 5. Thermal- Hanger Shields: Install with insulation same thickness as piping insulation. 3.3 EQUIPMENT SUPPORTS A. Fabricate structural -steel stands to suspend equipment from structure overhead or to support equipment above floor. B. Grouting: Place grout under supports for equipment and make smooth bearing surface. C. Provide lateral bracing, to prevent swaying, for equipment supports. 3.4 METAL FABRICATIONS A. Cut, drill, and fit miscellaneous metal fabrications for trapeze pipe hangers. B. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. C. Field Welding: Comply with AWS D1.1 procedures for shielded metal arc welding, appearance and quality of welds, and methods used in correcting welding work, and with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Finish welds at exposed connections so no roughness shows after finishing and contours of welded surfaces match adjacent contours. 3.5 ADJUSTING A. Hanger Adjustments: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe. B. Trim excess length of continuous - thread hanger and support rods to 1 -1/2 inches. 3.6 PAINTING A. Touch Up: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC -PA 1 requirements for touching up field- painted surfaces. Apply paint by brush or spray to provide minimum dry film thickness of 2.0 mils. B. Touch Up: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal are specified in Division 09 painting Sections C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing- repair paint to comply with ASTM A 780. END OF SECTION 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529 - 7 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION SECTION 220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions. and Division 01 specification sections, apply to this section. 1.2 SUMMARY A. Work under this section includes all labor, material, tools, equipment and special services necessary for the complete installation of the following for all Division 22 elements: 1. Vibration isolators. 2. Restraining braces and cables. B. Special services under this section include, but are not limited to, the following: 1. Engineering of seismic controls and vibration isolation. 2. Preparation of installation drawings, including plans and details. 3. Engineering supervision of installation. 4. Engineering certification of final installation. 1.3 EXTENT OF WORK Vibration Isolation: All HVAC equipment, piping, and ductwork as noted on the equipment schedule or in Part 3 of the specification shall be provided with vibration isolators to prevent the transmission of vibration and mechanically transmitted sound to the building structure. Vibration isolators shall be selected in accordance with the weight distribution so as to produce reasonably uniform deflections. B. Seismic Restraints for New Construction and Remodeled Areas: 1. Provide seismic restraints for all new equipment, piping and conduit specified in Division 22. 2. Provide restraints for all existing equipment, piping and conduit, that is normally provided under Division 22 and that will remain in place in areas where ceilings are being removed as part of this project. 3. Restraints may be omitted for smaller equipment and piping only where specifically allowed by Code and specifically allowed by the Qualified Professional Engineer (specified below) and seismic restraint manufacture's guidelines. 1.4 DEFINITIONS A. IBC: 2009 International Building Code. B. ICC -ES: ICC- Evaluation Service. VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 1 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 1.5 PERFORMANCE REQUIREMENTS A. Qualified Professional Engineer:A qualified professional engineer (QPE) familiar with all of the applicable codes and design standards related to seismic protection of Plumbing components and qualified in structural design of seismic protections and their interaction with building structures shall be responsible for execution of the work herein. The tasks of the QPE are as follows: 1. Shall be responsible for the preparation of drawings, analysis, installation specifications, and final inspection of the seismic protections required by applicable codes. 2. Shall coordinate with the Structural Engineer of Record on the project for the proper establishment of seismic conditions, applicable codes, and other requirements of the project related to seismic design. 3. Shall determine locations where flexible connections in piping (that are not already shown on the Contract Documents) may reduce the amount of seismic bracing required, may reduce other work required of the Contractor, or may increase the overall seismic performance of the system. Such locations shall be submitted for review by the A/E and may be acceptable without change in cost. 4. Shall determine the applicability of all codes and design standards for specification of seismic protections according to the Authority Having Jurisdiction. 5. Shall coordinate with the Authority Having Jurisdiction where codes conflict or are open for interpretation for variances and clarifications. 6. Shall provide engineering calculations to evaluate seismic forces, adequacy of components, adequacy of equipment anchorages, and component restraints. 7. Shall develop drawings (bearing QPE seal) of seismic protections that document the seismic devices, their layout and the details for there installation. Where design standards apply, the drawings shall note the locations and identify the standard details that apply. B. Seismic - Restraint Loading: Engineering, selection and placement of seismic restraints shall be determined by the QPE after reviewing the project with the Structural Engineer of Record (for the building structure). Obtain all needed parameters directly from that engineer and clearly document these parameters within the submittals. For the purpose of pricing only, use the following values: 1. Site Class as Defined in the IBC: E 2. Assigned Seismic Use Group or Building Category as Defined in the IBC: I 3. Seismic Use Group: I 4. Seismic Design Category: D 5. SDs: 0.825g (82.5 %) 6. SDI : 0.783g (78.3 %) C. Importance Factor: Engineering, selection and placement of seismic restraints shall be determined by the QPE based on systems having the following Importance Factor: All Plumbing Systems: Ip = 1.0. 1.6 RELATED WORK A. Housekeeping Pads: 1. Housekeeping pad reinforcement and monolithic pad attachment to the structure details and design shall be provided as part of this work, if not already adequate as indicated in the documents of other Divisions. This requirement applies only to pads that receive seismic forces for equipment anchored under this Section. VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 2 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2. Housekeeping pads shall be coordinated by the seismic controls engineer to result in sizing such that a minimum edge distance of ten (10) bolt diameters is provided all around the outermost anchor bolts to allow development of full drill -in wedge anchor ratings. If cast -in anchors are to be used, the housekeeping pads shall be sized to accommodate the ACI requirements for bolt coverage and embedment. 1.7 SUBMITTALS A. Product data, submit for the following: 1. Include rated Load, rated deflection, and overload capacity for each vibration isolation device. 2. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic - restraint component used. a. Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an evaluation service member of ICC -ES or, where required, OSHPD. b. Annotate to indicate application of each product submitted and compliance with requirements. c. Include ratings for horizontal, vertical, and combined loads. B. Delegated- Design Submittal: Submit for vibration isolation and seismic - restraint details indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer (QPE) responsible for their preparation. 1. Design Calculations: Calculate static and dynamic loading due to equipment weight and operation, seismic forces required to select vibration isolators, restraints, and for designing vibration isolation bases. Analysis must indicate calculated dead loads, static seismic loads, and capacity of materials utilized for connections to equipment structure. Analysis must detail anchoring methods, bolt diameter, embedment, and /or welded length. 2. Restraint Details: a. Design Analysis: To support selection and arrangement of seismic and, where applicable, wind restraints. Include calculations of combined tensile and shear loads. b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. c. Pre - approval and Evaluation Documentation: Show maximum ratings of restraint items and the basis for approval (tests or calculations). 3. Upon completion of the work, the engineer shall review the installation to verify that all seismic controls have been properly installed. The engineer shall then submit a stamped and signed letter to the architect indicating that all seismic controls have been properly installed. C. Coordination Drawings: Show coordination of seismic bracing for piping and equipment with other systems and equipment in the vicinity, including other supports and seismic restraints. Plans shall utilize copies of the contractor's coordination plans and shall show all locations and types for the following. The registered professional engineer must stamp plans. 1. All seismic brace locations. 2. All anchorage connections to the structure. Quantity and Size VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 3 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 3. Brace reactions at all connection points to the structure for Structural Engineer of Record use in checking suitability of the building structure. 4. Total vertical load at seismic brace locations when utilizing rigid bracing. 5. Type and size of brace member. 6. Suspended utility max Ibs per lineal foot or max pipe size at all seismic locations. 7. Minimum rod size at all seismic locations. 8. Vertical support anchors at non- seismic and seismic locations. 9. Horizontal members of all trapeze assemblies. D. Welding certificates. E. Qualification Data: For professional. engineer. F. Operation and Maintenance Data. 1.8 QUALITY ASSURANCE A. Comply with seismic - restraint requirements in the IBC unless requirements in this Section are more stringent. B. Welding: Qualify procedures and personnel according to AWS D1.1 /D1.1M, "Structural Welding Code - Steel." PART 2 - PRODUCTS 2.1 VIBRATION ISOLATORS A. Basis -of- Design Product: Subject to compliance with requirements, provide Mason Industries products or a comparable product by one of the following: 1. California Dynamics Corporation. 2. Kinetics Noise Control. B. Isolator Type 1: Two layers of Y4" thick neoprene pad consisting of 2" square waffle modules separated horizontally by a 16 -gauge galvanized shim. Load distribution plates shall be used as required. Manufacturer: Mason Industries, Inc., Type Super "W." 2.2 SEISMIC - RESTRAINT DEVICES A. Basis -of- Design Product: Subject to compliance with requirements, provide Mason Industries products or a comparable product by one of the following: 1. California Dynamics Corporation. 2. Kinetics Noise Control. B. General Requirements for Restraint Components: Rated strengths, features, and applications shall be as defined in reports by an evaluation service member of ICC -ES or OSHPD. 1. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of components shall be at least four times the maximum seismic forces to which they will be subjected. 2. Provide hanger rod reinforcing to prevent buckling due to upward forces caused by restraints. VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 4 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION C. Seismic Cable Restraints shall consist of galvanized steel aircraft cables sized to resist seismic loads with a minimum safety factor of two and arranged to provide all - directional restraint. Cable end connections shall be steel assemblies that swivel to final installation angle and utilize two clamping bolts to provide proper cable engagement. Cables must not be allowed to bend across sharp edges. Cable assemblies shall be ceiling and at the clevis bolt type, installed between the hanger rod nut and clevis or if clamped to a beam. Manufacturer: Mason Industries, Inc., Type "SCB" at the ceiling and at the clevis bolt, Type "SCBH" between the hanger rod nut and clevis, or "SCBV" if clamped to a beam. D. Seismic Solid Braces shall consist of steel angles or channels to resist seismic loads arranged to provide all directional restraint. Seismic solid brace end connectors shall be steel assemblies that swivel to the final installation angle and utilize two through bolts to provide proper attachment. Manufacturer: Mason Industries, Inc., Type "SSB." E. Steel angle rod clamp assembly, sized to prevent buckling, shall be clamped to pipe or equipment rods utilizing a minimum of three ductile iron clamps at each restraint location when required. Welding of support rods is not acceptable. Manufacturer: Mason Industries, Inc., Type "SRC." F. Pipe clevis cross -bolt braces are required in all restraint locations. They shall be special purpose preformed channels deep enough to be held in place by bolts passing over the cross bolt. Clevis cross brace shall be Type CCB as manufactured by Mason Industries, Inc. Manufacturer: Mason Industries, Inc., Type "CCB ". 2.3 SEISMIC- RESTRAINT ANCHORS A. Stud wedge anchors shall be manufactured from full diameter wire, not from undersized wire that is "rolled up" to create the thread. The drill -in stud wedge anchor shall also have a safety shoulder that fully supports the wedge ring under load. Provide anchor bolts and hardware with zinc- coated steel for interior applications and stainless steel for exterior applications. The stud anchors shall have an evaluation report number from the ICBO Evaluation Service, Inc. verifying its allowable loads. Manufacturer: Mason Industries, Inc., Type "SAS." 13. Drill -in female wedge anchors may be used in floor locations so isolators or equipment can be slid into place after the anchors are installed. Anchors shall be manufactured from full diameter wire, and shall have a safety shoulder to fully support the wedge ring under load. Provide anchor bolts and hardware with zinc - coated steel for interior applications and stainless steel for exterior applications. Female wedge anchors shall have an evaluation report number from the ICBO Evaluation Service, Inc., verifying to its allowable loads. 1. Manufacturer: Mason Industries, Inc., Type "SAB." Adhesive Anchor Bolts: Drilled -in and capsule anchor system containing polyvinyl or urethane methacrylate -based resin and accelerator, or injected polymer or hybrid mortar adhesive. Provide anchor bolts and hardware with zinc- coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. C. Bushings for Floor- Mounted Equipment Anchor Bolts: Neoprene bushings designed for rigid equipment mountings, and matched to type and size of anchor bolts and studs. VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 5 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION D. Bushing Assemblies for Wall- Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings, and matched to type and size of attachment devices used. E. Resilient Isolation Washers and Bushings: One - piece, molded, oil- and water - resistant neoprene, with a flat washer face. 2.4 FACTORY FINISHES A. All vibration isolation and seismic restraint hardware shall be designed or treated for corrosion resistance. B. Items exposed to the weather shall have steel parts zinc electroplated, PVC coated, plus a coating of neoprene or bitumastic paint. Aluminum components for outdoor installation shall be etched and painted with industrial enamel. C. Nuts, bolts, and washers shall be zinc electroplated. D. Structural steel bases shall be thoroughly cleaned of welding slag, primed with zinc chromate and finished with two coats of industrial enamel. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and equipment to receive vibration isolation and restraint devices for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine roughing -in of reinforcement and cast -in -place anchors to verify actual locations before installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLICATIONS A. Hanger Rod Stiffeners: Install hanger rod stiffeners where required to prevent buckling of hanger rods due to seismic forces. B. Strength of Support and Seismic- Restraint Assemblies: Select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits. 3.3 SEISMIC- RESTRAINT DEVICE INSTALLATION REQUIREMENTS A. Install seismic restraints for all equipment, all sizes of piping except where omission of bracing for smaller sizes is specifically allowed by Code and specifically allowed by the QPE and seismic restraint manufacture's guidelines. B. Install cables so they do not bend across edges of adjacent equipment or building structure. VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 6 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION C. Install bushing assemblies for anchor bolts for floor- mounted equipment, arranged to provide resilient media between anchor bolt and mounting hole in concrete base. D. Install bushing assemblies for mounting bolts for wall- mounted equipment, arranged to provide resilient media where equipment or equipment- mounting channels are attached to wall. E. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members. F. Drilled -in Anchors: 1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during coring or drilling. Notify the structural engineer if reinforcing steel or.other embedded items are encountered during drilling. Locate and avoid prestressed tendons, electrical and telecommunications conduit, and gas lines. 2. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength. 3. Wedge Anchors: Protect threads from damage during anchor installation. Heavy -duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened. 4. Adhesive Anchors: Clean holes to remove loose material and drilling dust prior to installation of adhesive. Place adhesive in holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as td avoid introduction of air pockets in the adhesive. 5. Set anchors to manufacturer's recommended torque, using a'torque wrench. 6. Install zinc - coated steel anchors for interior and stainless -steel anchors for exterior r., applications. 3.4 ADJUSTING A. Adjust isolators after piping system is at operating weight. B. Adjust limit stops on restrained spring isolators to mount equipment at normal operating height. After equipment installation is complete, adjust limit stops so they are out of contact during normal operation. C. Adjust restraints to permit free movement of equipment within normal 'mode of operation. 3.5 HVAC VIBRATION - CONTROL DEVICE SCHEDULE A. Provide equipment bases and vibration isolation for all equipment per the following schedule. Equipment bases shall be provided even if not indicated below if required to achieve adequate vibration isolation or seismic control. Thrust restraints shall be provided at duct connections to equipment where more than 1.0" static pressure is in the duct. Equipment Type Base Type Isolator Type Pumps none Type 1 END OF SECTION 220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220548 - 7 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON SECTION 220553 11094515 ISSUE FOR CONSTRUCTION IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, ,including •.General_ ,and, i Supplementary Conditions and Division 01 specification sections, apply to this section. SUMMARY C. Section Includes: 1. Equipment labels. 2. Pipe labels. 3. Valve tags. I.2 SUBMITTALS Product Data: Submittals for each type of product indicated. Valve numbering scheme. Valve Schedules: Submittals for each piping system to include' in maintenance manuals. C. 1.3 COORDINATION A. Coordinate installation of identifying devices with completion of covering and painting , of surfaces where devices are to be applied. B. Coordinate installation of identifying devices with locations of access panels and doors. C. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2 - PRODUCTS 2.1 EQUIPMENT LABELS A Comply with Boeing Facilities Mechanical Standard D38106 -501. B. Plastic Labels for Equipment: 1. Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving, . . 1/8 inch thick, and having predrilled holes for attachment hardware. 2. Letter Color: White. 3. Background Color: Black. 4. Maximum Temperature: Able to withstand temperatures up':to,160 deg F. 5. Minimum Label Size: Length and width vary for required label content, but not less than 2 -1/2 by 3/4 inch. IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT " ., 220553 = 1 1 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 6. Minimum Letter Size: 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to three - fourths the size of principal lettering. 7. Fasteners: Stainless -steel rivets or self - tapping screws. 8. Adhesive: Contact -type permanent adhesive, compatible with label and with substrate. C. Label Content: Include equipment's Drawing designation or unique equipment number. 2.2 PIPE LABELS A. Comply with Boeing Facilities Mechanical Standard D38106 =501. B. General Requirements for Manufactured Pipe Labels: Preprinted, color - coded, with lettering indicating service, and showing flow direction. Manufacturer: Brady. C. Pretensioned Pipe Labels: Precoiled, semirigid plastic formed to cover full circumference of pipe and to attach to pipe without fasteners or adhesive. D. Self- Adhesive Pipe Labels: Printed plastic with contact -type, permanent- adhesive backing. Pipe: Label :Contents: Include identification of piping service using same designations or abbreviations as used on Drawings, pipe size, and an arrowaindicating :flow diiection.' 1. Flow- Direction Arrows: Integral with piping system service lettering to accommodate both directions, or as separate unit on each'`pipe label to indicate'flowdirection. 2. Lettering Size:, At least 1 -1/2 inches high.. 2.3 VALVE TAGS A. Comply with Boeing Facilities Mechanical Standard D38106 -501. Valve Tags: Stamped or engraved with 1/4 -inch letters for piping system`abbreviation and 1/2- inch .numbers. Manufacturer: Brady • 1. Tag, Material: Brass, 0.032 -inch minimum thickness and having predrilledror stamped` holes for attachment hardware. 2. Fasteners: Brass beaded chain; or S -hook: C. Valve Schedules: For each piping system, on 8- 1 /2 -by -11 -inch (A4) bond paper. Tabulate valve number, piping system, system abbreviation (as shown on valve tag), location of valve (room or space), normal- operating position ,(open, closed, or modulating), and variations for identification. Mark valves for emergency shutoff and similar special uses. Valve -tag schedule shall be included in operation and maintenance data. PART 3 - EXECUTION 3.1 PREPARATION A. Clean piping and equipment surfaces of substances that could ' impair bon "d of identification devices, including dirt, oil, grease, release agents, and incompatible primers; paints, and encapsulants. IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT X220553 - 2 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 3.2 EQUIPMENT LABEL INSTALLATION A. Install or permanently fasten labels on each major item of mechanical equipment. B. Locate equipment labels where accessible and visible. 3.3 PIPE LABEL INSTALLATION A. Locate pipe labels where piping is exposed or above accessible ceilings in finished spaces; machine rooms; accessible maintenance spaces such . as shafts, tunnels, and plenums; and exterior exposed locations as follows: 1. Near each valve and control device. 2. Near each branch connection, excluding short takeoffs for fixtures and terminal units. Where flow pattern is not obvious, mark each pipe at branch. 3. Near penetrations through walls, floors, ceilings, and inaccessible enclosures. 4. At access doors, manholes, and similar access points that permit view of concealed piping. 5. Near major equipment items and other points of origination and termination. 6. Spaced at maximum intervals of 50 feet along each run. Reduce intervals to 25 feet in areas of congested piping and equipment. '• 7. On piping above removable acoustical ceilings. Omit intermediately spaced labels. 3.4 VALVE -TAG INSTALLATION Install tags on valves and control devices in piping systems, excepf: check valves; valves within:, factory - fabricated equipment units; shutoff valves; faucets; and. HVAC terminal. devices and similar roughing -in connections of end -use fixtures and units. List tagged valves in a valve schedule. 'END OF SECTION 220553 IDENTIFICATION FOR PLUMBING PIPING & EQUIPMENT 220553 - 3 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON SECTION 220700 PLUMBING INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS 11094515 ISSUE FOR CONSTRUCTION A. Drawings and general provisions of the Contract, ,including General and Supplementary Conditions and Division 01 specification sections, apply to this section.. 1.2 SUBMITTALS A Product Data: Submittals for each type of product indicated. •Include thermal conductivity, thickness, and jackets (both factory and field applied, if any). B. Shop Drawings: 1. Detail application of protective shields, saddles, and inserts at hangers for, each typeof insulation and hanger. 2. Detail application of field - applied. jackets. 3. Detail field . application for each equipment type. 1.3.., COORDINATION Coordinate size and location of supports, hangers, „and _insulation . shields specified rn., Division 22 Section "Hangers and Supports for Plumbing Piping and Equipment." Coordinate clearance requirements with piping Installer for piping insulation application, duct Installer for duct insulation application, and, equipment Installer, for equipment insulation application. Before preparing piping Shop Drawings, establish and maintain clearance requirements for installation of insulation and field- applied jackets and finishes and for space required for maintenance. C. Coordinate installation and testing of heat tracing. PART 2- PRODUCTS 2.1 INSULATION MATERIALS A Comply with requirements in Part 3 schedule articles for where insulating materials shall be applied. B. Products shall not contain asbestos, lead, mercury, or mercury compounds. C. Products that come in contact with stainless steel shall have a leachable chloride content of less than 50 ppm when tested according to ASTM C 871. D. Polyisocyanurate: Unfaced, preformed, rigid cellular polyisocyanurate material intended for use as thermal insulation. PLUMBING INSULATION 220700 :1 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON 11094515 :ISSUE FOR CONSTRUCTION 1. Products: Subject to compliance with requirements, provide Dow Chemical Company (The); Trymer. 2. Comply with ASTM C 591, Type 1 or Type IV, except thermal conductivity (k- value) shall not exceed 0.19 Btu x in. /h x sq. ft. x deg F at 75 deg F after 180 days of aging. 3. Flame- spread index shall be 25 or Tess and smoke - developed index shall be 50 or less for thickness up to 1 -1/2 inches as tested by ASTM E 84. 4. Fabricate shapes according to ASTM C 450 and ASTM C`585. 5. Factory- Applied Jacket: a. Pipe Applications: ASJ. b. Equipment Applications: ASJ. E. Mineral- Fiber, Preformed Pipe Insulation: Manufacturer: Johns Manville;'Micro -Lok. Type 850 deg F Materials: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 547, Type 1, Grade A, with factory - applied ASJ or ASJ -SSL' jacket. 2.2 ADHESIVES A. Materials shall be compatible with insulation materials, jackets, and substrates and for bonding insulation to itself and to surfaces to be insulated, unless otherwise indicated. 2.3 MASTICS A.. Materials shall be compatible with insulation materials, jack'ets,. 'and' "substrates; comply MIL- C- 19565C, Type II. 2.4. LAGGING ADHESIVEST Description: Comply with MIL- A -3316C Class 1, Grade'A and' shall' he``COmpatible -with insulation materials, jackets, and substrates. 1. Fire-resistant, water-based lagging adhesiVe and coatingldr useindoofS to re 'fir. resistant lagging cloths over duct, equipment, and pipe insulation:' 2. Service Temperature Range: Minus 50 to plus 180 3. Color: White. 2.5 SEALANTS A. Joint Sealants: 1. Materials shall be compatible with insulation materials, jackets, and substrates. 2. Permanently flexible, elastomeric sealant. 3. Service Temperature Range: Minus 100 to plus 300 deg F. B. ASJ Flashing Sealants, and Vinyl, PVDC, and PVC Jacket Flashing Sealants: 1. Materials shall be compatible with insulation materialsjackets; and substrates. 2. Fire- and water- resistant, flexible, elastomeric sealant. 3. Service Temperature Range: Minus 40 to plus 250 deg F. PLUMBING INSULATION : 220700 - 2 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON PART 3 - EXECUTION • 3.1 EXAMINATION 11094515 ISSUE FOR CONSTRUCTION A. Examine substrates and conditions for compliance with requirements for installation. and :other conditions affecting performance of insulation application. , 1. Verify that systems and equipment to be insulated have been , tested. and are free , of : , defects. 2. Verify that surfaces to be insulated are clean and dry. 3. Proceed with installation only after unsatisfactory conditions have been., corrected.. 3.2 PREPARATION Surface Preparation: Clean and dry surfaces to receive insulation.; adversely affect insulation application. B. Coordinate insulation installation with trades installing heat tracing. for heat tracing that apply to insulation. . ,. Remove materials that will Comply with requirements C. Mix insulating cements with clean potable water; if insulating cements are to be in contact with stainless -steel surfaces, use demineralized water. 3.3 GENERAL INSTALLATION REQUIREMENTS. A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of equipment, ducts 'and "fittings; "and ,piping including fittings, valves, and specialties. B. Install insulation materials, forms, vapor barriers or retarders, jackets; and thicknesses: required for each item of equipment, duct system; and pipe system as- specified in insulation system schedules. • C. Install accessories compatible with insulation materials and.'suitable :,for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. D. Install insulation with longitudinal seams at top and bottom of horizontal runs. E. Install multiple layers of insulation with longitudinal and end seams staggered.:. F. Keep insulation materials dry during application and finishing. • G. Install insulation with tight longitudinal seams and end joints. ,Bond seams and joints with , adhesive recommended by insulation material manufacturer. • H. Install insulation with least number of joints practical. 1. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor - barrier mastic. 1. Install insulation continuously through hangers and around anchor attachments. PLUMBING INSULATION 220700 - 3 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 2. For insulation application where vapor barriers are.iiidicated; extend insulation on anchor legs from point of attachment to supported item to point of attachment to structure. Taper and seal ends at attachment to structure With vapor - barrier mastic.' 3. Install insert materials and install insulation to tightly join the insert. Seal insulation to insulation inserts with adhesive or sealing compound, recommended by insulation- material manufacturer. 4.. Cover inserts with jacket material matching adjacent pipe' insulation. Install shields over: jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield. J. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses. K. Install insulation with factory - applied jackets as follows: 1. Draw jacket tight and smooth. 2. Cover circumferential joints with 3- inch - wide strips,'.of` same material as insulation jacket. Secure strips with adhesive and outward clinching staples along both edges of strip, spaced 4 inches o.c. 3. Overlap jacket longitudinal seams at least 1`-1/2 inches: Install " insulation with longitudinal seams at bottom of pipe. Clean and dry surface to receive self - sealing lap. Staple laps with outward clinching staples along 'edge' at 2 inches o.c.' For below ambient services, apply vapor - barrier mastic over staples. 4. Cover joints and seams with tape as recommended by insulation material manufacturer to maintain vapor seal. 5. Where vapor barriers are indicated, apply vapor - barrier mastic on seams and joints and at ends adjacent to duct and pipe flanges and fittings. L. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal thickness. M.. Finish installation with systems at operating conditions: Repair joint separations and cracking due t� thermal movement. Repair damaged insulation facings by applying same facing' material over damaged areas.- Extend patches at least 4 inches beyond damaged areas.' Adhere; staple,' and'seal patches similar to butt joints. 3.4 PENETRATIONS A. Insulation Installation at Aboveground Exterior Wall Penetraiions: Install insulation continuously through wall penetrations. 1. Seal penetrations with flashing sealant. 2. For applications requiring indoor and outdoor insulation, install insulation for outdoor applications tightly joined to indoor insulation ends. Seal'joint with joint.sealant. 3. • Extend jacket of outdoor insulation outside wall' flashing and `overlap' wall 'flashing at least 2 inches. 4. Seal jacket to wall flashing with flashing sealant. B: Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated): Install insulation continuously through walls and partitions: PLUMBING INSULATION 220700 - 4 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON ISSUEFOR CONSTRUCTION C. Insulation Installation at Fire -Rated Wall and Partition Penetrations: Install insulation continuously through penetrations of fire -rated walls and partitions. Terminate insulation at fire. damper sleeves for fire -rated wall and partition penetrations. .Externally insulate damper .. sleeves to match adjacent insulation and overlap duct insulation at least2 inches. Comply with requirements in Division 07 Section "Penetration Firestopping" and fire- resistive joint sealers. Insulation installation at Floor Penetrations: 1. Duct: install insulation continuously through floor penetrations that are not fire rated.. - For penetrations through fire -rated assemblies, terminate insulation at fire damper sleeves and externally insulate damper sleeve beyond .floor. to. match adjacent duct insulation. Overlap damper sleeve and duct insulation at least2 inches. . . 2. Pipe: Install insulation continuously through floor penetrations. 3. Seal penetrations through fire -rated assemblies. Comply . with requirements in: Division 07 Section "Penetration Firestopping." 3.5 GENERAL PiPE INSULATION INSTALLATION A: Requirements in this article generally apply to all insulation materials except where more specific requirements are specified in various pipe insulation material installation articles. B. Insulation Installation on Fittings, Valves, Strainers, Flanges, and: Unions:.: . • 1. Install insulation over fittings, valves, strainers, flanges, ;unions, and other specialties,with• continuous thermal and vapor- retarder integrity, unless, otherwise indicated. 2. Insulate pipe elbows using preformed fitting insulation or mitered: fittings made. from same material and density as adjacent pipe insulation. Each:piece shall <be butted tightly against adjoining piece and bonded with adhesive. Fill joints, seams, voids, and irregular surfaces with insulating cement finished to a smooth;. hard, -and uniform contour that is . uniform with adjoining pipe insulation. 3. Insulate tee fittings with preformed fitting insulation or sectional pipe insulation of same material and thickness as used for adjacentipipe.: Cut sectional`.pipe insulation to fit.. Butt each section closely to the next and hold in place with tie wire. .Bond pieces with adhesive. 4. insulate valves using preformed fitting insulation or sectional pipe insulation of same . material, density, and thickness as used for adjacent pipe. Overlap adjoining pipe insulation by not less than two times the thickness of pipe insulation, or one pipe diameter, whichever is thicker. For valves, insulate up to and including the bonnets, valve stuffing -box studs, bolts, and tints. Fill joints, seams, and -ancl. irregular surfaces with insulating cement. 3.6 POLYISOCYANURATE INSULATION INSTALLATION insulation Installation on Straight Pipes and Tubes: 1. Secure each layer of insulation to pipe with tape or bands and tighten without deforming insulation materials. Orient longitudinal joints between half sections in 3 and '9 o'cl'ock positions on the pipe. 2. For insulation with factory - applied jackets with vapor barriers, do not staple longitudirial.' tabs but secure tabs with additional adhesive or tape as recommended by insulation material manufacturer and seal with vapor- barrier. mastic. • • • 3. All insulation shall be tightly butted and free of voids and gaps' at all joints: Vapor barrier must be continuous. Before installing jacket material, install vapor- barrier system. PLUMBING INSULATION 220700 - 5 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON ..3.7 11094515 ISSUE FOR CONSTRUCTION B. Insulation Installation on Pipe Flanges: 1. Install preformed pipe insulation to outer diameter of pipe flange. • 2. Make width of insulation section same as overall. width 'of flange: and bolts, same thickness of adjacent pipe insulation, not to exceed 1-1/2-inch thickness. 3. Fill voids between inner circumference of flange insulation and outer: circumference` of adjacent straight pipe segments with cut sections of polyisocyanurate block insulation of same thickness as pipe insulation. C. D. A. Insulation Installation on Fittings and Elbows: Install preformed sections of same material.-as . straight segments of pipe insulation. Secure according to manufacturer's written instructions. Insulation Installation on Valves and Pipe Specialties: .; 1. Install preformed sections of polyisocyanurate insulation • to valve body. 2. Arrange insulation to permit access to packing and to allow valve operation without disturbing insulation. 3. Install insulation to flanges as specified for flange insulation application. MINERAL -FIBER INSULATION INSTALLATION . . Insulation Installation on Straight Pipes and Tubes: 1. Secure each layer of preformed pipe insulation to .ipe .with mire 'or ,bands. and tighten bands without deforming insulation materials. ' Where vapor barriers are indicated, seal longitudinal seams, -end joints, and protrusions with vapor- barrier mastic and joint sealant. • 3. For insulation with factory- applied jackets on above ambient. .surfacessecurelaps:With outward clinched staples at 6 inches o.c. 4. For insulation with factory- applied jackets on below:ambientl•surfaces;: do not.,staple longitudinal tabs but secure tabs with additional adhesivecas:recommended .by insulation:. material manufacturer and seal with vapor- barrier mastic and flashiiig. sealant Insulation Installation on Pipe Flanges: ;r> 1. Install preformed pipe insulation to outer diameter of pipe flange. 2 Make width of insulation section same as overall width of flange and bolts, plus twice-the thickness of pipe insulation. . . 3. Fill voids between inner circumference of flange insulation and .outer,circumferenceof adjacent straight pipe segments with mineral -fiber blanket insulation. 4. Install jacket material with manufacturer's recommended adhesive, overlap seams at least 1 inch, and seal joints with flashing sealant. C. Insulation Installation on Pipe Fittings and Elbows: 1. Install preformed sections of same material as straight segments of pipe insulation when available. 2. When preformed insulation elbows and fittings are not available, install mitered sections of pipe insulation, to a thickness equal to adjoining pipe insulation. Secure insulation materials with wire or bands. D. Insulation Installation on Valves and Pipe Specialties: 1. Install preformed sections of same material as straight segments of•pipe insulation when available. 2. When preformed sections are not available, install mitered sections of pipe insulation to valve body. PLUMBING INSULATION 220700 - 6 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON 11094515 ISSUE FOR CONSTRUCTION 3. Arrange insulation to permit access to packing and : to allow:valve operation disturbing insulation. 4. Install insulation to flanges as specified for flange insulation application.. 3.8 PIPING INSULATION SCHEDULE, GENERAL A. Acceptable preformed pipe and tubular insulation materials and, thicknesses are identified below for each piping system and pipe size range. If more than one material is listed for a piping system, selection from materials listed is Contractor's option.; MINIMUM THICKNESS FOR PIPE INSULATION Nominal Pipe.Size ** Runouts * ** 1" and., >1",- >2" Material Up to 2" less, ' to 2" to 4" Mineral -Fiber 0.5 1.0', 1:0:. 1.5 Polyisocyanurate 0.5 1.0 1:0 1.5* without Operating System Temp. ( °F) Domestic & service Hot water 105 and greater Cold water & Process water Roof Drainage any and plumbing vents Condensate drains any 56 -79 Mineral -Fiber Polyisocyanurate Mineral -Fiber Polyisocyanurate Mineral - Fiber 0.5 0.5 >4 8" and to 6 Larger: 1.5 1.5 1.5* 0.5 05 0.5; , 0.5. 0.5 . .0.5, 0.5 0.5 0.5 Polyisocyanurate 0.5; .. ' 0.5 0.5' 0.5 ` 0.5 0.5 0.5 .. 0.5 0.5 05,_; *Polyisocyanurate allowed only if it meet fire and smoke rating requirements at this thickness. * *For piping exposed to ambient air, increase thickness by 0.5 ". • END OF SECTION 220700 PLUMBING INSULATION 220700 - 7 BOEING 9 -96 AHU UPGRADE 11094515 TUKWILA, WASHINGTON PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 221 123 DOMESTIC. WATER PUMPS ISSUE FOR CONSTRUCTION Drawings and general provisions of the Contract, including General `'and Supplementary and Division 01 specification sections, apply to this section. 1.2 SUMMARY Work under this section includes furnishing and installing pumps associated with the plumbing systems, including pump specialties, and associated components, as specif ed'or indicated. B. Seismic Performance: Circulation pump shall withstand .seismic forces defined in ,Division 22 Section "Vibration and Seismic Controls for Plumbing Piping and Equipment." 1.3., SUBMITTALS Product Data: Submit for each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes; rated capacities,° operating characteristics, electrical characteristics, and furnished specialties and'acce "ssories :° ' Operation and Maintenance Data: Submit for circulation pumps to'inelude m operation and maintenance manuals. 1.4 QUALITY ASSURANCE Pumps and packaged pumping units, including valves and other components, shall have the manufacturer's trademark, name and /or model number, pressure rating, and electrical characteristics affixed to the product. B. Testing Agency Qualifications: Member company of NETA or an NRTL. Testing Agency's Field Supervisor: Currently certified by NETA to supervise on -site testing. C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.5 PROJECT CONDITIONS A Do not install pumping equipment that is wet, moisture damaged, or mold damaged. B. Environmental Limitations: Do not deliver or install pumping equipment until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during the remainder of the construction period. DOMESTIC WATER PUMPS 221123 - 1 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON 11094515 ISSUE FOR CONSTRUCTION C. Field Measurements: Verify actual dimensions of construction by field measurements before fabrication. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace pump and equipment that fail(s) in materials or workmanship within specified warranty period. Warranty Period: One (1) year from date of Substantial Completion. PART 2 - PRODUCTS 2.1 DOMESTIC HOT WATER CIRCULATORS All bronze construction, enclosed impeller, mechanical seal with carbon seal ring, shaft sleeve under complete wetted area of the seal, in -line mounted in the piping with additional supports as" required. Body of pump, minimum 125 -psi working pressure. Manufacturer: Bell & Gossett_ Series 60, or as scheduled, no substitutions. PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL A. Equipment shall be installed by specialists in accordance'with manufacturer 'sjnstructi'ons'=';. 3.2 COMMISSIONING A. Notify the Commissioning Agent one week prior to startup •of equipment.:,'. B. Submit to the Commissioning Agent a Verification of:Completien form with the prefunctional check off sheet for each component when it is ready for functional testing. C. Assist the Commissioning Agent as required to perform'the: functional - testing on the system components and the system as a whole. END OF SECTION 221123 DOMESTIC WATER PUMPS 221123 -2 BOEING 9 -96 AHU UPGRADE TUKWILA, WASHINGTON SECTION 223500 11094515 ,ISSUE-FOR CONSTRUCTION DOMESTIC WATER HEAT EXCHANGERS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, 'including General and Supplementary Conditions and Division 01 specification sections, apply to this section. 1.2 SUMMARY A. This Section includes the following heat exchangers: 1. Domestic- water -in -coil, instantaneous heat exchangers.; 2. Heat - exchanger accessories. 1.3 SUBMITTALS A. Product Data: Submit for each type and size of heat exchanger indicated. Include rated capacities, operating characteristics, furnished specialties,' and accessories. +` C. Shop Drawings: Diagram power, signal, and control wiring: Manufacturer Seismic Qualification Certification: Submit: certificatioi :that heat exchangers, accessories, and components will withstand seismic forces defined in Division 22 Section "Vibration and Seismic Controls for Plumbing Piping and Equipment : " :.Include,the'following 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. The' "rwithstand ":means "the' _ unit: will'° remain in place without separation of any partswfrom:-the'device' when .subjectedito the seismic forces specified." 2. Dimensioned Outline Drawings of Equipment Unit; Identify °center of gravity and1ocate',- and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Source quality - control test reports. Field quality- control test reports. F. Operation and Maintenance Data: Submit for heat exchangers to include in emergency, operation, and maintenance manuals. 1.4 QUALITY ASSURANCE Source Limitations: Obtain same type of heat exchangers through one source from a single manufacturer. DOMESTIC WATER HEAT EXCHANGERS 223500 - 1 BOEING 9 -96 AHU UPGRADE 11094515 . TUKWILA, WASHINGTON ISSUE FOR CONSTRUCTION 4. The tube bundle shall be guaranteed 10 years against failure and the pressure vessel and anticipator temperature control shall be guaranteed. 20 years against any failure. PART 3 - EXECUTION 3.1 HEAT - EXCHANGER INSTALLATION A. Install heat exchangers on concrete bases. Concrete base construction requirements .are specified in Division 22 Section "Common Work Results for Plumbing. "" B. Install heat exchangers level and plumb, according to layout drawings, original design, and referenced standards. Maintain manufacturer's recommended, clearances. Arrange units so, controls and devices needing service are accessible. C. Install seismic restraints for heat exchangers. Anchor to substrate. D. Extend relief -valve outlet, with drain piping same as water piping in continuous downward, pitch, and discharge by positive air gap onto closest floor drain. E. Install heat - exchanger drain piping as indirect waste to spill . by positive air gap into open drains or over floor drains. Install hose -end drain valves at low points in water piping for heat exchangers that do not have tank drains. Refer to Division 22 Section "Domestic Water Piping Specialties" for hose -end drain valves. 3.2 A. CONNECTIONS Piping installation requirements are specified in other Division 22 Sections. general arrangement of piping, fittings, and specialties. B. Install piping adjacent to heat exchangers to allow service andsmaintenance:1 easy removal of heat exchangers. • Drawings indicate Arrange piping for C. Ground equipment according to Division 26 Section "Grounding and Bonding for Electrical Systems." D. Connect wiring according to Division 26 Section "Low- Voltage ,Electrical Power Conductors and Cables." 3.3 FIELD QUALITY CONTROL A. Perform the following field tests and inspections and prepare test reports: I. Leak Test: After installation, test for leaks. Repair leaks and retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, confirm proper operation. 3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. END OF SECTION 223500 DOMESTIC WATER HEAT EXCHANGERS 223500 - 3 - Plan review Approval the �;oletion of approved • FILE COPY Ott No., Q b Y - 1 , . 1 /�I(p ■ � A g u approval is steed to errors and omissions: construction documents does not aut- Te of - of any adopted code or ordinance. R E1NGr, is 4.11094515 and ., l(11;• : : �, 1 :_. 7 _d: ) RECEIVED � /"4. B, = B O E I N G 1- AST E V E C P VI E\ T A L C E \TER R G� I\ A L WAY S 0 U T H REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. PUBLIC NaReisions ill require a new submittal and may plan review feE 1 1AR 2.:7 2o l 2 TUKWILA WORKS sill/it., 9 7 2 5 VI A aty Of'Tlskwifa TUKWILA) BUILDING DIVISION I WA S H I\ G T 0\ 98108 VICINITY MAP AREA MAP GENERAL NOTES CODE SUMMARY - BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TU K WI LA, WASH I N GTON DEMOLITION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SflE DURING DEMOLITION. DO NOT PROCEED WITH DEMOLITION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO GARY TALLER AT BUILDING 9 -51.2 COLUMN N /1, AFTER COMPLETION OF WORK OF THIS CONTRACT. . LAND USE CODE CITY OF TUKWILA, WASHINGTON BUILDING CODES • 2009 INTERNATIONAL BUILDING CODE (IBC) • 2009 INTERNATIONAL FIRE CODE (IFC) •• 2009 INTERNATIONAL ELECTRICAL RI MECHANICAL L CDE (NEC (IMC) 2008 NATIONAL ELECTRICAL CODE (NEC) * 2009 UNIFORM PLUMBING CODE (UPC) • 2009 STATE OF WASHINGTON ENERGY CODE STATE OF WASHINGTON BARRIER FREE CODE WITH ICC A117.1 " CITY OF TUKWILA, WA. AMENDMENTS OCCUPANCY GROUP GROUP B, OFFICE CONSTRUCTION TYPE TYPE II -8, NON - COMBUSTIBLE FLOOR AREAS: BUILDING FOOTPRINT 101,717 S.F. RECtIVEu PROJECT FROM DOWNTOWN SEATTLE •o PROJECT SITE • ® �i�, •� Q �� �t ass 9 ® 0�� 4 � �`' MFC �� • - o 9 -101 9 -90 .e 9 120 „� • - • ° ® 4...:\ 7•-1,7 •D U (v•ea 900 �w4' m is iI �' yc 0 ^ ��� �� �� 0� .•, £ �,b� • ..cy' • ®�y�__'' BUILDING GROSS FIRST FLOOR 101,717 S.F. CITY OF TUa(VUILA 081,717 S.F. SECOND FLOOR PENTHOUSE 14,413 S.F. MAR 2 6 2012 BUILDING HEIGHT 44 FT. STORIES 2 PERMIT CENTER OCCUPANT LOAD: NO CHANGES HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC ZONE: 3 PROJECT CHECKLIST j - . /7; '`,le 9c `� EDT +\ �T lse A \ mma 15e �� // j l ° Cj • gOpNG A•• �' y/ ;. / £ CHECK BOX ® THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., I.M.C., U.P.C., N.E.C. AND THE WAC 51 -20 AS ADOPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA, WASHINGTON ZONING. ❑ ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PACKAGE: CO 1. MECHANICAL, 3 COMPLETE SETS. - 2 NOTINCONTRACT: TITLE DRAWING SHEET � '` °aT ' REMOVAL OF LOUVERS A6OR A201 DETAIL 4 INDOWTINTING A60 A61 F'ENTHOUSEEPDXYFLOORING PA08 ERIOR LIGHTING E-8 ACHED TO SUN LOUVERS) ® 2. ELECTRICAL, 3 COMPLETE SETS. REVIEWED FOR 23 4. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE ODE COMPLIANCE I :PPR PROVED ® 5. ARCHITECTURAL, 3 COMPLETE SETS 0 3 20 f y ��//�`/ 61/1/1 City of u I -'_ :. tot 1� E T 1S7 k 900 • ,� '�_ h ►/ \r' � / FROM SEATTLE- TACOMA , NM ' .dit ig- 599 \ SEPARAT ��'' REQUIRED FOR Mechanical -w, El Electrical Plumbing Gas Piping Citywo�ff Tukwila 6- UILDING DIVISION ��� EAST MAR9INA WAY TUKWILA 99 O080RA1E PARK AIRPORT FROM KENT\ & AUBURN IIIII' Illll III III' No SCALE VIII, Illll 10 uI No SCALE DEVELOPMENTAL CENTER ® BRIEF PROJECT NARRATIVE: NN • REPLACEMENT OF AIR HANDLER UNITS & MECHAN�IN -lO VISION /�� ay THE THREE PENTHOUSES OF THE BUILDING. REMOVING SOLAR SUN SCREEN ON THE OUTSIDE OF THE BUILDING ON WEST SIDE. I er 1900.0. ounnotol 9 -96 BUILDING LOCATION ISSUE FOR CONSTRUCTION ACOFFMAN 1601 lino Avenue 98101-1625 16 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYL1 REVISgx 9Y APPROVED our SYL1 REVLON 9Y MPxPhD DATE ACCEPTABILITY THIS OLSCx AND SPEC/MOON IS APPROVED APPROVED _RATE SuBRRE TITLE SHEET Trt� 9-96 AHU UPGRADE BUILDING 09 -096 MECHANICAL MASTER DEV. CENTER,WA CURRENT RENSION 1109451s SYMBOL C DATE 03.16.11 A 8 -61 MIC/VCT ROOM J/790921 -00 NH 04.2199 i CHECKED LNDwrrM 6 UPGRADE ABL LAB TW0 BOE,4%f SWEET GO v "°°"°�° °A� C 9 -96 AHU UPGRADE -ISSUE FOR CONSTRUCTION J(111094515 mTUUI/oIR us/vw 03.1699 03.16 11 aEa LD APPROVLD JOB N0. COMP N0. APPRwLD DWG "O' 09- 096 -GO LEGEND /SYMBOLS IX BUILDING, WAIL SECTIONS AND NAIL REFERENCES SHEET NUMBER WHERE DEWLED SHEET NUMBER REFERENCED FROM INTERIOR ELEVATION REFERENCE SHEET NUMBER WHERE DETAILED SHEET NUMBER REFERENCED FROM NCI TO DETAIL /ENLARGED PLAN DETNL DESIGNATION SHEET NUMBER WHERE DETAILED (IF SAME AS SHEET REFERENCED FROM) SECTION /DEAL DESIGNATION XXXXX XXXXX SHEET NUMBER WHERE DETAILED SHEET NUMBER REFERENCED FROM (:) XXXXXX XXXX n 11 (CPT -1) VCT I CPT NORTH ARROW ELEVATION DATUM OR SPOT ELEVATION CEILING HEIGHT A.F.F. ROOM NAME ROOM NUMBER DOOR NUMBER GRID /GRID BUBBLE AND CENTERUNE MEWS TO BE REMOVED CONSTRUCTION 'FLAG' NOTE FOR SPECIFIC CONSTRUCTION DIRECTIVE GENERAL 'BOAT' NOTE FOR SPECIFIC OR EXISTING HISTORICAL NFORMATION. WINDOW FRAME TYPE PART TION /WALL TYPE END WALL GUARD CORNER GUARD FINISH DESIGNATION REVISION CLOUD WITH REVISION LEI MEN 'BEAK' FLOOR NAT'L TRANSITION FEC> ARE EXTINGUISHER FECO FlRE EXTINGUISHER & CABINET SUPPLY AIR DIFFUSER SECTION /DETAIL DESIGNATION EMME RETURN NR GRILLE FLOURESCENT UCHT FIXTURE (PENDANT MOUNTED) I1 I FLOURESCENT LIGHT FIXTURE (PENDANT MOUNTED) 0 • Gtp f1DMRESCENT LIGHT FIXTURE ON EMERGENCY NIGHT LIGHT (NL) CIRCUIT RECESSED OR PENDANT LIGHTING FIXTURE RECESSED OR PENDANT LIGHTING FIXTURE FLOURESCENT LGHT FIXTURE ON EMERGENCY NIGHT LIGHT (NI) CIRCUIT WALL SCONCE 1 WALL SCONCE 2 EXIT SIGN ( CEIUNG UNIT) EXIT SIGN (WALL MOUNT) MATERIAL SYMBOLS ABBREVIATIONS EARTH, DIRT, COMPACTED MAMBO STONE, GRAVEL, POROUS FILL BRICK, COMMON CERAMIC TILE CONCRETE iUMNINAMN INSULATION: BATT, LOOSE FILL, BLANKET EARTH, DIRT, UNDISTURBED INSULATION: RIGID ALUMINUM 77.7 BRASS. BRONZE, COPPER META, STEEL, IRON PLASTER: SAND, CEMENT, GROUT PLASTER GYPSUM WALL BOARD WOOD: FINISH WOOD: ROUGH CONTINUOUS WOOD: INTERRUPTED BLOCKING ® PLYWOOD: SMALL SCALE 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 DATE SYM REVEJON PLYWOOD: LARGE SCALE WALL TYPE: CONCRETE MASONRY (CMU) WALL TYPE STEEL STUD WALL TYPE: WOOD STUD WALL TYPE. EXISTING WALL TYPE. REM(":;; WALL TYPE. PARTITION (7' -0' HIGH) WALL TYPE, GLASS & 0 AB ACP ACT ADJ AFF AGG AL ALT ALUM ANCH APA APPD APPROX AMA RING BLDG BUG BOT CB CC GEM CF CJ CL CLG CLR COL COMP CONC CONN CONST CONT CONTR CT CTSK CY 0, DA DBL DEMOL DEP DA DIAG DIM DL DN DS DWG EA EB EF EJ EL ELEV ET) EW EXIST EXP EXT FAS FF FF FF FGR FH FIN FND FOC FOF FDIC FO FRO FT FTG FUT FV GA CRFG GALV GC GI GR GT GWB HDNR HDWD HDWR HG HM HORZ HS HT IBC ID ID IF IN INCL AND AT ANCHOR BOLT ACOUSTICAL CEIUNG PANEL ACOUSTICAL CEIUNG 11LE ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATE ALUMINUM ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOC. APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS BETWEEN BUILDING BLOCKING BOTTOM CHANNEL CATCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CONTROL JOINT CENTER LINE CEILING CLEARANCE) COLUMN COMPRESS(ED) (ION) CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACT(OR) CERAMIC TILE COUNTERSUNK CUBIC YARD(S) DIAMETER DOUBLE DEMOLISH, DEMOUTION DEPRESSED DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING EAST (COORDINATE) EACH EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPOSED EXTERIOR FASTEN(ER) FINISHED CEILING FACTORY FINISH FINISHED FLOOR FINISH GRADE FIRE HYDRANT FINISH(ED) FOUNDATION FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FINISHED OPENING FOR REFERENCE ONLY FOOT FOOTING FUTURE FIELD VERIFY GAGE GLASS FIBER REINFORCED GYPSUM GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GRADE GROUT GYPSUM WALL BOARD HARDENER HARDWOOD HARDWARE HIGH GRADE HOLLOW METAL HORIZONTAL HIGH STRENGTH HEIGHT INTERNATIONAL BLDG. CODE INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INCH INCLUDED(D) (ING) JT KO LB LEN LF LL LAN MAIL MAX MB MBR MIL MFR MIN MISC MO MT MR NF NIC NO. NOM NTS OA 0/0 OD OF OFCI OPG OPP PAR PCC PCF PERT PERIM PL PUN PLYWD PNL PREST PRF PSF PSI PT PVC RB REF REINF REQ REV RH RO SECT SF SHT 516 SO 5S SST sT STD SR 51R 5YR 51S T &B 1&G TEMP THK TOC TOC TOL 105 T5 T� UBC UL UNO UPR VB VC VERT NF W W WC WD W/ W/0 WWF JOINT KIP(S) KNOCK OUT LENGTH LAG BOLT LENGTH UNEAL FEET LIVE LOAD LOWER MATERAL MAXIMUM MACHINE BOLT MEMBER METAL MANUFACTURE(R) MINIMUM MISCELLANEOUS MASONRY OPENING MOUNT(ED) (ING) META NORTH (COORDINATE) NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OWNER FURNISHED CONTRACTOR INSTALLED OPENING OPPOSITE, OPPOSITE HAND PARALLEL PRECAST CONCRETE POUNDS PER CUBIC FOOT PERFORATE(D) PERIMETER PLATE PLASTIC LAMINATE PLYWOOD PANEL PRESTRESS(ED) PREFORMED POUNDS PER SQUARE FOOT POUNDS PER 50UARE INCH POINT, PAINT POLYVINYL CHLORIDE RADIUS (CURVATURE) RISER RESIUENT BASE REFERENCE. REFER TO REINFORCE(D) (ING) REQUIRE(D) (ING) REVISION(S), REVISED RIGHT HAND ROUGH OPENING SOUTH (COORDINATE) SECTION SQUARE FEET SHEET SIMILAR SQUARE SOLID SURFACING STAINLESS STEEL STRUCTURAL TEE STANDARD STEEL STRUCTURAL SYMMETRY,SYMMETRICAL SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TEMPORARY THICK(NESS) TOP OF CURB TOP OF CONCRETE TOLERANCE TOP OF STEEL STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS' LABEL UNLESS NOTED OTHERWISE UPPER VAPOR BARRIER VINYL COMP. TILE VERTICAL VERIFY IN FIELD WEST (COORDINATE) WIDE FLANGE WIDTH, WIDE WOOD WITH WITH WITHOUT WELDED WIRE FABRIC NOTE: REFER TO THE COLOR AND MATERIAL SCHEDULE FOR ADOHONAL FINISH AND DESIGNATIONS /ABBREVIATIONS COFFMAN M. SOTURA 03.16 11 DATE el/WOE:6W• ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED 8Y DEPT. DATE GENERAL NOTES ZcPj(P 1. OBTAIN & POST REQUIRED CONSTRUCTION PERMITS FROM THE CRY OF TUKWM PRIOR TO COMMENCING CONSTRUCTION. 2. VERIFY ALL EXISTING CONDHONS AND NOTIFY THE BOEING PROJECT CONSTRUCTION MANAGER SHOULD CONDITIONS DIFFER FROM DESIGN DOCUMENTS. 1 THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CURRENT REVISION CLOUD(S ON EACH SHEET. IF THERE IS NO CLOUD ON A SHEET THE ENTIRE SHEET IS IN THE SCOPE OF WORK. INFORMATION OR WORK (WHETHER CLOUDED OR NOT) REFERRED TO FROM WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK (I.E. — A SECTION OR DETAIL SIIABOL THAT UES V4HIN A CLOUD ON A PLAN NEW SHEET IS INCLUDED IN THE SCOPE EVEN WHEN THE ACTUAL SECTION OR DETAIL DRAWN ON THE DETAIL SHEET 15 NOT CLOUDED.) 4. KEEP ALL AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY THIS SCOPE OF WORK. STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREA DESIGNATED BY THE BOEING PROJECT CONSTRUCTION MANAGER. 5. VERIFY DIMENSIONS AND CONDHONS SHOWN ON THE DRAWINGS AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. BRING DISCREPANCIES ON THE DRAWINGS OR IN SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. THE CONTRACTOR SHALL ADVISE BOEING, SUMMARIZE THE SITUATION AND PROVIDE RECOMMENDATIONS TO RESOLVING POTENTIAL CONFLICTS PRIOR TO SUBMITTING ANY REQUESTS FOR INFORMATION (RFIs). 6. 00NFORM ALL WORK TO APPLICABLE CODES, REGULATIONS AND INDUSTRY STANDARDS. 7. COMPLY WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. PROVIDE, AS IF DRAWN IN FULL, REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND /OR CONCRETE WALLS, META STUDS, AND TO THE CENTERUNE OF COLUMNS, UNLESS OTHERWISE NOTED. 10. PLANS WHICH APPEAR AS 'BACKGROUNDS' ON CAL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 11. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH —IN REQUIREMENTS FOR MATERIALS AND EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. 12. PROVIDE MANUFACTURERS INSTALLATION INSTRUCTIONS TO THE BOEING PROJECT CONSTRUCTION MANAGER WHENEVER SUCH INSTRUCTIONS ARE REFERENCED IN THE CONSTRUCTION NOTES. 13. CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT CONSTRUCTION MANAGER FOR STAGING AREAS WHERE CONTRACTOR MAY STORE NEW AND SALVAGED MATERIALS TO BE REUSED IN LATER PARTS OF THIS PROJECT, WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED, AND WHERE JOBSITE OFFICE CAN BE LOCATED. 14 SYMBOLS SHOWN ON MATERIALS UST ARE NOT ALWAYS USED IN DRAWINGS. VERIFY EXISTING MATERIAL AND SEE CONSTRUCTION NOTES FOR MATERIAL 011110 TS. 15 WHERE EXISTING WORK IS DAMAGED. CUT OR DEFACED AS A RESULT OF DEMOLHON OR PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR THE EXISTING TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK ONES SUCH AS CORNERS. CEILING ONES, TOP OF BASE, CHANGE IN MATERIAL OR SIMILAR. 16 ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. 17 PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS. SHAFTS AND BUILDING PARTITIONS MID ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 18. THE CONTRACTOR IS RESPONSIBLE FOR RENEW OF THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN THE BUILDING. 19 PROVIDE ACCESS DOORS AS INDICATED OR AS NECESSARY AND VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. .ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, ETRE DAMPER UNKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE SUBMITTED TO THE ARCHITECT FOR RENEW PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL SAFETY CODES, REGUALTIONS AND BOEING REQUIREMENTS. 21 THE CONTRACTOR SHALL RETAIN A ARE PROTECTION ENGINEER LICENSED IN THE STATE OF WASHINGTON TO DETERMINE /DESIGN THE MODIFIED FIRE SPRINKLER SYSTEM LAYOUT WITHIN THE AREA OF WORK. STUD ENGINEER SHALL STAMP, SEAL AND CERTIFY THAT HIS /HER DESIGN IS IN COMPLIANCE W /ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL COORDINATE ALL NECESSARY MODIFICATIONS AS A RESULT OF SA1D ENGINEER'S DESIGN. 22. AT LOCATIONS WHERE STRUCTURE, PIPING, DUCTWORK, CABLETRAY, OR CONDUIT PENETRATES WALLS AND ARE EXPOSED TO VIEW, CONTRACTOR SHALL COPE AS CLOSELY AS POSSIBLE TO THE MEMBER AND INSTALL CONTINUOUS CAULKING AROUND MEMBER EXCEPT PROVIDE FIRE —RATED WHEN THROUGH RATED ASSEMBLIES AND PAINT OR PROVIDE ESCUTCHEONS WALL COLOR AT PENETRATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION RECtivE CITY OF TUKWILA. MAR 2 6 2012 PERMIT CENTER ISSUE FOR CONSTRUCTION 0461111E LEGEND, MATERIALS, ABBREVIATIONS & GEN'L NOTES ACOFFMAN N GIN E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION 11094515 801 DATE 03.16.11 TIRE ARCHITECTURAL MASTER 9 -96 AHU UPGRADE BUILDING 09 -096 DEV. CENTER, WA SHEET G1 JOB P NO. DWG NO. 09- 096 —G1 RJVAMIERE: 1/27/2011 3:24:16 PM INC IN LUDED SET DRAWING NO. SHEET NO. • • • 1 09-096-G1.1 GO GI DRAWING SUBTITLE GENERAL TITLE SHEET LEGEND, MATERIALS, ABBREV'S & GEN'L NOTES SHEET INDEX A REV DATE MIN ■ 0 0 ICI �I 03.16.11 03.16.11 03.16.11 • • • • • • • • • • • • • • • • 09- 096- 2M1IOR 09- 096- 2M1IIR 09- 096- 2M113R 09- 096- 2M114R 09- 096- PMIIOR 09- 096- PM26OR 09- 096- PM45OR 09- 096- PM451R 09- 096 - PM452R 09- 096 - PM453R 09 -096 -RFM3R MECHANICAL REMOVAL 2MIIOR 2M1IIR SECOND FLOOR PLUMBING REMOVAL PLAN SECOND FLOOR PLUMBING REMOVAL PLAN B 03,16,11 2M113R 2M114R SECOND FLOOR PLUMBING REMOVAL PLAN SECOND FLOOR PLUMBING REMOVAL PLAN B 03,16,11 03.16.11 PMIIOR PENTHOUSE PLUMBING REMOVAL PLANS B 03.16.11 PM26OR PENTHOUSE FIRE PROTECTION REMOVAL PLANS PM45OR PM45IR PENTHOUSE #5 REMOVAL PLAN PENTHOUSE #4 REMOVAL PLAN A 03.16.11 03.16.11 03.16.11 PM452R PENTHOUSE #4 REMOVAL PLAN A 03.16.11 PM453R RFM3R PENTHOUSE #3 REMOVAL PLAN ROOF REMOVAL PLAN B A 03.16.11 03.16.11 09- 096- PM500R 09 -096- PM503R 09- 096- PM504R 09- 096- PM505R 09- 096- PM509R 09 -096 -PM5I I R 09- 096- PM512R 09- 096- PM514R PMSOOR PM503R PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIONS A A 03.16.11 03,16,11 PM504R PENTHOUSE DETAILS & SECTIONS B 03.16.11 PM505R PM509R PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIONS B A 03.16.11 03.16.11 PM5IIR PENTHOUSE DETAILS & SECTIONS A 03.16.11 PM5I2R PENTHOUSE DETAILS & SECTIONS A 03,16,11 PM5I4R PENTHOUSE DETAILS & SECTIONS A 03.16.11 B 03.16.11 • 09- 096 -M2A MECHANICAL M2A MECHANICAL SCHEDULES • • • • • • • • • • • • • • • • • 09 -096 -M2B 09 -096 -2M 1 I 0 09- 096 -2M111 M2B MECHANICAL SCHEDULES 2M110 SECOND FLOOR PLUMBING PLAN - 03.16.11 - 03.16.11 09- 096 -2M112 09 -096 -2M 1 13 09 -096 -2M 114 09- 096 -PMI10 09 -096 -PM260 09- 096 -PM450 09- 096 -PM451 09 -096 -PM452 09- 096 -PM453 09- 096 -RFM3 09- 096 -RFM4 09- 096 -310 09- 096 -311 2M111 SECOND FLOOR PLUMBING PLAN 2M1 12 SECOND FLOOR PLUMBING PLAN 2M113 2M1 14 SECOND FLOOR PLUMBING PLAN SECOND FLOOR PLUMBING PLAN PMI10 PENTHOUSE PLUMBING PLANS B B PM260 PENTHOUSE FIRE PROTECTION PLANS 09- 096 -PM500 • 09- 096 -PM503 • • • 09- 096 -PM504 09- 096 -PM505 09- 096 -PM5I1 09- 096 -PM512 09 -099 -PMS 14 09- 096 -PM5I5 • 09- 096 -PM5I6 • 09 -096 -PM517 • 09- 096 -PM518 • • PM450 PM45I PM452 PM453 RFM3 RFM4 M310 M311 PENTHOUSE # 5 PLAN 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 A PM500 PENTHOUSE SLAB PENETRATIONS & ROOF PLAN CONTROL DIAGRAMS SEQUENCES OF OPERATION PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIO : PENTHOUSE DETAIL.^_ ; SECTIONS PM505 PENTHOUSE DETAILS & SECTIONS PM5I1 PENTHOUSE DETAILS 6 SECTIONS PM503 PM504 PM512 PM514 PM5I5 PM5I6 PM517 PM518 PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIONS PENTHOUSE DETAILS & SECTIONS AIR HANDLINO';Ni•I DETAILS AIR HANDLING UNIT DETAILS 0T 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.1! 03.16.11 03.16.11 B A A 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 A c D BUILDING 9 -98 SIRUCIURAL UPGRADE BUILDING 09 -096 T.I. #1 —c411U4D 703445-03 LLR GROUP GM SYM REVISION INDEX OF D ; AWINGS INCLUDED IN SET DRAWING NO, SHEET NO. DRAWING SUBTITLE REV DATE • • • • • 09- 096 - 2EIOR 09- 096 -2EIIR 09- 096 -2E13R 09- 096 -2E14R 09- 096 - PEIOR 2EIOR 2E1 IR 2E13R 2E14R 09- 096- PEIIOR 09- 096- PE26OR PEIOR PEIIOR 09- 096- RFEIIOR • 09- 096 -E5OIR PE26OR RFEIIOR ELECTRICAL REMOVAL LIGHTING REMOVAL PLANI LIGHTING REMOVAL PLAN) LIGHTING REMOVAL PLAN, LIGHTING REMOVAL PLAN PENTHOUSE LIGHTING AND POWER REMOVAL PLAN PENT. 480/277, 208/120 POWER REMOVAL PLAN PENTHOUSE FIRE ALARM REMOVAL PLAN K C P P C ROOF 480/277, 208 /1201POWER REMOVAL PLAN 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 03.16.11 04 24 01 T.I. CONSOUDATION SET BUILDING 09 -096 T.I. #2 BUILDING 09 -096 T.I. #3 BUILDING 09 -096 T.I. #4 J 1715225 -00 C.M. 06.29.01 G J #715225 -00 4715225 -00 4715225 -00 GROUP DLR GROUP DLR GROUP G.M. C.M. C.M. 07.27.01 07.27.01 08.10.01 4715225 -00 BY DLR GROUP AMMO G.M. 611E 09.07.01 BUILDING 09-096 T.I. #4 REVISION SET 4715225 -00 DLR GROUP G.M. 10.05.01 SE SECURE AREA REVISION 4715225 -00 DLR GROUP G.M. 01.16.02 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA 03.16.11 BOE%A/6® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION tS APPROVED APPROVED BY DEPT. DATE DRAWN DATE 3 ISSUE LEGEND NOT YET ISSUED PREVIOUSLY ISSUED FOR CONSTRUCTION O PREVIOUSLY ISSUED, BUT NOT IN THIS ISSUE INCLUDED IN THIS ISSUE PREL ORIG A PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila UILDING DIVISION ISSUE FOR CONSTRUCTION RECtivti . CITY OF TUKWILA MAK 2 ti 2012 PERMIT CENTER ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 Jar APPROVED APPROVED SUBRRE SHEET INDEX TT 9 -96 AHU UPGRADE BUILDING 09 -096 CURRENT REVISION 11094515 SYMBOL DATE 03.16.11 SHEET G1.1 JOB NO. COMP NO. DEV, CENTER, WA owc NO. 09-096-G11 GUN: 1/25/2011 3:07 1 1 - 03.16.11 DRAWING SUBTITLE REV DATE 1 ARCHITECTURAL REMOVAL 4 • 09 -096 -A6OR A6OR EXTERIOR ELEVATIONS (REMOVAL) C 03.16.11 • 09 -096- RFAOIR RFAOIR ROOF PLAN (REMOVAL) - 03.16.11 ELECTR I CAL ,j • 09- 096 -E4552 E4S52 ONE -LINE DIAGRAM - SUBSTATION #52 D 03.16.11 • 09- 096 -E4S53 E4S53 ONE -LINE DIAGRAM - SUBSTATION #53 D 03.16.11 • 09- 096 -E4S54 E4S54 ONE -LINE DIAGRAM - SUBSTATION #54 C 03.16.11 • 09- 096 -E8 E8 OUTDOOR LIGHTING 1 C 03.16.11 • 09- 096 -1E260 1E260 FIRE ALARM PLAN - 03.16.11 • 09- 096 -1E263 1E263 FIRE ALARM PLAN - 03.16.11 • 09- 096 -1E264 1E264 FIRE ALARM PLAN j - 03.16.11 • 09- 096 -PE10 PEIO PENTHOUSE LIGHTING ANDjPOWER PLAN C 03.16.11 • 09- 096 -PEI10 PEI10 PENTHOUSE 480Y/277V, 208Y/120V POWER PLAN - 03.16.11 • 09- 096 -PE260 PE260 PENTHOUSE FIRE ALARM PLAN - 03.16.11 • 09- 096- RFEI10 RFE110 ROOF 480Y/277V, 208Y /120V POWER PLAN - 03.16.11 ARCHITECTURAL • 09- 096 -PA01 PA01 PENTHOUSE PLAN A 03.16.11 • 09 -096 -RFA01 RFAOI ROOF PLAN - 03.16.11 • 09 -096 -A60 A60 EXTERIOR ELEVATIONS C 03.16.11 • 09- 096 -A61 A61 EXTERIOR ELEVATIONS D 03.16.11 • 09 -096 -A201 A201 WALL SECTIONS A 03.16.11 • 09 -096 -A353 A353 ROOM FINISH SCHEDULE F 03.16.11 STRUCTURAL • 09- 096 -PS60 PS60 PENTHOUSE STRUCTURAL PLAN - 03.16.11 • 09- 096 -RFM3 RFS3 ROOF STRUCTURAL PLAN i - 03.16.11 • 09- 096 RFM4 RFS4 SECTIONS & DETAILS - 03.16.11 I I • 04 24 01 T.I. CONSOUDATION SET BUILDING 09 -096 T.I. #2 BUILDING 09 -096 T.I. #3 BUILDING 09 -096 T.I. #4 J 1715225 -00 C.M. 06.29.01 G J #715225 -00 4715225 -00 4715225 -00 GROUP DLR GROUP DLR GROUP G.M. C.M. C.M. 07.27.01 07.27.01 08.10.01 4715225 -00 BY DLR GROUP AMMO G.M. 611E 09.07.01 BUILDING 09-096 T.I. #4 REVISION SET 4715225 -00 DLR GROUP G.M. 10.05.01 SE SECURE AREA REVISION 4715225 -00 DLR GROUP G.M. 01.16.02 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA 03.16.11 BOE%A/6® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION tS APPROVED APPROVED BY DEPT. DATE DRAWN DATE 3 ISSUE LEGEND NOT YET ISSUED PREVIOUSLY ISSUED FOR CONSTRUCTION O PREVIOUSLY ISSUED, BUT NOT IN THIS ISSUE INCLUDED IN THIS ISSUE PREL ORIG A PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila UILDING DIVISION ISSUE FOR CONSTRUCTION RECtivti . CITY OF TUKWILA MAK 2 ti 2012 PERMIT CENTER ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 Jar APPROVED APPROVED SUBRRE SHEET INDEX TT 9 -96 AHU UPGRADE BUILDING 09 -096 CURRENT REVISION 11094515 SYMBOL DATE 03.16.11 SHEET G1.1 JOB NO. COMP NO. DEV, CENTER, WA owc NO. 09-096-G11 GUN: 1/25/2011 3:07 INCLUDED IN SET SHEET NO. DRAWING SUBTITLE REV DATE DRAWING NO. ARCHITECTURAL REMOVAL • 09 -096 -A6OR A6OR EXTERIOR ELEVATIONS (REMOVAL) C 03.16.11 • 09 -096- RFAOIR RFAOIR ROOF PLAN (REMOVAL) - 03.16.11 ARCHITECTURAL • 09- 096 -PA01 PA01 PENTHOUSE PLAN A 03.16.11 • 09 -096 -RFA01 RFAOI ROOF PLAN - 03.16.11 • 09 -096 -A60 A60 EXTERIOR ELEVATIONS C 03.16.11 • 09- 096 -A61 A61 EXTERIOR ELEVATIONS D 03.16.11 • 09 -096 -A201 A201 WALL SECTIONS A 03.16.11 • 09 -096 -A353 A353 ROOM FINISH SCHEDULE F 03.16.11 04 24 01 T.I. CONSOUDATION SET BUILDING 09 -096 T.I. #2 BUILDING 09 -096 T.I. #3 BUILDING 09 -096 T.I. #4 J 1715225 -00 C.M. 06.29.01 G J #715225 -00 4715225 -00 4715225 -00 GROUP DLR GROUP DLR GROUP G.M. C.M. C.M. 07.27.01 07.27.01 08.10.01 4715225 -00 BY DLR GROUP AMMO G.M. 611E 09.07.01 BUILDING 09-096 T.I. #4 REVISION SET 4715225 -00 DLR GROUP G.M. 10.05.01 SE SECURE AREA REVISION 4715225 -00 DLR GROUP G.M. 01.16.02 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA 03.16.11 BOE%A/6® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION tS APPROVED APPROVED BY DEPT. DATE DRAWN DATE 3 ISSUE LEGEND NOT YET ISSUED PREVIOUSLY ISSUED FOR CONSTRUCTION O PREVIOUSLY ISSUED, BUT NOT IN THIS ISSUE INCLUDED IN THIS ISSUE PREL ORIG A PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION REVIEWED FOR ODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila UILDING DIVISION ISSUE FOR CONSTRUCTION RECtivti . CITY OF TUKWILA MAK 2 ti 2012 PERMIT CENTER ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 Jar APPROVED APPROVED SUBRRE SHEET INDEX TT 9 -96 AHU UPGRADE BUILDING 09 -096 CURRENT REVISION 11094515 SYMBOL DATE 03.16.11 SHEET G1.1 JOB NO. COMP NO. DEV, CENTER, WA owc NO. 09-096-G11 GUN: 1/25/2011 3:07 SYM C) —(1) OFFICE 201B01 OFFICE 201C011 OFFICE 201001 OFFICE 202001 OFFICE 2011011 OFFICE 1202E011 OFFICE 12020011 0 FICE OFFICE 1 201J01 1 OFIf ICE 201K01 1 OFFICE 202K01 OF ICE 201L01 OFFICE 1 202L011 OFFICE 120 M011 (2) 1 201102 1 WORK ROOM 201G02 DN STAIR 20100 OPEN OFFICJ 201J03 CUSTO 201A03 LOUNG 1201F092f 20200 1/2' nN S �FOUMAN NS� -_ 1/2' DN TO DF (4) I MN DN 1 I/' CW DN • CW ABOVE CE IIO eITGI�(�p I DUNG 1 /2.I:•i wc`B Di 2101051 ^'24 r NG • ■ !Jlo1:�• 4 "W DN 1iW. 1' CW & 3/4' UP TO PENTHOUSE SEE DWG 4006 -M120 HNC TRAINING RM 2010071 X1/2" DN 10 1Sf 4 "W UP TO FD RE IEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 REVISION UPGRADE HOT WATER LOOP 90 APPROVED DATE SYM 4420139 -00 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 CH COFFWW 4. SOTURA 5.1.02 03.16.11 REVISION FLOOR PLAN SCALE: 1/8 ° =1' -O" 0 En APPROVED DATE g)LAPZIEIVV* REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 0E90 DATE ISSUE FOR CONSTRUCTION DRAWN C. HARRAH AI LEGEND - RD - ROOF DRAIN PIPING W SANITARY WASTE - V - VENT EXISTING TO BE REMOVED PIPE ELBOW, TURNED UP OR TOWARD c� PIPE ELBOW, TURNED DOWN OR AWAY GENERAL NOTES REFERENCE DRAWINGS 52 �L2) CONSTRUCTION NOTES REMOVE WASTE UP TO FLOOR DRAIN ABOVE (TYP) REMOVE VENT PIPE (TYP) REMOVE WASTE PIPE (TYP) ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 ECEevEL) CI "- OF TUKWILA AR 2 ti 2012 MIT CENTER envoi PLAN N 8' 4' 0 4' 8' 16' SCALE: 1/8 " =1, -0° 4.12.02 SUBDTLE SECOND FLOOR PLUMBING REMOVAL PLAN TORE MECHANICAL MASTER 9 -96 AHU UPGRADE BUILDING 09 -096.2 CURRENT REV161044 11094515 SYMBOL B DATE 03.16.11 SHEET 2 M 110 R JOB N0. COL. A -N 1 -7 DEV. CENTER, WA DWG No. COMP N0. 09- 096- 2M11OR HARRAHC: 05/02/02 09:59 1 COF? 201007 4 "W UP TO FD V OPEN OFFICE I201A071 1 "CW UP--JP 4 "W DN 4 "W UP 1- 1 /2 "CW TO FD -. UP -_ �1 201 MEETING 12020111 FLOOR PLAN SCALE: 1/8 " =1' -0" 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION J/11094515 APPROVED DATE SYM COFFWN 11. SOTURA 03.16.11 9Y DATE 0 OPEN OFFICE 201J091 -1 (7) —( 8) REVIEWED FOR CODE COMPLIANCE APPROVED D 10) APR 0 3 2012 City of Tukwila BUILDING DIVISION REMOVAL ISSUE FOR CONSTRUCTION ACOFFMAN N G I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 96101 -1625 206 623 0717 Fos 206 624 3775 — RD — ROOF DRAM PIPING — W — SANITARY WASTE — V — VENT EXISTING TO BE REMOVED o — PIPE ELBOW, TURNED UP OR TOWARD c — PIPE ELBOW, TURNED DOWN OR AWAY GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES REMOVE WASTE UP TO FLOOR DRAIN ABOVE REMOVE VENT PIPE (TYP) Q 2M11OR vorro 2M112R 2M113R 2M114R 2M115R KEY PLAN 0150 NNE RECtivtL TTY OF TUK ILA: MAR 2 6 2012 RMIT CENTER 8' 4' 0 4' 8' 16' SCALE: 1/8 " =1' -0" ACCEPTABILITY THIS DESIGN MO /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE K. BUN 8 -8 -96 8 -8 -96 SUBTITLE SECOND FLOOR PLUMBING REMOVAL PLAN CURRENT REVISION 11094515 SYMBOL 091E 03.16.11 MECHANICAL MASTER 9 -96 AHU UPGRADE BUILDING 09 -096.2 COL. A -N 7 -12 DEV. CENTER, WA SNIT 2M 111 R JOB NO. ORS N0. COMP 09- 096- 2M111R CD RFP 13 SEE DETAI 2M113 4010-M6 9 E E G H J K L M N I I i v SEE DETAIL 2M113 4010 -M6 RFP 5 SEE DETAIL 2M113 4010 -M6 2 4 "W UP TO FD 2M11314010 -M6 SEE DETAIL 2M113 4010 -M6 1" CA I 3/8 "BALL VALVE !V_ ■i 2" 1 4 "W DN itg1 7� 4 2"V UP REF III a I 4 "W UP ' I I Ilm 2"V UP 41 ORRIDOR R TO FD 41 III ,� mama 2M1l3 4010 -M6 SEE DETAIL 2M113 4010 -M6 SYu A B MOON ASDL LAB — RELOC WALL 55653800 Err KARR 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA DATE 08/10/05 03.16.11 SYM REV5ION 4"W UP TO FD RFP FLOOR PLAN SCALE: 1/8 ° =1' -0° DATE 1' HW ABOVE CEILING 3/4" HW RECIRC. ABOVE CE ING OPEN OFFICE I201J14I COFFEE ROOM —H- HW ABOVE CEILING I 3/4 HW RECIRC. ABOVE CEILING 1 201 J20 I - 1 /2 "CW UP MEETING I201J211 (19) 20 21) LEGEND —RD- - W — V 0«-- C�— ROOF DRAIN PIPING SANITARY WASTE VENT EXISTING TO BE REMOVED PIPE ELBOW, TURNED UP OR TOWARD PIPE ELBOW, TURNED DOWN OR AWAY GENERAL NOTES REFERENCE DRAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES REMOVAL ISSUE FOR CONSTRUCTION L REMOVE WASTE UP TO FLOOR DRAIN ABOVE REMOVE VENT PIPE (TYP) REMOVE WASTE PIPE (TYP) ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 Q 2M11OR 2M111R 21011212 2M114R 2M115R KEY PLAN SCALE: Inc 0)LAP27.E.05VG' ACCEPTABILITY 1415 DESIGN MID OR SPECIFICATION Is WARNED APPROVED BY DEPT. DATE 4.18.02 0 0 RECtivtu CITY OF TUKWILA MAR 2 ti 2012 PERMIT CENTER 8' 4' 0 4' 8' 16' SCALE: 1/8 ° =1' -0° SECOND FLOOR PLUMBING REMOVAL PLAN CURRENT REVISION 11094515 SYMBOL B DATE 03.16.11 9 -96 AHU UPGRADE BUILDING 09 -096.2 MECHANICAL MASTER COL. A -N 17 22 DEV. CENTER, WA SHEET 2 M 113 R JOB N0. DWG N0. COMP NO 09- 096- 2M113R C1891k 06 /13/05 13 LEGEND — RD — ROOF DRAIN PIPING — W — SANITARY WASTE V VENT REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 EXISTING TO BE REMOVED o — PIPE ELBOW, TURNED UP OR TOWARD c+— PIPE ELBOW, TURNED DOWN OR AWAY GENERAL NOTES 201F22 1 201J14 1 City of Tukwila BUILDING DIVISION OF CE OFFICE 20 C23 1202C231 4 "W DN REFERENCE DRAWINGS 4 "W UP TO FD 12010251 I 1 "COMP AIR UP ITO PENTHOUSE , W /MOISTURE OF RISER CONSTRUCTION NOTES REMOVE WASTE UP TO FLOOR DRAIN ABOVE 2> REMOVE VENT PIPE (TYP) REMOVE WASTE PIPE (TYP) 3/4'x1/2' R —� COFFEE 201026 3/4° AB CEIUNG 1 /2•HW 0 WOMEN'S 1/1M CV61 2M110R 2M111R 2M112R FLOOR PLAN SCALE: 1/8 ° =1' —O° 2M113R REMOVAL ISSUE FOR CONSTRUCTION 2M115R KEY PLAN savr: KW UPGRADE HOT WATER LOOP J/420139 -00 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION J/11094515 5.1.02 M. SOTURA 03.16.11 ACCEPTABILITY THIS OESION AN0 OR SPE IACATION IS ROVED DRA HHMRAH CHECKED 2HCINLEH DATE CHECKED ACOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 —,-- 1/8 ° =1' -0" DA SUBIRI 4. E 4.18.02 SECOND FLOOR PLUMBING REMOVAL PLAN APPROVED 9 -96 AHU UPGRADE BUILDING 09 -096.2 MECHANICAL MASTER COL. A— N/12 -17 CURRENT REVISION 11094515 DATE 03.16.11 SHEEP 2M114R JOB NO. DEV. CENTER, WA OwG NO. COMP NO. 09- 096- 2M114R . (:""g0P' l(to LEGEND :a 27 1 "COMP. 4 "RD DN 26 AIR 25 2'V DN 4'VTR & DN 24 / 2'V DN TR 4"V & DN 2.1/ DN 23 22 2°V DN 4 "RD DN 21 20 CR ' & DN 19 2"VTR 2 V DN 2'V DN 18 �2'V DN Y 2 VTR & DN 4'YTR Sc & DN /� 2'V DN j� / V 16 —RD— ROOF DRAIN PIPING W — SANITARY WASTE - V VENT — — — — EXISTING TO BE REMOVED a— PIPE ELBOW, TURNED UP OR TOWARD �© RD • RD V—`°` 4 "FLOOR DRAIN —� V 1 "COMP. AIR C �L ) C PIPE ELBOW, TURNED DOWN OR AWAY ,; 4 "FLOOR DRAIN 4"FLOOR DRAIN / EXISTING SHEET METAL WALL — \ 1 4 "FLOOR -'_ o o EXISTING SHEET METAL WALL IL r \ n FLOOR OR ROOF DRAIN O 4 "ROOF DRAIN ly 4 "FLOOR DRAIN 1 "CW TO EXPANSION & MAKE —UP TANK F ) GENERAL NOTES DRAIN (FLOOR DRAIN 4"ROOF DRAIN © 4 "FLOOR DRAIN 4 "FLOOR DRAIN —�� 2 "W UP DN 1- 1 /2 "CW TO MAKE —UP TANK 2 © 4 "FLOOR DRAIN \X\ i \ 4' 2 "FLOOR / /� / • c.: .....i / r �+ 4 °FLOOR DRAIN 4 DRAIN DISPENSARY EMERGENCY WAT 1 1 /2 "CW TO COOLING TOWER yy / '\ +<.1] 1- 1/2 "HW,1- 1 /2 "CW & 3/4 "HWC DN STORA TANK —GE -- 1 _-T 99 REFERENCE DRAWINGS PENTHOUSE 3 PLUMBING PLAN REMOVAL PLAN PENTHOUSE #4 PLUMBING REMOVAL ; DOMESTIC WATER HEATER 0 SCALE: 1/8' =1' -0" N ® 1 "CW TO EXPANSION & MAKE —UP TANK 0 �1 14 "RD DN t�L 0 4'VTR & DN ® CI) 2"V DN 2 ( 2'V1R 2'VDN \I \i(/ 6 ) T & DN f� I v SCALE: 1/8" =1' -0° N CODE COMPLIANCE R APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES 1 "COMP. AIRS NI' U U 0 0 4 "RD UP b TO ROOF 7 DRAIN 4 "FLOOR DRAIN EXISTING SHEET METAL WALL 4 "FLOOR DRAIN �I��JJ Ell v v I > REMOVE DOMESTIC WATER HEATER (STEAM FIRED), HWC PUMP, PIPING, ACCESSORIES AND CONTROLS. REMOVE FLOOR DRAIN, PATCH FLOOR. REMOVE STORAGE TANK & ASSOCIATED PIPING. ® PROVIDE PLUG FOR DRAIN TO COVER THE DRAIN. FIELD VERIFY IF TRAP PRIMER FOR FLOOR DRAIN. IFOTRAP PRIMER ECONNECTIONT © © 4 "FLOOR DRAIN 4 "FLOOR' \ DRAIN / �( / \ ISG NOT INSTALLED, PROVIDE TRAP PRIMER LINE. EXISTING COMPRESSED AIR PIPING, HEADER, VALVES ES PIPING CONNECTED TO EXISTING AIRHANDLING UNIT. HANDLE PIPING CONNECTED TO 1ST AND 2ND FLOOR WITH CARE SINCE TERMINAL BOX PNEUMATIC ACTUATORS WILL BE KEPT. 4 VTR Sc DN �' 1- 1 /2 "cW DN [>J 1 "HW,1 "CW & 3/4 "HWC DN I -', CITY OF TUEKWILA (� REMOVAL MAR h ZO1Z PERMIT CENTER PENTHOUSE #5 PLUMBING REMOVAL PLAN® DOMESTIC WATER HEATER SCALE: 1/8• =1' -0' N ISSUE FOR CONSTRUCTION ACOFFMAN 8' 4' 0 4' 8' 16' 1601 Fifth Avenue Suite 900 Seattle. Washington 98101 -1625 206 623 0717 Fax 206 624 3775 ��- -` -- —� —� — _ SCALE: 1/8 ° =l' -0° SYM RENSION 01 APPROvED DATE Swe By DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 6 MPROu1D DRAWN MAN 02.01.11 suEMU PENTHOUSE PLUMBING REMOVAL PLANS CURRENT 11094515 SYMBOL — DATE 03.16.11 — 9 -96 AMU UPGRADE —ISSUE FOR CONSTRUCTION J/11094515 COFFMAN M. SO1URA 03.16.11 CHECKED 9. SOTURA 02.01.11 ® el__AFAIEZAW SHEET PM 11 OR JOB N0. COMP N0. APPROVED BY DEPT. DATE LMltk N6 ,,,'r 9-96 AHU UPGRADE BUILDING 09 -096.P MECHANICAL MASTER COL.E— J/5 -27 DEV. CENTER, WA C HECKED APPROVED MROVtD owc NO 09- 096— PM11OR DUAR1EE: 4/14/2009 6:34:34 AAA CONTROL VALVE SCHEDULE ?� PUMP (P) SCHEDULE v!' �7 MARK NUMBER SERVICE FLUID TEMP' 'F CAPACITY SIZE (IN) CONSTRUCTION MOTOR PUMP TYPE BASIS OF DESIGN SERVICE DATE REMAR ITEM 96 -CV -1 SYSTEM SERVED CHILLED WATER VALVE SIZE 6" ROTATION 90 DEG MAX FLOW GPM 355 MAX P.D. PSIG 35 TEMP. RANGE DEG F 40 - 60 REMARKS FLOW CONTROL IND. - DELTA P VALVE - 6 "EDP GPM TDH SUCT DISCH BODY FITTINGS DRNE TYPE HP VOLTS PH HZ RPM VFD* PUP1J6 DOMESTIC HOT WATER RECIRC WATER 120 5.0 25 1 1 BRONZE BRONZE DIRECT 0.25 115 1 60 1750 NO INLINE BELL & GOSSETT SERIES 60 START /STOP AS PROGRAMMED BY BUILDING DDC SYSTEM 96 -CV -2 CHILLED WATER 6" 90 DEG 355 35 40 - 60 FLOW CONTROL IND. - DELTA P VALVE - 6 "EDP PUP2J17 DOMESTIC HOT WATER RECIRC WATER 120 5.0 25 1 1 BRONZE BRONZE DIRECT 0.25 115 1 60 1750 NO INLINE BELL & GOSSETT SERIES 60 START /STOP AS PROGRAMMED BY BUILDING DDC SYSTEM 96 -CV -3 CHILLED WATER 6" 90 DEG 355 35 40 - 60 FLOW CONTROL IND. - DELTA P VALVE - 6 "EDP P-17 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0.75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 -160/2 NOTE: THE STEAM CONTROL VALVE SIZES ARE LISTED ON DETAIL 3/PM516, CONTROLS CONTRACTOR TO VERIFY SIZES. THE STEAM CONTROL VALVES FOR THE STEAM -TO -WATER CONVERTERS ARE PROVIDED BY SPIRAX SARCO AS PART OF THE LONG LEAD PACKAGE. P 18 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0.75 460 3 60 3487 YES NLINE GRUNDFOS Ups 32 -160/2 P -19 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0 75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 -160/2 TEMPORARY AIR HANDLING UNIT INFORMATION (FOR REFERENCE ONLY) P-22 ZONE SECONDARY WATER 180 26 30 1-1/2 1-1/2 CAST IRON CAST IRON DIRECT 0.75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 -160/2 AGGREKO CONTACT: LLC CONTACT: TRENT BRIGGS, (206) 498 -2350, trent.briggsooggreko.com SYSTEM CONCEPT: PROM DE (3) 30,000 CFM TEMPORARY AIR HANDLING UNITS TO SERVE EACH PENTHOUSE. THE AIR HANDLERS WILL ALL HAVE ELECTRIC HEATING AND CHILLED WATER COOLING COILS, WITH THE (2) COLD DECK AIR HANDLING UNITS HAVING THE HEATING COIL DEENERGIZED (NOT CONNECTED) AND THE (1) HOT DECK AIR HANDLING UNIT HAVING THE COOLING COIL DISCONNECTED. AIR HANDLING UNIT INFORMATION: AIRFLOW: 30,000 CFM 0 6.45" TSP COOLING NOMINAL CAPACITY: 120 TONS HEATING CAPACITY: 260KW FAN POWER: 50 HP ELECTRICAL: 480V/3PH/400 AMP BREAKER WIDTHH 9618" HEIGHT: 102" WEIGHT: 7200 LBS P-23 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0 75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 -160/2 P -24 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0 75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 16600 /2 P -25A CENTER & SOUTH BUILDING PRIMARY WATER 180 130 30 3 3 CAST IRON CAST IRON DIRECT 3 460 3 60 3513 YES INLINE s 80-1 60 UPS 80 160/2 PROVIDED AS PART OF C-2 SKID MOUNTED PACKAGE P -25B CENTER & SOUTH BUILDING PRIMARY WATER 180 130 30 3 3 CAST IRON CAST IRON DIRECT 3 460 3 60 3513 YES INLINE GRUNDFOS UPS 80 -160/2 PROVIDED AS PART OF C 2 SKID MOUNTED PACKAGE P -27A CAFETERIA WATER 240 100 20 3 3 CAST IRON CAST IRON DIRECT 3 460 3 60 3513 YES INLINE GRUNDFOS UPS 80 -160/2 PROVIDED AS PART OF C -3 SKID MOUNTED PACKAGE P -278 CAFETERIA WATER 240 100 20 3 3 CAST IRON CAST IRON DIRECT 3 460 3 60 3513 YES INLINE GR8-FOP UPS 80 0 160/2 SK PART OF C -3 SKID D M MO OUNT TED PACKAGE P -39 SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0 75 460 3 60 3487 YES INLINE UPS 32-160/2 P_40 ZONE SECONDARY WATER 180 26 30 1 -1/2 1 -1/2 CAST IRON CAST IRON DIRECT 0 75 460 3 60 3487 YES INLINE GRUNDFOS UPS 32 -160/2 NOTE: THIS INFORMATION WAS USED FOR PLANNING OF THE TEMPORARY AIR SYSTEM, IT IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY AIR UNITS TO COOL AND HEAT THE BUILDING TO THE INDOOR DESIGN AIR TEMPERATURES (78 DEGF SUMMER, 70 DEGF WINTER WHILE THE PERMANENT AIR HANDLING UNITS ARE BEING REPLACED. P 41A NORTH BUILDING PRIMARY WATER 180 76 30 2 2 CAST IRON CAST IRON DIRECT 1.5 460 3 60 3509 YES INLINE GRUNDFOS UPS 50 -160/2 PROVIDED AS PART OF C -1 SKID MOUNTED PACKAGE P -416 NORTH BUILDING PRIMARY WATER 180 78 30 2 2 CAST IRON CAST IRON DIRECT 1.5 460 3 60 3509 YES INLINE GRUNDFOS UPS 50-160/2 PROVIDED AS PART OF C-1 SKID MOUNTED PACKAGE ': CONTROLS CONTRACTOR TO PROVIDE VFD WITH BYPASS, POWER WIRING BY ELECTRICAL CONTRACTOR. STEAM TO HOT WATER CONVERTER SCHEDULE TAG SERVES LOCATION MWP (PSIG) CAPACITY (GPM) INLET TEMP 'F OUTLET TEMP 'F STEAM COND. UNIT POWER REQUIREMENTS APPROX WEIGHT (LBS) BASIS OF DESIGN SERVICE DATE REMARKS LB /HR PSIG PSIG VOLTS PHASE AMPS C -1 NORTH BLDG PH #5 15003007 78 155 180 1000 15 2 115 1 2 2,400 SPIRAX SARCO EASIHEAT PROVIDE PUMPS 41A AND 416 AS PART OF SKID MOUNTED PACKAGE C -2 CENTER/ SOUTH BLDG PH #4 15003007 130 155 180 1625 15 2 115 1 2 2,400 SPIRAX SARCO IHEAT PROVIDE PUMPS 25A AND 258 AS PART OF SKID MOUNTED PACKAGE C -3 CAFETERIA PH #4 15003007, 100 200 240 2000 15 2 115 1 2 2,400 SPIRAX SARCO EASIHEAT PROVIDE PUMPS 27A AND 278 AS PART OF SKID MOUNTED PACKAGE FOR REVIEWED - CCCE CO ®vLIA CE I �pp� 1S l,� I' L ApR 0 012 \ SEMI — INSTANTANEOUS WATER HEATER SCHEDULE TAG SERVES LOCATION IMP CAPAC[JY INLET OUTLET CONNECTIONS (IN.) STEAM COND. UNIT POWER REQUIREMENTS BASIS OF DESIGN SERVCE DATE REMARKS (PSIG) (GPM) ) TEMP 'F TEMP 'F CW HW LB /HR PSIG PSIG VOLTS PHASE AMPS WHP1 J6 DOMESTIC PENTHOUSE 15003007 18 40 120 1.25 1.25 720 15 2 115 1 2 PATTERSON -KELLY PK 06D DOUBLE WALL HEAT EXCHANGER PROVIDE W/ F &T TRAP. ASME (SECTION 8) VESSEL WHP2 J17 DOMESTIC PENTHOUSE 1500300': 18 40 120 1.25 1.25 720 15 2 115 1 2 PATTERSON -KELLY PK 06D DOUBLE WALL HEAT EXCHANGER PROVIDE W/ F &T TRAP. ASME (SECTION 8) VESSEL City of Tukwila 1 BUILDING ®' VISIO� - -- PLUMBING FIXTURE SCHEDULE MAR K NUMBER CONNECTION (INCHES) REMARKS BASIS OF DESIGN DESCRIPTION SAN VENT HW CW TYPE FIXTURE FD -1 FLOOR DRAIN VARIES VARIES - - 1 /2"TRAP PRIMER (SAN ONLY) SEE PLAN FOR SIZE Zurn ZN-415-S STRAINER: ROUND NICKLE- BRONZE FD -2 FLOOR DRAIN VARIES VARIES - - 1 /2"TRAP PRIMER SEE PLAN FOR SIZE ZURN Z539 -G FFD -1 FLOOR DRAIN VARIES VARIES - - 1 /2"TRAP PRIMER SEE PLAN FOR SIZE ZN- 415 -86 W/ ZN -329 BACKFLOW PREVENTER SCHEDULE CITY OF TU�LA MAR Z b Z��Z PERMIT CENTER MARK NUMBER SERVICE DEVICE SIZE (INCHES) TYPE CAPACITY BASIS OF GPM PD (PSI) DESIGN BFP F10 HEATING WATER FILL /MAKEUP 3/4 REDUCED PRESSURE 20 15 WILKINS 375 BFP G21A HEATING WATER FILL /MAKEUP 3/4 REDUCED PRESSURE 20 15 WILKINS 375 • BFP G21B HEATING WATER FILL /MAKEUP 3/4 REDUCED PRESSURE 20 15 WILKINS 375 ISSUE FOR CONSTRUCTION ACOFFMAN S eattle, Waehngtoo 981 01 910 2 5 206 623 0717 Fax 206 624 3775 SYM REVISION BY APPROVED DATE SYR RVflSION BY APPROVED DATE "DRAWN ACCEPTABILITY THIS DESIGN AND OR SPECIFICATION IS COFFMAN /GTE 02.01.11 SUBTITLE MECHANICAL SCHEDULES CURRENT REVISION 11094515 SYMBOL — DATE 03.16.11 — 9 -96 MU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA 03.16.11 °NECKED SOTURA 02.01.11 ® SHEET M 2 B APPROVED BY DEPT. DATE rW wNEw TITLE R T E 9-96 AHU UPGRADE BUILDING 09 -096 MECHANICAL MASTER DEV. CENTER, WA ce;LATOEZAW CHECKED APPROVED JOB N0. COMP N0. I PROVED DMG NO. 09- 096 -M2A i - A OB C - - OD E 0 G - H J 1 K I L I�(X M N LEGEND � RARRARC: 05/02/02 09:59 - - I - - T 00 D RAIN PIPING R ROOF D — W — SANITARY WASTE — V — VENT a— PIPE ELBOW, TURNED UP OR TOWARD c-+— PIPE ELBOW, TURNED DOWN OR AWAY 1 0 1 OFFICE OFFICE OF ICE OFFICE 12020011 OF ICE 1201E011 r OFFICE OF CE OFFICE 0 FICE OFFICE 1201J011 OF ICE OFFICE OF ICE OFFICE 1202L011 r__- OFFICE 120 MO11 GENERAL NOTES 1201B011 1201C011 1201D011 ----(1 1202F011 - 1 2013011 12020011 E1H01 1201K011 1202K011 1201L011 �-° -r r_-- f -- -- - -- -,-( --r - ----r )1 ) LB LC) OA I DATA WORK ROOM OPEN OFFIC 1 201E02 1 I 0 15021 1 DN STAIR J 0 12015041 1201J031 1 I c [/2.w Too I/4' COI /z. cw 1 • Fldl DN t t/ ' Cw DN LOUNGIMO CUSTODIAL g FOUNTAIN vrDN I REFERENCE DRAWINGS 20200•.R mg PEN OFFICE p201A031 1 201 FOAzl owIr•._y1N > u z• SW :, CEILING 1 c, ,, yin ^�� EN'S 1 12010051 11 5 J i " . a OUN� ,,.��� . dr) CONSTRUCTION NOTES MEN'S l∎D•1�1 �: s. <0 . ����� WASTE UP TO FLOOR DRAIN ABOVE VENT PIPE (TYP) [} i ,„ •.1 4,W 2[201E05 A E., Q. .© WASTE PIPE (TYP) ` ® 4" WASTE DN. CONNECT TO EXISTING 4"W ���� 4'W DN /' • • 4 0 �— I' T . PE • CW lE 3/' MC SEE DWG 4006 -ulzo I 'I • • • _ fib 2'V UP MEETING 4 W 0 e ° �I 1W I 1 4'W UP TO FD MEETING 1201J061 [ e I t II tt II tt \ �J `J �i� -� - r`� (LB 0 LC) To L�11 �� ;, = 0 \ 201C06 • 2 P 4"W UP TO FD -! 1.` E - NAr I • 1 4°W UP TRAINING RM I 1 2"V UP 3 TO FD 1201G071 J ail 4 _ _J 1 FLOOR PLAN SCALE: 1/8 ° =1' -0° —�- 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila OA ,2M1t6/ 2M111 REGEwL' CITY OF TUB 2M112 • MAR 2 6 2012 2M113 2M 114 PERMIT CENTER 2M115 KEY N BUILDING DIVISION ISSUE FOR CONSTRUCTION SCAL KW ACOFFMAN 8' 4' 0 4' 8' 16' N G I N E E R S Seattle, Washington 98101-1625 D Fos 1/8"=1,-0" srA� REVISION DATE SW � Br a DATE , BOE,��® gi I THIS o PT IL oR / SPECIF ICATION IS APPROVED DRAWN C. FiARREOAH DATE 4.12.02 suermE SECOND FLOOR PLUMBING PLAN CURRENT 1 094515 SYMBOL B p DATE 03.16.1 1 A B UPGRADE HOT WATER LOOP .4420139 -00 9 -96 AHU UPGRADE -ISSUE FOR CONSTRUCTION J/11094515 CH COFFA4W M. SOTURA 5.1.02 03.16.11 sNEEr 2M 110 AaaRCVEO ey DEar. DArc „nmEN TrrIE 9 -96 AHU UPGRADE BUILDING 09 -096.2 MECHANICAL MASTER COL. A -N/1 -7 DEV. CENTER, WA CNECNED APPROVED JOB N0. COMP N0. APPROVED DWG N0. 09- 096 -2M110 1 .. LEGEND l I 1(40 Ige KAP 2.26.01 T OO OO OO 4°- J / \T�J 1 \ 1 1 1 1 1 1 — RD — ROOF DRAIN PIPING — W — SANITARY WASTE V - VENT PIPE EOW, TURNED UP OR 1 c- - PIPE ELBOW, TURNED DOWN OR AWAY I 1 1 1 13 4"W / TO UP FD 1 1 e — pp�� BD 4'W UP TO FD r 3 •� .� W Y� 1 COFFEE RM -� I O 1 7 FO REVIEWED E ERAL NOTES COF ?EY WP •� W CODE COMPL ' I� APPROVED it APR O 1 2012 1 2° 2 2' 1 u 1 1 1 201D071 �k• # 1 201J07 1 1 4 °W UP TO FD - �I V TRAI ING RM I 4° 1 E1G07 1 11 v v_ _' i4" P FU - — I - 1 - I I I I MEETING _= 4 V UP-� 1 1° COMPRESSED AIR a - MO ■ 4�li =_ I MEETING MEETING I City of Yuma BUILDING UILDING DIVISION 1 REFERENCE DRAWINGS 1 1 1201C081 1 12010081 1 1 1 1 1 201J08 1 201K08 1 -1 1 I -- - -4°W UP-1 TO FD 11- 1/2 °GW UP - — =_ _ 1 1 - - - 1 T - I - - - OPEN OFFICE I -- 1 - - — - - OPEN OFFICE 12017091 /� p 1 - - ili. - — - p� iW - I 11 - \) 1 CONSTRUCTION NOTES 1 V 2° 4,NR MEETING 1201A071 "CW 12016101 1 UP I 1 1 1 r I U 1 1 1 I - - - T- 1 - _00) 1� WASTE UP TO FLOOR DRAIN ABOVE (TYP) (> VENT PIPE (TYP) WASTE PIPE (TYP) 1 1 t I 1 +.11 4 °W DN I I 1 1 1 1 - -} - - - ] - 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —�—fr 1 I 1202F1101 I \L 1 IJ 1 I 11 1 n OF OFFICE OFFICE OFFICE ICE MEETING 1201A111 1201C111 1202C111 120'D111 12020111, I II -I -- -T- 1 1 II @ 1 2M110 O 0 , ,, , ; � 2M111:. FLOOR PLAN L) 2M112 • SCALE: 1/8"=1'-0° CITY OF TUIWILA 2M113 MAR 2 b 2012 2M114 PERMIT CENTER 2M115 KEY PLAN ISSUE FOR CONSTRUCTION 0 4fOFFMAN 8' 4' 0 4' 8' 16' 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 Se 206 623 0717 Fax 206 624 3775 SCALE: 1/8 ° =1' -0° SYM REATSKM Br APPRO+EO DATE TN REVISON BY APPROVED DATE 1 g)LANSWIAW® ACCEPTABILITY TH6 DESIGN AND OR SPEORCATION IS D DRAWN K. BUN BATE 8 -8 -96 SUBTITLE SECOND FLOOR PLUMBING PLAN CURRENT RENSx1N 11094515 SYMBOL - DATE 03.16.11 — 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 7+11094515 COFFMAN M. SOTURA 03.16.11 R. SQUIRE 8 -8 -96 SHEET 2M111 APPROVED BAY DEPT. GATE wClNttN TIRE 9 -96 AHU UPGRADE BUILDING 09 -096.2 MECHANICAL MASTER COL. A- N/7 -12 DEV. CENTER, WA CHECKED = APPROVED JOB N0. COMP N0. - APPROVED - DWG Na 09- 096 -2M111 . ' Iz1 LEGEND RARRARC: 04/23/02 10:30 O ® O Op O 1 © �/ ® H O H O O O O RD — ROOF DRAIN PIPING - W SANITARY WASTE V — VENT o.— PIPE ELBOW, TURNED UP OR TOWARD c PIPE ELBOW, TURNED DOWN OR AWAY 3 /8 "BAL VALVE J I (12 GENERAL NOTES a 5 AIL Th01D1 �1 0 , 2 A—.- _ I- J CORRIDOR W VAI. &'• AFF Ili ' �6 ]I (13) 20 G131 1 201Al2 1 1201C121 ��� OFFICE OFFICE OFFICE 1202K131 < IIIIIIIIIIII ON 1201G141 2 STOP 5 -0' 2001L13 1111 1 201J131 201K131 — 7 1 1/2 1/2 DN , 1-HW VALVE w /S10PYwASTE 5 -0" AFF II MEETING ROOM MEETING ROOM 1201K14 14 REFERENCE DRAWINGS •Ti.1 •„ 1 201J14 �\ ��-�� \^ NW MEETING ROOM 1 201L14 1 1201A131 d 1201C131 d 201RAGE I 1 2 t/t. & . 3 /�4'H�W DN VI 1S El _:::,_._ 201G15 I e0 P 0 P P 'I Ia ----- _— — 1 V �� d JJJ �, _ 1 1 1/2' 1 1/4' t/2 /2'rl1j1 1/2" 2 1 1. 1 "HW 2 ELEV. 40.0' , ( ) r CONSTRUCTION NOTES -.1 DUI► x ? IuI� 3/4' ABOVE lei I 11, kV. III 14 J 4" WASTE DN. CONNECT TO EXISTING 4°W �� �) �� �J`� ������ m 0 CEILING I I► e� II - U III t 2.�iiij pg I0n1 pjI1I!. lu ❑� 1 1/4' 1 MEETING ROOM �I 1111 itu:�� et .�' w (TYP) 1 201A15 1 1201C151 . FROM p. NI Li ID Iii,.1,„ rilliWI .FFICE OFFICE OFFICE E 7. Imo �J 1 /2"CW DN M � O . ��H� 1 2 ABOV E OFFICE � 1 `' �p/� REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION (Y) (Yj ,•4 201K16I 1202K161 /2 " 1201C16' '4°W 2F- -i �l C�NG < /boa r + i' gE + 0 �� i -.1 CA 1 A 1- 1 UP Ti PENTHOUSE C - ( . j I /2'CW t 1/2' HW TO 'ENTHOUSE 4 SST FLR. ��- �� Yy'Y .� 1 2 DN :iv r X3 /4 HWI, IU Hf�IHUUSL 17 HWC • 2M11D o ' HW 4" HWC /® C<ELEV 40.0 1 2M111 % /i 2M11i • RECIvEi) CITY OF TUKVVILA 2M113 FLOOR PLAN MAR 6 2012 2M114 m SCALE: 1/8 " =1' -0° 2 0 2M115 PERMIT CENTER KEY PLAN O ISSUE FOR CONSTRUCTION �COFFMAN 8' 4' 0 4' 8' 16' 1601 Fos Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SCALE: 1/8 " =1' -0" svN REVISION B APPROVED DATE srNW BY APPROVED DATE �0�,��® el ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED C. HARRAH 412.02 SDBrmE SECOND FLOOR PLUMBING PLAN CURRENT 11094515 SYMBOL B B DATE 03.16.11 A B UPGRADE HOT WATER LOOP Jp420139 -00 9 -96 AHU UPGRADE -ISSUE FOR CONSTRUCTION J�11094515 CH COFFMAN M. SOIURA 5.1.02 03.16.11 nom) SHEET 2M 112 APPROVED �, DEPT. �� °o41NLLN TITLE 9 -96 AHU UPGRADE BUILDING 09 -096.2 MECHANICAL MASTER COL. A— N/12 -17 DEV. CENTER, WA OHEORED APPROVED JOB NO. CONP N0. APPROVED DWG NO. 09- 096 -2M112 C1891A: 06/13/05 13:30 - - - - -- -- REVIEWED FOR LEGEND 13a� ( T © I 1 L-- — — — — O I 1 "CW UP- 1 f� r 1 G 1' I 7co �, > 1 1 ' 4'1V K \ �` L M CODE COMPLIANCE APPROVED - RD — ROOF DRAIN PIPING APPROVED W — SANITARY WASTE V VENT N cm— PIPE ELBOW, TURNED UP OR TOWARD C.— PIPE ELBOW, TURNED DOWN OR AWAY City f BUILDING DIVISION ll , — — — — — — 2"V D■ 4'YJ U. — — — --i- ,^ Ie.— — — 1.© 1.1 HW ABOVE CEILING 3/4' HW RECIRC. ABOVE CE�INC — — — (.l 7 GENERAL NOTES J' / — �I 1 1 Z TO FD I I I ,� 1 I " 1 © TO FD DATA 1201F171 ;� 1 ' 1 1 a U 1 4"VTR V . �■ 1 1 - I I TO 4 UP FUP 1 1 ■ 0 I 2'V UP- >- 1 4 "W DN 2 "V UP- i1f , , / /I` _ _ -- 1 � i _ TO FD 2 ' l - - OPEN OFFICE — — 1 1 13 1 • - - - REFERENCE DRAWINGS I © U- 0 FD I 1 l SEE DETAI 1 1 1 1201J141 2M11344010 -M6 2 "V UP 1]FETI18 t V2 1 1 1 1q W D IF 1 <01 F18 1 /_\ WI , I TO FD 11 �� SEE DETAIL 1 _ 1 `` 1 ' 4„ 1 r 111 1 ( 19) 1 CONSTRUCTION NOTES WASTE UP TO FLOOR DRAIN ABOVE (TYP) 2M113 4010 -M6 o SEWER 4" _, `�`,• I I ' N a`� :7-1:-_--- i 1 ������� 1 MEETING I 1 1 RFP 110 P 2"V UP I,,,pppW FD MEETING I1 SEE DETAIL & 201J191 1201K19 2M113 4010 -M6 2t�11 - - - SEE DETAIL Al II 1 4010 -M6 1 2"V UP—, 1- t_ 2 TO JD _ 1- i /2'CW UP I- - .- I - -1--. — — _ - - I O) VENT PIPE (TYP) � WASTE PIPE TYP ( ) 1 I (21) 1 Q Q V ' 4010-M6 1 "BALL 1 _ I I I 1 1 2M113 3/8 VALVE 1 2" 1 COFFEE ROOM 1 1201J201 1 201 G20 1r.r i s 1 __a-- �VW , C7_ FD 1 4 "W DN q^ -- 1 1 1 - I 11 - - - -r 110:411233g. i - -Ill "W 1 I—. 2"V UP rr• \S!M. I '.r�_.�■■ `jw�I' {III 1" HW ABOVE CEILING . ,— —II 4 UP I� 7 V TO FD /1 I SEE DETAIL ¢ v q"y� Up D 2" V 11'1" I < e111111 4'• UP FD J4° HW RECIRC. ABOVE CEILING 1 1 2M113 4010 -M6 2'Y UP I/t ��� I — : 1 1 /2 °CW UP MEETING 201J211 __ 1" ,- _"\ ,1 II ,ii uem ���i���lllllll�ll • =7 `r "W , —= i 2M110 Q CA I I 1 "CA \____,/ I— _/ 4 SEE DETAIL SEE DETAIL UP RFP TO FD / f, 2M111 REGLivEu 2M112 e 2M11344010 -M6 2M113 4010 FLOOR -M6 r r i OF TUK VILA PLAN MAK 2 2012 . , , /2M„3 2M114 m SCALE: 1/8"=1'-0" ® PERMIT CENTER 2M115 m KEY N ISSUE FOR CONSTRUCTION O COFFMAN 8' 0 4' B' 16' 1601 Fifth Avenue Suite 900 _4 ==-= _ —_ Seattle, Washington 98101 -1625 - - -- 206 623 0717 Fox 206 624 3775 SCALE: 1/8 " =1' -0" SYM �veJax �Pawm DATE SYU� APPROVED �� g3LAirt7EAVG ® • ACCEPTABILITY THIS DESIGN AHD //OR SRET CA110N IS APPROVED DRAWN . HARRAH 4.18.02 suermE SECOND FLOOR PLUMBING PLAN TIRE 9 -96 AHU UPGRADE BUILDING 09 -096.2 MASTER COL. A- N/17/22 DEV. CENTER, WA ouRRE'" 1 Ol 9 515 SwBa B B DOTE 03.16.11 A ASDL LAB - RELOC WALL 55653800 HARR 08/10/05 CHECKED WGINEEN 8 9 -96 AHU UPGRADE -ISSUE FOR CONSRtUC110N Jj11094515 COFFMAII AI. SOTURA 03.16.11 SHEET 2M 113 APPROVED �• 0�• ogre CHECKED /JsPROVED JOB N0. CDNP N0. APPROVED MG C NO. 09- 096 -2M113 • . LEGEND il 10 1/1 T. Z N 1 I c? P 1 I 1 I I 1" COND. DRAIN I 1/2° GW pc) 1 I 1 I I I Opc2) — RD — ROOF DRAIN PIPING — W SANITARY WASTE Op I — V VENT o — PIPE ELBOW, TURNED UP OR TOWARD 1 I 1 1 1 c— PIPE ELBOW, TURNED DOWN OR AWAY I I I 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION GENERAL NOTES — I ( -- II 1 -- li i I I o _ �� I _ - - — — — - - - -IF - t I 1 I - - - - - -(2 1 -- -' —' -- I jzO,F221 —f} � —' V--u I I I I I I OPEN OFFICE I I ,Ti,„----,,,_, 1201J14I — — — — — — — — — —I — I — I I I I I I I OF CE — — OFFICE — 0 ICE OFFICE � — - - -- �'„ 4 "W UP TO FD MEETING r 201'23 I202A23I 20 C23 1202C23 12G'UL3I 1202D231 . _ T r ==I I1 B c c� I I ( j REFERENCE DRAWINGS = _ 4 "W ON — - - -- - - - -- I HW 13/4' 11/C ABOVE CEILING I 1 I ABOVE CEILING I I I — 11 -- ------ - - - - -- A — 1 I I I I I I I 1 ( 1 — I j I 1 1 'g — 2 UP 'Ye I I I 2" .f 01 ° � 2 'V . e 4 UP— 1 OFFICE V P ' V c [� �IIa U P i • ,,, r 11 4°W UP 1 TO FD L n o n " pIIL '• 25 i- I % -- L) -- -- - - - - -! - -1- -------- - - - -- �.. .--- - - -rA_ 11l 1 l -- -- i -- 4 "W DN ��c , 2" -ice ------ - - - - - -T — r- --'=*. - - -- — - - - ----- 2v UP -b 1 MEETING 1 II I I ( I=-- CONSTRUCTION NOTES 1 I 1 1 1 I I I 1 1 1 I I I I I C> WASTE UP TO FLOOR DRAIN ABOVE (TYP) I j I2014251JP� 4-w U• to t 1111 I ( I T° 4"W UP `_ 1 WALKWAY I j I [] VENT PIPE (TYP) 1 I TO FD / I zo1 Fzs l ABOVE 1 ) I 1 1 I WASTE PIPE (TYP) CEILING Ill■ — I —___1_ _H - -- -- es1 "COMP AIR UP wii ITO PENTHOUSE 1 I — - -- -mss -- - - -- _ - - - -- _y- L2 34'xt2'R HwC "'1 (MOISTURE DRAIN) I �_ 26 �� i'—�- - -�• •+ 1 1 B n u u I iI 'W MOISTURE DRAIN I (� • 1 1 _ ®BOTTOM / RISER. 2 IOF 01D26I� 3 4' AB EN CE LINGO I DRR1 j 1201)26 IMEETING 1/2'HW D /;861 �1 n n I 1 —t/2 Rs - - 1 22o,H 291 -- I h All. ,I hI ---- ------ I I - - - -— I I i — i—�7 2M110 0 0 ED m I I I 1 I 1 1 I 1 I 1 LB LC , 2M111 2M112 FLOOR PLAN REGklvtl) 2M113 CITY OF TUI(VlnLa 1,4, SCALE: 1/B• =,' -0° MAR 2 62012 2M115 PERMIT CENTER LAN ISSUE FOR CONSTRUCTION O ACOFFMAN 8' 4' 0 4' 8' 16' 1601 Fifth Avenue Suite 900 l!• -- _ —_ _— Seet23 Washington 206 62 37 -- - -. 206 623 0717 Fax 206 624 3775 SCALE: 1/8 ° =1' -0• SYM REVISION FY APPROVED DATE SYM REVISON Br APPROVED DATE ® g)LA5147EFAW ACCEPTABILITY THIS DESIGN AND/OR SPEdFlGTION IS APPROVED DRAWN RAH G4�.18.02 SUBTITLE cuRRENr aENSaN 11094515 svMea p B DATE 03.16.11 A UPGRADE HOT WATER LOOP Je420139 -00 CH 5.1.02 z;RECRED WHLLN SECOND FLOOR PLUMBING PLAN T"LE 9 -96 AHU UPGRADE B 9 -96 AHU UPGRADE —ISSUE FOR CONSRTUCTION J�11094515 COFFMAN M. SOTURA 03.16.11 SHEET 2 M 114 PJ' RO tO ey DES. DAB CHECKED APPROVED BUILDING 09 -096.2 JOB NO. COMP N0. APPROVED MECHANICAL MASTER COL. A— N/12 -17 DEV. CENTER, WA DWG NO. 09- 096 -2M114 LEGEND )6 OP 1 � DUARIEE: 4/14/2009 6:34:34 AM 27 4 "RD DN 26 ( 2'V DN 2'V DN 1 "COMP. AIR , 4'VTR & DN CONNECT NEW 2 3 /4 "CW TO EXISTING CW 24 AT FLOOR, PROVIDE SHUTOFF VALVE AT -LOOR �4'VTR & DN 41r- 2"V DN 23 22 2 V DN 4 "RD DN 21 2'V DN 4'VTR & DN 00 2"VTR 2"V DN 2'V DN 9 2'VTR & DN 2'V DN 8 1 4"VTR & DN 2'V DN / 1"COMP. AIR 6 — A — COMPRESSED AIR. PLANT — C — CONDENSATE RETURN (GRAVITY) —CW — DOMESTIC COLD WATER —HW — DOMESTIC HOT WATER SUPPLY —HWC DOMESTIC HOT WATER CIRCULATING l —PW — PROCESS WATER _ EN , �— ___ c RD ° • RD • • E) — RD — ROOF DRAIN ( C V VENT HOSEBIBB ®� 4 "FLOOR 2'V 4'FLOO�® Pd- F ±18 "AFF 4 "FD -2 �/ DRAIN EXISTING SHEET cl\ 4 "FD 2 ^ METAL WALL 11 4 "FLOOR DRAIN 0 �- EXISTING SHEET 4''FLOOR / METAL WALL (DRAIN I > "FD 1 "CW MAKE -UP \ ) p ) ® 4 -2 �, r �. 4 "FLOOR DRAIN — W — WASTE 0 VENT THROUGH ROOF O FLOOR CLEANOUT FCC ® FLOOR DRAIN �I BALL VALVE, OPEN 0.- PIPE ELBOW, TURNED UP OR TOWARD / c� PIPE ELBOW TURNED DOWN OR AWAY -( V) 9 POINT OF CONNECTION 4" UP TO ROOF DRAIN if ��� �. ( I J �' HU F`' ii7}- -i - T 7 H 1 j { { UP To �- �, - - m - ■ ' E. H f I, - + : -- .1 ii -° J HU I ?l ROOF DRAIN' . ® 4 � -! .- - J 4 "FD 2 © ,�,�f I- ‘--T1—.--1 -I 1 ' -1 i -1 r1 ! `- f HU 1 - %I f s'i) 7-1- i Yh'i Ili 1111 m 11 —II I { I L H -LI _ c 3/4 4 "FD 2 4 "FLOOR DRAIN \ / x, / \ / I J J III I, I .I h I L-- J F I 11 i -� I m it II I IT_�u r'--' I-I I� 1 -i I HU- / f l' 'J I CAP ~ n L•,© COMBINATION BALANCING VALVE &SHUT -OFF VALVE IN RISER DRY FIRE SPRINKLER ALARM VALVE TP TRAP PRIMER = ® 4 4, —Jl CONNECT TO EXISTING 1- 1 /2 "CW AT FLOOR 6 J 1111 J I i_ ( IL - - I —% HB HOSE BIBB REVISION INDICATOR O H (H ) j -'IL 1. ^' ., 4" UP TO ROOF DRAIN 1- 1 /2 "CW TO COOLING TOWER _u �., ,,,J t t``�L J " 4 F� 2 1/2" e 4 FD -2 1'� ® / I. _4)1•1• �C -1 H� ® 2'FED 2'V UP &DN i� 2"W UP & DN PENTHOUSE #4 PLUMBING SEE DETAIL ON 11�p2 �• 114101 ) DRY FIRE 4" DOWNSPOUT SPRINKLER ALARM VALVE WET FIRE PENTHOUSE #3 PLUMBING PLAN DWG PLAN HOSEBIBB M514 •B7 EXPANSION TANK t18 "AFF WET FIRE SPRINKLER RISER SPRINKLER RISER SCALE t /8 " =1' -0" SCALE. 1/8 " =1' 0" N GENERAL NOTES CD C) row MAKE -UP WATER (9) 4 "VTR & DN 1 "COMP. AIR' 8) (7) �' :' 6) 5 REFERENCE DRAWINGS 4 'RD DN 2"V DN 2 "V DN 2'V1R & DN M514 DETAILS 0 —= e. I , 4 "FLOOR DRAIN' s (E) .v CONSTRUCTION NOTES i } ( UP TO \ EXISTING SHEET METAL WALL_ �11 J 4 "FD 2 4 ! I 7() Li PROVIDE NEW FLOOR DRAIN. GENERAL LOCATION FD -2 SHOWN, COORDINATE EXACT LOCATION WITH FINAL EQUIPMENT LAYOUT. THE FLOOR DRAIN FOR THE ^r REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2012 City of Tukwila BUILDING DIVISION COLD DECK AHU SHALL BE LOCATED NEAR THE COOLING COIL. THE FLOOR DRAIN FOR THE HOT DECK AHU SHALL BE LOCATED NEAR THE HEATING COIL. PROVIDE DOMESTIC CW, HW & HWC PIPING AND CONNECT TO EXISTING AT FLOOR. D EXISTING COMPRESSED AIR PIPING TO REMAIN. ® PROVIDE TRAP PRIMER CONNECTION AND DRAIN PLUG FOR EXISTING DRAIN. DRAIN IS NORMALLY PLUGGED AND IS ONLY OPENED FOR EMERGENCY WATER REMOVAL. 5 MAKEUP WATER ASSEMBLY MOUNTED ON UNISTRUT AT END OF CONVERTER STATION HOUSKEEPING PAD. ROOF DRAIN — 1/2" T I - I L_ - ] _- Pr �a-�' r�� _, I - J HU_ A __ ._ F' 1--` — -hi n — - f = • ©— - 4 "FD 2 3/4" 'Q (4j L _1_1 � ' I ! 1 I II 1111 III -+I L� -- ' I I 1 - r k\ (v) v • 4'V R & DN �_\ I L_ ' VALVE BALANCING CONNECT CONNECT TO EXISTING 1 1 /2 "CW AT _ AHU VALVE IN RISER G7 4 "FD 2 - 1/2 "4 "FFD- I REGtivtu © ELECTRIC TRAP PRIMER, SERVE EXISTING AND NEW CITY OF TUKW ILA, FLOOR DRAIN TRAPS. ROUTE 1/2" WATER TO TRAP t� ■ I2'V UP &DN • • 11 _TT HA ( H) PRIMER AND USE DISTRIBUTION HEAD WITH { J) MAR 2 b 2012 AND TINEW FLOOR DTRANS ABOVOEN2NDTFLOORISTING PERMIT PERMIT CENTER "AFF DRY FIRE © HOSEBIBB UPI ±18 PENTHOUSE #5 PLUMBING PLAN SPRINKLER �6 ALARM VALVE SCALE 1/8 " =1' -0" O yyJ6 EXPANSION TANK ISSUE FOR CONSTRUCTION • CwwA `, OI•fMAN N G I N E E R S 8' 4' 0 4' 8' 16' WET FIRE J6 SPRINKLER RISER SEE DETAIL ON DWG M514 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SCALE: 1/8 " =1' -0" SYM REVISION BY APPROVED DATE SYM REVISION BY *PROVED DATE ACCEPTABILITY DRAWN COFFMAN �1E 02.01.11 SUBTITLE PENTHOUSE PLUMBING PLANS Ri 9 96 AHU UPGRADE BUILDING 09 -096.P MECHANICAL MASTER COLE- J /5 -27 DEV. CENTER, WA CURRENT REVISION 11094515 SYMBOL - DATE 03.16.11 — 9 -96 AHU UPGRADE —ISSUE FOR CONSTRUCTION 411094515 COFFMAN M. SOTURA 03.16.11 PHIS DESIGN AADARG SPECIFlCADON IS ROVED H. SOTURA M. $OTURA SIN 02.01.11 OE,NC® SHEET P M 110 APPROVED BY DEPT. DATE g;LA 'HM . APPROVED JOB NO. COMP NO. APPROVED DWG No' 09- 096 -PM110 '. THREADED CAP FOR PRIMING LEGEND DUARTEE: 4/14/2009 6:34:34 AM - - I -- - & CLEANOUT (TYP) T1 % /SCI Kie2 TEST PLUG �J FROM AIR HANDLER IcfiI BALL VALVE THE FOLLOWING DUCT FITTINGS ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR OTHER FITTINGS A (TYP) L �a GATE VALVE PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED. TO FLOOR DRAIN B (TYP) A 2 -WAY CONTROL VALVE Lei BUTTERFLY VALVE DUCT ELBOWS OFFSETS BRANCH DUCT TAKEOFFS " NOTE: C.3 GATE VALVE WITH HOSE CONNECTION OFFSETS (TO AVOID OBSTRUCTIONS) W/ MINIMUM PRESSURE DROP 1. SLOPE ALL DRAIN PIPING PER CODE, BUT NEVER LESS THAN 1 %. W ARE REQUIRED BUT ARE NOT m AUTOMATIC FLOW CONTROL VALVE R =1/2W NECESSARILY SHOWN ON THE M, =/R RECTANGULAR 2. TRAP DEPTH DIMENSION "A" SHALL BE THE MAXIMUM POSSIBLE NEGATIVE PRESSURE IN THE UNIT PLANS. DUCT AT THE DRAIN OUTLET (IN INCHES W.G.) PLUS ONE INCH. IF THE PRESSURE IS POSITIVE, "A" DUCTS W/ AIR VELOCITY . UNDER 1,500 FPM � 5 CONICAL SHALL BE ONE INCH. m� WYE STRAINER (W/ DRAIN VALVE) R=-W In SPIN -IN ROUND DUCT 3. TRAP DEPTH DIMENSION "B" SHALL BE HALF OF "A" PLUS ONE INCH IF OUTLET IS UNDER THERMOMETER MAX. 15' DUCTS W/ AIR VELOCITY ROUND OR OK ONLY UNDER 1,500 FPM RUNOUT TO SINGLE NEGATIVE PRESSURE. IF THE PRESSURE IS POSITIVE, "B" SHALL BE THE MAXIMUM POSSIBLE E- DIFFUSER OR PRESSURE (IN INCHES W.G.) PLUS TWO INCHES. 1/2" 2 -WAY PRESSURE II UNION " FOR INDEPENDANT GRILLE ONLY VENTING ----4 CONTROL VALVE OVER 1,500 FPM AND RECTANGULAR ALL DUCTS UPSTREAM OF TERMINAL UNITS AUTOMATIC AIR VENT (WITH DRAIN) /� �� COOLING COIL CONDENSATE TRAP DETAILS - - _ 45' OR 90' D "x12" PANEL T- III D =1/2W, BUT NOT ACCESS PANEL SCALE: NONE �PM515 > r�l► HANGER ROD - HANGER ROD 12 ACCESS ON BOTTOM OF DUCT RADIUS ELBOWS MORE THAN 12" �_ r� OK MEMORY STOP CHILLED WATER RETURN WI JAM NUT W/ JAM NUT W IM A EXTRACTOR ADJUSTABLE FROM OUTSIDE DUCTWORK. CLEVIS HANGER U(1/3W NDER 3,000 FPM) VANES. REQUIREDRFOR OBTAIN PRIOR APPROVAL 'I RETURN AND EXHAUST DUCTS I�� FOR ALL RETURN & EXHAUST LOCATIONS Xi CLEVIS HANGER CHILLED WATER SUPPLY TURNING VANES ��, OK ONLY OBTAIN PRIOR 11 OVERLAPPING PIPE INSULATION CUT •_; PIPE INSULATION - TURNING VANES UNDER 1,500 FPM APPROVAL FOR ALL RETURN AND EXH. LOCATIONS 3" CHANGE OF DUCT SIZE ACCESS PANEL (TYPICAL) GALVANIZED SHEET TO FIT AROUND UPPER HALF OF METAL PROTECTION PROTECTION SADDLE a;, REQUIRED FOR RETURN DWI` 3, E'•'••'•••••••••••••••'•••'•lr; �--� i I .SHIELD �� 1111" 6„ ilh„..mall, :I,,,,,,,m, OVERLAPPING BAL. VALVE (TYP) '.':; GALVANIZED SHEET METAL PROTECTION SAME SIZE AS PROTECTION ; ; \!j:;:' SHIELD _ ��.;':' ; 'i PIPE HIGH DENSITY & EXHAUST DUCTS MAX. 15' R =1/2W DRAIN PANS DUCTS W/ AIR VELOCITY (TYP.) TRANSITION UNDER 1,500 FPM II I HEADER CONN. (TYP) SADDLE DOUBLE THICKNESS LOWER THALFNOSFRT JACKET BOTTOM PIPE LOCATE RISERS SO AS TO NOT INSULATION INSERTED BLOCK COIL REMOVAL IN SADDLE CAVITY R=W CONICAL SPIN -IN NOT LESS THAN TWICE DUCTS W/ AIR VELOCITY -- 3" -- �_ -- TRANSITION THE DUCT AREA TO CONNECTION OVER 1,500 FPM AND DUCTS UPSTREAM OF I L___________k ,All_ END TAP SIZE AT LEAST TERMINAL UNITS 50% GREATER THAN AREA OF == I, cia I == i. ��` 1/2" DRAIN AT _ LOWEST HEADER 'A' 'B' SMALLER DUCT DRAIN PAN DRAIN PAN CONNECTION DETAIL DETAIL (FLOW OR RETURN) HOT PIPE 4" DIAMETER AND LARGER HOT PIPE UNDER 4" DIAMETER (60' F & HIGHER) COLD PIPE ALL SIZES 2" TO FD DUCT FITTING REQUIREMENTS 1 CHILLED WATER COIL PIPING DIAGRAM PIPE HANGERS — INSULATED PIPE DETAIL SCALE: NONE dPM515 SCALE: NONE i PM515 SCALE: NONE PM515 _ �� C FOR I ��1 - 2 -1/2" 1-PS (1" PH#5) HW 1 -1/2" 3/4" TO MAKEUP WATER CONNECTION 125 PSI RELIEF VALVE ON PUMP PACKAGE, SEE DETAIL 6 /PM516 EXTEND TO FFD 3/4^ tY 1 •� I 1-1/2" I�^ TEMP. TO FFD VT T & P RELIEF (1" PH#5) AI 1 C14 RELIEF • Da II r1p ,. VECTOR "FA- 600AL" • ` ®® CODE Co ' L OSyIS ®�CE I APR A R O (�q 3 2Q,2 WATER METER WITH COUNTER & PULSE CONNECTION TO 0 BAS FOR 1\ 0p ! A A �q g� \ �� 3 /4 „CW� s1�'L� pry1®.��1ro 1p(�a ��� F • V6c�] LLIiVOsB® . CONTROL 1 I ' - n.. TO FFD EXPANSION TANK CAPACITY TOTAL 6.4 GAL. ACCEPT VOLUME 3.2 GAL. 3 ® '�► (PH #5) BYPASS FEEDER Illi . e Y 5 -GAL, 300 PSI, 3/4" TO CHEMICAL 300 DEG. F FEEDER RETURN CONNECTION ON PUMP PACKAGE e ,., 3 x my (PH# 5) 0�I 1917 SEE DETAIL 6/PM516 - LOCKING T 1 - }- --1 = f T HANDLE � HWR I ' ria I 1 BALANCING/ v HOSE END ELEVATE FOR FREE SHUT -OFF VALVE F &T TRAP 8” FUNNEL RECtivEU 1- 1/4 "D, EXTEND TO FFD CITY OF TUKuuII A. M A 9 MAK d 2012 PERMIT BALL VALVE DRAINAGE OF CONDENSATE �I I d t'''I 3/4" TO CHEMICAL FEEDER SUPPLY 2" CONNECTION ON HWS I O1 CONNECT TO (E) 1 1 /2 "CW (1" PH #5) CONNECT TO (E) 3 /4 "HWC 7H��F- - -y=�� PUMP PACKAGE, • SEE DETAIL 6/PM516 CONNECT TJ HOUSEKEEPING PAD 1 /2 "HW _�� PER STRUCTURAL (1" PH#5) ( CENTER 4 FFD I I DOMESTIC HOT WATER DIAGRAM— PH #4,PH #5 MAKEUP WATER /CHEMICAL FEEDER DIAGRAM (-6,- ISSUE FOR CONSTRUCTION ACOFFMAN Seattle, 206 RR S 601 Nt1hGAvI N SuiteEeo 623 0as Washington 98101-1625 25 SCALE: NONE PM515 SCALE: NONE PM515 ( ,• SW REVISION BY APPRfNm DATE SIN REVISION BY *PROVED DATE ACCEPTABILITY 1HIS DESIGN AND //OR SPECIFICATION IS APPROEED DRAWN coFFMAr1 DATE 02.01.11 SUBTLE DETAILS TIDE 9 -96 AHU UPGRADE BUILDING 09 -096.P MECHANICAL MASTER DEV. CENTER, WA CURRENT REMSON 11094515 SYMBOL - DATE 03.16.11 - 9 -96 0110 UPGRADE -ISSUE FOR CONSTRUCTION J'11094515 COFFMAN M. SOTURA 03.16.11 N. SOTURA fENMINEEH 02.01.11 SHEET P M 515 AF0 E,AIG ® _ APPROVED BY DEPT. DATE g 'CHECKED APPROVED JOB NO. COMP NO. APPROVED DWG NO. 09-0964)M515 09 -03 -2013 DANIAL MA 18802 80 AV S KENT WA 98032 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. PG12 -049 BOEING #9 -96 9725 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/05/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/05/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, '71° Bill Rambo Permit Technician File: Permit File No. PG12 -049 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206 -431 -3665 *ERMIT COORD COPIIf PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -049 PROJECT NAME: BOEING #9 -96 SITE ADDRESS: 9725 EAST MARGINAL WY S DATE: 03/26/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Pb is /o s Structural Fire Prevention n n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 03/27/12 Incomplete n 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 No further Review Required n REVIEWER'S INITIALS: \ DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 04/24/12 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 Contractors or Tradespeople Pter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SHINN MECHANICAL INC 4252039800 18802 80 Th Ave South Kent WA 98032 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601585839 Active SHINNMI060QP Construction Contractor 11/17/1994 11/4/2013 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JEMCOI *984CF JEM CONTRACTORS INC Construction Contractor General Unused 2/6/2002 2/11/2014 Active AYATCCL905C3 AYAT CONSTRUCTION LLC Construction Contractor General Unused 2/23/2010 2/23/2012 Out Of Business Business Owner Information Name Role Effective Date Expiration Date SHINN, MICHAEL D President 11/17/1994 Amount MOE, JENNIFERT Secretary 12/19/2011 CWP2913785 GILMORE, DONALD J Vice President 11/23/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 HARTFORD CAS INS CO 52BSBDN1736 11/17/2005 Until Cancelled $12,000.00 11/03/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Continental Western Ins Co CWP2913785 11/21/2011 11/21/2012 $1,000,000.00 11/18/2011 3 Continental Western Ins Co CWP2913785 11/21/2010 11/21/2011 $1,000,000.00 11/19/2010 2 PHOENIX INS CO DTC08070M469PHX09 11/21/2009 11/21/2010 $1,000,000.00 11/17/2009 1 ALASKA NATIONAL INS CO 08KLS31184 11/21/2008 11/21/2009 $1,000,000.00 12/01/2008 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 09 -2- 32209 -1SEA PARAMOUNT SUPPLY CO KING Date: 09 /02/2009 Amount: $5,934.00 Date: Amount: $0.00 Dismissed Date: Amount: https://fortress.wa.gov/lni/bbip/Print.aspx 05/11/2012