Loading...
HomeMy WebLinkAboutPermit M03-036 - FOSTER HIGH SCHOOL - STADIUM RENOVATIONFOSTER H.S. STADIUM RENOVATION 4242 S 144T" STREET M03 -036 1 ft W 6 2 0 y0 W J H' CO LL' W O LLQ • o. I- _ Z • o Z1. co U• � O —: C1 H W W. • U. ui Z; � 0 Z z Parcel No.: 1523049108 Permit Number: M03 -036 1= Address: 4242 S 144 ST TUKW Issue Date: 05/20/2003 z Suite No: Permit Expires On: 11/16/2003 QQ J U 00 Tenant: N Name: FOSTER HIGH SCHOOL STADIUM RENOVATION Address: N IL w0 Owner: 2 Name: SOUTH CENTRAL SCH DIST 406 Phone: g Address: w d Contact Person: _ Name: ERIK SWEET Phone: 253 922 -9780 Z '— Address: DAVID EVANS & ASSOC. INC., 3700 PACIFIC HY E, #311 z w Contractor: � o Name: Phone: 8 Address: , p H Contractor License No: Expiration Date: w � �O ..z w O z DESCRIPTION OF WORK: INSTALLING TYPE I KITCHEN HOOD; ONE (1) WALL /FLOOR MOUNTED HEATER; TWO (2) AIR HANDLING UNITS; TWO (2) VENTILATION FANS Value of Construction: $5,300.00 Type of Fire Protection: AUTO FIRE ALARM Permit Center Authorized Signature: 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_mance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: doc: Mech City of'i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4242 S 144 ST, TUKWILA, WA I MECHANICAL PERMIT M03 -036 Fees Collected: $145.88 Uniform Mechnical Code Edition: 1997 Date: ` '2:3: Date: 5 7xiA? 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. Printed: 05 -20 -2003 City of'fukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1523049108 Permit Number: M03 -036 Address: 4242 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 02/28/2003 Tenant: FOSTER HIGH SCHOOL STADIUM RENOVATION Issue Date: 05/20/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: Manufacturers installation instructions required on site for the building inspectors review. 10: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 13: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) 14: A wet chemical portable fire extinguisher having a minimum rating of 2A:1 B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed, (NFPA 10, 1 -6.5) 16: Local U.L. central station supervision is required. (City Ordinance #1900) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire doe: Conditions M03 -036 Printed: 05 -20 -2003 City of'fukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 18: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 19: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 20: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: E� S . doc: Conditions M03-036 Printed: 05 -20 -2003 z re w u6 00 V) CI J C~- w w 2 u. ?. 22 a w Z F-0 Z uj U O oF_ Date: gh/0 U L O u • Z U = O ~' Z )BATE;LO CA I CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 4242 South 144th Street Tenant Name: Foster High School 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 ** Property Owners Name: Tukwila School Disrict Mailing Address: 4246 South 144th Street, Tukwila, WA 98188 Name: Erik Sweet, ASLA Mailing Address: David Evans & Associates, Inc E -Mail Address: ejsw@deainc.com ' GENERA.L: CONTRACTOR INFORIVIATI Contact Person: E -Mail Address: Company Name: ARC Architects Mailing Address: 1101 East Pike Street, Seattle. WA 98122 Contact Person: Stan Lotking E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: lapplicationttpcnnit application (1.2003) 112003 David Evans & Associates Erik Sweet, ASLA ej ,r@dPainr_rna Page I King Co Assessor's Tax No.: Suite Number: New Tenant: City 157304 - 9108 State Floor: ❑ ... Yes ❑ ..No Zip Day Telephone: (253) 922 -9780 3700 Pacific Hwy. E, #311, Tacoma , WA 98424 City Slate Zip Fax Number: (253) 992-9781 Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: ' *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** , -A R CM I T EC '�, City Fax Number: State Day Telephone: (20f) 5R7 -0473 Zip ENGINER:;OF RECORD.; =A11 plans;r ust be'wetstamped IiiEngineerof Record '.• 11 •. •• ,t: •' 1 . • :. City Day Telephone: Fax Number: State Zip (253) 922 -9780 • IWINeW Z 00 to w J U) w u _ N = w Z I- I- 0 W ~ w U ON 0 1- w w 11. 0 .z w = O~ z QOM teglif:V 'Y n j� t. ' t r 1 . :1a.t. Will there be new rack storage? ❑...Yes ® .. No If "yes ", see Handout No. lapplications\pennit application (1.1003) 1/2003 Page 2 for requirements. Valuation of Project (contractor's bid price): S 556, 748.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): SEE Air rAt^.HFD ;HEFT Provide All Building Areas'in Square Footage Below; PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A 'For an Accessory dwelling, provide the following: N/A Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes [I.. No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers (...Automatic Fire Alarm ❑...None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ®.. Water District 125 ❑... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District M.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Exi Interior . . Remodel Existing :' , Stricture : New , ConsRructton :: J ': per UBC .. Occupancy. per ... UBC l'' Floor auftex p 875 2541 V —N B, S -2 B Floor J ' Press RnS( - 98 336 V —N 3t° Floor Floors thru Basement . Accessory Structure• Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck QOM teglif:V 'Y n j� t. ' t r 1 . :1a.t. Will there be new rack storage? ❑...Yes ® .. No If "yes ", see Handout No. lapplications\pennit application (1.1003) 1/2003 Page 2 for requirements. Valuation of Project (contractor's bid price): S 556, 748.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): SEE Air rAt^.HFD ;HEFT Provide All Building Areas'in Square Footage Below; PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A 'For an Accessory dwelling, provide the following: N/A Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes [I.. No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers (...Automatic Fire Alarm ❑...None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ®.. Water District 125 ❑... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District M.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) :e�sLTCv��c� Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use e refer to Putilic•VI!o ks Bulletin #1 tor: fees:atid estimate sheet s. ❑... Channel ization /Striping Land Altering and /or Hauling: Land Altering: ®...Cut 2,500 Storm Drainagt: .. Storm Drainage ❑...Flood Control Zone `applicaiions\pcnnit application (1.2003) 1/2003 Call before you Dig: 1- 800 - 424 -5555 cubic yards Sewer Information: 1 ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District 0.. Sanitary Side Sewer ❑.. Sewer Main Extension SEE ATTACHED SHEET - D...Curb cut/Access/Sidewalk Monthly Service Billing to: Name: Tukwila School Distrci t-. ®...Fill 2, 500 cubic yards I3a ..Hauling Page 3 ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District ..Private ❑.. Public Water Information: 0.. City of Tukwila Water District 2.. Water District #I25 ❑... Highline Water District ❑...City of Renton Water District ❑.. Water Main Extension ❑.. Private 0...Public .. Water Meter/Exempt: Size(s): 0.. Deduct 0... Water Only .. Water Meter Permanent #: Size(s): ❑.. Water Meter Temporary #: Size(s): ❑.. Est. Quantity: gallons ❑.. Fire Loop/Hydrant (main to vault) #: Size(s): 0.. Landscaping Irrigation 0.. Miscellaneous: Day Telephone: ( 206) 901 -8000 Mailing Address: 4246 South 144th Street, Tukwila, WA 98188 City State Water ... ❑ Sewer ... Sewage Treatment 0 Fire Line ....0 Water Meter Refund/Billing: Name: 'ititkwi 1 a School Ilist nt- Day Telephone: (206) 901 - 8000 Mailing Address: 4246 South 144th Street, Tukwila, DA 98188 City State Zip Zip Unit Type:. Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 I-IP /100,000 BTU Fumace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 7 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater 1 Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 1 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM 2 Incinerator — Comm/Ind Contact Person: E -Mail Address: BUILDING OWNE Signature: AGENT: Print Name: Erik J . Sweet, ASLA lappticaions \permit application (1.2003) 1/2003 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Indicate type of mechanical work being installed and the quantity below: Pagc 4 City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): S 53b0 Scope of Work (please provide detailed information): `t PE I - oD' Stale Zip Use: Residential: New ....❑ Replacement ....�' Commercial: New ....❑ Replacement ....1°�' Fuel Type: Electric ❑ Gas ....El Other: i.PERMITAPPLICATION:.NO 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. Date: ;/" 8 - 4 .) 3 Day Telephone: (253) 922 -9780 Mailing Address: David Evans & Associates, Inc. , 3700 Pacific Hwy E. , Tacoma, WA 98424 City State Zip Date Application Accepted: 0 Date Application Expires: I e -02A-a 3 Staff Initials: i Parcel No.: 1523049108 Permit Number: M03 -036 Address: 4242 S 144 ST TUKW Status: APPROVED Suite No: Applied Date: 02/28/2003 Applicant: FOSTER HIGH SCHOOL STADIUM RENOVATION Issue Date: Receipt No.: R03 -00618 Payment Amount: 145.88 Initials: BLH Payment Date: 05/20/2003 12:16 PM User ID: ADMIN Balance: 50.00 Payee: TUKWILA SCHOOL DISTRICT #406 TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 217216 145.88 MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 116.70 000/345.830 29.18 Total: 145.88 6876 05/21 9716 TOTAL 4254.55 Printed: 05 -20 -2003 INSPECTION RECORD Retain a copy with permit INSPECTION. NO CITY;OF.TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 Project: ( usi erk 1'� .5 . S�A4 ! U 4 , Address; Special Instructions: Type of Inspection: r Date Called: ' G I 7 c,3 Date Wanted: n C. V `P.II7 Requester: c f e Phone No: .53 1 17,77 - 1SL/3 Insp Approved per applicable codes. D Corrections required prior to approval. MMENTS: a -: L9-o ? Ai_ .. C I 4760 REINSPECTION F pard"att300 Southcenter ceipt.No.: REQUIRED. Pri Ivd., Suite 100. Date: 1D 'Date: r vi U -0 (E PERMIT ' .i� -i (216)431 -3670 to inspection, fee must be all to schedule reinspection. Z W rx J U U to w J = c� o W O u. N d = W H Z I- 0 W H W o (a I— W w 11 Z 111 = O~ z P sect: Type of Insp tion: Ad s`. ,•- C.. I G , - Date Called: _ 9 / l Special Instructions: 44 -1 . Z./ C 14 gg 7 30 r -6133 (7.1 Date Wanted: 41z a m. Requester: , K i Phone No: C >� ) - 7 - 75 ( -4 - 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: kets& li pid $47 REINSPECTION F at 6300 Southcenter B ceipt No.: r Date: q 22 REQUIRED. Prior o inspection, fee must be d.; Suite 100. r all to schedule reinspection. Date: Project Name Address ";��; i� - , {.`.�?Y�. v,+rN [.n- Lw:'F„R...r: r. sn+T;. , +w +;",!T..;• :t.. .. y .. -.i, �!��r," :fr. ;7"71 ... City of Tukwila Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4 14 ;6 Se,Hr✓ el vZ s • / 4/ce s i Retain current inspection schedule Needs shift inspection c Approved without correction notice Approved with correction notice issued Sprinklers: A/ Fire Alarm: 1f Hood & Duct: Halon: Y,/ Monitor: Lt r . 14- .- Ate►✓ Pre -Fire: A/ Permits: Authori zecr ignatulre FINALAPP.FRM Rev. 2/19/98 Permit No. // /,93 rte` 6: I /1 Steven M. Mullet, Mayor Suite # ICJ i0 Date/ — T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 TUKWILA STADIUM RESTORATION SECTION 15086 PROJECT NO. 02-11-10 WATER PIPE INSULATION — 40 TO 250° PART I - GENERAL 1.01 WORK INCLUDED A. Cold water pipe insulation. B. Hot water pipe insulation. PART 2- PRODUCTS 2.01 GENERAL 2.02 INSULATION MATERIALS A. Piping: SECTION 15086 WATER PIPE INSULATION — 40 TO 250" FILL COPY CITY CF TUKWILA APPROVED D APR 2 5 H33 15086 - 1 QIN OFEIVEO n A FEB 2 8 2003 PERMIT CENTER A. All insulation material, jackets, facings, tapes and adhesives, except as specifically identified herein, shall have a flame spread rating not exceeding 25 and a smoke developed rating not to exceed 50, as determined by test method specified in ASTM E- 84, UL 723 or NFPA 255. 1. Insulation shall be pre - formed fiberglass with heat resistance per ASTM C -547. Density to be 3 to 5 lbs /cubic foot and "K" value shall be 0.25 or less. 2. Jacket shall be "all- purpose" foil - scrim -kraft (FSK) type. Provide with 2" overlap. Water vapor transmission rate to be less than 0.02 perms. 3. Provide final jacket of pre - formed plastic, similar to fitting covers. B. Fittings and Small Valves: 1. Insulation to be fiberglass blanket per ASTM C -547. Density to be 3 to 5 lbs /cubic foot and "K" value shall be 0.25 or less. 2. Vapor barrier jacket to be pre - formed plastic valve and fitting covers. C. Valves Over 2" Pipe Diameter and Pumps: Use 1 -1/2" inch of fiberglass insulation, fully enclosed on all sides and edges within tight weave Alpha Matrix 1925 glass cloth. Attach Bergen hooks around edges of pad. Fit pad to valve with edges tightly butted and secure with copper wire laced between hooks. D. Equipment: Insulation shall be pre - formed fiberglass board with heat resistant binder per ASTM C -547. Density to be 3 to 5 lbs /cubic foot and "K" value shall be 0.25 or less. ,Z23 D3G Z LIJ C . 00 LU J H w 0 . g Q. F-_ Z 1- O Z I- w C � 0- 0 1-- W W I I- F ' -O ui Z 0 F- I .. 0 Z TUKWILA STADIUM RESTORATION SECTION 15086 PROJECT NO. 02 -11 -10 WATER PIPE INSULATION — 40 TO 250° E. Below Grade Piping 1. Piping installed below grade shall be insulated with 1" elastomeric tubular pipe insulation, thermal conductivity 0.28 at 90 degrees F mean temperature, ASTM C -177 or C -518. 2. Steel cold water piping installed below grade shall not be insulated but shall have a machine applied protective wrap or coating of an approved type conforming to recognize standards. Field wrapping shall provide equivalent protection and is restricted to those short sections necessarily stripped for threading. 2.03 ACCESSORIES A. Vapor Barrier Mastic: Childers products CP30 or equal. B. Finishing Cement: Johns - Manville No. 375 or equal. C. Duct Tape: Hardcast Inc. PS -S poly type tape No. p301. D. Elastomeric Adhesive: Armstrong Armaflex 620 or equal. E. Pipe Supports: In addition to the requirements of Section 15050, Basic Materials and Methods, provide thermal hanger shield at all support points on insulated piping. Products shall be Pipe Shields, Inc., ITT, Grinnell or equal. F. Staples: stainless steel G. Blanket: fiberglass cloth H. Aluminum Jacket: ASTM B -209, 0.016" thickness, H -14 hardness with stainless steel straps. I. Rubber Insulation: Elastomeric plastic per ASTM C -534. Provide with "K" value of 0.27 or less. This insulation has a smoke - developed of greater than 100 and may not be used inside buildings without specific approval. 2.04 CLOSED CELL INSULATION A. Insulation: Provide a closed cell elastomeric thermal insulation, Armstrong "Annaflex 2000" or equal. "K" value shall be less than 0.28 at 70° F. Insulation shall be suitable for temperatures from 40° to 200° F. B. Fittings: Provide commercially fabricated PVC fitting covers with insulation insert where exposed. In concealed spaces, wither PVC covers or fitting covers fabricated from the insulation are acceptable. C. Finish Paint: Armstrong "Armaflex Finish." 1 5086 - 2 TUKWILA STADIUM RESTORATION SECTION 15086 PROJECT NO. 02 -1 1 -10 WATER PIPE INSULATION — 40 TO 250° PART 3 - EXECUTION Z 3.01 GENERAL 1 A. Install all insulation employing a skilled tradesmen specializing in this work in re g accordance with manufacturer's recommendations as specified. 6 v 00 • insulating materials only after all surfaces are clean and dry. Piping and Apply g Y rY• P� g � B. A w equipment shall be pressure tested and approved before installing insulation. Support _i H pipes using a pipe shield under the insulated pipe. Space pipe supports and use shields N u., . of adequate area to prevent crushing of insulation. w O C. Install a vapor - sealed jacket on insulation covering cold pipe equipment. Seal all joints � Q and penetrations of the jacket to maintain a continuous vapor barrier. Make insulation N e, continuous through all wall, ceiling, and floor openings. H = Z F-, D. See Section 15050, Basic Materials and Methods, for pipe support instructions, Z O 0 . especially as they pertain to the use of insulation shields. UJ uj 0 Ca O N 0 I— W - A. Insulation thickness to be per Energy Code having jurisdiction in project location. H 0 u O B. If the local energy code is not applicable, the following thicknesses shall be used: iii Z: OH 3.02 INSULATION THICKNESS Temperature Run -Outs 1" And Degrees F Up To 2" Less 1.25" 2.5" To2" To4" 5 To 6" 8" And Larger 201 - 250 1.5 2.0 2.5 2.5 3.5 3.5 100 - 200 0.5 1.0 1.0 1.5 1.5 1.5 56 -99 NOT REQUIRED 40 - 55 0.5 0.5 0.75 1.0 1.0 1.0 C. Domestic cold water and rain leaders shall be considered to be in the 40 - 55 temperature range. Increase thicknesses shown by 1/2 inch for piping exposed directly to outdoor conditions. 3.03 CLOSED CELL INSULATION INSTALLATION A. Install in accordance with the manufacturer's published instructions. B. Finish the insulation with Armstrong "Armaflex Finish" or equal. Provide a uniform appearance without brush strokes or other discontinuities. 15086 - 3 Z TUKWILA STADIUM RESTORATION SECTION 15086 PROJECT NO. 02 -11 -10 WATER PIPE INSULATION — 40 TO 250° 3.04 PIPING INSULATION A. Pipe: Pre - formed fiberglass with all- service jacket. Seal with staples every two inches along entire length of wrap. B. Small Valves and Fittings: Wrap fiberglass blanket around valve or fitting to desired thickness. Secure blanket with clips. Place plastic jacket over blanket and secure in the middle and at both ends with tape. Staple each tape application to bind assembly together. Apply vapor barrier adhesive on top of staples. Seal ends. As an alternative, pre - formed fitting and valve insulation or mitered pipe insulation may be used. Secure with wire and finish with glass cloth embedded between two coats of mastic. C. Large Valves: Insulate as specified in PART II - PRODUCTS. D. Maintain vapor barrier throughout entire length of piping system. E. Pipe supports directly attached to cold piping shall be insulated to prevent condensation. 3.05 EQUIPMENT A. Tanks: 1. Insulation to be 2' x 4' fiberglass board in the thickness required for the piping system. 2. Wrap a number of long lengths of inner tube around the tank. Place boards under these bands so that they are held firmly in place. Boards to be put on the ends shall be cut to shape and held in place by stainless steel wire. These boards shall be put on the tank in a staggered manner. The boards around the perimeter shall then be secured to the tank using 1/2" wide stainless steel bands. There should be four bands for each board on the tank. The rubber bands then may be removed. 3. Glass cloth shall be applied over a coat of insulation cement with another coat of insulation cement on top. 3.06 EXTERIOR PIPING, FITTINGS AND VALVES A. Pre - formed rubber insulation with an all- service jacket as a moisture barrier. B. Provide a final cover of aluminum over the rubber insulation assembly. Secure with stainless steel bands. END OF SECTION 15086 - 4 TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -11 -10 GENERAL MECHANICAL PROVISIONS Z PART 1 - GENERAL •. mo w 1.01 GENERAL 6 m • J U' A. Conform to General Conditions, Supplementary Conditions, and Division I. N 0 W I B. This section of the specification applies to the entire mechanical work, both interior and N I exterior, as specified hereinafter and shown on the Plans. w O' 2 C. The Mechanical Contractor shall have the responsibility for providing and coordinating g a all work within Division 15. so... u. D d w I- �` I- O. A. All services to building shall be provided as shown on Plans and final connections to w W these services to be done by Mechanical Contractor. 2 m C.) ' O S /2, 0 I-. ILI ui U, • A. The term "approved equal" means final approval by the Engineer of a material or piece u. 0 of equipment substituted for that which is shown in the Specifications or Plans. Z' lil B. The term "provide" means the furnishing and installing of equipment (including O connections and appurtenances) complete and ready for use. Z 1.02 SCOPE 1.03 DEFINITIONS SECTION 15010 GENERAL MECHANICAL PROVISIONS C. The tern "Mechanical Contractor (M.C.)" and "Electrical Contractor (E.C.)" as used in these Specifications or on the Contract Drawings, refer to those subcontractors working under the direction of the General Contractor (G.C.). 1.04 INTENT OF DRAWINGS A. Drawings show only approximate location of piping, fixtures, equipment and the general requirements as to size and location of pipes, etc. Take measurements from the buildings and check against the Mechanical Plans. Report conflicts to Architect /Engineer for adjustment before proceeding with work. Failure to follow this instniction shall be considered sufficient cause for the Contractor to alter his work at his own expense, as directed by the Architect /Engineer. 1.05 DETAIL DRAWINGS BY CONTRACTOR A. Wherever the Contractor's work is of sufficient complexity to warrant additional detailing, or when requested by Engineer, this Contractor shall prepare additional detail drawings to scale 1/4" = 1', on tracing paper same size as Contract Drawings and with 15010 - 1 'TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -11 -10 GENERAL MECI-IANICA.L PROVISIONS these layouts, coordinate this work with the work of other trades. Such detail work shall be clearly identified on the drawings as to the area to which it applies. Do not submit these drawings to the Architect /Engineer for approval. At completion, include a set of such drawings with each set of As -Built Drawings of Owner's record purposes. Z tr Z 1.06 WORK IN OTI -IER SECTIONS JU A. Comply with all requirements of General Conditions and Divisions. V 0 • fif rn 1.07 CODES J 1— CO u_ WO A. Construction shall be in accordance with the latest edition of Uniform Building Code, 2 Uniform Mechanical Code, Uniform Fire Code, Uniform Plumbing Code, National g Electrical Code, Washington State Energy Code, Washington State Water Conservation CO Performance Standards, Barrier -Free Design -UBC, Chapter 11, and NFPA Codes and = w Local Amendments. Fire systems shall comply with NFPA Pamphlet 13. In the event of Z a conflict of codes, the more stringent code will apply in the following descending order: �. O UBC >NEC >UMC >UFC >NFPA >UPC, Washington State Energy Code, Washington w State Ventilation Indoor Air Quality Code, Washington State Water Conservation 2 Performance Standards, and Barrier -Free Design -UBC, Chapter 11. U E . 0 I-` wW ~ U 1.08 BONDING A. The Mechanical Subcontractor shall provide and include in his Base Bid the cost for a u..176.• . Z Performance and Payment bond for the full amount for all work specified in Division 15 v to of the Specifications and shown on the Mechanical Drawings, complete to the General Contractor. Deadline for bond submission shall be that of the General Contractor's O Performance Bond submittal date. The General Contractor will submit a copy of this bond with his Performance Bond when designated elsewhere in the Specifications. 1.09 PERMITS AND FEES A. Obtain and pay for all permits and construction fees. Furnish final certificate to Owner showing compliance with code requirements. 1.10 COORDINATION A. Examine the Architectural, Civil, Structural and Electrical Drawings before work is started, consult with each of the other Contractors regarding locations and spaces required for the work and lay out work to avoid interference. Failure to coordinate shall be justification to require Contractor, at his own expense, to move his work to provide the necessary space for the other Contractors. 1.11 SCHEDULING A. Comply with requirements of General Specifications. 15010 - 2 • TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -1 1 -10 GENERAL MECHANICAL PROVISIONS 1.12 PRIOR APPROVALS A. Specifications have been written around equipment and materials selected for this project based on quality, size capacity, and performance required to meet building design ZZ criteria. All equipment and materials used in this project which have not been specified =1= must have prior approval from Engineer. i.' w • re 2 B. Request for Approval must be submitted with substitution request form included in -1 0 Division 0 to Engineer 10 calendar days prior to bid date. This letter shall be • N p: accompanied with full data information regarding items to be substituted. If supplier w = wants reply to request for approval, please send self - addressed, stamped envelope with N request. Prior approval requests communicated via a facsimile machine (FAX) will not w O be accepted. 2 C. Those items that are approved for prior approval will be listed in Section 15975 and on u_ j the Mechanical Addendum. i d H =. D. Supplier and /or Mechanical Contractor shall be responsible to ensure that substituted z ~ material or equipment is of same size, quality, capacity, weight and electrical w O characteristics as that specified. Any changes and costs required during construction due 2 D to contractors /supplier neglect to properly select substituted equipment shall be paid by U 0 the Contractor /supplier. Prior approval to bid does not mean final approval of material 0Di— or equipment by Engineer. Final approval will be given after final submitted data has w been presented to Engineer complete with full information regarding weights, capacities, ii - U size, electrical requirements and quality. ~O w Z - I O 1- A. All material used on the project shall be new domestic material free from defects. This Z Contractor shall submit catalog data and engineering data on all equipment as specified or having approval ten (10) days prior to bidding, as noted hereinbefore in the Specifications. 1.13 MATERIAL AND MATERIAL SUBMITTALS B. Material and equipment hereinafter specified is designated by various manufacturers' catalog numbers. Acceptable alternate manufacturers are also listed. Such manufacturers are excepted from the 10 -day prior approval clause of these Specifications, but must submit standard submittal data for final approval as otherwise noted. C. Submittal shall be arranged in numerical order according to specification section number and item number. Submittal shall be bound in hard cover, loose -leaf binder. The submittal data sheet, found at the back of this Section, shall be filled out for each item submitted. Failure to fill out this form will mean rejection of the submittal. 15010 -3 TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -1 1 -10 GENERAL MECHANICAL PROVISIONS D. Submittal shall be as follows: Before ordering or installing any of the materials, this Contractor shall submit to the Architect for approval five (5) bound copies of complete information on the materials to be used on the project. If the Contractor needs additional copies, he shall photocopy an approved copy of the required items. Submittal shall include, but not be limited to, the following: Contractor's Cost Breakdown. Complete List of Subcontractors and Suppliers. Pipe, Valves, and Specialties for each system including sanitary drainage systems, domestic water systems, plumbing systems. All Plumbing Fixtures. Hot Water Tanks. Insulation. Exhaust Fans Air Terminals. E. The Architect will return all except two (2) sets of this submittal to the Contractor showing any corrections, additions, and /or deletions. This Contractor shall then resubmit to the Engineer those items that need to be corrected or added. 1.14 CONTRACTOR'S COST BREAKDOWN A. Mechanical Contractor shall submit directly to the Mechanical Engineer, with the bound submittals, a cost breakdown of the major portions of his work pursuant to the following outline: Job organization and submittals Outside site utilities Plumbing rough -in Plumbing fixtures Plumbing piping and insulation Exhaust Fans HVAC ductwork and air terminals Range Hood 1.15 RECORD DRAWINGS, OPERATING INSTRUCTIONS, OPERATION AND MAINTENANCE MANUALS A. Record (As- Built) Drawings: This Contractor shall maintain a set of Contract Plans at the site on which the actual location of piping, ductwork, equipment, etc., as installed, shall be shown in a legible, neat manner. This set of Plans shall show actual dimensions (including depth of bury) of underground piping from construction lines so they can be readily found after covering. Upon completion of the project, the se =built information shall be transformed to a set of reproducible sepias or mylars. This set of plans shall be presented to the Architect /Engineer for final approval and acceptance. B. Operation and Maintenance Manuals (O&M): 15010 -4 Z Z re 61.1 JU 0 0 rn o - 1 C u- w 0 2 g Q = F- w I Z � H O Z 2 p U O —co t— w H H u_ O LU U r~ Z TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -11 -10 GENERAL MECHANICAL PROVISIONS 1.16 CERTIFICATIONS 1. General: Provide one (1) preliminary bound set of Operation and Maintenance Manuals including maintenance information and parts list furnished by the manufacturer with the equipment, together with supplementary drawings where necessary to itemize serving and maintenance points. Include filter maintenance, methods of operation, seasonal requirements, manufacturer's data and warranty forms. Provide address and 24 -hour phone number of firm responsible under warranty. Items requiring service or correction during the warranty period shall be serviced within 24 -hours of notification by Owner. Data in manuals shall be neat, clean copies and posted on 8-1/2" x 11" sheets, typed, operation and maintenance instructions for each item of equipment installed. Drawings shall be accordion folded. An index shall be provided with all contents listed in an orderly presentation according to specification section. 2. Number of Copies: The preliminary set of the O &M Manual shall be presented to the Architect for approval by the Engineer. After this set has been approved, two (2) additional sets shall be prepared and the three (3) sets shall be transmitted to the Architect. 3. Binding: Organize operating and maintenance data into suitable sets of manageable size. Copies shall be bound with black cloth - covered hardboard covers, three -hole punched, and secured with aluminum screw posts. Covers shall be gold embossed with the name of the Job, Owner, Architect, Engineer, Contractor, and the year of completion. The back edge shall be imprinted with the name of the Job, the Owner and the year of completion. Each copy shall have a typewritten index and tabbed dividers between equipment categories. A. Provide written certification that work has been fully completed in strict accordance with plans and specifications and requesting final inspection. B. Provide written certification that Contractor will replace materials and workmanship that prove defective for one year after date of acceptance. Provide written certification of inspection from the governing building authority, stating that all work has been inspected, accepted, and approved as complying with existing governing ordinances and codes. D. Provide written certification that Owner or appointed representative has been fully instructed in the operation and function of all mechanical systems. 1.17 DOCUMENTS A. Present to the Architect prior to final acceptance of buildings the following documents. Final payment of the Contract will be contingent upon receiving these documents: Record (as- built) drawings. Maintenance and Operating Instructions (3 sets). 15010 -5 TUKWILA STADIUM RESTORATION SECTION 15010 PROJECT NO. 02 -11 -10 GENERAL MECIIANICAL PROVISIONS 1.18 WARRANTY A. All mechanical equipment and systems including plumbing, exhaust system and all parts thereof shall be warranted for a period of one year after the date of substantial completion as determined by the Architect's documentation. B. Contractor shall repair or replace to the satisfaction of the Architect any defective material, equipment, or poor workmanship which may show itself during this warranty period. All compressors used in HVAC equipment shall have an additional four -year warranty. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used Final material submittal. Warranties (other than the one year). Final certificates of inspection and code compliance. END OF SECTION 15010 - 6 SUBMITTAL DATA SHEET (one form for each item) General Contractor _ APPROVED ___NOT APPROVED _ As Noted Below _ Does not meet requirements of plans and specifications — Did not have prior approval Revise and resubmit Architect's /Engineer's review is for general conformance with the design concept and Contract Documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications, nor departures therefrom. The Contractor remains responsible for details and accuracy for confirming and correlating all quantities and assembly and for safe performance of his work. Notes: Architect Engineer TRES WEST ENGINEERS, INC. Project and Location By Date Subcontractor /Supplier Prior Approval [ ]Yes [ ]No Substitution [ ]Yes [ ]No Product Deviation I ]Yes I ]No Spec Section Paragraph Subparagraph Description Catalog or Model No. Manufacturer Nearest Company Representative Representative Contact Name Address Telephone Mechanical Contractor General Contractor This drawing or item has received preliminary review and appears to meet the general requirements for the Mechanical Contractor and is submitted to the General Contractor for final review. By Date This drawing or item has received preliminary review and appears to meet general requirements of the General Contractor, and is submitted to the Architect for final review. By Date TUKWILA STADIUM RESTORATION SECTION 15050 PROJECT NO. 02 -11 -10 BASIC MATERIALS AND METI -IODS PART I - GENERAL 1.01 WORK INCLUDED A. General requirements for basic materials and methods. PART 2 - PRODUCTS 2.01 GENERAL SECTION 15050 BASIC )MATERIALS AND METHODS A. • See specific sections for this requirement. 2.02 PRODUCT TESTING A. Any piece of equipment used in this project and hereinafter specified which, by its nature, requires electrical hook -up, such as fans, pumps, hot water tanks, boosters, air handling equipment, etc., MUST be provided with an approved label from one of the agencies hereinafter listed. B. Approval of agency must be for the total package (approval of individual components not acceptable) and all labels must be located outside of equipment and shall be visible to inspector. Comply with all requirements of R.C.W. 19.28.010 and N.E.C. Sections 90 -7 and 110 -3 (1993). C. It shall be the responsibility of the Mechanical Contractor or the equipment supplier to meet the requirements of this section. Any agency costs to provide appropriate label for a piece of equipment must be included in this bid. Failure by Mechanical Contractor or supplier to obtain approved labels prior to bid shall be sufficient cause for the Mechanical Contractor /supplier to obtain all such labels at no additional cost to Owner. The following is a list of approved testing laboratories: Underwriters Laboratories, Inc. 1655 Scott Boulevard Santa Clara, CA 95050 (408) 985 -2400 (206) 632 -6441 Underwriters Laboratories, Inc. 260 NW Lake Road Camas, WA 98607 (360) 817 -5500 Gayle Varner 15050 - 1 Canadian Standard Association 13799 Commerce Parkway Richmond, British Columbia Canada V6V2N9 (604) 273 -4581 American Gas Association 1515 Wilson Boulevard Arlington, VA 22209 (703) 841 -8400 • PROJECT NAME SECTION 15050 PROJECT NUMBER 2.03 DAMAGED OR REJECTED MATERIALS A. Remove from the site immediately. 2.04 STARTERS A. All starters shall be provided and installed by Electrical Contractor unless otherwise noted. PART 3 - EXECUTION Factory Mutual Systems 1 151 Boston Providence Turnpike Norwood, MA 02062 (781) 762 -4300 Intertec Testing Industrial Park Court land, NY 13045 (607) 753 -6711 3.01 LAYING OUT WORK BASIC MATERIALS AND METHODS MET Electrical Testing 69256 Oakland Mills Road Columbia, MD 21045 -4760 (410) 381 -2200 A. Locate all general reference points as established by the General Contractor and take such action as is necessary to prevent their destruction; lay out work and be responsible for all lines, elevations, grading for utilities and other work executed under the Contract. Exercise proper precaution to verify figures shown on Drawings before laying out work and be responsible for any error resulting from failure to exercise such precaution. The coordination of the utility installation with the final site grading and elevations by the General Contractor shall be the responsibility of this Contractor. Locate existing utility lines which will be affected by the building location before any footing work begins. Report conflicts with the Plans to the Architect for adjustment before proceeding with the work. Failure to follow this instruction will require contractor to alter his work at his own expense. 3.02 ELECTRICAL WORK A. All electrical work performed under this Section of the Specifications shall conform to all applicable portions of the Electrical Section of the Specifications, and shall conform to all applicable codes. 3.03 WORKMANSHIP A. Furnish and install all equipment in a neat and finished appearance. If, in the judgment of the Architect, any portion of the work has not been installed in a workmanlike manner, or has been left in a rough, unfinished manner, Contractor will be required to 15050 - 2 PROJECT NAME SECTION 15050 PROJECT NUMBER BASiC MATERIALS AND MITi-iODS remove the equipment, reinstall and patch and paint surrounding surfaces in a manner satisfactory to the Architect, without any increase in cost. 3.04 EXCAVATION - GENERAL A. Do all necessary excavation, shoring and backfilling required for the proper installation of work inside the buildings and premises, or outside as may be necessary. Slope sides of excavation to comply with local codes and ordinances having jurisdiction. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. Sewer trenches shall be excavated to the grade with the bottom rounded to the outside of sewer pipes. Bell holes shall be hand- excavated to ensure the pipes resting for their entire length upon the bottom of the trench. B. Excess excavation shall be backfilled with gravel or sand and mechanically compacted to give full support to the pipe. In case of sewer lines in rock excavation, the excavation shall be made at least 4" deeper than required and backfilled with sand to outside invert grades to provide cushion. No underground lines shall be covered until the installation has been approved by the Owner's Representative, and the Local Inspector having jurisdiction, and the Architect. Maintain sides and slopes of excavations in safe condition until completion of backfilling. All backfill shall be thoroughly compacted. C. No cinders shall be used for backfilling where steel, iron or copper pipe is used. All trenches near or under footings shall be cut only alter approval of the Architect, and all backfilling of such trenches shall be according to his directions. D. All items of grading which will in any manner affect the bearing capacity of the soil foundations upon which will be placed floor slabs, walls, column footings or pipe beds shall be performed to the satisfaction of the Architect. All soil foundation areas which will in any manner support any of the above stated construction will be compacted, by the use of mechanical tampers, to at least 95% of the maximum density of the soil foundations as determined by the compaction control test in accordance with the "Method of Test for Moisture Density Relations of Soils, ASTM Designation D1557." The moisture control at the time of compaction shall be uniform throughout the area and shall not vary more than 5% above or below the optimum moisture content as determined by the above described "Compaction Control Test." Place fill in 8" loose layers, each layer compacted. 3.05 EXCAVATION DEWATERING A. Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. B. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. 15050 -3 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS CY Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collection or run -off areas. Do not use trench excavations as temporary drainage ditches. z 3.06 EXCESS EXCAVATION MATERIAL W A. Dirt and debris from trench excavation shall be disposed of by this Contractor, as 6 directed by the Architect. p w I' 3.07 PIPE INSTALLATION w LL WO A. Lay pipe in straight lines with uniform slope, leaving no pockets. Care shall be taken to 2 keep all foreign materials out of the pipes during installation. Where ground water is g Q present, provide suction pumps to keep trenches free of water, and cap end of piping N D exposed to ground water when work is interrupted. H W ' Z Z B. All underground piping used for the distribution of domestic water or HVAC systems t— O and waste drainage systems, which are located outside the building perimeter, shall be w u j buried a minimum of 18" from finish grade to top of pipe. ? D' U C. All piping and ductwork run above the floor shall not be located over electrical panels or 1p D switchboards except where located above the structural ceiling. This piping would w u1 include, but not be limited to, waste and vent, domestic water, heating water and fire i r. sprinkler lines. 11 O W Z D. Isolation valves shall be provided on inlets and outlets of all major pieces of equipment U = , to facilitate serving and removal of such equipment without the necessity of draining the 0 f" associated system. Z 3.08 OPENINGS IN PIPES AND DUCTS A. Keep closed during the work. 3.09 PIPE SLEEVES A. General: Provide pipe sleeves for piping passing through foundations, walls, floors, partitions, and roof to allow piping to pass freely through. B. Foundation Walls: Where piping passes through foundation walls below finished grade, but does not enter the building spaces, the sleeves shall be cast -iron pipe. The space between the sleeve and the pipe shall be sealed with a Link -Seal modular seal. C. Building Walls (Below Grade) And Floor Slabs: Where piping passes through building walls below grade and floor slabs on grade, or below grade, the sleeves shall extend a minimum of 1" inside the building wall or above the finished floor level and be made watertight and gas tight by the appropriate Link -Seal modular seal. Sleeves shall be standard weight galvanized steel pipe. 15050 - 4 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS D. Building Walls And Floor Slabs (Above Grade) -New Construction: Where domestic hot and cold water, hot water circulation, passes through concrete walls or floors within the building, the sleeves shall be a patented galvanized sheet metal, expandable type, with suitable flanges for securing to form work and sufficient strength to withstand the pressures and concrete pouring operation without deforming or rupturing. (Sheet metal ductwork with ends slit and formed into flange will not be acceptable). Sleeves shall extend 1" above the finished floor. E. Building Walls (Above Grade): Where domestic hot water or hot water circulation, piping passes through concrete or masonry walls, provide galvanized sheet metal sleeve. Pipe insulation shall be run through sleeve opening. F. Piping Subject To Expansion: Where piping is subject to motion clue to expansion, such as hot -water heating mains and domestic hot water pipes, the sleeve shall be made large enough to allow free motion. Where piping passing through is insulated, the sleeve shall be large enough to permit the covering to pass through. 3.10 WALL AND FLOOR PLATES AND ESCUTCHEONS A. Where pipes pass through finished walls, floors or ceilings, they shall be fitted with chromium plates, with suitable set screws or other approved holding devices. Where extended sleeves are necessary, the plates shall be of sufficient depth to cover the sleeves. 3.11 CHASES IN CONCRETE A. Where the installation of equipment and piping requires a chase in concrete or masonry walls, such chase shall be provided by the General Contractor. The Mechanical Contractor shall arrange for such chases with the General Contractor in time to not delay the progress of the work. If the Mechanical Contractor does not cooperate, causing extra work to be done, the Mechanical Contractor shall do same at his own expense and to the satisfaction of the Architect. 3.12 INSERTS A. Inserts in concrete for the suspension of piping and equipment shall be provided by this Contractor unless otherwise noted on the plans. Inserts in "poured -in- place" concrete shall be Grinnell, Kinsdorf, Elcen, or approved equal. Grinnell #282 galvanized. Inserts shall be installed in forms as the work progresses. See detail for hangers in pre -cast floor panels (Spandeck) system. 3.13 PIPE HANGERS AND SUPPORTS A. General: It shall be the responsibility of the Contractor to provide an adequate pipe suspension system in accordance with recognized engineering practices, using, were possible, standard, commercially accepted pipe hangers and accessories. 15050 - 5 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METIIODS B. All pipe hangers and supports shall conform to the latest requirements of the ANSI Code for Pressure Piping, B31.1, and Manufacturers Standardization Society Documents MSS SP -58 and MSS- SP -69. Z C. Where thermal movement in the pipe line will occur, the pipe hanger assembly must be z H. capable of supporting the line in all operating conditions. Accurate weight balance w calculations shall be made to determine the supporting force at each hanger location in order to prevent excessive stress in either pipe or equipment connection. - U O U') CI D. Concrete Inserts: Where piping is supported from the concrete structure, inserts shall be w = LLI p rovided for rod sizes up to 3/4 ". Where support rod sizes exceed 3/4" diameter or u ) u_ where pipe load exceeds the recommended load for the inserts, use two (2) inserts with a w 0 trapeze type connecting member below the concrete. 2 �. J E. Beam Clamps: Where piping is to be supported from building steel, beam clamps shall N D be used. Beam clamp selection shall be based on the required load and the configuration Z W of the steel at point of attachment. No holes drilled in the steel for hanger rod will be z H permitted unless approved by the Structural Engineer. i— 0 Z rr w F. Riser Clamps (Vertical Piping): Pipe shall be supported at each floor with a riser clamp 2 D or at sufficient intervals to carry the weight and its contents. Stacks shall be supported at v N ES their base by a concrete pier or by a suitable hanger located on the horizontal run, close 0 l to the riser. Riser clamp extensions shall rest on the building structure where possible; w W auxiliary steel supports shall be provided where it is impractical to rest directly on the H F building structure. p tii Z G. Angle Clips: Where piping is to be supported from building wood structure angle clips U w g P PP g }p b g P I= I shall be used with lag bolts sized to support the load in shear. Any attachment to 0 wooden structural members shall have the approval of the Stnictural Engineer. Z H. Hanger Rods: Hanger rod size shall be selected on the basis of loading from the following table: 3/8" 610#1-1/8" 6,230# 1/2" 1,130 #1 -1/4" 8,000# 5/8" 1,810 #1 -1/2" 11,630# 3/4" 2,710#1-3/4" 15,700# 7/8" 3,770# 2" 20,700# 1" 4,960#2-1/4" 27,200# I. 1-Iangers shall be subject to tensile loading only. Where lateral or axial movement is anticipated, use suitable linkage in hanger rod to permit swing. J. All rod shall be electro- plated to prevent corrosion. K. Hanger Spacing: The maximum allowable spacing for pipe hangers shall be in accordance with the following table. Where concentrated loads of values, fittings, etc., occur, closer spacing will be necessary and shall be based on the weight supported and the recommended loads for the hanger components. 15050 - 6 Materials Type of Joints Horizontal Vertical Cast Iron Hub & Spigot Cast Iron Hubless Copper Tube Si Pipe Steel & Brass Pipe for Water or DWV Schedule 40 PVC & ABS DWV CPVC Lead Copper Steel & Brass Compression Gasket Every other joint, unless over 4', then Base and each floor not to exceed 15' support each joint Shielded Coupling Every other joint, unless over 4', then Base and each floor not to exceed 15' support each joint 1 Soldered, Brazed or 1 -1/2" and smaller, 6'; 2" and larger, 10' Each floor, not to exceed 10i Welded Threaded or Welded 3/4" and smaller, 10" 1" and larger, 12' Every other floor, not to exceed 25i Solvent Cemented All sizes, 4'. Allow for expansion Base and each floor. Provide mid -story guides. every 30i Provide for expansion every 30' Solvent Cemented 1" and smaller, 3'; 1 -1/4" and larger, 4' Base and each floor. Provide mid -story guides Wiped or Burned Continuous support Mechanical Mechanical Not to exceed 4' In accordance with standards acceptable to the Administrative Authority In accordance with standards acceptable to the Administrative Authority 2 Support adjacent to joint not to exceed 18 ". Brace at not more than 40' intervals to prevent horizontal movement. 3 Support at each horizontal branch connection. 4 Hangers shall not be placed on the coupling. 5 Vertical water lines may be supported in accordance with recognized engineering principles with regard to expansion and contraction when first approved by the Administrative Authority. 6 See the appropriate IAPMO Installation Standard for expansion and other special requirements. PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND META -IODS M. Hangers (Horizontal Piping): 1. General: All hangers shall be provided with means of vertical adjustment. The following schedule shall be followed to select acceptable hangers for the type of Z service. Q • T. ut a. Non - Insulated Steel Pipe: 6 = ,0 Adjustable Split Ring Swivel Hanger U co 0 Adjustable Steel Band Hanger ((1) w Clevis Hanger � H to LL. b. Non - Insulated Copper Pipe: w O: - Copper Tubing Hanger g uL - Copper Tubing Band Hanger N O Copper Tubing Clevis Hanger H w c. Insulated Steel Pipe: Z T. I— O Z t— - Adjustable Steel Band Hanger with Shield - Clevis 1- Langer with Shield v 0 d. Insulated Copper Pipe: p 1 'Li w - Adjustable Steel Band Hanger with Shield H H - Clevis hanger with Shield I I p Z e. Shields shall be placed by Mechanical Contractor on the outside of the U to insulation and shall be sized to prevent crushing of the high density 1 H. insert at each hanger location. Do not damage the vapor barrier. Z 2. Roller Hangers: Provide roller hangers for all applications where thermal movement causes hanger rods to deviate more than 4 degrees from vertical or longitudinal movement exceeds 1/2 ". Provide roller hangers used in conjunction with protection saddles to suit the insulation thickness. 3. Trapeze Hangers: Where piping is grouped in parallel, provide manufactured strut or trapeze hangers consisting of two (2) steel angles bolted back to back, with space between for a hanger rod at each end. Where the length of angles is greater than 24 ", there shall be three (3) rod supports. Pipes shall be able to move independently and spacing shall be dictated by smallest pipe. 4. Brackets And Racks: Where piping is run adjacent to walls or steel columns, welded steel brackets shall be used as base supports. Multiple pipe racks or trapeze hangers shall be designed and fabricated to suit conditions. 5. Vibration Control: Provide a vibration control hanger for all piping within a mechanical room and at the first three (3) hanger locations from any motor operated equipment. Hanger shall consist of steel frame and spring; neoprene washers. 15050 - 8 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS w 3.14 CUTTING AND PATCHING (NEW WORK) v o co l A. Furnish dimensions and locations of openings to other Contractors doing the work. .p I_. Provide ample time to avoid delays and unnecessary labor. Cutting and patching made w w necessary to admit work, repair defective material or workmanship, or by neglect to 1 U anticipate proper requirements shall be done by the General Contractor at the expense of u' O the Mechanical Contractor. LLj w . U U ~ Z 3.15 ACCESSIBILITY 6. Anchors, Guides, And Sliding Supports: Shall be as shown on the drawings or as necessary to prevent excessive stress in either piping or equipment. 7. Auxiliary Steel: All auxiliary steel necessary for the installation of the pipe Z hangers and supports shall be designed in accordance with the AISC Steel Handbook, and furnished by the Contractor, shall receive one (1) shop coat of ui primer paint. • 8. Submittals: The Contractor shall submit to the Engineer, prior to installation, the N p following information and data for approval: J = H a. Manufacturer's Data Sheets on all cataloged items to be used. p b. Sketches covering all specially designed hanger assemblies and g 5 u_ Q' fabrications. CD D w c. Acceptable manufacturers are Fee & Mason, Grinnell, or Michigan I" Hanger. ? F- O Z I— A. Locate valves, traps, damper operators, access doors, etc., with easy accessibility, either accessible in mechanical spaces or through access panels specified hereinafter. Otherwise, obtain Architect's approval of location. B. Any equipment requiring maintenance clearances for servicing of filters, motors, compressors, etc. shall be carefully installed to avoid servicing problem. Failure of contractor to comply with this requirement shall be sufficient cause for contractor to make all necessary changes to comply at no cost to the Owner. 3.16 ACCESS DOORS A. Provide access panels for all wall cleanouts on drainage piping and concealed valves for all piping. The locations of such panels shall be carefully selected on the job so as not to be located behind cabinets, etc. Coordinate closely with the General and Electrical Contract Plans before installing panels. Panels shall be J.R. Smith, or equal, prime - coated and painted by the General Contractor, size as shown or approved. Install before surrounding surfaces have been painted. Doors shall have cylinder lock latch, all keyed alike. Provide Milcor, or approved equal, fire -rated access doors for one- or two -hour 15050 - 9 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS rated walls and ceilings; units shall be UL labeled. Provide access doors in ceiling or wall adjacent to fire damper location. In areas such as toilet rooms, janitor rooms, etc., access panels may be J.R. Smith, or equal, and may be painted. In finished areas as on ceilings, all access panels shall have the same type of finished surface as that of the Z surrounding area. Verify with Architect location and finish of all such panels. re 2 3.17 MECHANICAL ACCESSES 6 U O A. Provide suitable access to all mechanical equipment requiring servicing, maintenance, uf . replacement, or repair. In concealed spaces where access has not been provided by the I, Architect by means of doors, hatchways, walkways or other means, provide wall or w O. ceiling access doors of a type suitable to the Architect, sized to provide easy access to all 2 equipment. Location of such doors shall be coordinated with the work of the other trades g 5 to avoid conflict therewith, and such locations shall be approved by the Engineer or uL Gt Architect prior to installation of access panels. = C1 I.w In addition to building access openings, provide access panels on ducts where required to F B. z service fire dampers, damper operators, and other associated equipment. All access Z Off: doors to mechanically furnished panels, control boxes and filter compartments shall be w provided with fully- hinged, easily- opened access doors. m 0 ON O 1-- 3.18 PAINTING, TAGS, ETC. ul ui A. Field painting of all mechanical equipment, piping etc., located in and exposed in LL p occupied spaces, shall be the General Contractor. See Architectural Painting �.j Z' N Specification. 0 B. Identification Tags: Provide identification tags for each valve throughout the building Z indicating the system served. Tags shall be black phenolic plastic with white engraved inscription attached with chrome chain. C. Stencil: 1. Piping throughout the building shall be identified with W.H. Brady Co. B -946, M.S.I. No. MS -900, or approved equal, meeting of exceeding ANSI A13.1 -1981. Pipe markers shall consist of an arrow in direction of flow, color, and wording as indicated in the schedule following. Stencils shall be visibly located and spaced on max. 20' -0" centers for long straight pipe runs. 2. Each major item of Mechanical Equipment shall be provided with the name of the item, i.e., Exhaust Fan No. 2, Hot -Water Heater No. 1, in labels of black phenolic plastic with white engraved inscription. 3. Color Code Schedule: SERVICE COLOR STENCIL Domestic Cold Water Green C.W. Domestic Hot Water Yellow H.W. 15050 - 10 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METI -IODS 4. Ceiling Tile Access Labels: At all locations where it is necessary to remove ceiling tile to access mechanical equipment, filters, valves, etc., provide and install round, 1/4" diameter, yellow, self - adhesive labels on the metal ceiling grid near all four corners of the tiles requiring removal. 3.19 VIBRATION ISOLATORS Domestic I-Iot Water Recirc. Yellow H.W.C. Hot Water Supply Yellow I- I.W.S. Hot Water Return Yellow H.W.R. Chilled Water Supply Green C.W.S. Chilled Water Return Green C.W.R. Condenser Water Supply Green Con. W.S. Condenser Water Return Green Con. W.R. Steam Yellow S.T.M. Condensate Return Yellow C.D.R. Waste & Vent Lines Yellow Gas Piping Yellow GAS Oxygen Piping Yellow OXY. Acetylene Piping Yellow ACET. Fire Protection Red FIRE Air Piping Green AIR All unwrapped piping, iron supports and valve bodies Black Domestic Hot Water Tanks White (Mfr.'s finish acceptable) Equipment As directed by Architect A. Motorized equipment shall be mounted on or suspended from spring vibration isolators Mason Type "I -IS ", either integral or external to equipment. Suspended isolators shall be double deflection 30° angularity steel spring and neoprene. B. Unless otherwise indicated, resilient mounts for motorized equipment shall be of type and size to provide maximum 10% transmittability. Use unhoused, free - standing stable steel springs which are preferred over housed spring assemblies. The horizontal stiffness of the spring shall be approximately equal to its vertical stiffness. The spring deflection shall be selected based on the equipment power range, (HP), speed range, (RPM), and static deflection of the supporting structural floor. For large equipment such as fans, the steel spring static deflection shall not be less than 10 times the deflection of the supporting structural floor. It is a specific recommendation that whenever a steel spring is used, two (2) pads of ribbed or waffle - pattern neoprene be used in series with the spring. C. The design of vibration damping shall consider lateral load as well as vertical load and be suitably snubbed against earthquake forces. D. Unless noted otherwise, all vibration isolating equipment shall be of same make and shall be submitted as one group by component contractor, and supporting calculations indicating choice of isolator shall be furnished with submittals. 15050 - 11 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS E. Electrical connections shall be made with "floppy" lengths of flexible cable. 3.20 EQUIPMENT LUBRICATION Z F— A. All exhaust fans shall have all lubrication fittings on the equipment exterior. z ' w 3.21 CLEANING UP 6 v 00 0 A. Comply with requirements of General Specifications. w W. J ~• B. Remove tags- labels, etc. from all plumbing fixtures. Clean all fixtures and trim. N w w O. C. Ducts shall be maintained as clean as possible during erection, and shall be blown clean 2 ?- before the building field painting operations are started. Ducts and apparatus casing a. shall be thoroughly cleaned before fans and filters are operated. After equipment has co 3 been used for any purposes, such as adjusting, testing, or temporary ventilation, filters F— _. shall be cleaned or renewed and exhaust return ducts shall be cleaned. Use temporary z ►— filters with 80 -85% filter efficiency during construction. z O W • w U � O D- o F— A. Caulk all openings and flash around all piping, equipment, and ducts passing through u! uj roof, floor, and walls. All caulking shall be water resistant. See also Paragraph FIRE H �? . INTEGRITY, for rated wall, ceiling, roof, or floor penetrations. ! p 3.22 CAULKING 3.23 TESTS, ADJUSTMENTS AND INSPECTION A. Test all work thoroughly and systematically, both during construction and after completion. Notify Engineer and Owner 48 hours in advance of all tests. Tests shall be maintained until approved. Tests shall be as hereinafter specified. B. The Contractor shall test the completed installation as in regular service. Any defects or imperfections that may show up are to be promptly corrected. The Contractor shall guarantee the entire system and all parts thereof for a period of one year from the date of final acceptance, and shall repair or replace any part which may show signs of failure in that time if such failure, in the opinion of the Architect, is due to imperfections in material or to improper workmanship. C. No systems, whether prescribed for testing or not, shall be covered or concealed below ground, in walls, in ceiling spaces, or generally from ease of viewing without first notifying Engineer. Failure to notify Engineer for inspection of concealed systems shall be cause to require this contractor to uncover such systems at no additional cost. D. A log of all tests shall be kept. The log shall note date, time of day test started, system or portion of system tested, length of test and test results. 15050 - 12 w O~ z PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS E. Thoroughly review the project to determine when final inspection is appropriate and advise Engineer. Intent of this section is to require the Mechanical Contractor to complete his work before requiring final inspection. F. See specification section of piping used, for test method or procedure used. 3.24 FINAL INSPECTION A. This contractor shall thoroughly review and inspect the project to determine when final inspection is required, and shall so advise the Architect and Owner. it shall be understood that the work is to be essentially complete. If such is not the case and more than one (1) final inspection and one (1) backcheck are necessary, this Contractor shall be billed for the additional backchecks at the then governing rate for the personnel involved. The final inspection punchlist shall be signed on a copy of the punch list by a person responsible for the trade involved before the backcheck is done. 3.25 PROTECTION AND CLEANING A. All equipment and material installed by this Contractor shall be properly protected from damage during the course of construction. All fixtures and equipment shall be thoroughly cleaned before final inspection. Remove all pasted paper labels from all plumbing fixtures. B. In attic or other spaces where piping such as domestic water, have been installed at floor level and interfere with foot traffic, the Mechanical Contractor shall provide covers to protect these pipes. Wood or other such material will be acceptable. Where duct runs interfere with normal traffic pattern of maintenance personnel, the sheet metal contractor shall provide a wooden "bridge" over the ducts to prevent damage. 3.26 INSTRUCTION PERIODS FOR OWNER'S PERSONNEL A. Scope: Following installation of mechanical work, have representatives of installation tradesmen conduct demonstrations and instruction periods to point out locations of servicing points and required points of maintenance to Owner's Representatives. B. General Description Of Instruction Periods: Each period shall include preliminary discussion and presentation of information from maintenance manuals with appropriate references to drawings; followed by tours of building areas explaining maintenance requirements, access methods, servicing and maintenance procedures, and equipment cleaning procedures, temperature control settings and available adjustments. C. Scheduling of Instruction Periods: Notice of Contractor's readiness to conduct such instruction and demonstration shall be given to Architect at least two (2) weeks prior to the instruction periods, and agreement reached as to the date at which the instruction periods are to be performed. Advise Architect two (2) weeks prior to date when ready to conduct instruction and demonstrations; receive approvals of proposed date prior to making final arrangements. 15050 - 13 PROJECT NAME SECTION 15050 PROJECT NUMBER BASIC MATERIALS AND METHODS 3.27 ON- SITE OBSERVATIONS AND SAFETY MEASURES A. During its progress, all work shall be subject to observation by the Architect, Engineer and /or their representatives, and of' the National Board of Fire Underwriters, State and Local Inspectors. The Engineer has not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The Contractor will be totally responsible for conditions of the jobsite, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. The duty of the Architect and Engineer to conduct construction observations of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures in, on, or near the construction site. It shall be the Contractor's responsibility to comply with "Safety and Health Regulations for Construction" in the Federal Register by the U.S. Department of Labor. Contractor shall be responsible for providing all such safety measures and shall consult with the State and /or Federal Safety Inspector for interpretation whenever in doubt as to whether he is or is not in compliance with State and /or Federal regulations. Furthermore, the Contractor distinctly assumes all risk or damages or injury to any persons or property wherever located resulting from any action or operation under this contract or in connection with the work. 3.28 CONTINUITY OF BUILDING AND UTILITY AND SHUTDOWNS A. Costs: The Contractor shall include in his bid proposal all costs associated with utilities shutdowns. No extra payment will be made for overtime work, schedule changes or failure to complete utilities connections within authorized shutdown periods. 13. Liquidated Damages: The Contractor shall reconnect utilities at the end of utilities shutdown period. If the Contractor shall neglect, fail or refuse to complete the work and return the utilities service within the time limits herein specified, or any extension thereof granted by the Owner, then the Contractor does hereby agree, as part of the Contract, to pay the Owner the liquidated damages commensurate to the loss of building usage with the amount as specified hereinbefore in Supplementary General Conditions. The liquidated damages shall be ascertained with a generally accepted accounting principle recognized by American Institute of Certified Public Accountants. 3.29 DRAFT STOPS A. It shall be the responsibility of each contractor performing his trade to verify with Architectural Plans and to maintain the integrity of the draft stops whenever his work requires penetration of these areas. Patch as required to maintain integrity of stops. END OF SECTION 15050 - 14 TUKWILA STADIUM RESTORATION SECTION 15084 PROJECT NO. 02 -11 -10 FIRE RATED DUCT INSULATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Blanket Duct Wrap Type 1. PART 2 — PRODUCTS 2.01 DUCT WRAP TYPE 1 SECTION 15084 TIRE RATED DUCT INSULATION A. General: A lightweight, non - asbestos, high temperature, inorganic, ceramic fiber blanket totally encapsulated in coil /scrim having a service temperature range up to 2,300 °F. FireMaster Duct Wrap is directly applied to commercial grease hood duct systems and air duct systems to allow a zero inch clearance to combustible construction and to provide a two -hour fire resistive duct enclosure. FireMaster Duct Wrap, in conjunction with US systems CAJ7013, CAJ7015, CAJ7020, or CAJ7022 through penetration firestop system, is an alternative to rigid shaft enclosures. FireMaster Duct Wrap is applied in a continuous wrap from the point the duct enters a concealed space to its exit from a building. B. Manufacturer: Fire resistive FireMaster Duct Wrap materials; manufactured by Thermal Ceramics, Augusta, GA 30903, distributed by 3M, St. Paul, MN and its authorized distributors. C. Materials: 1. Fire Resistive Duct Wrap: FireMaster Duct Wrap, I''A ", thick, 24" or 48" wide x 300" long rolls, foil encapsulated with logo identification. FireMaster Duct Wrap collar, 8" wide for air duct butt joint optional wrap method (See Section 302,B). 2. Tapes: a. High Performance Filament: Tape No. 898, 1" wide, manufactured by 3M Company, St. Paul, MN, or equal or approved. 3. Banding Material: a. Carbon steel banding for less than or equal to 1 hour ratings; 3/4" wide x 0.015" thick minimum. I TUKWILA STADIUM RESTORATION SECTION 15084 PROJECT NO. 02-11-10 FIRE RATED DUCT INSULATION 4. Insulation Pins /Washers: a. Pins: 10 -ga. 4" to 5" long, copper coated steel; washers: 1.5" x 1.5" or 1.5" diameter, galvanized steel speed clips. 5. Through- Penetration Fire Stop Materials: tt a. Packing Material: Scrap pieces, FireMaster Duct Wrap, 1' /2" thick or 3 _J U pcf mineral wool as packing material. V p b. 3M FB- 2000+Silicone sealant. -J 6. Grease Duct Access Door: W 0. a. Steel angle opening frame. N 0. b. Access cover, minimum 16 -ga. I- _ ; Z f- c. • Insulation pins. z O t—.. .w W d. Speed clips, minimum '1.5" x 1.5" or 1.5" diameter galvanized steel. p' O -- .0 w a. Threaded rods: 4" to 5" long, '/" diameter galvanized steel with 'A" u. i� O Cu Z, 0 N O • Z 7. Hardware: b. c. 'A" wing nuts. D. Performance Requirements: wing nuts and 'A" metal washers. 4" long, steel, hollow, tubing to fit threaded rods. 1. Two -hour rated fire resistive enclosure assembly, ASTM E119; Large Scale Wall Panel Test and Total Engulfment Test. Zero inch clearance to combustible, maximum allowable surface temperature on unexposed side, UL1978. 3. Class I interior finish materials, ASTM E84. 4. Through penetration protection systems for grease and air ducts, ASTM E814 and UL1479. 5. Non - Combustibility, ASTM E136. 6. ISO -6944 -1985, Fire Resistant Tests — Ventilation Ducts. TUKWILA STADIUM RESTORATION SECTION 15084 PROJECT NO. 02 -11 -10 FIRE RATED DUCT INSULATION E. Installation 1. Install FireMaster Duct Wrap system in accordance with manufacturer's instructions and referenced standards. Z PART 3 - EXECUTION w re 2 3.01 DUCT WRAP TYPE 1 INSTALLATION p (oo' vo A. For duct spans greater than or equal to 24" wide, 10 gauge, 4" to 5" long, copper- coated steel insulation pins shall be welded in columns spaced 12" apart, 6 -12" from each edge N w w0 and 101/2" on centers along the bottom horizontal and outside vertical duct runs to prevent blanket sag. Pins are required 1" from the end of a duct and 1" from any edge g 5 near a 90° bend. These pins should be spaced on 6" centers. The blanket is locked into place over the pins with minimum 1'1" x 1'1" or I'2" diameter galvanized steel speed = clips. Insulation pins that extend beyond the outer blanket wrap layer shall be turned F- _ down to eliminate sharp edges. Z F' H O Z rr. ILI B. The first layer to interior wrap (the only) layer required for 1 hour rated air ducts of 2 �' FireMaster Duct Wrap shall be cut to a length sufficient to wrap completely around the U perimeter of the duct, plus provide an overlap of not less than 3 ". Aluminum Foil Tape O t- is used to seal cut edges of the blanket. To minimize waste, the Duct Wrap material w w should be rolled out tautly before measuring. u. Z C. The first layer or interior wrap of FireMaster Duct Wrap shall be held in place using 1" 0 w' wide filament tape. The tape shall be spaced 1'1" from the edges of each blanket and O midway between (101/2 on center). Z D. The next adjacent interior wrap of FireMaster Duct Wrap shall be cut to completely wrap around the perimeter of the duct with enough excess to provide an overlap of net less than 3 ". A 3" longitudinal overlap (required on grease duct enclosures only, for air ducts see Figure 3) onto the previous adjacent wrap is utilized on both layers. E. The second layer or exterior wrap (required for grease ducts and 2 hour rated air ducts) of FireMaster Duct Wrap should be cut to sufficient length to wrap completely around the perimeter of the interior wrap with sufficient excess to provide an overlap of not less than 3 ". The FireMaster Duct Wrap to be installed as the exterior layer shall be cut, if needed, and properly located to ensure that the longitudinal overlap joints of the exterior layer of blanket are staggered l01/2" from those of the interior layer (required on grease duct enclosures only, for ducts see Figure 3). Aluminum Foil tape is used to seal any cut edges of the blanket. Also, the exterior layer shall be positioned such that the perimeter overlap joints are spaced at least 12" from those of the interior layer. Note: hangers and hander supports are not required to be wrapped for zero clearance to combustible construction, 1 hour or 2 hour rated grease or air duct enclosures provided the bander rods are at lease a minimum of 'A" diameter and the hangers are a minimum of 1'1" x 1'1" x 1/8" angle iron. 15084 - 3 • TUKWILA STADIUM RESTORATION SECTION 15084 PROJECT NO. 02 -11 -10 FIRE RATED DUCT INSULATION F. Filament tape is used as a temporary hold prior to banding to ease installation. The exterior FireMaster Duct Wrap shall be held in place using banding material as specified in 3.1.3. The bands shall be placed 11/2" from each blanket edge and midway between (10 on centers). The tension of the banding material shall be sufficient to hold the Q FireMaster Duct Wrap snugly in place, but nor to cause any cutting or damage to the H blanket. �U G. Grease duct access door installation shall include 4 each '' /n" diameter, 4'/2" to 5" long v 0 co threaded rode welded to the corners of the perimeter reinforcement frame of the door co w opening. Steel, 4" long hollow tubing to fit the threaded rods is then placed over the -J H rods to act as protection "sleeves" for the ceramic fiber blanket when fastening the door. co u_ Four, 10 gauge, 4" to 5" long, copper - coated steel insulation pins shall be welded to the W door panel for blanket installation. g u.Q H. Two layers of FireMaster Duct Wrap shall be cut as I" "step joint" construction and Z ill w impaled over the insulation pins on the door panel to allow for a tight fit and no through z H openings. A third payer of FireMaster Duct Wrap shall be cut in a like manner, impaled H p on top of the two previous door panel layers and shall have an overlap of not less than 1" w F- around the perimeter of the door opening. The blanker layers are then locked in place 2 M' with minimum 11/2" x I'/z" or 1'/z" diameter speed clips. Insulation pins that extend 0 b DI eyond the outer FireMaster Duct Wrap shall be turned down to avoid sharp edges on the p H • door. Access door labels must be applied to all access clean out doors. = ut I- V • I. For 1 and 2 hour requirements, where floor or wall penetrations are present, a FireMaster Z. Duct Firestop System (See Section 2.0) must be installed. These systems allow the duct U u1, wrap to be installed through the penetrations or terminate at the wall or floor. The O F=- firestop consists of 3M Fire Barrier 2000+ Silicone Sealant installed over firmly packed Z 41/4" of scrap FireMaster Duct Wrap. END OF SECTION TUKWILA STADIUM RESTORATION SECTION 15101 PROJECT NO. 02 -1 1 -10 CAST IRON PIPE — DWV & SEWER PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide a complete drainage, waste, vent and sewer system as shown on the plans. PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS SECTION 15101 CAST IRON PIPE — DWV & SEWER A. Soil, Drain, Waste & Vent Piping and Fittings (Below Ground): Service weight cast iron pipe (ASTM A74) with hub and spigot joints sealed with neoprene -type joint gasket (ASTM C564). B. Soil, Drain, Waste & Vent Piping and Fittings (Below Ground Option): The Contractor at his option may use hubless cast iron piping and fittings (ASTM A888, CISPI 301) with Type 304 stainless steel clamp coupling (AST I C1277) with neoprene sealing sleeve (ASTM C564). Piping shall be laid on an undisturbed bed or tightly compacted pea gravel or sand bedding material. C. Soil, Drain, Waste & Vent Piping and Fittings (Above Ground): Hubless cast iron piping and fittings (ASTM A888, CISPI 301) with Type 304 stainless steel clamp coupling (ASTM C 1277) with neoprene sealing sleeve (ASTM C564). D. Vent Pipe Alternate: Pipe and Fittings: I -Iot -clip galvanized ASTM A -53 with DWV -style malleable iron galvanized fittings. E. Refer to Uniform Plumbing Code, Table 14 -1 "Mandatory Referenced Standards" and IAPMO Installation Standard IS 6 -95 for specific selections, approvals and methods. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Except as modified herein all DWV piping installation shall be in accordance with the International Association of Plumbing and Mechanical Officials standard IS 6 -95, "Installation Standard for Hubless Cast Iron Sanitary Systems ". This standard is part of the Uniform Plumbing Code. B. A horizontal soil and waste pipe shall be given a grade of 1/4" per foot where possible, but in no case less than 1/8" per foot. All main vertical soil and waste stacks shall be installed 15101 - 1 'TUKWILA STADIUM RESTORATION SECTION 15101 PROJECT NO. 02-11-10 CAST IRON PiPE — DWV & SEWER with provision for expansion and shall be extended full -size to and above roof lines as vents, except where otherwise specifically indicated. All vent lines shall be run through roof and shall terminate not less than 12' -0" from any opening to building, in roof, or 1' -0" above such openings. Z = Z C. Where practical, two or more vent pipes shall be connected together and extended as one w pipe through roof. Vent pipes in roof spaces shall be nm as close as possible to underside of roof, with horizontal piping pitched down to stacks without forming traps in pipes, using _i 0 fittings as required. co p D. Vertical vent pipes may be connected into one main riser above vented fixture. Where an —i i_ N IL end or circuit vent pipe from fixture or line of fixtures is connected to a vent line serving w O. other fixtures, connections shall be located to prevent use of any vent line as a waste. 2 . E. Provide cleanouts at all locations required to permit cleaning of all sewer piping. IL. 4C - d cleanouts shall be full -sized of pipe, but not larger than 4 ". This shall include cleanouts at = base of all vertical lines, ends of all horizontal main nms, and elsewhere as shown on ~ _ drawings. Cleanout openings shall be closed with brass screw plugs. Where cleanouts Z ~. occur in floor, furnish and install a brass ferrule, complete with screwed brass cover, flush w O. with floor. j Q U � F. All pipes passing through roof shall be flashed with 4 -pound sheet lead, which shall extend g D- . at least 10" in all directions from pipe and run at least 12" above roof around pipe. Each w pipe shall be counter - (lashed with 4 -pound lead sleeve, turned down inside of pipe and U overlapping lower flashing at least 2 ". Adjustable neoprene or santoprene vent flashings L I O. are also acceptable if installed in accordance with manufacturer's recommendations. w Z U G. Tests: Sanitary and waste lines shall be tested with water at a pressure of not less than 5 ~ O H pounds per square inch. Duration of test shall be not less than 24 hours, and shall be Z .. . witnessed by Owner's Representative. If any piping is found to leak, all defects shall be remedied and test repeated. END OF SECTION 15101 - 2 TUKWILA STADIUM RESTORATION SECTION 15106 PROJECT NO. 02 -11 -10 COPPER PIPE & FITTINGS SECTION 15106 COPPER PIPE & FITTINGS PART 1 - GENERAL Z 1.01 WORK INCLUDED 6 JU A. Copper Tube, Fittings and Specialties. U O w = J F. CO u- PART 2 - PRODUCTS W O 2.01 COPPER TUBE AND FITTINGS u_ Q A. Copper water tube: Seamless hard (annealed temper) copper Type L ASTM B88 -96. W. Z H B. Fittings for copper water tube: Wrought copper with solder joints ASME B16.22-95, or Z O. cast bronze ASME B 1 6.18 -R94. W ui 'O CI WW HU I'' O iii Z U N P 2. Flanges: 200 PSI minimum joint working pressure, cast ductile iron housing, 0 suitable for bolting to ANSI class 125 cast iron and 150 steel flanged components. Gasket material similar to coupling gasket material. C. Rolled /grooved fittings. 1. Couplings: 200 PSI minimum joint working pressure, cast ductile iron housing conforming with ASTM A -536. Gaskets for heating water or chilled water service, elastomer in accordance ASTM D -2000. Gaskets for domestic water service, EPDM per ASTM D -2000. D. Fittings: Copper per ASTM B -75 or bronze sand castings per ASTM B -584. E. Fittings and flanges shall be suitable for use with couplings. F. Alternate Copper Pipe Joining Methods 1. The following copper joint joining methods are approved for piping 1/2 inch to 2 inches. a. T -drill mechanically extracted collars. b. Press fitting, Viega Ridgid, conforming to the material and sizing requirements of ASM B16.8 or ASME B16.22. 0-ring for copper press fittings shall be EDDM. 15106 - 1 TUKWILA STADIUM RESTORATION SECTION 15106 PROJECT NO. 02 -11 -10 COPPER PIPE & FITTINGS 2.02 PIPING SPECIALTIES A. Unions, all bronze. z B. Provide dielectric unions or flanges at all connections between ferrous and non- ferrous H. pipe. w re C. Automatic Air Vents: Float type with isolating valves, brass or semi -steel body, copper -I U float, stainless steel valve and valve seat. Suitable for system operating temperature and u ) 0' pressure, but not less than 75 PSIG. w H D. Water Hammer Arrestors: Stainless steel shell and bellows, nitrogen pressurized N u-° w0 compression chamber, Jay R. Smith Hydrotrol. 2 E. Solder: ASTM B32, alloy grade HB or E. Lead solder shall not be used. Flux per u. manufacturer's recommendations. - a w z 1 1- O z 1-: A. See Section 15120, Valves. ? Q U B. Valves as manufactured by and compatible with the rolled /grooved piping system are 0 H . acceptable. Pressure rating of these valves shall be the same as the coupling/fitting w w ratings. H U LL' O ti. • Z 1= _. 0 ~` z 2.03 VALVES PART 3 - EXECUTION 3.0I PIPING INSTALLATION A. General 3.02 INSTALLATION I. Except as modified below, install per the International Association of Plumbing and Mechanical Officials (IAPMO) standard IS 21. This standard is furnished as part of the Uniform Plumbing Code. B. Preparation Clean off scale and dirt inside and outside before assembly. Cut ends square and ream to remove all burrs. 2. Cut tube accurately to field measurements so work can be placed without springing or forcing. A: Install so tubing is free to expand, provide for all expansion with offsets, loops, or expansion fittings where necessary. 15106 - 2 TUKWILA STADIUM RESTORATION SECTION 15106 PROJECT NO. 02 -1 -1 0 COPPER PIPE & FITTINGS B. All changes in direction shall be made with fittings. All radius shall be long radius. C. Arrange tubing so as not to interfere with access or removal of equipment or devices, block access to doors, windows, manholes or other access openings. Z 11z D. Arrange tubing so as to facilitate the removal of fixtures and equipment. Provide unions tu ahead of screwed valves, strainers and on each side of each piece of equipment and 6 D wherever needed to dismantle tubing. v U O to c E. Tubing shall be properly graded to drain to low point. w = J 1-, N U- 1 Provide an accessible blind flange or screwed plug or cap at each low point. w O G. Install tubing in a neat and workmanlike manner, in accordance with best trade practice. g 5. Install to conserve headroom and interfere as little as possible with use of space. Run u ' j CO d exposed tubing parallel to wall unless otherwise shown. Where possible, group runs and = w risers. _ ZE- H. Install concealed pipes in wall with clearance around piping to prevent contact with z O w U� I. Rolled /Grooved Piping: Install in accordance with the fitting system manufacturer's 0 H instructions. Installation instructions shall be maintained on site during installation of w w rolled or grooved valves, couplings or fittings. H H u- O. z structure. 3.03 COPPER TUBE w 0- A. Solder above - ground copper tube joints with a non - corrosive flux. p /'. Z B. Braze all below - ground copper tube joints. C. Provide solder unions, ground joint or flanged where necessary. 3.04 COPPER TUBE EXTRACTED JOINT A. An extracted mechanical tee joint may be made in copper tube. Joint shall be produced with an appropriate tool by drilling a pilot hole and drawing out the tube surface to form a collar having a minimum height of three times the thickness of the tube wall. To prevent the branch tube from being inserted beyond the depth of the extracted joint, dimpled depth stops shall be provided. The branch tube shall be notched for proper penetration into fitting to assure a free flow joint. Extracted joint shall be brazed using a copper phosphorous classification brazing filler metal. Soldered joints shall not be permitted. 3.05 PRESS CONNECTIONS A. Copper press fittings shall be made in accordance with the manufacturer's installation instructions. The tubing shall be fully inserted into the fitting and the tubing marked at the shoulder of the fitting. The fitting alignment shall be checked against the mark on the 15106 -3 : _s:it_- _ _. '." •,;.,., y i. i.::...:.: is .r..�_1ia`'c.+i�.w.,.,...r...,. .. �ry.i..,. 1 TUKWILA STADIUM RESTORATION SECTION 15106 PROJECT NO. 02 -11 -10 COPPER PIPE & FITTINGS tubing to assure the tubing is fully engaged (inserted) in the fitting. The joints shall be pressed using the tool approved by the manufacturer. END OF SECTION 15106 -4 TUKWILA STADIUM RESTORATION SECTION 15120 PROJECT NO. 02-11-10 VALVES Z :1 z re 11, 6 U 0 A. Furnish and install valves. u) LLI w J PART I - GENERAL 1.01 WORK INCLUDED 1.02 REFERENCED STANDARDS N w w A. Federal Specification (Fed. Spec.): 2 : J WW -V -35C Valve, Ball CO O = w Z AMD I Valves, Butterfly (Threaded Ends and Solder Ends), Brass or _ Bronze Z a H- O, Z I- American Society for Testing and Materials (ASTM): 2 D; U� A47 -90 Ferritic Malleable Iron Castings O D f- w Al26 -93 Gray Iron Castings for Valves, Flanges, and Pipe Fittings H U ' F- 6 Z . A2I6 -93 Steel Castings, Carbon, Suitable for Fusion Welding, for High Temperature Service U =. O F- A536 -84 Ductile Iron Castings Z SECTION 15120 VALVES B62 -93 Composition Bronze or Ounce Metal Castings C. American Society of Sanitary Engineers (ASSE): 1001 -70 Pipe Applied Atmospheric Type Vacuum Breakers 1013 -93 Reduced Pressure Principle Backflow Preventers 1015 -93 Double Check Backflow Prevention Assembly 1018 -86 Performance for Trap Seal Primer Valve -Water Supply Feed 1020 -81 Vacuum Breakers, Anti - Siphon, Pressure Type D. Manufacturers Standardization Society of the Valve and Fittings Industry, Inc. (MSS): SP -67 -95 Butterfly Valve of the Single Flange Type (Lug Wafer) SP -70 -90 Cast Iron Gate Valves, Flanged and Threaded Ends 15120 - 1 TUKWILA STADIUM RESTORATION SECTION 15120 PROJECT NO. 02-11-10 VALVES SP -71 -97 Cast Iron Swing Check Valves, Flanged and Threaded Ends SP -72 -92 General Purpose Ball Valves Z SP -80 -97 Bronze Gate, Globe, Angle and Check Valves 1 H. ,1— Z SP -85 -94 Cast Iron Globe and Angle Valves, Flanged and Threaded Ends re w J C) 00. co 0 PART 2 - PRODUCTS co _. t— N w 2.01 VALVES FOR DOMESTIC OR HEATING WATER SERVICE w 0 A. Asbestos packing is not acceptable. u. ct. B. All valves of the same type shall be products of a single manufacturer. Provide gate and I-- w globe valves with packing that can be replaced with the valve under full working pressure. Z H I- O C. Provide chain operators for valves 4 inches and larger when the centerline is located 8 feet z w or more above the floor or operating platform. D p 0 O (, D. Gate Valves: 0 F—. w W 1. 2 inches and smaller: MSS SP -80, Bronze, 150 lb., wedge disc, rising stem, union H bonnet. O . 2. 2 1/2 inches and larger: Flanged, outside screw and yoke, MSS -SP 70, iron body, U 2 O~ Z bronze mounted, 125 psig wedge disc. E. Globe, Angle and Swing Check Valves: 1. 2 inches and smaller: MSS SP -80, bronze, 150 lb. Globe and angle valves shall be union bonnet with metal plug type disc. 2. 2 -1/2 inches and larger: 125 psig, flanged, iron body, bronze trim, MSS SP -85 for globe valves and MSS SP -71 for check valves. F. Non -Slam or Silent Check Valve: Spring loaded double disc swing check or internally guided flat disc lift type check for bubble tight shut -off. Provide where check valves are shown in chilled water and hot water piping. Check valves incorporating a balancing feature may be used. 1. Body: Cast iron, ASTIvl Al26, Class B, or steel, ASTM A2I6, Class WCB, or ductile iron, ASTM 536, flanged, grooved, or wafer type. 2. Seat, Disc and Spring: 18 -8 stainless steel, or bronze, ASTM B62. Seats may be elastomer material. 15120 - 2 TUKWILA STADIUM RESTORATION SECTION 15120 PROJECT NO. 02 -11 -10 VALVES G. Butterfly Valves: Provide stem extension to allow 2 inches of pipe insulation without interfering with valve operation. 1. 2 inches and smaller: Fed. Spec. WW -V -1967. Z ;� Z 2. 2 1/2 inches and larger: MSS SP -67, flange lug type (for end of line service) or (Li grooved end rated 175 psig working pressure at 200 °F. QQ n JU a. Body: Cast iron, ASTM Al26, Class B. Malleable iron, ASTM A47 N O p electro plated, or ductile iron, ASTM A536, Grade 65 -45 -12 electro J tu plated. N u_ O b. Trim: Bronze, aluminum bronze, or 300 series stainless steel disc, bronze 2 bearings, 316 stainless steel shaft and manufacturer's recommended g 5 resilient seat. Resilient seat shall be field replaceable, and fully line the u ' D body to completely isolate the body from the product. A phosphate coated = O , steel shaft or stem is acceptable, if the stem is completely isolated from the Z x product. F— O Z I- c. Actuators: Field interchangeable. Valves for balancing service shall have 2 j adjustable memory stop to limit open position. U 0 O �, 1) Valves 6 inches and smaller: Lever actuator with minimum of w O H seven locking positions, except where chain wheel is required. H U LI 2) Valves 8 inches and larger: Enclosed worm gear with handwheel, CU z and where required, chain -wheel operator. U - . H H: H. Ball Valves: Fed. Spec. WW -V -35, Class A (bronze), or Class F (malleable iron), Style I z (permits inspection and repair of seats and seals without removing the valve from the line), screwed or solder connections. Provide stem extension to allow operation without interfering with pipe insulation. 2.02 WATER PRESSURE REDUCING VALVE AND CONNECTIONS A. Single- seated, for dead end service for 30 to 125 pounds range on low pressure side. Composition diaphragm and stainless steel springs, bronze body with threaded connections for sizes 1/2 to 2 inch, cast iron or semi -steel body with brass or bronze trimmings and flanged connections for sizes 2 -1/2 to 4 inch. B. Operation: Diaphragm and spring to act directly on valve stem. Delivered pressure shall vary not more than one pound for each 10 pounds variation on inlet pressure. C. Setting: Entering water pressure, discharge pressure, capacity, size, and related measurements shall be as shown on the drawings. TUKWILA STADIUM RESTORATION SECTION 15120 PROJECT NO, 02 -11 -10 VALVES D. Connections Valves and Strainers: 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 same size as pressure reducing valve. Install pressure gage on low pressure side of line. z Q • 2.03 BACKFLOW PREVENTERS re w A. Install backflow preventers per the requirements of the Uniform Plumbing Code, Article 603 "Cross- Connection Control ". All backflow preventers shall be listed by the State of U 0` Washington, Department of Health, as an approved cross - connection control device. W U J B. Double Check Valve Assembly: ASSE 1015 W O PART 3 - EXECUTION N C! 1 z � F- O A. Provide valves with stems extended to permit operation without damage to the insulation. w W 2 p : B. Valves shall be installed with stems horizontal or above horizontal except for ball or V N' butterfly valves, which may be installed with valve stems down. p H. W W. C Gate valves shall not be used for throttling service. 0. D. Provide tags for all valves. Tags shall be phenolic material. w Z. U N H. H` E. All other practices for valves shall be the same as for the system in which they are to be p . installed and the valve manufacturer's instructions. Z .. 3.01 GENERAL END OF SECTION 15120 -4 SECTION 15125 PLUMBING — PIPING SPECIALTIES TUKWILA STADIUM RESTORATION SECTION 15125 PROJECT NO. 02 -11 -10 PLUMBING — PIPING SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install the piping specialties complete as shown on plans. PART 2- PRODUCTS 2.01 PIPING A. For piping see Section 15106. 2.02 STRAINERS A. Shall be Y- pattern, cast bronze with tapered self aligning scat for the screen, stainless steel screen, 250 psi class. Watts series 777, or equal, by Crane, Hoffman or Wilkins. 2.03 HOSE BIBBS INSIDE BUILDING A. Provide where shown on the Plans and where needed to drain system, Chicago Faucets #387 sill faucet with No. E27 vacuum breaker spout. 3/4" with polished chrome finish and loose key. 2.04 FREEZELESS WALL HYDRANTS A. Shall be Jay R. Smith Figure 5609 -QT non- freeze, anti - siphon with loose key, nickel bronze face. 2.05 UNIONS A. Furnish and install at all connections to any equipment, and at all points where necessary to disconnect piping for repairs, 2" and smaller shall be screwed, galvanized malleable iron ground joint. 2.06 WATER CONNECTIONS A. Provide hot and cold water, and flush connections to all fixtures. Terminate all hot and cold water and flush branches to fixtures, in Precision Plumbing Products, Inc., SC Series, Jay R. Smith Hydrotrol, or approved equal, water hammer arresters, as indicated or provide air chambers at least 12" long. There shall be accessible stop valves provided on all supply lines to fixtures. ii 0' ZH Lu D p' O N, w W. I U. Z w U = . 0 •Z TUKWILA STADIUM RESTORATION SECTION 15125 PROJECT NO. 02 -11 -10 PLUMBING — PIPING SPECIALTIES 2.07 TI-IERMOMETERS A. Provide thermometers on discharge side of all hot water heaters and wherever indicated on the Plans. Z B. Instniments shall be Trerice, Marshalltown, Masch, Weksler, or approved equal. w C. Dial Thermometer: Shall be Trerice Model V80025, or approved equal, remote, vapor -J 0 actuated steel case, dial thermometer mounted at eye level; range shall be as indicated on to p Plans. co w J I- D. Stem 'Thermometers: Shall be Tel -Tru Model 91203XXG, 9" die cast aluminum, 0 LL w adjustable case with non -toxic Eco -Green fill. 2 J 2.08 PRESSURE GAUGES t d H = A. General: Provide pressure gauges on downstream side of building domestic water header Z • and wherever indicate on the Plans. F- 0 Z I•• B. Instruments shall be Trerice, Marshalltown, Marsh, Weksler or approved equal. ? 0 U C. Pressure Gauges: Shall be Trerice, Model #500X, 6" diameter dial; range shall be as 0 H ci indicated on Plans. Provide with No. 872 Series pressure snubber. = W t-- L I O Z A. Where hot water and cold water piping are being run outside the insulation envelope, the H H piping shall be heat traced. Heat tracing of pipe shall be done with cable of 4 to 8 watts /ft. Density: Use size and length as recommended by manufacturer for diameter of • pipe and with insulation thickness as specified. Install as recommended by manufacturer with bulb fastened to pipe and adjustable thermostat to control turn on/off temperatures. Cable shall be as manufactured by Emerson- Chromalox or Chemelex. Cable shall be installed by Mechanical Contractor with power connections by Electrical Contractor. 2.09 HEAT TRACE 2.10 THERMAL EXPANSION TANKS A. Provide expansion absorber tank for water heaters as shown on Plans. Expansion tank shall be located on cold water supply line adjacent to water heater and where a backflow preventer (B.F.P.) is provided, locate between B.F.P. and water heater. Tanks shall be designed and constructed per ASME Code, Section VIII, suitable for use in potable water systems, and be pre - charged to 55 psig. Maximum allowable working pressure is 125 psi. Relief valve of water heater to be set at 125 psig. Thermal expansion tanks shall be Amtrol "ST" Extrol series, or approved equal, size as shown on Plans. 15125 - 2 TUKWILA STADIUM RESTORATION SECTION 15125 PROJECT NO. 02-11-10 PLUMBING — PIPING SPECIALTIES PART 3 - EXECUTION 3.01 GENERAL A. Provide the plumbing specialties for the piping for a complete system as shown and 1. detailed on Plans. rt l B. Heat Trace: U O co o cow 1. Mechanical Contractor is responsible to coordinate installation of heat tracing with Electrical Contractor and all subcontractors. co LL; w O; 2. Apply the heater linearly on the pipe after piping has been successfully pressure 2 tested. Secure the heater to piping before insulation with cable ties or fiberglass LL Q tape at 2' intervals. SQ d 1 w., 3. Apply "electric traced" signs to the outside of the thermal insulation at 10' z H. intervals along the pipe on alternating sides. F- O: z i--. 2 END OF SECTION U N ,O 0)- ww -- I . - ~O Ili Z 0 SS F- I: O F-'• Z 15125 - 3 TUKWILA STADIUM RESTORATION SECTION 15155 PROJECT NO. 02 -11 -10 PLUMBING — FLOOR DRAINS SECTION 15155 PLUMBING — FLOOR DRAINS z PART 1 - GENERAL w 1.01 WORK INCLUDED A. Furnish and install the drains complete, including trap primers as shown on Plans. v O p rn w =' PART 2 - PRODUCTS w O 2.01 PIPING 1 a. d A. For piping see Section 15101. H W Z � . 2.02 FLOOR DRAINS, FUNNEL DRAINS, AND FLOOR SINKS Z A. Drains shall be Jay R. Smith, Josam, Zurn, Wade or approved equal. U 0 O D: • I— B. Floor Drains: Jay R. Smith Figure 2010- B -P -U, duco cast iron body with flashing collar, w square polished nickel bronze adjustable strainer head and grate, trap primer connection • U' and vandal -proof screws. Size as per Plans. v_ ~O . Z C. Floor and Funnel Drains: Jay R. Smith Figure 3510- F11 -P -U, duco cast iron two (2) piece U =; body with flashing collar, seepage openings, round polished nickel bronze adjustable ~O F-. strainer head and grate complete with 4" diameter polished nickel bronze funnel, trap Z primer connection and vandal -proof screws. D. Floor Drains (Traffic Areas): Jay R. Smith Figure 2250- P -U -G, cast iron body and flashing collar with heavy -duty cast iron grate, slotted sediment bucket, trap primer connection, and vandal -proof screws. Complete unit shall be galvanized. Size pursuant to Plans. E. Floor Sinks: Jay R. Smith 3006 -12 -C, stainless steel flanged receptor fabricated of 304 stainless steel with 12" half grate stainless steel top, sediment bucket and flashing clamp. Sizes as shown on Plans. 2.03 TRAP PRIMERS A. Individual Drains: Provide an approved automatic trap primer Jay R. Smith 2699, Zurn Z- 1022, or Precision Plumbing Products "Prime- Rite" at each floor drain and Runnel drain. Primers shall be concealed in every case, located in pipe spaces or wall cavities; and where not accessible in a pipe space, there shall be provided an access panel, Jay R. Smith 4760 Series (specify material), or equal, (as hereinbefore specified in Section 15010). Installation shall be per manufacturer's direction. 15155 - 1 TUKWILA STADIUM RESTORATION SECTION 15155 PROJECT NO. 02 -1 1 -10 PLUMBING - FLOOR DRAINS B. Multiple Drains: Shall be Precision Plumbing Products Model PR -500, or approved equal, with distribution units capable of serving up to four drains. Valve shall be all brass primer valve activated by a drop in building water pressure. Where the installation consists of more than four drains, use multiple primer valves to match number of drains to be served. Z w 6 00 to 0 W =: J I A. Provide the drainage equipment and all piping, for a complete drainage system as shown N LL w 0 and detailed on Plans. J. B. Install floor sinks with the top of the fixture as sufficient distance above finish floor LL elevation to prevent floor drainage from entering the floor sink. Floor sinks in kitchen = Cy areas shall be installed completely under counters to avoid trip hazard. F- _ Z C. The Mechanical Contractor shall be responsible for providing water to trap primers and Z running the primer lines to the drains. Verify location of trap primers with Architect before W W installing. v ( . :O H END OF SECTION = t t-2. I - I - - O to .. Z W H I: O ~. Z PART 3 - EXECUTION 3.01 GENERAL 15155 - 2 TUKWILA STADIUM RESTORATION SECTION 15165 PROJECT NO. 02-1 1 -10 PLUMBING - CLEANOUTS 2.02 CLEANOUTS PART 3 - EXECUTION SECTION 15165 PLUMBING - CLEANOUTS PARTI - GENERAL Z Z tu 1.01 WORK INCLUDED rt J U A. Furnish and install the cleanouts for the sanitary waste and vent, and storm drainage V O co O. systems as shown on Plans. w w J I" CO (L wO PART 2 - PRODUCTS 2 . 2.01 PIPING • D = d. W I. ZI-- A. For piping see Section 15101. F- O Z I- U C .O N A. Cleanouts shall be Jay R. Smith, Josam, Zurn, Wade or approved equal. 0 1--: Ill W B. Floor: Jay R. Smith Figure 4020 -f -C, duco cast iron body with round adjustable scoriated I-- • �? . secured nickel bronze top, gasket seal -ABS countersunk closure plug, complete with ! O`. flashing flange and clamp. Ii i Z` U N C. Tile: Jay R. Smith Figure 4010 F -C, duco cast iron body with round adjustable secured O nickel bronze top with 1/8" tile recess gasket seal -ABS countersunk closure plug, complete Z. with flashing flange and clamp. D. Wall: Jay R. Smith Figure 4400, duco cast iron caulk ferrule with cast iron countersunk closure plug. Provide with stainless steel cover and screw. 3.01 GENERAL A. Provide cleanouts on the drainage systems for a complete drainage system as shown and detailed on Plans. END OF SECTION 15165 - 1 • TUKWILA STADIUM RESTORATION SECTION 15170 PROJECT NO. 02-1 1 -10 PLUMBING — DRAINAGE SPECIALTIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install the drainage specialties as shown on Plans. PART 2 - PRODUCTS 2.01 PIPING A. For piping see Section 15101. 2.02 GREASE INTECEPTOR A. Interior Type: PART 3 - EXECUTION 3.01 GENERAL SECTION 15170 PLUMBING — DRAINAGE SPECIALTIES 1. Shall be acid resistant coated, fabricated steel grease interceptor complete with extension (depth as required), lift out sediment bucket, flange and flashing clamp, non -slip cover and flow control fitting. Capacity, flow rate and inlet /outlet sizes shall be per schedule shown on drawings. A. Provide the drainage specialties and all piping, for a complete drainage system as shown and detailed on Plans. END OF SECTION TUKWILA STADIUM RESTORATION SECTION 15400 PROJECT NO. 02 -11 -10 PLUMBING z Z 1.01 WORK INCLUDED 6' J U A. Provide a complete plumbing system for the building, including plumbing fixtures, V O p drainage, waste, vent, sewer and hot and cold domestic water systems. w tu J , B. Installation of components required for controls system operation. � ' w w Q PART 2 - PRODUCTS N d • w 2.01 PLUMBING FIXTURES Z = - h- O' Z F-! A. Refer to Section 15050, Basic Materials and Methods and Section 15410, Plumbing w w Dp :O w uj ' Ui A. Drainage, Waste & Vent: Refer to Section 15050, Basic Materials and Methods and tL Section 15101, Cast Iron Pipe, DWV and Sewer. Z' U N B. Sewer: Refer to Section 15050, Basic Materials and Methods and Section 15101, Cast Iron O Pipe, DWV and Sewer. Z PART I - GENERAL Fixtures & Trim. 2.02 PIPE AND FITTINGS C. Domestic Water (Inside Building): Refer to Section 15050, Basic Materials and Methods and Section 15106, Copper Pipe & Fittings. D. Domestic Water (Outside Building): SECTION 15400 PLUMBING 1. Refer to Section 15050, Basic Materials and Methods and [Section 15110, Plastic Piping Exterior Domestic Water Supply]. 2. Provide cast iron valve box and cover for all buried valves. 3. Valve Box Components: a. Gate Valves: Refer to Section 15120, Valves. Provide valve handle extensions if required. E. Backflow Preventer: Refer to Section 15120, Valves 1 5400 - 1 TUKWILA STADIUM RESTORATION SECTION 15400 PROJECT NO. 02 -1 1 -10 PLUMBING PART 3. - EXECUTION 3.01 GENERAL A. Install all plumbing fixtures, piping and equipment in accordance with the Uniform Z? Plumbing Code. re L. J U 00 (0 cn A. Installation: Refer to Section 15050, Basic Materials and Methods and Section 15101, Cast Iron Pipe, DWV and Sewer. N LL 3.03 DRAINAGE, WASTE & VENT -� w a` P A. Installation: Refer to Section 15050, Basic Materials and Methods and Section 15101, Cast Iron Pipe, DWV and Sewer. t- O Z F- 3.04 DOMESTIC WATER w w p • A. Domestic Water Installation (Inside Building): 8 u)) 0 I- = U H LLO 2. Wherever there is a connection between two dissimilar metals, e.g., ductile iron to ti N . = ; O' 3.02 OUTSIDE SEWER Refer to Section 15050, Basic Materials and Methods and Section 15106, Copper Pipe and Fittings. copper, provide an dielectric union or coupling. END OF SECTION 15400 - 2 TUKWILA STADIUM RESTORATION SECTION 15410 PROJECT NO. 02 -11 -10 PLUMBING FIXTURES & TRIM SECTION 15410 PLUMBING FIXTURES & TRIM z PART 1 - GENERAL ie al, 1.01 WORK INCLUDED 6 D JU A. Provide all plumbing fixtures as shown on the plans, complete with trim to wall as y O ; hereinafter specified. w w J N tl 1.02 SUBMITTALS w O: A. Submit catalog cuts and manufacturers data on all plumbing fixtures and trim in u.. 5. accordance with Section 15010, General Mechanical Provisions. to O' = w ' H Z 1- I- O Z w' w 0 ` O D' 0 H A. Fixtures are specified in the plumbing fixture schedule on plans followed by the catalog W W designation of the listed manufacturer. Similar fixtures of equal quality and type H u- H • manufactured by American Standard, Acorn, Willoughey, Eljer, and Elkay are O. acceptable alternates. tii N U =; B. Fixtures shall be new, free from flaws and blemishes with bright, smooth surface. p — z PART 2 - PRODUCTS 2.01 PLUMBING FIXTURES C. Provide all plumbing fixtures complete with all fittings, stops, risers, carriers, accessories, connections to waste, hot and cold water and /or flush connection as required to make each individual "P" unit pursuant to plan a completely finished and working plumbing fixture. Carriers shall be Jay R. Smith, Zuni, Wade, Josam, or approved equal. Provide insulation on exposed hot water supply and waste piping to lavatory and sink fixtures. Insulation shall be a system specifically manufactured for this purpose. D. All supplies, wastes, and traps in cabinet work or under counter shall be considered exposed to view. E. Piping for flush valves shall be anchored to prevent movement in the wall. Products such as the Holdrite #114-C shall be acceptable for use with water closets. F. All faucet and bubblers except those used in a commercial kitchen application or for service sink usage shall meet N.S.F. Standard 61, Section 9 for residential /drinking water faucets. G. All handicap plumbing fixtures shall comply with the Americans With Disabilities Act (A.D.A.) standards and procedures latest effective date. This Contractor shall verify these requirements with each manufacturer specified or acceptable alternate prior to the WATER EFFICIENCY STANDARDS 1997 UPC WAC 51 -46 -0402 Tank -type toilets 1.6 GPF Flushometer -valve toilets 1.6 GPF Flushometer -tank toilets 1.6 GPF Electromechanical hydraulic toilets 1.6 GPF Urinal 1.0 GPF Bathroom Faucets 2.5 GPM Lavatory Faucets 2.5 GPM Public Lavatory Faucets other than metering 0.5 GPM Kitchen Faucets 2.5 GPM TUKWILA STADIUM RESTORATION SECTION 15410 PROJECT NO. 02-11-10 PLUMBING FIXTURES & TRIM submittal process. All handicapped lavatories and sinks shall be provided with offset type tailpieces. H. Flush control for manual handicapped water closets shall be mounted for use from wide side of the water closet area. I. Handicapped Mounting Heights: 1. Water Closets: mounting height from floor to top of seat shall be a maximum of 19" and minimum of 17 ". 2. Urinals: front lip of basin shall not exceed 17" above finished floor. 3. Lavatories: lavatory rim or counter surface shall not be higher than 34" above the finished floor. J. Sensor Operated Water Closets and Urinals: 1. Where a single fixture is located in a toilet room, provide one transformer /fixture. Where multiple water closets and urinals are in a toilet room, one transformer may be used for up to eight (8) flushometers. K. Handicapped Lavatories and Sinks: 1. Provide supply and waste protection — Trap Wrap by Brocar Products, Inc., or I-Iandi -Lav -Guard by Truebo, Inc. L. Plumbing Fixture Schedule: See Schedule on Drawing 14.0. 2.02 WATER EFFICIENCY STANDARDS A. All plumbing fixtures, water usage flow rates shall be in full compliance with the latest Washington State Building Code and /or Uniform Plumbing Code requirements as hereinafter described: 15410 -2 TUKWILA STADIUM RESTORATION SECTION 15410 PROJECT NO. 02-11-10 PART 3 - EXECUTION 'Replacement Aerators 2.5 GPM z Q w CL A. Locate each fixture in accordance with architectural details. Unless otherwise noted, -I 0 • each fixture shall be located symmetrically, with its center -line congruent with the center 0 0 of windows, stall spaces, wall spaces, or casework. Unless noted otherwise, mounting w w height of fixtures shall be in accordance with the manufacturer's roughing -in standards. 3.01 PLUMBING FIXTURES B. Piping connections to fixtures, including water, soil, waste, and vent shall be in accordance with manufacturer's rough -in details. All equipment shall be connected under this contract. C. Provide escutcheon plates for all lines through the walls and floors. D. Caulk wall mounted fixtures where the fixture is in contact with the wall. E. Water connections shall have individual loose key stops installed on fixtures. Number of keys provided for Owner's use shall be as directed, but will not exceed one key per fixture. If water connections are concealed, install valves in lieu of stops. Stops to be as manufactured by Brasscrafl, McGuire, Eastman or approved equal. II P F. Apply non - harding flexible sealer containing silicone rubber to fill joint between fixture Z and wall for wall -hung fixtures. 3.02 WASTE CONNECTIONS A. Waste, drain, and soil connections to be of full size of trap or fixture outlet. All fixtures shall be firmly fastened in place by the use of anchored bolts and backing. Wherever the weight of the fixture requires, this Contractor shall make special provisions for the attachment of fixtures as directed and approved. Traps shall comply with U.P.0 Section 1003.1 with a minimum 17 -ga. Thickness and with manufacturer's name and gauge stamped legibly in the metal of the trap. Trap and tailpiece to be chrome plated brass and manufactured by McGuire or approved equal. END OF SECTION 15410 - 3 PLUMBING FIXTURES & TRIM U = 0 Z • TUKWILA STADIUM RESTORATION SECTION 15480 PROJECT NO. 02 -11 -10 DOMESTIC WATER HEATERS PART I - GENERAL 1.01 WORK INCLUDED A. Provide and install domestic water heaters as shown on the Plans. PART 2 - PRODUCTS 2.01 GENERAL SECTION 15480 DOMESTIC WATER HEATERS A. All water heaters shall meet the requirements of the American Society of Heating, Refrigeration and Air Conditioning Engineers (ASIIRAE) standard 90.Ib -1992 and be so labeled. Controls shall not allow water temperature to exceed 210 degrees F. All water heaters shall comply with all provisions of the Washington State Energy Code. B. Heaters shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable settings for the intended use. C. A separate switch shall be provided to permit turning off the energy supplied to electric service water heating systems. A separate valve shall be provided to permit turning off the energy supplied to the main burner(s) of all other types of service water heater systems. 2.02 ELECTRIC WATER HEATERS A. Provide ASME rated pressure relief valve. B. Tank shall be rated for 1.5 times the working pressure. C. Heater shall be UL listed. (UL 1453 -94). D. Tank shall be of size and level of quality as shown on the drawings. PART 3 - EXECUTION 3.01 GENERAL A. Install heaters per manufacturers published installation instruction and the requirements of Chapter 5 of the Uniform Plumbing Code. 15480 - 1 TUKWILA STADIUM RESTORATION SECTION 15480 PROJECT NO. 02-1 1 -10 DOMESTIC WATER HEATERS 3.02 ELECTRIC WATER HEATERS A. All electric water heaters in unheated spaces shall be placed on an incompressible insulated surface with a minimum thermal resistance of R -10. Electric water heaters placed on floors insulated to a minimum of R -10 shall be deemed to meet this z Q z requirement. z w 3.03 DOMESTIC HOT WATER TEMPERATURE MAINTENANCE SYSTEM v -J O 0 A. Installation: The system shall be installed according to the project drawings and the co = J CO u_ w LL? E2 a ~w z � I- 0 Z w U 0 .O - C3 I- 3. The installer shall be responsible for providing a functional system, installed in = 0 accordance with applicable national and local code requirements. Each circuit shall be protected with a 30-mA ground -fault protection device. z EL • N O z B. Testing: manufacturer's instructions. 1. Install heating cables on all domestic hot water supply mains and branch pipelines to within 15' of the plumbing fixtures. Apply the heater linearly on the pipe, spiraling is not allowed. Secure the heater to piping before insulation with cable ties or fiberglass tape at 2' intervals. Power connection, end seal, splice and tee components shall be applied in the field. Wire at the ends of circuits is not to be tied together. 2. Apply "electric traced" signs to the outside of the thermal insulation at 10' intervals along the pipe on alternating sides. Install identification label at power connections. 1. Procedure: Measure the heater circuit continuity and the installation resistance between the braid and bus wires with a 2,500V DC megohmmeter (megger). 2. The tests should be performed after the pipe insulation has been installed and prior to installation of wall or ceiling cover, and shall be witnessed by the manufacturer's representative. C. Acceptable Results: 1. Megger Readings: The heater circuit shall be continuous and megger readings shall be at least 20 megohms regardless of heater length. Circuits yielding unacceptable readings must be repaired or replaced. 2. Capacitance Tests: Each circuit shall be within 10% of the expected circuit footage based on readings from both cable bus wires. No circuit shall exceed the maximum allowable circuit length for each type of heating cable. D. Core Resistance Test: All core resistance tests from bus wire to bus wire shall measure greater than 1.0 ohms. TUKWILA STADIUM RESTORATION PROJECT NO. 02 -11 -10 SECTION 15480 DOMESTIC WATER HEATERS 1. It is required that 208V power be provided to heating cable and 30tnA ground - fault protection devices are installed in the electric panel. E. Submittal of test and as -built results: Submit complete records of the data to the Engineer in the Installation and Operations Manual. F. Coordination: Mechanical Contractor is responsible to coordinate installation of HWAT W 6 cable with Electrical Contractor and all subcontractors. 8 • J CI U O' CO 0 ` CO W END OF SECTION 15480 - 3 co 0 W g -J co g Z F-, F- 0 Z 1-. 0 CI, C1 t- W W 1 t— -6= • Z si2 01— z TUKWILA STADIUM RESTORATION SECTION 15770 PROJECT NO. 02 -11 -10 RANGE HOODS PART I - GENERAL z 1.1 WORK INCLUDED 6 _i0 A. Furnish and install complete Range hood units as shown on the drawings and specified (0 0 herein. co w J r CO W O A. The work shall be done in accordance with all applicable codes and ordinances, The Q. installation shall comply with the recommendations of ASHRAE (American Society of N O Heating, Refrigeration, and Air- Conditioning Engineers), SMACNA (Sheet Metal and H W Air Conditioning Contractors National Association), HVAC Duct Construction z H. Standards and the Industrial Ventilation Manual by the American Conference of Z O Governmental Industrial Hygienists, 18' Edition. w w 2 p U O N. D H W W' 1- • tL 1--; - O. . . Z • H =. O �. z 1.2 CODES 2.3 PRODUCT TESTING A. PART 2 - PRODUCTS See Section 15010. 2.1 RANGE HOOD EXHAUST SYSTEM A. Econ Air wall type Model EX. 1. Wall canopy style ventilator. SECTION 15770 RANGE HOODS 2. Canopy hood is UL listed, NSF approved and in compliance with NFPA 96, BOCA and UMC. 3. Hood constructed of 18 -ga. Type 304 with No. 4 finish on all exposed surfaces. 4. External seams and joints welded and liquid tight. 5. Exposed welds ground and polished. 6. Grease extraction capacity shall be 95% efficient at 700° F. 7. Concealed pitched drain trough is integral part of hood runs full length of hood with easy accessibility and a removable grease collection cup (removable grease trough not acceptable). TUKWILA STADIUM RESTORATION SECTION 15770 PROJECT NO. 02 -11 -10 RANGE HOODS B. Options To Be Provided: 1. UL listed fire damper assembly located in exhaust collar is spring activated, fire link separated above 286° F. sealing off grease duct. z ; = Z . 2. Engineered Flow Monitor: w re 5 6 D . a. Canopy includes a factory installed EFM (Engineered Flow Monitor) for -J J C. continuous air monitoring of hood system airflows. N p, CD Ill b. Manufacturer provides a certified test curve, charting the relationship .J 1 between quantity of air movement and pressure readings. ' W O c. After fabrication, each specific canopy is individually nun tested for g J .. generation of certified test curve using factory calibrated airflow u- j D. a. C. Light Fixtures: transmitter test station. w H w d. Test curve readings are taken in accordance with established laboratory O practices within ±5% accuracy. z f- 11J uj e. Canopy will have one (1) separate gauge for exhaust, mounted in an 18- U ga. stainless steel enclosure located on canopy providing continuous ;0 : H reading of actual exhaust airflow rates. w w U f. Gauges have signal flag displaying optimum operating condition preset u r at the factory before shipment. . z O~ z UL listed, surface mounted, incandescent light fixtures spaced evenly not more than 48" apart. D. Control Panel: 1. Fan On/Off pushbuttons with indicator lights, hood mounted. 2. Light switch hood mounted. E. Fire Suppression System: 1. "Range Guard" Fire Extinguishing System includes: Plenum, appliance and duct protection piping and nozzles, 280 degree F fusible link, pneumatic release, fuel gas shut -off valve, manual release, pressure switch, mechanical control box and cylinder and valve assembly. "Range Guard" system uses Karbaloy II liquid chemical and is UL listed in accordance with NFPA96. 2. Motor is in an isolated compartment out of the airstream. 15770 - 2 TUKWILA STADIUM RESTORATION PROJECT NO. 02-11-10 3. 18 -ga. galvanized roof curb to raise fan discharge 40" above roof surface, vented per NFPA. 4. The fan includes a disconnect switch. 5. AMCA certified for sound and air performance. • 6. Exhaust Fan Sound Data: OBI OB2 OB3 OB4 OB5 OB6 OB7 OB8 SONES LwA 62.7 74.3 79 66.3 62.5 59.9 57 51.2 10.7 72.9 F. Capacities: 2.2 TYPE I IlOOD DUCTS A. Exhaust Ducts: Exhaust ducts shall be 16 -ga. galvanized sheet metal with all seams and joints welded watertight. Hanging and reinforcement methods shall conform to the applicable U.M.C. and SMACNA standards. Duct cleanouts shall be provided at each change in direction of duct and at a maximum 6' spacing on center in straight horizontal and vertical nms. Cleanouts shall be provided at each sprinkler nozzle in the exhaust duct. Duct cleanouts shall be welded watertight on duct and shall have one -hour fire - rated tight fitting access door of the same gauge (or heavier) as duct, with latch -type connection to the frame. All materials shall conform to the requirements of the most recent U.M.C. Chapter 5, NFPA 13 and NFPA 96. PART 3 - EXECUTION Exhaust fan Econ -Air Model DU3OH 1000 CFM @n .5 S.P. Exhaust '/ HP cycle. 120/1f/60 3.1 TYPE I HOOD EXHAUST DUCTS A. Contractor shall take care to minimize offsets and fittings in ductwork. All penetrations through duct for sprinkler piping shall be welded watertight to pipe. Duct penetration through exterior wall or roof shall have openings in flashing to vent the duct chase. Coordinate with other contractors as required to ensure proper lineup of duct cleanouts with duct enclosure accesses. All installation practices shall conform to the most recent U.M.C. Chapter 5, NFPA 13 and NFPA 96. 3.2 HOOD INSTALLATION SECTION 15770 RANGE HOODS A. Flood shall be installed per manufacturers recommended and installation shall comply with all applicable codes. 15770 -3 TUKWILA STADIUM RESTORATION PROJECT NO. 02-11-10 END OF SECTION SECTION 15770 RANGE HOODS TUKWILA STADIUM RESTORATION SECTION 15800 PROJECT NO. 02-1 1 -10 AIR DISTRIBUTION SYSTEM - GENERAL 1.02 SCOPE 1.03 DUCT SUPPORTS PART 2- PRODUCTS 2.01 DAMPERS 2.02 ACCESS PANELS SECTION 15800 AIR DISTRIBUTION SYSTEM - GENERAL PART I - GENERAL Z p-Z 1.01 GENERAL rt J U 00 NO W I CO ur w O. A. To provide complete systems of ductwork for 6" W.G. and /or 2" W.G. air systems. 2 N I-W • A. Ducts shall be run level and be supported at intervals necessary to prevent any bending Z 1 or sagging. Where angles are used to cradle the duct between joints, provide neoprene Z O0. fabric between duct and angle to insulate vibration transmission. L uf U O O N O w w . .. U N Z A. Conform to General Conditions, Supplementary Conditions, and Division 1. A. Provide flat blade volume dampers on all supply, return and exhaust air branch ducts serving each grille, register, ceiling diffuser, etc. Relief air and transfer ducts may be omitted. Dampers for main trunks shall be provided where shown on Plans or deemed necessary for the proper balancing of each air system. B. Provide accessible locking quadrant type handle for each volume damper. Where this is not possible, provide Ventlock #666 concealed damper regulator. A. Shall be constructed per the latest edition of SMACNA's HVAC Duct Construction Standards. B. See Part III, Execution of this Specification Section. 2.03 DUCTWORK FITTINGS AND SUPPORT A. Shall be per the latest SMACNA edition of 1 -IVAC Duct Construction Standards. B. See Part III Execution, this Specification Section. 15800 - 1 TUKWILA STADIUM RESTORATION SECTION 15800 PROJECT NO. 02 -11 -10 AIR DISTRIBUTION SYSTEM - GENERAL 2.04 EXPOSED DUCTWORK A. All duct gauges for ductwork installed on roof or in other locations exposed to weather shall be as specified hereinafter above - ground ductwork. All joints shall be sealed with Z United McGill Corporation duct sealer and open weave tape. All insulation shall be installed internally and ducts shall be sized to provide net inside dimensions as shown on ' w the Drawings. Exposed ductwork shall be painted with one coat of self - etching type 6 D primer and two (2) coats of oil -base finish enamel, color as selected by Architect. U O 2.05 MOTORIZED DAMPERS J H CO W A. All motorized dampers shall be furnished by others unless specified as a standard w 0 integral component of a particular piece of equipment, e.g., packaged kitchen heat g recovery unit but shall be installed by this Contractor under the supervision of the u. Q: Automatic Temperature Control Contractor. D. d = w B. Dampers shall be full size of duct, be sealed between damper frame and duct, and shall Z H . operate without binding on duct walls. Provide access panels for motorized dampers per O Item 2.03 this Specification section. w w 2 D. D C. Where motorized dampers are installed in fiberglass ductwork, provide sheet metal 0 N sleeve that also contains the access panel noted above. 0 f-. ww u. O ti l Z U = ' P. F 2.06 AIR TERMINALS (LOW VELOCITY) A. See Section 15840. 2.07 BACKDRAFT DAMPERS (BDD) A. Provide the backdraft dampers of the sizes shown on Plans and of the types hereinafter specified. B. Metallic Dampers IIorizontal Airflow: Ruskin Model BD2 /A1, with extruded aluminum frame and extruded aluminum blades with vinyl edge seals. Operational pressures are .03" W.G. to blades start to open and .10" W.G. blades fully open. C. Non - Metallic Dampers Horizontal Airflow: Ruskin Model NIvIS2 or Wonder Metals Model FBD with neoprene- coated glass fabric blades in a steel frame with either galvanized expanded metal or wire mesh backing. D. Metallic Dampers Vertical Airflow Up: Ruskin Model CBD2 with extruded aluminum frame and formed aluminum blades with vinyl edge seals. Operational pressures are .01" W.G. to blades start to open and .10" W.G. blades fully open. 15800 -2 Z TUKWILA STADIUM RESTORATION SECTION 15800 PROJECT NO. 02-11-10 AIR DISTRIBUTION SYSTEM - GENERAL 2.08 RUBBERIZED ASPHALT FLASHING A. "Ice and Water Shield" by W.R. Grace and Co.; "Ice and Water Guard" by Presto Wrap; "Weather Watch" by GAF, or approved, 40 mil. Thickness, self - adhering. PART 3 - EXECUTION 3.01 VOLUME DAMPERS A. Provide volume dampers in the supply branch duct serving each air terminal. B. Install dampers as defined in latest edition SMACNA HVAC Duct Construction Standards. Dampers to be constructed and installed consistent with pressure class. Stiffen all blades with the longest dimension exceeding 18 ". Duct penetrations for damper installation will require sealing as necessary to eliminate noise for each pressure class. C. Dampers shall be installed with blades in the full open position, secured in place with locking quadrant -type handle. Dampers shall be installed as far from air terminal as possible to eliminate air turbulence and noise. 3.02 ACCESS PANELS A. Provide gasketed fully- hinged, easily - opened access panels on ducts where required to service fire dampers, damper operators and other associated equipment. All access doors to mechanically furnished panels, control boxes and filter compartments shall also be provided with fully- hinged, easily - opened access doors. Access panels shall be provided at each fire damper for replacing fusible links and resetting fire damper. Access panels shall also be provided at all motorized and backdraft damper locations (to help determine damper position and operation). Access panels for fire dampers shall have a label on the doors stating, "Fire Damper" in a minimum height of 1/2 ". 3.03 FLEXIBLE CONNECTIONS A. Wherever ducts make connection with any air handling device such as supply fans, exhaust fans, etc., flexible connections are to be used. END OF SECTION 15800 - 3 TUKWILA STADIUM RESTORATION SECTION 15810 PROJECT NO. 02-11-10 LOW PRESSURE STEEL DUCTWORK PART 1 - GENERAL 1.01 WORK INCLUDED - D 6 J U A. Provide complete sheet metal ductwork systems as shown on the Plans. co O. Nom. � W =: J N LL PART 2 - PRODUCTS W O. 2.01 DUCTWORK, RECTANGULAR u_ Q N a d A. Construction Standards - SMACNA References. H _ . Z �. 1. 1 -IVAC Duct Construction Standards, Metal and Flexible - 1995. 0 ' zt- ui D ' B. Fabricate in accordance with SMACNA references, NFPA 90A, and the Uniform U p. Mechanical Code. .0 0)'. 01— C. Duct Material: W W' 1 Ga lvanized carbon steel, for air duct construction, ASTM A525 -64T. • 0 . W z U N 2. Angles, bars and rods for support and reinforcement, structural quality carbon I= H: steel, ASTM A7 or A36. O z 2.02 DUCTWORK, ROUND A. Materials shall be per SMACNA HVAC Duct Construction Standards, Metal and Flexible, Galvanized Sheet Metal. Provide spiral duct. 2.03 DUCTWORK ACCESSORIES A. Turning Vanes: Provide single vane type for vane lengths under 36 ", double vane type on vanes 36" in length and longer. B. Caulking and Sealing Compounds: SECTION 15810 LOW PRESSURE STEEL DUCTWORK 1. Per the requirements of NFPA Standard 90A for flame spread rating and smoke emission. 2. Thick consistency sealant similar and equal to Minnesota Mining EC -800 or Foster No. 30 -02. 15810 - 1 TUKWILA STADIUM RESTORATION SECTION 15810 PROJECT NO. 02 -1 1 -10 LOW PRESSURE STEEL DUCTWORK C. Dampers and Splitters: Shall be furnished with accessible operating mechanisms. Where operators occur in finished portions of the building, operators shall be chromium plated and all exposed edges rounded. Splitters shall be operated by quadrant operators or 3/16 -inch rod brought through the side of the duct with locking setscrew and bushing. Two rods are required on splitters over 8 inches. Manual volume control dampers shall = F= be operated by locking -type quadrant operators. Dampers and splitters shall be two re 2 gauges heavier than the duct in which installed. Unless otherwise indicated, multileaf dampers shall be opposed blade type with maximum blade width of 12 inches. Access -I UO doors or panels shall be provided for all concealed damper operators and locking co 0 setscrews. Unless otherwise indicated, the locking -type quadrant operators, for dampers, co W when installed on ducts to be thermally insulated, shall be provided with stand -off co u_ mounting brackets, bases, or adapters to provide clearance between the duct surface and w 0 the operator not less than the thickness of the insulation. Standoff mounting items shall be integral with the operator or standard accessory of the damper manufacturer. Volume g dampers shall be provided where indicated. Provide access for operators concealed N above gypsum wallboard ceilings. = Cy I- al Z D. Flexible Connections: H 0 Z t— E. w 1. 30 ounce per square yard neoprene - coated glass fabric. Flexible connections 2 D shall be impervious to moisture, mildew, and chemical reaction. U N O O t- 2. Provide Ventglas or approved equal. W w H � . IL O Z 1. Prefabricated clamps, supports and accessories: ITT, Grinnel or equal. U OH Support Materials: 2. Structural Steel: ASTM A36 2.04 DUCT ACCESS DOORS, PANELS AND SECTIONS A. Provide access doors, sized and located for maintenance work, upstream of the associated component where possible. Doors shall have a full piano type hinge, reinforced edges and a rubber gasket seal around the edges. B. Access doors shall be provided in ductwork where indicated and at all air flow measuring primaries, automatic dampers, fire dampers, coils, thermostats, and other apparatus requiring service and inspection in the duct system, and unless otherwise shown, shall conform to SMACNA. Access doors shall be provided upstream and downstream of airflow measuring primaries and heating and cooling coils. Doors shall be minimum 375 by 450 mm, (15 by 18 inches,) unless otherwise shown. Where duct size will not accommodate this size door, the doors shall be made as large as practicable. Doors 600 by 600 mm (24 by 24 inches) or larger shall be provided with fasteners operable from both sides. Doors in insulated ducts shall be the insulated type. 15810 - 2 J Z TUKWILA STADIUM RESTORATION SECTION 15810 PROJECT NO. 02 -11 -10 LOW PRESSURE STEEL DUCTWORK C. Openings shall be as large as feasible in small ducts, 12" by 12" minimum where possible. Access sections in insulated ducts shall be double -wall, insulated. Transparent shatterproof covers are preferred for uninsulated ducts. D. HVAC Duct Construction Standards Figures 2 -12 and 2 -13. PART 3 - EXECUTION 3.01 DUCTWORK A. Fabrication (Rectangular Ductwork): 1. Construction shall be in accordance with the applicable SMACNA HVAC Duct Construction Standards. 2. The internal end of all slip joints shall be installed in the direction of air flow. 3. Where the perimeter of duct does not exceed the width of the sheet, ducts shall be constructed with one longitudinal seam only. 4. "Pittsburgh" type flat double lock longitudinal seams shall be used on all ducts in which the longest transverse dimension does not exceed 36 ". 5. "Standing" seams of lock type, I" high shall be used on all ducts with longest transverse dimension exceeding 36 ". All standing seams shall be punched. B. Elbows: 1. Wherever possible, elbows shall have a centerline radius equal to 1 -1/2 times the duct dimension in the plane of the turn. 2. Where space does not permit the above radius, or where square elbows are indicated on the drawings, they must be equipped with special manufactured, factory-built turning vanes. (Local shop fabricated turns will not be acceptable). 3. Where transition pieces in the ducts occur, the slopes in the sides must be approximately one to five. Abrupt changes or offsets of any kind will not be permitted. No attempt is made to show on the drawings all offsets, which may be required. 4. All offsets in ducts, as necessary for the installation, whether shown or not, shall be provided. C. Hangers and Supports: 15810 -3 z 1 ~ w J U UO W = CO u WO 2 — a W z 1 ._ H O ' z W ON W w ii z i U = O~ z TUKWILA STADIUM RESTORATION SECTION 15810 PROJECT NO. 02 -1 1 -10 LOW PRESSURE STEEL DUCTWORK 1. All ducts must be provided with hangers in sufficient number and at close enough centers to prevent any bending or sagging, and in any event, the hanger spacing shall not exceed eight feet. Z 2. Ducts shall be supported either by rods, or by applicable methods as shown in 1 Z the SMACNA 1 -IVAC Duct Construction Standards, Figure 4 -1 thru 4 -9. w 3. Ducts shall be seismically braced in accordance with the SMACNA Seismic _10 Restraint Manual Guidelines for Mechanical Systems, latest edition. w 0 co tu J am D. Dampers: Provide dampers of the types, and at the locations shown on the drawings, or N u. where necessary to provide proper balancing. Dampers shall have a positioning w 0. quadrant, lever and locking assembly. 2 • J E. Protection and Cleaning: Adequately protect equipment and materials against physical N d damage. Place equipment in first class operating condition, or return to source of supply H w for repair or replacement, as determined by the Engineer. Protect equipment and ducts Z ti-, during construction against entry of foreign matter to the inside and clean both inside and I- 0 outside before operation and painting. When new ducts are connected to existing w F- w ductwork, clean both new and existing ductwork by mopping and vacuum cleaning inside and outside before operation. 0 CI 0 H 3.02 FABRICATION & INSTALLATION, ROUND H v t- A. Fabricate and install per SMACNA I -IVAC Duct Construction Standards, Metal & ti Z Flexible, NFPA 90A, and the Uniform Mechanical Code. U to IL- F O Z 3.03 ACCESSORIES A. Install volume or splitter dampers as required at all branches in the ductwork. B. Provide remote operators for inaccessible dampers. C. Install access panels and doors air tight. Select and set hardware, latches, locks and gasket seals to suit operating pressure. D. Install flexible connections at fan or equipment outlets. Align duct and equipment flange to maintain a 1" minimum clear gap between the adjoining metal parts. E. Provide sheet metal sleeve around penetrations through walls or floors. Pack opening around duct with fiberglass and caulk with resilient caulking. F. Provide access doors for all fire dampers, dampers, heaters, coils and any other component, which will require maintenance. 15810 -4 TUKWILA STADIUM RESTORATION SECTION 15810 PROJECT NO. 02 -11 -10 LOW PRESSURE STEEL DUCTWORK 3.04 EXTERIOR DUCTWORK A. Provide a tightly weather sealed and finished ductwork system in accordance with Section V, "Exterior Components" of the SMACNA HVAC Duct Construction Standards - Metal and Flexible. END OF SECTION TUKWILA STADIUM RESTORATION SECTION 15813 PROJECT NO. 02 -1 1 -10 FLEXIBLE DUCTWORK PART 1 - GENERAL I z' 1.01 WORK INCLUDED D JU : U O 0 A. Provide complete flexible ductwork systems as shown on the plans. N w. J = t - . N IL' PART 2 - PRODUCTS ' w O: 2.01 FLEXIBLE DUCTWORK IL a =d • A. Construction Standards - SMACNA References: i' w Z - 1. LV - Low Pressure Duct Construction Standards, 1976. w O. W 2. HVAC Duct Construction Standards, Metal and Flexible - 1985. U 0 'O N. W W, = U 1. Vinyl- coated spring steel helix bonded to a vinyl - coated fiberglass mesh liner 3 wrapped with fiberglass wool insulation jacketed with a reinforced metallized . z mylar /neoprene laminate outer casing. U � . O z B. Duct Material: PART 3 - EXECUTION 3.01 FLEXIBLE DUCTWORK A. Installation: SECTION 15813 FLEXIBKE DUCTKWORK 1. Install in accordance with SMACNA references and to NFPA 90A. Installation shall comply with UL -181 requirements. 2. Length of flexible duct shall not exceed ten (10) feet. 3. Runs of flexible duct shall be as straight as possible to minimize pressure losses. Stretch duct to smooth out internal comigations. Use long radius bends where possible. TUKWILA STADIUM RESTORATION SECTION 15813 PROJECT NO. 02 -11 -10 FLEXIBLE DUCTWORK 4. Flexible duct connection shall be made by sliding inner duct on sheet metal connector and applying two (2) wraps of duct tape, taking care not to wrinkle tape. Slide a worm -drive stainless steel band clamp over tape, cover and inner duct and secure screw clamp. END OF SECTION TUKWILA STADIUM RESTORATION SECTION 15830 PROJECT NO. 02 -11 -10 FANS PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish and install all exhaust fans and accessories as shown on the plans. U p rn 1.02 REFERENCE PUBLICATIONS SECTION 15830 FANS A. The following publications are incorporated by reference, and shall be the current issue at the time of bid: 1. Air Conditioning And Refrigeration institute (ARI): ARI Guideline D Application and installation of Central Station t-0: Air- l- landling Units W F" m 0 2. Air Movement and Control Association (AMCA): U .0 H' AMCA 210 Laboratory Methods of Testing Fans for Rating w w H U. AMCA 300 Reverberant Room Method for Sound "Testing of u . ~ O w 0 (' H H O z Fans 3. American Bearing Manufacturers. Association (AFBMA): AFBMA Std 9 Load Ratings and Fatigue Life for Ball Bearings AFBMA Std 11 Load Ratings and Fatigue Life for Roller Bearings 4. Underwriters Laboratories (UL): UL 705 Power Ventilators UL Bld Mat Dir Building Materials Directory UL Elec Const Dir Electrical Construction Equipment Directory UL Fire Resist Dir Fire Resistance Directory (2 Vol.) • u. w O J u. D Y2 a 1 1 w Z �' TUKWILA STADIUM RESTORATION SECTION 15830 PROJECT NO. 02-11-10 FANS PART 2 - PRODUCTS 2.01 FANS - GENERAL A. Fans shall be tested and rated according to AMCA 210. Fans may be connected to the motors either directly or indirectly with V -belt drive, as indicated on the drawings. V- belt drives shall be designed for not less than 120 percent of the connected driving capacity. Motor sheaves shall be variable pitch for 15 hp and below and fixed pitch as defined by ARI Guideline D. Variable pitch sheaves shall be selected to drive the fan at a speed which will produce the specified capacity when set at the approximate midpoint of the sheave adjustment. When fixed pitch sheaves are furnished, a replaceable sheave shall be provided when needed to achieve system air balance. Motors for V -belt drives shall be provided with adjustable rails or bases. Removable metal guards shall be provided for all exposed V -belt drives, and speed -test openings shall be provided at the center of all rotating shafts. Fans shall be provided with personnel screens or guards on both suction and supply ends, except that the screens need not be provided, unless otherwise indicated, where ducts are connected to the fan. Fan and motor assemblies shall be provided with vibration - isolation supports or mountings as indicated. Vibration - isolation units shall be standard products with published loading ratings. Each fan shall be selected to produce the capacity required at the fan static pressure indicated. Sound power level shall be as indicated. The sound power level values shall be obtained according to AMCA 300. Standard AMCA arrangement, rotation, and discharge shall be as indicated. 2.02 IN -LINE CENTRIFUGAL FANS A. In -line fans shall have centrifugal backward inclined blades, stationary discharge conversion vanes, internal and external belt guards, and adjustable motor mounts. Fans shall be mounted in a welded tubular casing. Air shall enter and leave the fan axially. Inlets shall be streamlined with conversion vanes to eliminate turbulence and provide smooth discharge air flow. Fan bearings and drive shafts shall be enclosed and isolated from the air stream. Fan bearings shall be sealed against dust and dirt and shall be permanently lubricated, and shall be precision self aligning ball or roller type. Bearing life shall be L50 rated at not less than 200,000 hours as defined by AFBMA Std 9 and AFBMA Std 11. Motors shall have totally enclosed enclosure. PART 3 — EXECUTION 3.01 FANS A. Installation: 1. Install per manufacturer's recommendations. 15830 - 2 TUKWILA STADIUM RESTORATION SECTION 15830 PROJECT NO. 02-11-10 2. Provide flexible connections for all fans. 3. Provide speed switches for all ceiling exhaust fans. Speed purpose of balancing exhaust air quantities and shall be housings, except where specifically shown otherwise. 4. In addition to speed switches, provide time delay switches for fans, which shall also control lights. END OF SECTION FANS switches are for the mounted in the fan Toilet Room exhaust Z U. UO: N0 . Ww J cu 0. 2 g J . a, . co D: Z o ILI al! U � O H, w U . I 11 Z ck pm : O Z TUKWILA STADIUM RESTORATION SECTION 15840 PROJECT NO. 02 -1 1 -10 GRILLES, REGISTERS & DIFFUSERS PART 1 - GENERAL 1.01 WORK INCLUDED SECTION 15840 GRILLES, REGISTERS & DIFFUSERS A. Provide all grilles, registers, diffusers, louvers and accessories as shown on the plans. 1.02 SUBMITTALS A. Provide data for throw, drop, terminal velocity at rated throw, and noise (NC) rating for each grille, register, and diffuser in addition to requirements of section 15010. Provide this information by completing the terminal schedule at the end of this section as part of the construction submittals. PART 2 - PRODUCTS 2.01 GENERAL A. Similar air terminals to those specified and of equal quality same type, by Krueger or Price will be considered as equal and will not require prior approval. Similar heavy -duty grilles /registers to those specified and of equal quality and same type by Shoemaker will be considered as equal and will not require prior approval. Similar weatherproof louvers to those specified and of equal quality and same type, by Greenheck, American Warming will be considered as equal and will not require prior approval. B. Devices shall remove or distribute quantity of air uniformly, throughout the indicated space, without causing noticeable noise or drafts, air movement greater than 25 feet per minute, or dead spaces. C. Sound rate air terminal devices in accordance with Air Diffusion Council (ADC) Standard 1062R4. D. Fabricate devices of steel or aluminum. Provide steel devices with either a prime coat finish of a baked enamel finish to match either the trim color or the contiguous surface color, selection to be coordinated with the Owner's representative. Device internals and the interior of visible duct connections shall be painted matte black. E. Where moist or grease laden air is exhausted, provide aluminum devices with anodized finish. F. Unless otherwise indicated, provide diffusers and registers with opposed blade volume dampers for accessible key operator adjustment. 15840 - 1 TUKWILA STADIUM RESTORATION SECTION 15840 PROJECT NO. 02 -11 -10 GRILLES, REGISTERS & DIFFUSERS G. Where inlet and outlet openings are located less than seven feet above the floor, provide grille or screen protection in accordance with National Fire Protection Association (NFPA) pamphlet 90A. Z H. Louvers shall be furnished for installation in exterior walls as shown on the drawings. 1 H Louver blades shall be fabricated from anodized aluminum or galvanized steel sheets, w and shall be provided with a frame of galvanized steel or aluminum stnictural shapes. 6 = Sheet metal thickness and fabrication shall conform to SMACNA HVAC Duct 0• Construction Standards -Metal and Flexible. Blades shall be accurately fitted and N D secured to frames. Edges of louver blades shall be folded or beaded for rigidity and w = : baffled to exclude driving rain. Louver shall be provided with bird screen. Louvers shall J H bear AMCA Certified Ratings Seal for air performance and water penetration ratings as w O 0 described in AMCA 500. 2 J I. Louvers to be manufactured by Ruskin as noted below by Greenheck, Penn Ventilation, N D American Warming or approved equal. H W Z H HO. Z1— A. Wall Exhaust Grille (WEG): Titus SG -LFO Steel Lattice Face w/ 13/16" square holes 2 M 0 'O —. B. Weatherproof Louver (WPL -2 *): Ruskin Model ELF375DX 4" stationary drainable w ~ blade louver. Frame shall be 0.081" thick extruded aluminum and blades shall be 0.081" H 0 think extruded aluminum positioned at 371/2° angle. Provide with following options: LL- ~O 2.02 TERMINALS PART 3 - EXECUTION on 1" centers white prime coat finish. - Standard (flush) frame - Integral Flange frame - 3/4" x .051 expanded aluminum bird screen - 18 x 16 mesh aluminum insect screen - Prime coat finish - Clear anodize finish - Baked enamel finish- standard color As selected by Architect. — Kynar paint finish- standard color As selected by Architect. - Hinged frame 3.01 DIFFUSERS, REGISTERS AND GRILLES A. Installation: 1. • Install all diffusers, registers and grilles in the locations shown on the plans. 15840 - 2 w Z . U= 0 Z TUKWILA STADIUM RESTORATION SECTION 15840 PROJECT NO, 02 -1 1 -10 GRILLES, REGISTERS & DIFFUSERS 3.02 LOUVERS 2. Devices installed shall be designed for type of construction and module of ceiling or wall in which devices are to be mounted. Wall return grilles and registers mounted near floor shall be installed so blades point downward and if mounted ceiling, blades shall point upward. Ceiling exhaust and return grilles Z and registers, the blades shall point towards the nearest wall. 1- w 3. Install all terminals with prime -coat finish before the walls and ceilings are 6 D , ' painted, in order that they may be finish- coated by the General Contractor. U O co CI: CO 4. Install air terminals with factory finish after the walls and ceilings are painted. _ i— v) LL: 5. Air terminals located in Toilet Rooms, shall be of standard steel construction, w O: except where specifically noted otherwise; prime -coat finish wall- mounted 2 terminals, color as selected by Owner's Representative. g 5 N 6. Install each air terminal with a spun - rubber gasket between the flange and the z w frame or wall. Z H 7. Terminals installed in suspended ceiling systems shall be attached or supported w O; as required by the latest Uniform Building Code Standard for "Metal Suspension 2 n Systems for Acoustical Tile and for Lay -in Panel Ceilings ". U r7 : O -• :0 I- ww = U I- A. Install per manufacturer's published installation instructions and as detailed on the plans. ~O' . Z' B. Louvers shall be painted to match exterior color scheme. Coordinate with General U Contractor. ~O 1-; Z END OF SECTION 15840 - 3 TUKWILA STADIUM RESTORATION PROJECT NO. 02-11-10 TERMINAL SCHEDULE ROOM NAME (Not Used if Numbers Avail.) ROOM NUM13E R TERMINA L SYMBOL SPECIFIED CFM SPECIFIED THROW (11') PROPOSE D THROW (FT) PROPOSE D PRESSURE DROP PROPOSE D NC 15840 - 4 SECTION 15840 GRILLES, REGISTERS & DIFFUSERS z • W QQ • � JO O 0 • iu J= H N O W Y.). W Z f.. I- 0 Z W W O • N 0 1- W U J I- H lii z O z t TUKWILA STADIUM RESTORATION SECTION 15840 PROJECT NO. 02 -11 -10 GRILLES, REGISTERS & DIFFUSERS S E C U R I T Y F I X T U R E S T E C I I N I C A L D A T A Model No. 922 -7180 thru 922 -7181 p, Stainless Steel Blowout et Toilet • Adaptable to handicap hctglt • 1 -1/2" NPT female inlet corii iktioii' • 3" no -hub waste to adapt to all waste options • Water closet arranged for floodbuster • All units factory tested for proper operation Specifications Materials All materials (including toilet bowl assembly, framework rein- forcing and interior piping) are Type 304 stainless steel. Bowl, flushing rim, integral seat, trap, and trapt`g■!ers:"‘„ireTlyyaritie; wall flange is 1 gauge. A}.f, Construction Toilet AS A.! welded construction with exposed Is urtnaid scz and all accessible seams and voidsTi a eaPL�ttire withstand up up to 5,000 lb. load on front area'Of toilet (certified test results of such loading are available upon request). Standard Toilet (3.4 GPF) Elongated die - drawn bowl has blowout jet action for positive flush. 30 PSI (flowing into flush valve) required for flushing. Note: When choosing floodbuster option, a minimum of 35 PSI flowing into floodbuster valve is required. Trap has 3 -1/2" seal, will pass 2 -5/8" diameter ball, and is frilly enclosed. Unit includes no -hub waste connection. Low Flow Toilet (1.6 GPF) Elongated die - drawn howl has blowout jet action for positive flush. 30 PSI (flowing into flush valve) required for flushing. Note: \Then choosing tloodbuster option, a minimum of 35 PSI flowing into tloodbuster valve is required. Trap has 3" seal, will pass 2 -1/8" diameter ball, and is fully enclosed. Unit includes no -huh waste connection. Flush Valve Flush valve is not included as standard equipment. The follow- flush valves, or their equivalents, are compatible with this model. (Low flow when required.) Sloan i turn 611 j Z6611 911 ZH6611 Delany Bradley 540 1240 Micro -Touch Finish All exposed stainless steel surfaces are polished to a #4 satin firsh. On units with integral contoured seat only, seat polished intbrraa :ion is subject to change without tbrmal notice F No. W.2694-1195-10N1 FILE COPY T RECEfVED FER 2 8 ?003 CKMI L i rtik T/1 Model 922-7180 BradEX Security Fixture orders composed entirely of items indi- cated as Bic will be available to ship in four (4) weeks upon receipt of signed approvals at the factory, There is no pricing penalty for this service from Bradley. Dime:: ,ions are shown on reverse side. Sample Specification r t' to #7 sinirary finish. On units with plastic seat, integral contoured seat polished to #4 satin finish. Hinged plastic seat is white. Wall Anchoring No exposed mounting fasteners in cell area — fixture is com- pletely secured from pipe chase side, with rust - resistant mount - ini hardware for walls up to 12" thick. NOTE: Fixture requires wall openings and accessible chase for installation and maintenance. Some field assembly may be required. Standard Equipment Toilet with integral seat (plastic scat included when required), reinti iced 12 gauge all flange and rust - resistant mounting hardware for walls up to 12" thick. Compact, back supply toilet shall he Bradley No. Fixture shall be fabricated of Type 304 stainless steel. Toilet shall be blowout type and shall have crevice -free, self-draining flushing rim and integral, elongated contoured seat (hinged seat on 922 -7181, 922- 7181LC). Exterior surfaces shall be polished to a #4 finish. Integal seat, cabinet waste flange, trap covers, and flushing rim shall be 14 gauge. All exposed welds shall be ground smooth. Visible voids, seams or crevices will not be acceptable. Toilet trap shall be hill' enclosed. Fixture shall withstand loadings to 2,000 lbs. with no deflection and ro 5,000 lbs. with no permanent damage. Bradley c3aa0aArIO, F.O. Box 309, Menomonee Falls, WI 53052 -0309 Pone 414-251-6000 FAX 414-251-5817 ht 'eycorp.com (6. Model No. 922 -7180 thru 922 -7181 — No-Hub Outlet FINISHED •'•'• ' FLOOR �/f 7.314' ! (197) 1 , SIDE VIEW TOP VIEW OPTIONAL FLUSH VALVE 18" (457) 14' 14.34" (350) (375) 3'4' — 'x '•(19) 22.34' (578) -- INTEGRAL SEAT HEIGHT • Standard = 15' (381) • Handicap w•Plastic Seat * 15.1 ;2' (419) (18' (457) To Top of Plastic Seat) Handicap w•Integral Seat . 18' (457) ROUGH -IN DIMENSIONS For Handicap Height w'Plastic Seat Same as Standard Height Except as Shown Above T/2 S E C U R I T Y F I X T U R E S T E C If N I C A I. I) A T A 1.1.2" (38) DIA HOLE 1 t•t•4' (296) • Dimensions shown in parentheses are millimeters. WALL. OPENING 12"(3051 1c' (25 20' x (508) — T v : TI78; 39' 5 -1;4" a (991) (134) -'. 1 2 " (279) ( 1 • � 3" (76) • FIN:SrIED FLOOR ROUGH -IN DIMENSIONS For Standard Height - View Is from Fixture Side 4C -1 2' 12' (1029: - - (1067) 4.1 ;2" 6' 1 (114) a 5- i (152) 12.3'4' ( ;_ _ ; I4.3 (127) (324) T a • • r r • • r FINISHED ,':////////,‘„1":,,.S1.,///,'" ..., FLOOR / /%2:/:‘/ /� / /. %':� FLOC= .:'i � .:' 'i/%: 1 • ROUGH -IN DIMENSIONS For Handicap Height w Integral Seat Same as Standard Height Except as Shown Above ! + l w _ '.'.-^a! r•oti.c and Sndir)' Corporation reserves the right malt: in design and material .. ....� wi :..L o0: incurring obligation. Veriti• aU ruu h•in dimensions prior to installation. S E C U R I T Y F I X T U R E S T E C H N I C A L D A T A Model No. 922 -7180 thru 922 -7181 Stainless Steel Blowout Jet Toilet MODELS Must select one Model No. ; Toilet Seat 0 922 -7180 '`s`z 922- 7180LC 922-7181 "0 922 -7181 LC 'Low Consumption STANDARD SELECTIONS Must select one Wall Thickness: 920 - 100 0-4" Wall Thickness 920- 101 4-8" Wall Thickness Bnrscac 0 920 - 102 8-12" Wall Thickness OPTIONAL SELECTIONS Toilet Waste: 920 -116 920 -117 0 920 -143 Flush Valves: 136 100 139 = 137 0.101 140 = 138 123 = 141 = 103 '0 124 Integral Brady( Integral Plastic Plastic 3" No -Hub Coupling 4" No -Hub Coupling 4" No -Hub Clean -Out Tee Brvcbc 0 "-4" Electronically Activated Solenoid Flush Valve 4 "-8" Electronically Activated Solenoid Flush Valve 8 " -12" Electronically Activated Solenoid Flush Valve 0 "-4" Electronically Activated Mechanical Flush Valve 4 "-8" Electronically Activated Mechanical Flush Valve 8 " -12" Electronically Activated Mechanical Flush Valve 0 "-4" Electronically Activated Mechanical Flush Valve 4"-8" Electronically Activated Mechanical Flush Valve 8 " -12" Electronically Activated Mechanical Flush Valve Mechanical Flush Valve 8" Wall Mechanical Flush Valve 8" Wall 'Lcv+ Corsumption NOTE: E:e ;trorically ac-dvated solenoid flush valve is nor available on logs consumption units %%hen the Eloodbuster option is ordered. This in• or-:arion is subject to change without formal notice. Form No. W2694-1195-10M OPTIONAL SELECTIONS (corftinded) Floodbuster: 126 Mechanical 0 127 Electric Boxes: 790 = 793 = 794 795 796 = 797 798 E. 791 792 Miscellaneous: 920.109 920 -110 920 -144 = 920 -111 920 -142 Flush Valves 7900 Flush Valve 7900 Flush Valve 7900 Flush Valve 7900 Flush Valve 7900 Flush Valve 7900 Rush Valve 7900 Flush Valve 7901 Flush Valve 7902 Flush Valve Box 0"-2-1/2" Wall Box 3-5,8" Wall Box 4" Wall Box 5 -5.'8" Wall Box 6" Wall Box 7 -5;8" Wall Box 8" Wall Box without Cover Box with Cover alo 0 Inlet Connection 1 -1/2" Male x 1 -1/2" Male Inlet Connection for Electronically Activated Solenoid Flush Valve Inlet Connection 1 -1/2" Male x 1 -1/2" Female 4" Clean -Out Hook (C.O.H.) 4" Clean -Out Pin (C.O.P.) BC Security Fixture orders composed entirely of items indicated as Brvec will be available to ship in tour (4) weeks upon receipt of signed approvals at the factorj. There is no pricing penalty for this service from Bradley. Bradley Corporation reserve, the right to make changes in design and material without formal and uithout incurring obligation. Verify all rough -in di:nensio;., prior to installation. Bradley P.O. Ec 309. I,leromonee Falls, Wl 53052-0309 Phone 414-251-6C00 FAX 414- 251 -5817 http:; • ,vw.br Clalcorp.com Z w J U U 0 y0 J 1- t-- W 0 2 u _ U 0. = 0 Z H O Z I— W W U O N W t-" II tll U = O ~ Z S E C U R I T Y F I X T U R E S T EC If N 1 C A 1. I) AT A Model No. 922 -7180 thru 922 -7181 Sleeves/Template (Standard and Handicap Height) Wall Sleeves «a11 sleeves provide fixture wall openings in concrete block and poured or precast concrete walls. The sleeves are fabricated of corrosion - resistant steel. Solid corrosion - resistant steel bars are integrally attached to the frame for extra reinforcement and to provide cell security lithe fixture is removed. The sleeves are installed in the forms or grouted into block walls, becoming a permanent part of the wall. Wall Thickness Bradley hrnishes wall sleeves for 4 ", 6 ", and 8' thick concrete walls as well as 3 -5/8 ", 5.5/8 ", and 7 -5/8" thick concrete block walls. Metal Templates Metal templates are full-size and tarnished in corrosion - resistant steel. Templates are used to lay out required wall openings for subsequent flame cutting or core drilling. This information is subject to change without formal notice. Form No. %x 1193 -1' »t MODEL Must select one Model No. 922 -7180 thru 922 -7181 — Sleeves/Templates STANDARD SELECTIONS Must select one from each catagory Wall Thickness: E 3 -5/8" J 4" C' 5 -5/8" .1 6" 7 -5/8" 8" Wall Type: Poured /Precast Concrete E Steel Concrete Block '! Other Dimensions are shown on reverse side. BRADLEY Bradley P.O. Box 309, Menomonee Falls. WI 53052 -0309 Phcre 414-251-6000 FAX 414-251-5817 http:`^rr',r.v.bradleycorp.com Model No. 922 -7180 thru 922 -7181 Dimensions shown in parentheses are millimeters. • STANDARD 39'(991) • HANDICAP w1 PLASTIC SEAT 40.1.2'(1029) • HANDICAP w/ INTEGRAL SEAT 42'(1067) FINISHED FLOOR SLEEVE View is from fixture side FINISHED • FLOOR / / //i /i: ,.. .. / / / / / /il / / /i /•: / // / /.• .•// f..,. Description Notes: 1. Centerline notches indicate centerline of fixture. 2. Wall flange (install on chase side of wall). 3. Horizontal notches indicate top of toilet seat. 4. Holes are provided on chase side flange for securing wall frame to forms. 5. Wall openings (shaded areas). 6. Individual sleeve for flush valve pushbutton. Bradley Corporation reserves the right to make changes in design and material without formal notice and without incurring obligation. \ crn• a!) rough-in dimensions prior to installation. S E C U R I T Y F I X T U R E S T E C H N I C A I. I) A T A • STANDARD 15 - (381; • HANDICAP ML PLASTIC SEAT 16. 112'(413) • HANDICAP w.' INTEGRAL SEAT 18'(457) 0 Q 0 TEMPLATE View is from fixture sice o! SLOAN OPTIMA SYSTEMS Qirg CQ ▪ Description Concealed Sensor Operated Water Closet Flushometer, for wall hung back spud bowls. Flush Cycle - Model 152 ES -S Water Saver (3.5 gpf, 13.2 Lpf) - Model 152.1.6 ES -S Low Consumption (1.6 gpf,5.0 Lpf) ▪ Specifications Quiet. Concealed, Diaphragm Type, Rough Brass Closet Flushometer with the following features: • Dual Filtered By -Pass • OPTIMA' EL- 1500 -L Self Adaptive Infrared Sensor with Indicator Light • Courtesy Flush"v' Over -ride Button • Non -Hold -Open Integral Solenoid Operator • Chrome Plated Wall Coyer Plate (for 2 -gang Electrical Box) with Vandal Resistant Screws • 1" I.F.S. V,heel Handle Bak- ChekTM Angle Stop • Sweat Solder Adapter • •Adjustable Tailpiece • High Back Pressure Vacuum Breaker Flush Connection and Spud Couplir.g for 1' /2" Concealed Back Spud Valve Body, Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi -Red Brass. Valve shall be in compliance with the applicable sections of ASSE 1037, ANSI /ASME A112.19.6 and Military Specification V- 29193.Instaflaticn conforms to ADA requirements. L Dimension Specify the "L" Dimension for the proper length of the Flush Connection. The "L" Dimension is equal to the Wall Tr,ickness (to the nearest v.hoie inch) plus 23/4". Variations TP Trao Primer Elbow _ YI TWO Wall Bumpers (for open front seat wit ^cut cover) Accessories _ - EL -154 Transformer (120 VAC /24 VAC 50 VA.) EL -342 Transformer (240 VAC /24 VAC 50 VA.) See Accessories Section and Optima Accessories Section of the Sloan catalog for details on these and other Optima Flushcr-eter variations. C �� P ® L i sted t I.A.P.M.O. Listed SP Listed r This space for Architect. E .gir.eer approve' Date art ri ii _ :ors Specdie- i C :�: :irer,^Nhotesa'e 14-3 Sensor Operated Royal® Model Flushometer Automatic Sloan OPTIMA' equipped Flushometers provide the ultimate in sanitary protection and automatic operation. There are no harcles to trip or buttons to push. The Flushometer oper- ates by means of an infrared sensor that adapts to its sur- rourdings. Once the user enters the sensor's effective range and :"en steps away. tne Flushometer Solenoid initiates the flusr;ng cycle to flush the fixture. ▪ Hygienic Use' makes no physicai contact with the Flushometer surface. Helps to control the spread of infectious diseases. 24 Hour Sentinel Flush keeps fixture fresh during periods of nor. -use. • Economical Automatic operation provides savings in water over other flushing devices. Reduces ma:nter.ance and operation cos :s. • Practical Sc rd state electronic ci -;uit y assures years of dependable. troLc;e -free operation. The operational components of tne Ffus are identical toe. handle operated Royal Flus ometer, proven by 90 ',ears of experience. OPP Warranty 3 year (limited) ▪ Made in the U.S.A. The r.'crmahon =Awed in lms .iccumert is sutlect to change without notice Description Concealed Sensor Operated Water Closet Fiushometer• fcr wall hung back spud bowls. Flush Cycle Model 152 ES -S Water Saver (3.5 gpf. 13.2 Lpf) _ Model 152.1.6 ES -S Low Consumption (1.6 gpf;6.0 Lcr ELECTRICAL SPECIFICATIONS ► Control Circuit Sclld State 2 VAC Input 24 VAC Output 8 sec. Arming Delay 3 sec. Flush Cetay 2� Hour Sentinel Flush • OPTIMA Sensor Range Nominal 22% (552.106i mm) Self- adaptive Window: s 10' (25 OPERATION 1. A contir,.cus. invisible light beam is emitted from the OPT'f.LA Sensor. LDIm. •_ -- 2 ,-: mm) WAIL THCKNES CC: _S SL: —.. —: ° _ C : :' =AN't OVER -RIDE - BUTTON (368 rm) TOP OF FIXTURE 3 MD 3 -- 23/4' 4 -- (70 mm) (121 mm, Solenoid Operator 24 VAC. 50,60 Hz �i C+L OF SUPPLY Transformers Sloan Part ?EL -154 120 VAC. 50,60 Hz Primary 24 VAC. 50/60 Hz Secondary Class II, UL Listed 50 VA. Sloan Par. 4EL -342 243 VAC. 50 /60 Hz Primary 2 VAC. 5060 Hz Seconder, Class II. UL Listed 50 VA. 2. As Me user enters the beam's effective range (22' to 42') the ceam is reflect- ed into the OPTIMA's Scanner Window and trars'crmec into a low voltage electrical circuit. Once activated, the Output Circuit continues in a "held" mode for as long as the user remains within the eefect•.e range of the Sensor. TOF OF FIXTURE 1' I.P.S. SUPPLY ON 25 mm) 172' 38 ^Im) - I 19 "t (483 mm) Pcs : of Sensor Box can be raised or lowered 1' (25 mm) if in conflict with Haro :ac Grab c` s. E- £'.3 . E ASSENBLv 'NSTALL Wmi OFFSET ?ViTICN N DEVICE :CVERI NOTE. NS PLASTER h•+ SO THAT S:`EN hoLES ARE T THELEFT AV: -IGiT SCE CF ECX iv 'El AM, COVER PEleCv ED) WIRING DIAGRAM 120 VAC 24 VAC EL- 1500.1 SENSOR • EL- 1500 -L SENSOR • OVERRIDE BUTTON OVERRIDE BUTTON 3. vViten The user steps away from the OPTIMA Sensor. the circuit waits 3 seconds (to prevent false Hushing) then init.ates an electrical 'one -t me' signal trat operates the Solenoid. This initiates the flushing cycle to flush the fixture. The Circuit then automati- cally resets and is ready for the nex: user. FINIS N ?L: OPENING COIL WIRE COIL WIRE TABS OF YOKE A•NC SENSOR TO BE VCLN - E3 CN'CP F'NISrE3 TLAS t -Ara 113i4 E_'5 C•L SENSOR Ph: 1 -800 982 -5839 • Fax: 1 -800 447 -8329 • http: / /www.sloanvalve.com FNISi- - c3 TILE'NAL 24 VAC COIL • SOLENOID GROUND WIRE 24 VAC COIL z • SOLENOID GROUND WIRE One Transformer serves up to ten. (10) OPTIMA Closet/ Urinal Flushometers. Specify number of transformers required accordingly. F:NiSi-ED PLASTER ?' -;,�� GND /777 UNIT 41 I UNIT 42 > THRU 410 (IF USED) ELECTRICAL BOX INSTALLATION SENSOR LOCATION AND POSITIONING IS CRITICAL Failure 1: crocerty ccs;: on the electrical boxes to the plumbing rough -in will result it rcroper ins:a:!ation and impair product performance. All tradesmen (p ;umbe s. electricians. tile setters. etc.) invoived with the installation of this product rust coordira:e their wort to assure proper product installation. a- 002 mml SO. BOX 3E'I'CE COVER IP-ASTER RING) 3K• :•9 mint NIGH • APRLETCN ELECT. AAA - 0 OR ECUAL tBY CONTRiCTCR) 4' 11 02 mm) SO i 2.i s• ,57 mmI CEE? CUTLET BOX • AP'T.ETCN ELECT. $.'S0 CR ECU'AL CCN'RACTCA) SLOAN VALVE COMPANY • 10500 SEYMOUR AVENUE • FRANKLIN PARK, ILLINOIS 60131 Pr.rte: In the U S A. Model Spud K-4302' I K-4301 Top Rear More Info. Bowl Style Elongated 10'or IT (254or305 mm) 1 " (279 mm) Minimum Rough•in l0"or 12" (254 or305 mm) I 11" (279 mm) Elongated Overall Dimensions (For 10' rough -in) (Front/Badc x Side /Side x Height) 27 /e x 14 x 161/2" (702 x 368 x 419 mm) Height to Rim Height to Rim 16 (419 mm) Operating System • Siphon jet Operating System Siphon jet 15.3 Gallons Per flush 1.6 Passageway Includes 1 top spud 1 1 s/2" tear spud Recommended '. '` -: Passageway 2 17.15 Application • 1 (lass 2, 3, Handicapped , Recommended ti : . ' :. ••.,: . _... _ .. Variations •' Toilet Seats I K- 4670 -C ( -CA), K-4671-C, 11-4654-A 17.15 Application I Goss 2, 3, Handicapped Variations • ,...... -. .. — . ... .- .. •• With Bedpan Lugs j X• 43024 I X- 4301 -L l : NOTE - - .A"minimum of 35 psi static *c waterpressure /25 gptif,is requited at boiel.: '; ' Highirest Toilets are designed hi 1.6 gallons of water:whenissto'ded ; •',' • - With a16 ga1oaflush valveRefer in.risanwfccturer's instructions and Coca( codes : . :: for approved flush rdie"i tal)atiorr and requirements'=-` >.'•i;` . '`` ' `. Model Spud I K -4368' Top ` I K -4367 Rear'. More Info. Minimum Rough -in 10'or IT (254or305 mm) 1 " (279 mm) Bowl Style Elongated Overall Dimensions (for 10' rough -in) (Front /Back x Side/Side x Height) / 27 s /a" x 14 x 17 • '. 1702 x 368 x 445 mm) Height to Rim 17'/2' (445 mm) Operating System • Siphon jet . 15.3 Gallons Per Flush 1.6 Includes 1 1 /2" top spud 1 I 1 /f rear spud Passageway 2 Recommended '. '` -: Toilet Seats • K- 4670•C( -A), K- 4671•C, K. 4654 -A 17.15 Application • 1 (lass 2, 3, Handicapped Variations •' With Bedpan Lu. K- 4368.1 K- 43674. NOTE - A minimum of 35 psi static water pressure /25 gpm is required at bowl. Highcliff Toilet is'designed to flush with 1.6 gallons of water when installed with a ' ' 1.6 gallon flush valve. Refer to manufacturer's instructions and local codes • for approved flush volve installation and requirements. • 9 ▪ • - K- 4368 -L Highcliff Toilet with lustre seat (1(- 4670 -C) in White and bedpan washer (K- 13960). 'A weal extension nipple is required for 12' rough -in of K -4368. Refer to manufacturer and local codes. K•4368 KOHLER HIGHCLIFFTM r 4.± 1.19. $91.0 • 17 high bowl accommodates the elderly and those with special needs • May be installed as either 10" or 12" rough -in • Will comply with the ADA when installed per the requirements of the Accessibility Guidelines, Section 4.16 Water Closets, of the Act I T TOILETS ADA K•4302 Highcrest Toilet with Lustre Anti - Microbial Seat ((4670 -CA) in White. • CSA compliant • 16 bowl height accommodates persons with special needs • Siphon jet flushing • Will comply with the ADA when installed per the requirements of the Accessibility Guidelines, Section 4.16 Water Closets, of the Act I ADAJ • A sweat extension nipple is required for.12_ of K -4302_ Refer to monufocturer and local codes. 2.1f.• MIN. 1.,r<• SPED .. 141•.• MN HIGHCRESTTN - :R 12' 21.4-2• CR 29W ! 1 452• 19-9'• �'JT ET K -4302 • 2652' s.se ..•s+- K -4301 41/2• 4 • SLD/sN a OPTIMA SYSTEMS Description Exposed Sensor Operated Water Closet Flushometer, for floor mounted or wall hung top spud bowls. Flush Cycle Model 110 ES -S Water Saver (3.5 gpfr13.2 Lpf) _ Model 111 ES -S Low Consumption (1.6 gpf,6.0 Lpf) Specifications Quiet, Exposed, Diaphragm Tpe. Chrome Plated Closet Flushometer for either left or right hand supply with the following features: • • • • • Cu% Dual Filtered By -Pass OPTIMA' EL- 150C -L Self Adaptive Infrared Sensor with Indicator Light Courtesy Flush''-' Over -ride Button Non -Hold -Open Integral Solenoid Operator Two (2) Chrome Plated Wall Cover Plates (for 2 -gang Electrical Box) with Vandal Resistant Screws r I.P.S. Screwdr;':er Bak- Chek'" Angle Stop Free Spinning Vandal Resistant Stop Cap Sweat Solder Adapter with Cover Tube and Cast Set Screw Wail Flange Adjustable Tailpiece High Back Pressure Vacuum Breaker Flush Connection with Ore Piece Bottom Hex Coupling Nut, Spud Coupling and Flange for 11/2" Tcp Spud Valve Body. Cover, Tailpiece and Control Stop shall be in conformance with ASTM Alloy Classification for Semi -Red Brass. Valve shall be in compliance with the applicable sections of ASSE 1037, ANSI /ASME A112.19.6 and Milita j Specification V- 29193.Installation conforms to ADA requirements. • Variations _ TP Trap Prjr _ YG Extended Bumper Cr. Angle Stoo (for seat with cover) YO Bumper cr Angle Stop (for cpen front seat w/o cover Accessories _ EL -154 Transformer (120 VAC/24 VAC 50 VA.) EL -342 Transformer (240 VAC/24 VAC 50 VA.) _ EL -226 Solenoid Extension Nipple See Accessories Se: :ion and Ootima Accessories Section of the Sloan cataloc for details cr these and other Optima Flushometer variat'cns. Lsted SP 2) Listed ` Listed by I.A.P.M.O. This s :ace for Architect/Engineer approval !:: 'ia•'e ti% e. rs G.F.7'201 c ?sate: 14.1 Sensor Operated Royal® Model Flushometer Automatic Sloan OPTIMA' equipped Flushometers provide the ultimate in sanitary protection and automatic cperation. There are no handles to trip or buttons to push. The Flushometer operates by means of an Infrared sensor that adapts to its surroundings. Once the user enters the sensor's effective range and then steps a:va }. the Fiushcmeter Solenoid initi- ates the flushing cycle to flush the fix :-re. Hygienic Use- makes rc physical contact with e Flushometer surface. Helps to control the spread cf infectious diseases. 2= Hour Sent.nei Flush keeps fixture fresh during periods of ncr. -use. Economical Automatic operation provides savings in water over other flushing devices. Reduces maintenance and operation costs. Practical Sc • d state e!_:tror,c :iro„ y assures years cf dependa:le. trc,.bie -free operation. The operations components of the Flushometer are identical to a handle cperated Royal Flushometer, prover, by c.: ;ears of experience. Warranty 3 year (limited) Made in the U.S.A. T', r'crmabcn car.• =load ;r. tr:s 1c:. — ent is subject T change wi nout notice. ff0 Description Exposed Sensor Operated Water Closet Flushometer. for floor mounted or wall hung top spud bowls. Flush Cycle _ Model 110 ES•S Water Saver (3.5 gof:13.2 Lpf) Model 111 ES•S Low Consumption (1.6 gpf.6.0 Lptt ELECTRICAL SPECIFICATIONS ▪ Control Circuit Solid State 21 VAC Input 24 VAC Output 8 sec. Arming Delay 3 sec. Flush Delay 21 Hour Sentinel Flush ▪ OPTIMA Sensor Range Nominal 22 " -42' (559.1067mm) Self - adaptive Window: _ 10' (254mm) OPERATION 1. A continuous. inv'sble light beam :s emitted from the OPTIMA Sensor. SL. ,-_,_ - MD@ �— 21/4" MIN. -- 23 : e 43/ — (57 mm) (70 mm) t 21 mc) - -OVER-RIDE BUTTON 1 138 mrn: L CI OF ELECTRICAL BOX ► 0 0 Solenoid Operator 21 VAC. 50 %60 Hz Transformers Scan Part •EL•154 120 VAC. 50/60 Hz Primary 21 VAC. 50/60 Hz Secondar, Class U. UL Listed 50 VA. Scan Part NEL -342 240V AC. 50/60 Hz Primary 21V AC. 50 Hz Seconder, Class II. UL Listed 50 VA. 2. As ire user enters the beam's effective range (22' to 12 the beam is reflect- ed into the OPTIMA'S Scarr,er Window and transformed into a low voltage electrical circuit. Orce activated, the Output Cir_uit continues in a "held" mode for as long as the user remains within the efecbve range of the Sensor. 1' I.P.S. SUPPLY ION 25 cc) 19' t C+L OF (413 r, m) SUPPLY 1112' (292 mm) r � u this assrce is greater than 3' t - :mm) an EL -226 Extensor. Nipple is required. Specify :re EL -226 for every 11/4' .32mm) increment over 3' (76mm). Posit or of Sensor Box can be rased or lowered 1' (25 rrrn, if in conflict with Hardicac 'Grab Bars. E:.14!.A YCKE ASSEMBLY TINS - L A :F =SET PCRTPN N DEVICE CC'.S . I- 1 .NOTE.:NS'ALL PJ.5 ER RING S: - -at SCREW NCIES ARE CN ANC RIGHT SCE OF 3C1 (VIEW 'MTH COVER REMCv WIRING DIAGRAM 120 JA;, E:•1500•L SENSOR 24 VAC OVERRIDE BUTTCN 2�'/AC COIL COIL WIRE - ♦ SOLENOID GROUND EL-1500-L SENSOR WIRE Ore Transformer series up to ter, MCI Ct OPTIMA Closet/ Urrai Flushometers. Specify number of transformers recuired accordirgly. 3. When the .:ser steps a...ay from the OPTIMA Sensor, the circuit waits 3 seccrds (to prevent false flushirg) tnenn initiates an electr.cal 'one-time' signal that operates the Solenc.d. This initiates the ftust•irg cycle to flush the fix :;.re. The Circuit then automa :!- cally resets and is read, fcr the next user. ELECTRICAL BOX INSTALLATION SENSOR LOCATION AND POSITIONING IS CRITICAL Failure to properly positcr the electrical boxes to L e plumbing rcugh -in will result in improper instal: ::cn and impair product pe^ormance. All tradesmen fziumbers. electricians. tIe setters, etc.) involved w':n the Installazon of this Croduct must coordinate t -eir work to assure proce• product installation. installation Template fLr,shed with Flushometer OVERRIDE BUT ON FNS:-ED CFEN'ND TABS 2F YCKE ANC SENSOR TO BE AUCI.NTED CN TOP CF = .NiSNE_' PLAS'EP CR TIE WA . EL.' :5•. SE.NECA COIL WIRE - Ph: 1 -800 982 -5839 • Fax: 1 -800 447 -8329 • http: / /www.sloanvalve.com F. S-SD rLE Al_ F. S-SD PJSTEV 24 JAC COIL z • SOLENOID GROUND WIRE ,1 C2 rm1 50. B05 D COVER P_SSTE.4 RINGI l+• ; rs 10 ++1 HIGH • AP.I.ETCN ELECT. two CR ECUAL 5" CONTRACTOR.; r 1CT Wool SO. r2• --_? OUTLET BOX • APPLETON EEC T. CR ECUAL B" CONTRACTOR) GND /77 UNIT /1 UNIT /2 THRU tl0 (IF USED) ) SLOAN VALVE COMPANY • 10500 SEYMOUR AVENUE • FRANKLIN PARK, ILLINOIS 60131 Printed in the U.S A. S E C U R I T Y F I X T U R E S T E C H N I C A L D A T A Model No. 923 -8000 & 923 -8001 Stainless Steel Blowout Urinal • Strainer -less design allows for quick and efficient evacuation of debris • Large 2" diameter welded stainless steel P -trap • Flushing rim washes all four walls • All units factory tested for proper operation Specifications Materials Urinal is fabricated from 14 gauge Type 304 stainless steel. P -trap waste is 16 gauge. Fully threaded 1/2" anchor rid, and nuts are rust resistant. Construction 111 welded construction with welds ground smooth to eliminate all accessible seams and voids. Urinal has blowout type action. Flushing connection is 1-1/2" NPS male and requires a minimum of 30 PSI for flushing. P -trap waste is stainless steel, has a 2 -1/2" seal, and will pass a 1.9" ball. The P -trap is welded to the urinal and has a 2" NPT connection. Urinal features a continuous flushing rim which washes all tour wa11s. P -trap is !idly enclosed and there are no accessible scams, voids, or crevices where contraband can be concealed. Back and underside of fixture have fire- resistant, sound - deadening material. Flush Valve Flush valve not 'available with unit. The following flush valves or their equivalents are recommended for use with Models 923 -8000 and 923 -8001. 923 -8000 923 -8001 This information is subject to change without formal notice. Form No. %V2694- 1195.10M Model 1 Sloan i Zurn Delany 609 ' 909 i Z6609 ' ZH6609 547 ; 1247 i 606 906 I Z6606 : ZH6606 441 1241 Finish :V. exposed stainless steel surfaces polished to a #4 satin finish. Wall Anchoring No exposed mounting fasteners in cell area — fixture is completely secured from pipe chase side with rust- resistant mounting hard- ware for walls up to 8" thick tarnished. NOTE: Fixture requires wall openings and accessible chase for installation and maintenance. Some field assembly may be required. Standard Equipment Urinal with welded stainless steel P -trap. non - removable welded P-zrap, cover, and rust- resistant mounting hardware for walls up to S" thick. U/1 Model 923-8000 Shown Sample Specifications ‘Vall -hung back or top supply blowout urinal shall be Bradley - No. . Fixture shall be fabricated of 14 gauge Type 3i 4 stainless steel v.ittt exposed surtaces polished to a #4 satin finish. All exposed welds to be ground smooth. Visible voids, seams. or crevices will not he accepted. P -trap shall provide 2 -1/2" seal and shall pass a 1.9" ball. Back and underside of fixture shill have tire- resistant , sound - deadening material. E: 923 -8000 Back Supply 923 -8001 Top Supply Di nensions are shown on the reverse side. BRADLEY Bradley C.- .ORATION P.O. Box 309. Menomonee Falls, WI 53052 -0309 Phone 414 -251 -6000 FAX 414-251-5817 hltp: •,r;rv.bra :'eycorp.com P Z i Model No. 923 -8000 & 923 -8001 S E C U R I T Y F I X T U R E S T E C H N IC A I. I) A "rtr" A 'T Dimensions shown in parentheses are millimeters. TOP VIEW I ■ '. / (305) i 14" ► ► 25 -1/2" (356) 4" (102) --/- (648) CENTERLINE OF SUPPLY (923. 8001 -TOP SUPPLY) CENTERLINE OF PUSH - BUTTON (923-8000 - BACK SUPPLY) -- -. • . - BACK SUPPLY WALL OPENING 9 -1i2" (241) X 4" (102) � ; -a- $ 4-3,w (121) FINISHED FLOOR —, 25-1/2" (648) 20' (508) 14 -1/2" (368) 14" (356) ! I '/% 7V;', •'i /'' i i >j / / SIDE VIEW ROUGH -IN DIMENSIONS VIEW IS FROM FIXTURE SIDE •1 -1/2" (38) i. •— 2.314" (70) FLOOD RIM HEIGHT 2" (38) DIA 27-1/2'' (699) I L• 7i8" (22) DIA — WASTE MOUNTING HOLES I (254) ' WALL OPENING 4 - (102) X 4" (102) 24" (610) Bradley Corporation reserves the right to make changes in design and material ssi :iaut forma: notice a: cl without incurring obligation. Verify all rough -in dimensions prior to installation. U/2 S E C U R I T Y F I X T U R E S T E C H N I C A L D A T A Model No. 923 -8200 & 923 -8201 Stainless Steel Straddle Blowout Urinal • Strainer -less design allows for quick and efficient evacuation of debris • Large 2" diameter welded stainless steel P -trap • Flushing rim washes all four walls • All units factory tested for proper operation Specifications Materials Urinal is fabricated tiom 14 gauge Type 30.1 stainless steel. P -trap waste is 16 gauge. Fully threaded 1/2" anchor rods and nuts are rust resistant. Construction All welded construction with welds ground smooth to eliminate all accessible seams and voids. Urinal has blowout type action. Flushing connection is 1 -1/2" NPS male and requires a minimum of 30 PSI for flushing. P -trap waste is stainless steel, has a 2.1/2" seal, and will pass a 1.9" ball. The P -trap is welded to the urinal and has a 2" NPT connection. Urinal features a continuous flushing rim which washes all four walls. P-trap is fully enclosed and there are no accessible seams, voids, or crevices where contraband can be concealed. Back and underside of tixture have fire- resistant, sound - deadening material. Flush Valve Flush valve not available with unit. The following flush valves or their equivalents are recommended for use with Models 923 -S200 and 923 -8201. Model Sloan I Zurn i Delany 923 -8200 609 ; 909 1Z6609 j ZH6609 547 1247 ' 923 -8201 606E 906 1Z6606 I ZH6606 j 441 1241 Finish All exposed stainless steel surfaces polished to a #4 satin finish. Wall Anchoring No exposed mounting fasteners in cell area — fixture is completely secured tiom pipe chase side with rust- resistant mounting hard- ware for walls up to 8" thick furnished. NOTE: Fixture requires wall openings and accessible chase for installation and maintenance. Some field assembly may be required. Standard Equipment Urinal with welded stainless steel P -trap, non - removable welded P -trap cover, and rust- resistant mounting hardware for walls up to 8" thick. This information is subject to change without formal notice. Form No. W2694-I193-10N1 L' /9 Sample Specifications Wall -hung back or top supply blowout urinal shall be Bradley No. . Fixture shall be fabricated of 14 gauge Type 304 stainless steel with exposed surfaces polished to a #4 satin finish. All exposed welds to he ground smooth. Visible voids, seams, or crevices will not be accepted. P -trap shall provide 2 -1/2" seal and shall pass a 1.9" ball. Back and underside of fixture shall have fire - resistant, sound- deadening material. MODELS Mii select one 923 -8200 Back Supply 923 -8201 Top Supply Dimensions are gown on the roersc side. P-ZA Model 923 -8200 Shown Bradley P.O. Box 3v`: Menomonee Falls, WI 53052 -0309 Prone 414. 251 -6000 FAX 414-251-5817 h:12:: vivr:,.t dleycorp.com Model No. 923 -8200 & 923 -8201 Dimensions shown in parentheses are millimeters. 72, 18" (457) • TOP VIEW T 12" ._T_ (305) 4" (102) CENTERLINE OF SUPPLY (923.8201 -TOP SUPPLY) CENTERLINE OF PUSH - BUTTON (923 -8200 - BACK SUPPLY) BACK SUPPLY WALL OPENING 8" (203) X 4" (102) 8" (203) 21.1;2" ( 508 (508) r �^ 1.1 2 "(38) DIA ► 1 I ' 4.34" (~` (121) ' 23.12" 21.12" ► : (597) (546) 10 -112" 10" 1 11-1;2" (267) (254) (38) r 16" / B . (406) 718" (22) DIA' • (203) ' MOUNTING HOLES FINISHED FLOOR —1 • r : i 2 ./ % / %%� .//ii /,• ROUGH -IN DIMENSIONS VIEW IS FROM FIXTURE SIDE FLOOD RIM HEIGHT WASTE WALL OPENING 4' (102) X 4" (102) Bradley Corporation reserves the right to make changes in design and material «'ith :'ut formal notice and ithout incurring obligation. Verity all rough -in dimensions prior to installation. U /10 S E C U R I T Y F I X T U R E S ' T E C H N I C A L D A T A U0 CO COW: W 0• '- N • _: Z � I- 0 Z F—: 2 •0 N : W W; I . — U' Z' U N. O � Z SLD#N. OPTIMA SYSTEMS gg Qag Qcgi gOpag Co@ Description Ccrcealed Sensor Operated Urinal Flushometer, for 3/.," back spud urinals. Flush Cycle _ Model 195 ES -S Water Saver (1.5 gpf15.7 Lpf) Vodel 195 -1 ES -S Low Consumption (1.0 gpf;3.8 Lpf) Vodel 195 -05 ES -S (0.5 gpf;1.9 Lpf) ▪ Specifications Qt.. Concealed, Diaphragm Type, Rough Brass Urinal Flushoneter for e•ther left or right hand supply with the following features: • Dual Filtered By -Pass • OPTIMA' EL -1500 Self Adaptive Infrared Sensor with Indicator Light • \:n -Hod -Ocen Integral Solenoid Operator • C rome Plated Wall Cover Plate (for 2 -gang Electrical Box) with Vandal Resistant Screws • ?_' I.P.S. Wheel Handle Bak- ChekT'r Angle Stcp • S..eat Solder Adapter • r.: ustable Tailpiece • !-=•oh Back Pressure Vacuum Breaker Flush Connection and Spud Coupling for ?d" Concealed Back Spud Va .e Body. Cc•.er, Tailpiece and Control Stop shall be it ccnfor • ASTM Alto; Class,ficat!on for Semi -Red Brass. Val',e shail to in cc• with the applicable sections of ASSE 1037, ANSI./ASME A: '2.19.6 and Military Specification V- 29193.Insttallation conforms tc A2- requirements. L Dimension Sps:.fy the "L" Dimension for the proper length of the Flush Cc—recticn. The "L" Dimension is equal to the Wall Thickness (to the newest whole inch) plus 23/4". Accessories EL -154 Transformer (120 VAC /24 VAC 50 VA.) _ EL -342 Transformer (240 VAC /24 VAC 50 VA.) See •:cessories Section and Optima Accessories Section of the Sloan ca:a :g for deta Is on these and other Optima Flushometer varia: ons. c t ® Listed " Lis ed by 1.A.P.M.O This space for Architect /Engineer approval 14.13 Ca'e Csa • esater -ra ► Warranty 3 year (Iimreo1 ► Made in the U.S.A. Sensor Operated Royal® Model Flushometer ▪ Automatic Scan OPT VA' ecuicoed Flushorne := s pro :'de the ult.ma :e it sanitar _ otecticn a"d a, :ornatic _ e "aeon. There are no handles to :'.p or buttons to push. Tre F,ushometer oper- a :es by rrea-s of an infrared sensor Ina: adapts to its sur- roundings. Once the user enters tne sensor's effective range and then s:ac•s away. tne Flushometer Solenoid initiates the flushing cyo.e to flush :r.e fixture. ► Hygienic User makes no physical contact with tre Flushometer surface. He•cs to cont•oi the spread of infectious diseases. 2- Hour Se :.nei Flush keeps fixture fresh during periods of ncn -use. Economical Automatic cceration provides sa'.ings in water over ether flushing de.•:es. Reduces maintenance and operation costs. Practical Sc.•d state e ectronic c. tut :r / assures years of dependable. trouble -free operation. The operational components of the F:,.shomete are dent _al to a hande ccerated Royal Flushome :s-. oro'.en t . 90 years of ex, e.nence. r! :rma:: : .: ^ •raire ' i .n tr s :courant is s :t {e:: to :ra ".t;e •without.. ".cl:ce `gam` QIEgi g - M 4 Description Concealed Sensor Operated Urinal Flushometer, for y back spud urinals. ▪ Flush Cycle Model 195 ES -S Water Saver (1.5 gpf,'5.7 Lpf) Model 195 -1 ES -S Low Consumption (1.0 gpf /3.8 Lpf) Model 195 -0.5 ES -S (0.5 gpf /1.9 Lpf) ELECTRICAL SPECIFICATIONS • Control Circuit Solid State 21 VAC Input 24 VAC Output 8 sec. Arming Delay 24 Hour Sert,rel Flush OPTIMA Sensor Range Nominal 15 " -30' (381- 762mm) Self- adaptive Window: s 8' (203mm) OPERATION 1. A :ontirucus. invis•o e light beam is emitted from the OPTIMA Sensor. L Dim. 23/4" (70 mmt + WALL THICKNES :,. • .3' SLOA'. , -_.•'E C•: , =' .' Y 2 — -- 4 (70 mm) (121 mm) Solenoid Operator 24 VAC, 50/60 Hz .T. I1,� I sms C/L OF SUPPLY 2" (St mm) CIL OF ELECTRICAL BOX & FIXTURE Transformers Sloan Part #EL -154 120 VAC. 50,60 Hz Primary 24 VAC, 50/60 Hz Secondary Class It. UL Listed 50 VA. 2. As the user erters tre beam's effective range (15" to 30') the beam is reflect- ed into the OPTIN1A's Scanner Window and transformed into a low voltage electrical circuit. Once activated. the Output Circuit continues in a "hold" mode for as long as the user remains within the effective range of the Sensor. FIXTURE /4 I.P.S. SUPPLY (ON 20 mm) 1 a. 38 mm) TOP OF 13 (343 mm) Sloan Part 4 EL -342 210 VAC. 50/60 Hz P ^nary 21 VAC. 50,60 Hz Seconder/ Class II, UL Listed 50 V.A. ELECTRICAL BOX INSTALLATION SENSOR LOCATION AND POSITIONING IS CRITICAL Failure to properly posit:en the elect -cal boxes to the plumbing rough -in will result in irproper instai!a :ion and ircair product performance. All tradesmen ;plumbers. e'•ectrcians. t e setters. e:c.1 involved with the installation of this product /rust cecrdinate their w:r; :Q assure oroper product installation. EL -16B .A YCKE ASSEMSLV ;INSTA.. WITH OFFSET PCP CV N :EMS CCVEal 0 st■ J r - NOTE. iV5'k_ -ASTER RING SS. -AT SCPEN -0.25 & "E ON T-4 :ER ANT °.C• • S.CE CF BCE (VIEN REMCv1"-' WIRING DIAGRAM EL -1500 SENSOR • EL -1500 SENSOR • 3. "e user stecs away from the OPTIMA Sensor, the circuit ilnmediately initi- ates an electrical 'one- time signal that ocerates the Sciercid. This initiates the flusr.ng cycle to flush the fixture. The Circuit then autcma::cally resets and is ready for the next user. 2*ShED WALL ✓' rING 120 VAC 24 VAC COIL WIRE - COIL WIRE I ASS OF YOKE Av;: SENSOR TO SE la:.N: EO CN TC% NI$'rE5 PLLAS _R TL: WALL E--•502 SENSOR Ph: 1 -800 982 -5839 • Fax: 1 -800 447 -8329 • http: / /www.sloanvalve.com /777 F.NI$NED FL! 'WALL z • SOLENOID GROUND WIPE z • SOLENOID GRCUNO WIFE One Trarsfcrmer serves up to ten (101 OPTIMA Closet/ Urinal Flushometers. Specify number of transformers required accordingly. P 1102 -vn) SO. BOX DEVICE COVER IP -ASTER RING) 1A• (19 mail HIGH APPLETON ELECT. 16+'0 OR EQUAL ,9Y CCNTPACTCR; 25ANG ELECTRICAL BOX NOT SUPPLIED F Nlsi -ES PtASZ.R 24 VAC COIL 24 VAC COIL GND UNIT It l UNIT 42 THRU I10 (IF USED) 4 ' 1 SO. 2-1.r •51 mm) DEEP OI.._ 3O %- AF"LETON ELECT 44501 CP ECCAL lay CCNTPACTOR) SLOAN VALVE COMPANY • 10500 SEYMOUR AVENUE • FRANKLIN PARK, ILLINOIS 60131 Printed in the U S A S E C U R I T Y F I X T U R E S T E C H N I C A L D A T A Model No. 921 -6101 [- 3 Stainless Steel Handicap Lavatory p. 3 ` • Sturdy cabinet with fully enclosed bottom • 1 -1/4" no -hub elbow waste • Meets all applicable ADA height and clearance requirements • Optional faucets meet all applicable ADA requirements • All units factory tested for proper operation Specifications Material All cabinet materials, including interior piping, are Type 30.4 stainless steel. Lavatory bowl, countertop, skirt, waste enclosure, and backsplash panel are 1.4 gauge. Bottom cover is 16 gauge. Construction Cabinet All welded construction with exposed welds ground smooth, and all accessible seams and voids eliminated. Bottom of lavatory cabinet is fully enclosed with a seamless welded plate. Interior of cabinet has fire - resistant, sound - deadening material. Lavatory Die - drawn lavatory has multiple hole fast drain with no -hub elbow waste and air vent. Lavatory bowl measures 1.4.1/2" x 9 -1/2" x 5" deep. Faucet options include 9075 metering faucet, gooseneck faucet with wrist blades and ACCU -ZONE 900 faucet. Finish All exposed stainless steel surfaces polished to #4 satin finish. Wall Anchoring No exposed mounting fasteners in cell area — fixture is completely secured from pipe chase side with rust - resistant mounting hard -ware for walls up to 12" thick furnished. NOTE: Fixture requires wall openings and accessible chase for installation and maintenance. Some field assembly may be required. Standard Equipment Unitized stainless steel cabinet/lavatory with integral fast drain and elbow waste with 1 - 1/4" no - hub outlet, integral air gent, and rust - resistant mounting hardware for walls up to 12" thick. Sample Specification Stainless steel lavatory shall be Bradley Model 921 -6101. Fixture shall be fabricated of 14 gauge (bottom cover 16 gauge) Type 304 stainless steel with exposed surfaces - polished to #4 finish. All exposed welds shall be ground smooth with no visible voids, seams, or crevices. Cabinet interior shall have fire - resistant, sound - deadening material. Fixture shall meet all applicable ADA requirements. This information is subject to change without formal notice. Form No. \12694- 1195 -10M L/1 =�. Model 921-6101 �- MODEL Must select one 0 921 -6101 STANDARD SELECTIONS Must select one from each category i Wall Thickness: 0 100 101 102 OPTIONAL SELECTIONS Valves: • 0 115 116 117 0 "-4" Wall Thickness 4 " -8" Wall Thickness 8 " -12" Wall Thickness 9075 Metering Faucet Gooseneck Faucet with Wrist Blades ACCU -ZONE 900 Faucet Miscellaneous: y 920 -145 1 -1/4" No -Hub In -Chase P -trap 920 -146 1 -1/2" No -Hub In -Chase P -trap NOTE: Sleeves /Templates n: .sr be ordered separately. See Sleeve/ Template S tiun. Dimensions are shorn on the reverse side. BRADLEY Bradley C.• �]iATION P.O Eox 309, Menomonee Falls, WI 53052 -0309 Phere 414-251-E000 FAX 414-251-5817 http : 74 - Inv. bra: a corp.com Z W 6 00 0) W I " J N LL W u. I d I H Z I- O Z I— W W U� O - _ D f-- W ell H H W Z U= O~ Z Model No, 921 -6101 � � F = c c .' :F X•i - t R F. ; F - , f: I;L• 44. h 'I) A t.. .,,t- '- =` ,5'!�`:S;;i'•'3'. '} ,= `:_._. r. .. dad" Dimensions shown in parentheses are millimeters. 7 -7/8" (200) I 2 -3/4" (70) TOP VIEW 18" (457) 7/8" (22) DIA MOUNTING HOLES 2" (51) X 10" (254) 1/2" r WALL OPENING (13) I I 1-3/8 "_• LAV TOP i jj I_ (35) 1 - I I • 3-3/4" t I ( I 614;7 34" (864) i — 18" (457) 4" (102) CENTER 1" (25) DIA HOLES (210) FINISHED / / / / / // FLOOR 16 - 1/2" (419) 2" (51) DIA HOLE / %� ROUGH -iN DIMENSIONS View is from Fixture Side SIDE VIEW Bradley Corporation reserves the right to make changes in design and material without formal notice and without incurring obligation. Verify all rough -in dimensions prior to installation. L/2 FEB -14 -03 14:05 FROM -Reid Pacific Co. S E C U R i T t F I X T U R E S T L C I I N I C A L D A T A Model No. 6101 & 6175 Sleeves /Template Wall Sleeves - Wall sleeves provide fixture wall openings in concrete block and poured or precast concrete wails. The sleeves are fabricated of corrosion - resistant steel. Solid corrosion- resistnt steel bars are integrally attached to the frame for extra reinforcement and to provide cell security if the fixture Is removed. The sleeves are installed in the forms or grouted into block walls, becoming a permanent part of the uralL Wall Thickness Bradley furnishes wall sleeves for 4 ". 6 ". and 8" thick concrete walls as well as 3 -5/8 ", 5 -5 /S". and 7 -5/8" thick concrete block walls. Metal Templates Metal template~ are full-size. Templates are used to lay out required wall openings for subsequent flame cutting or core drilling. !Document No. 7385j ThIs Information is subject to change without foetal notice. 0YOIBLJV (2 PuciTotal) ST7385.1 +1- 253 - 926 -8030 T -999 P.002 F -059 MODELS _sttitil select one Model No. ❑ 6101 — Sleeves/Templates ❑ 6175 -- Sleeves/Templates STANDARD SELECTIONS rt1i at select ore `"nm each r-, tagory Wall Thickness: ❑ 3.5/8" ❑ 4" Wall Type: ❑ Poured /Precast Concrete ❑ Steel ❑ 5-5/8" U 7-5/8" ❑ 6" U 8" U Concrete Block U Other Dimension, ere shovn on revere side. Bradley P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone 1- 800 - BRADLEY FAX 262 -251 -5817 tttpaiwwwbrad leycorp.co m Technical Information Fax Service: 1- 800 - BRADFAX • • FEB -14 -03 14:05 FROM -Reid Pacific Co. Model No. 6101 & 6175 31-1/4 - (S SIZE) Dimensions shown in parentheses are millimeters. 15' (381) (SLEEVE SIZE) r pocumenc No. 73851 ]ascription Notes: 1. Centerline notches Indcate centerline o fixture. 2. Wall flange (Install on chase side of wall). 3. Horizontal notches hellcats counter top hleghL 4. Holes are provided on chase side flange for securing wall frame to tomzs. 5. Wall openings (shaded areas). This Information :s subject to change without formal nonce. 0701BI-JV S E C U R I T Y F I X T U R E S l E C H N I C A I . D A T A ST7385.2 +1-253- 926 -8030 T -999 P.003 F -059 G r P.O. Box 309, Menomonee Falls, WI 53052.0309 Phone 1. 800 - BRADLEY FAX 262 -251 -5817 http://www.bradleycorp.Com Technical Information Fax Service; 1- 800- BRADFAX Futura Faucet with Adaptive Infrared Metering Control Model 900 o Reliable Infrared Metering Activation • Broad Sensing Zone Within Bowl • Vandal Resistant • Automatic Sensor Adaptation to Lay Bowl e Available Centershank, 8" Centerset Mounting • Diagnostic LED Indicator Speei cations User Operation The faucet activates water flow only when the user's hands enter a broad infrared detection zone within the lavatory bowl perimeter. The faucet turns itself off after the hands are removed from the lavatory bowl area, allowing users to dry hands or groom without wasting water. Component Operation The Futura Model 900 controls water flow by using an adaptive -style sensor module to electronically open and close a 24V solenoid valve. Both electronic components are powered by a 24V class II transformer (provided by Bradley as an option). The Bradley adaptive sensor module uses a zone - focused infrared transmitting beam to create a large detection area confined strictly to the lavatory bowl. When the hands enter the detection area, the sensor starts water flow by electronically opening the solenoid valve. When hands leave the detection area, the sensor stops water flow by dosing the solenoid valve. Adaptive Sensing Technology When installed and powered up, the Bradley adaptive sensor suppresses a learned background environment (lavatory bowl) and responds (activates) when a change to that environment (user's hand) is detected. This technology allows the faucet to learn and adapt to a variety of lavatory bowls and installation environments: The incoming water supply can be tempered or cold. An optional Bradley Vernatherm Thermostatic Mixing Valve delivers tempered water at a temperature no greater than 105'F. Standard Equipment Infrared Sensor The sensor module uses a zone - focused infrared transmitting beam, creating a detection area not exceeding the bowl perimeter. Adaptive -style sensor shall learn installation environment upon power -up and react (activate) when the user's hands enter the detection area. A timing turn -off delay of 2 -3 seconds results in a smooth, controlled hand - washing operation. The Bradley adaptive sensor is not affected by varying color tones or darkness. Direct sunlight or bright washroom lights (up to 10,000 foot candles) will not activate the system. 1Documcnt No. 30401 This information is subject to change without formal notice. 3123- 1- 290SSE (3 Pages Total) FA3040.1 87,fft Solenoid 2.4V, 50 /60Hz, 1/8" NTT. The electronically activated sole- noid valve provides reliable performance since there are few moving parts and its operation is unaffected by most chemicals and minerals often present in municipal water supplies. Flow Control/Rate Operating range 20 -100 PSI. Flow restrictor keeps flow rate constant at all pressures. The flow rate is .5 GPM, laminar flow outlet. Body Chrome plated, solid cast brass body, centershank mounting (standard), 8" cenrerset mounting (optional) with mounting plate. Diagnostic LED Short circuit or overload will cause visible LED on sensor module to flash repeatedly. Under normal operating condi- tions, sensor module LED is on steady, indicating power on. Sanitary No -touch operation reduces water /soap splatter and address the public's increasing awareness and concern about communi- cable diseases. Vandal Resistant There are no surface - mounted controls to tempt vandals. The sensor module is hermetically sealed and can be located under the countertop. The sensor's infrared send - and - receive optics are, protected by a shatter - resistant polycarbonate shield. The adaptive sensor will automatically shut off water flow after 30 -45 seconds if a vandal attempts to trigger constant opera- tion by covering the sensor or placing a stationary object in the sensor's detection zone. Barrier -Free (ANSI A117 - 1 - 1990) t°� . The sensor module produces a broad detection zontvso4uch allows disabled users to easily activate the faucet from either a front or side approach. BRADLEY iOM P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone 414 -251 -6000 FAX 414-251-5817 http Technical Information Fax Service: 1- 800 - BRADFAX _.�... l'utur t Faucet with Adaptive Infrared Metering Control Model 900 Dimensions shown in parentheses are in millimeters. 4 -1/4" (108) 4" Centers (102) Min. opening 1 -1/8 — - Example: Single Faucet Arrangement Futura Faucet Model 900 Future Faucet Model 900 Solenoid Valve 24V 50/60 Hz 1/4' NPT Optional Transformer ' 120VAC / 24 VAC >1 Wiring 2' (609) for Optional Transformer -4--- 1 -1/8" Dia. ( 1/2 ". NPS Senior Module For Tempered or Cold Water Only 3- 9/16" (90) Inlet to sole- noid valve Wiring & Piping by Others F .30.40.2 A 1.314" (44) Renate Transfcrmer 120VAC / 24VAC 6-3/4" (171) ` 1 .. ÷ .2-1/4"_,..1 (57) I 16' Long S.S. Flex Hose Hot Inlet Example: Multiple Faucet Arrangement 7 X 11 r.I ..- i :' I L4t...= = ' - �- . — - I I I ` ` - - -- FTMAS Cabinet 1-1/8" 29 -4- 1/4" NPT Cold Inlet Bradley Corporation reserves the debt to make changes in design and material without formal notice and without incurring obligation. Verity all rough -in dimcnsions prior to installation. Filter / 1/2" NPSM inlet /` 1/4" NPSM / / P L U M B I N G I- I X T (t R h: S " l . 1-. ( : I I N I (: .\ I. I) r\ T A Futura Faucet with Adaptive Infrared Metering Control Model 900 Sample Specification No -touch infrared faucet shall be Bradley Futura Model 900 with adaptive sensor module. Infrared sensor to use zone - focused transmitting beam, creating a detection area not exceeding the bowl perimeter. The infrared sensor module shall electronically activate a 24V solenoid valve using a 24 -volt AC, 50/60Hz power supply. Infrared sensor nodule to have auto shut -off after 30 -45 seconds of continuous triggering by a stationary object, a timing turn -off delay of 2 to 3 seconds. Sensor module send- and - receive optics shall be protected by a flush- mounted, shatter- resistant polycarbonate shield. Faucet shall include chrome - plated, solid cast brass body with center - shank mounting. Document No. 3040 This intorma ion is subject to change %%ithout formal notice. 5!23-1-290SSE 13 Pages Total) FA3040.3 MODEL Model No. ❑ 900 ❑ 900 -8" Must select one Description Centershank Mounting w /8" Centerset Mounting Plate OPTIONAL SELECTIONS Thermostatic Mixing Assembly (TMA): TMA Thermostatic Mixing Valve Assembly: (1) "Vernatherm" Thermostatic Mixing Valve and (2) Stop, Strainer and Check Valves for 1 -12 Faucets. 4FTMAR Recessed Stainless Steel Cabinet to Enclose (1) TMA Assembly and Terminal Block. Cabinet is 18 Gauge Type 304 Stainless Steel with Exposed Surfaces Satin Finished. Door is 16 Gauge with Key Lock. Requires Wall Opening 4 -1/4' Deep. Serves 1 to 4 Solenoids. Same Specifications as 4FTMAR Above Except Serves 5 to 8 Solenoids. Same Specifications as 8FTMAR Above Except Serves 9 to 12 Solenoids. Same Specifications as 4FTMAR Above Except Surface Mounted. Projects 4" from Wall and Serves 1 to 4 Solenoids. Same Specifications as 4FTMAS Above Except Serves 5 to 8 Solenoids. Same Specifications as 8FTMAS Above Except Serves 9 to 12 Solenoids. • 8FTMAR • 12FTMAR ❑ 4FTMAS • 8FTMAS i] 12FTMAS ❑ 4RT g ( BRT ❑ 12RT ❑ NT 24V Transformer: ❑ PT Plug -In with Anti -Theft Bracket for Single Faucet Locations Only Remote Transformer for 1 -4 Faucets Remote Transformer for 5 -8 Faucets Remote Transformer for 9 -12 Faucets None. Futura Faucets Set Up for Customer Supplied 24 VAC System Transformers arc UL/CSA listed, 120,'24 VAC, 50/60 Hz, Class II. Location and bu. if required, (by others) per local electrical code. Brad COPPOW F.D. Box 309, Menomonee Falls, WI 53052-0309 F-one 414 -251 -6000 FAX 414 - 251.5817 t..r.p: / /www.bradleycorp.com Te :hnical Information. Fax Service: 1-800-BRADFAX P I . V N1 K I ` G F I X T U R E S h I. C Fl N I C A I. I) A T A Faucet Accessories VernathermTM Thermostatic Mbdng Valve Assembly Model TMA • Includes One Vernatherm Thermostatic Valve and Two Stop - Strainer -Check Valves • Ideal for Supplying Tempered Water for Bathing or Hand Washing • Heavy, Rugged Construction • Full, One -Year Warranty Specifications User Operation Valve allows precise control of water temperature. Standard model is factory preset for delivery temperature of 105'F. The valve is not affected by variations in pressure of either hot or cold water supply. Materials Valve slider assembly, with flip ring seal that separates hot and cold water on the outside surface of the slider. Thermostatic piston adjusts upward or downward as the power element heats or cools, forcing the piston against a factory - adjusted set screw which is part of the valve slider assembly. Vandal Resistance Tamper proof— factory set. Standard Equipment Flow Control Thermostatic piston and valve slider maintain mix of hot and cold water when proper temperature has been reached. Water flows in full contact with the sensing body of the power ele- ment to insure rapid response of the valve to changing inlet supply water temperatures. Valve shuts off immediately if either cold or hot water supply should fail. IIV.-iment No. 30801 Thi information is subject to change without formal notice. 3!:: • l.1197SE (2 Pages Total) FA3080.1 Stop- Strainer -Check Valve Vernatherm Model TMA BRADLEY Bradley CORPORATION P.O. Box 309, Menomonee Falls, WI 53052 -0309 Phone 414 - 251 -6000 FAX 414-251-5817 hnp: /iwww.bradleycorp.com Technical Information Fax Service: 1. 800- BRADFAX Faucet Accessories VernathermTM Thermostatic Mixing Valve Assembly Model TMA Flow Capacities Outlet Clow rates at various inlet pressures are shown in Figure. Data obtained by varying the inlet pressures on both hot and cold lines, keeping both pressures the same. Capacities are for the Vernatherm with Bradley's Stop - strainer -check valves on each inlet supply. 25 20 15 n. 10 C_7 9 �• 8 7 O 6 u. I- 5 w . J D - 4 O u in 0 `0 i, 0 80 O ▪ 60 I • 20 C u 0 o 3 2.5 210 15 20 30 40 50 60 70 80 90100 (Document No. 30801 PRESSURE AT INLETS (PSI) Hot Water Inlet Temperature irtorrnati :on is subject to change without formal notice. 3123.1.1197SE (2 Pages Total) FLOW RATES VERNATHERM MIXING VALVE WITH STOP - STRAINER- CHECKS ON INLETS AND EQUAL INLET PRESSURES. te Hot Water Usage Figure shows the percent of hot water at various temperatures used in mixing with cold water at 40', 60', and S0'F to obtain outlet water at 105'F. FA3080.2 I' 1 V 1\1 B I N (; } I X l C' K 1 S '1' I (' II N 1 ( A I. 1) .\ 1 A Bradley Vernatherm; Factory preset at 105'F Outlet Temp. Percent Hot Water at various inlet temperatures which is automatically mixed with Cold Water at 40', 60' and 80'F. Examples: With inlet water at 150'F Hot and 60'F Cold delivering outlet at 105'F, Hot Water is 52.2% of total flow, Cold Water is 47.8% of total flow. Bradley P.O. Box 309, Menomonee Falls, WI 53052.0309 Phone 414 - 251 -6000 FAX 414 - 251 -5817 ht.p:: iwww.bradleycorp.com Technical Information Fax Service: 1- 800 - BRADFAX 1. 1 ,, 11 ., . I 1 • 1 1 I • 1• I I • . I • 1 1 1 l I I I 1 1 1 1 1 •1 1i • . 1 1. 11 I I...... ® -�aa111, b . • i 14F. I ll). ! 4). i jwI i 1 1 i 1 I /L4) Faucet Accessories VernathermTM Thermostatic Mixing Valve Assembly Model TMA Flow Capacities Outlet Clow rates at various inlet pressures are shown in Figure. Data obtained by varying the inlet pressures on both hot and cold lines, keeping both pressures the same. Capacities are for the Vernatherm with Bradley's Stop - strainer -check valves on each inlet supply. 25 20 15 n. 10 C_7 9 �• 8 7 O 6 u. I- 5 w . J D - 4 O u in 0 `0 i, 0 80 O ▪ 60 I • 20 C u 0 o 3 2.5 210 15 20 30 40 50 60 70 80 90100 (Document No. 30801 PRESSURE AT INLETS (PSI) Hot Water Inlet Temperature irtorrnati :on is subject to change without formal notice. 3123.1.1197SE (2 Pages Total) FLOW RATES VERNATHERM MIXING VALVE WITH STOP - STRAINER- CHECKS ON INLETS AND EQUAL INLET PRESSURES. te Hot Water Usage Figure shows the percent of hot water at various temperatures used in mixing with cold water at 40', 60', and S0'F to obtain outlet water at 105'F. FA3080.2 I' 1 V 1\1 B I N (; } I X l C' K 1 S '1' I (' II N 1 ( A I. 1) .\ 1 A Bradley Vernatherm; Factory preset at 105'F Outlet Temp. Percent Hot Water at various inlet temperatures which is automatically mixed with Cold Water at 40', 60' and 80'F. Examples: With inlet water at 150'F Hot and 60'F Cold delivering outlet at 105'F, Hot Water is 52.2% of total flow, Cold Water is 47.8% of total flow. Bradley P.O. Box 309, Menomonee Falls, WI 53052.0309 Phone 414 - 251 -6000 FAX 414 - 251 -5817 ht.p:: iwww.bradleycorp.com Technical Information Fax Service: 1- 800 - BRADFAX Model Faucet Drilling K -2005 I K 2006 I K 7007 4' centers r centers I Single-hole More Info. Overall Dimensions ( Side/Side a Front/Bark) 11' x 18" (533 x 457 mm) Basin Dimensions (Side /Side x Front/Bock) 16' x 10' (394 x 248 mm) Recommended / Material Vitreous Orin 9.2 Recommended 3 /e' Angle Supplies K- 7605•P 4.19 P.Trap K -8998 Optional Offset Drain K•13885 4.20 Soap/lotion Dispenser Hole Drifting' Add (Allot for leh•hand soap dispenser hole drilling or (•rl) for right-hand snap dispenser hole drilling Variation Coordinating Toilets K•4329/K•4330 17.1 Model , K'1475 Overall Dimensions / 14' x 12" (Side/Side x Front/Bock) \ (356 x 305 mm) More Info. Back 4 5' Basin Dimensions I I a 11' x 9' Material ! I Vitreous china 9.2 Recommended / Faucet I 4 K -7482 4.13 Optional / Support Bolt for i 2' Wall Thickness ' 104804 (far use with ad water supply only) MOTE • All institutional fittings must have wall thickness specified. Stop valve and trap behind wall not included. Please refer to Faucet rice hook for complete selection. • • WALL-MOUNT L A V A T O R I E S CHARDONTM 14" x 12" K -2475 Chardon Wall-mount Lavatory in While with concealed self-closing supply fitting (K•1482) in polished chrome. \ f • Integral slow draining outlet, bubbler and soap dish • Built-in supply % 1 11• TAP 1 \'♦ =S T.P j •- I• _ • '*1'• r 1• •CLS , K•2475 i 17 75 •61E5 x4: FCC SO. ', ES r ti.l ,,Vim... •• }. �. }.•. 1t3S' 11• 3� 1' =.:CP K•2006 Kingston Wall-mount lavatory in Desert Bloom with Triton faucet (K•7443•K/ K•I6012.4). • Port of Kingston Ensemble which also includes Kingston Toilets • Drilled for concealed arm carrier • Will comply with the ADA when installed per the requirements of the Accessibility Guidelines, Section 4.19 Lavatories and Mirrors, of the Act • Not available with k.2006. KINGSTONTM 21"x18" eo,CEUn ARM M0L1 8.00•nO42 }'\' _ .}S. . '1}11• - �1 '.\I u - nuFO \' - JJ 00 l •i' 1C•E* •:, 1•t 1. 0 L0CL C OEV +CU K•2005 V . :1 ' \ . _ •. 1.1.1' :t. - •... (r) Pop-up drain (I i1, grid drain (1 151 K•2005/7 (I?;. K.2006 (141. P 313 K•2006 r 11 •• t i . K -2007 KOHLER, z ~ w ot J U 0 0 W W W O � N d = W Z f— Z O w U O to o I-- WW I - u. 0 W U = O ~ z CHICAGD+ FAUCETS rut As Long As the Building 21C0 SOUTH CLEARWATER DRIVE DES PLAINES, ILLINOIS 60018 -5999 847- 803 -5000 J08 NAME SUBMITTED AS SHOWN SUBMITTED AS NOTED SEE ATTACHED FOR SUBMITTED MODIFICATION 6• 1 1 1 1/4• MAX WARE THICKNESS I/2' (WITHOUT BASIN COCK WASHER) I WIRES 58• LONG 3/8' NPT (RED i BLACK) FEMALE HARD WIRE INLET TO TRANSFORMER NOTE: INLET SHANK AND COVER PLATE STUD CENTERS ARE OFFSET 3/8• A .. � o` . !L`-J! lig iris .. 0 M MO 1/2• DIA. ITEM NO ANSI A112.18.1 CSA B125 2 3/8• (GREEN & YELLOW) PLUG ON SOLENOID TECHN;CAL 3 LAIATORY FITTING WITH IN:RARED SENSOR REMOVABLE CAST BRASS SPOUT EASE AND FORGED BRASS COVER PLATE 24 VOLT AC POWERED (TRANSFORMER NOT SHOWN) ORDER SEPERATELY OR AS A FI T T:" G NUMBER VARIATION SEE SP ECIF.CATION GUIDE FOR ADDITIONAL INFORMATION FINIS- AS PECIFIED E12 SOFTFLO Ct..ITLET 2.0 GPM - 7.6L'min. ©80PSI ANSI A112.16.1 Fr7.■G '∎C 550 -4 SUBMITTED MODEL NO ADA COMPLIANT LENS RED LIGHT 1/4' UNION NUT 11/16• DIA. BRASS SOLENOID VALVE WITH BUILT -IN 'Y' STRAINER S=:::FICATION MANUAL c In 2 Cn N 3 CU 017 CS] O- W C/f C CD O C) CO CD 0 77 0 0 ET En' C 3 CD a 0 C cD 0 C/7 CD 0 CD a CD 0. 0 0 n: CD CL 0- c� P 0 ca C.0 STYLIST GLE DISPOSAL GAUGE R Ship. Wgt. List Lbs. Price 363.70 • Model Number ./DS•22V A GR 15 DOUBLE BOWL 18 GAUGE WOD•2233•A -GRMiL 22 490.00 WDD 3822 - A•GR•RIL 27 527.10 • STYLIST SINGLE D BOW W L 18 GROUP 8 GAUGE r Model Number SBW1919•A•GR•R/L Model Number Ship. Wgt. Lbs. 12 - Continued Next Column- I List Price 251.10 S8W2125•A- GR•RIL 15 292.20 DOUBLE BOWL 18 GAUGE OBW2133- A- GR•Rlt. 19 381.30 SINGLE BOWL 20 GAUGE SBW - 1919.8- GR-RIL 10 154.30 SBW - 2125.8- GR•RIt 13 157.00 DOUBLE BOWL 20 GAUGE 013W- 213343- GR•R/L 16 237.10 STYLIST - LEDGE TYPE SINGLE BOWL- 18 GAUGE Ship. Wgt. List Lbs. Price 7� �/718.Z0 SL- 1613 -A-GR 8 238.00 o.�z44,3a.J SL- 175194-GR 11 250.00 SL- 1815•A -GR 10 242.20 SL- 1921 -A-GR 12 272.60 SL•2017 -A-GR 11 245.90 SL- 2019 -A-GR 12 256.30 SL•21174-GR 11 249.50 SL- 2119 -A-GR 12 273.20 SL- 21224-GR 13 282.80 SL- 2125 -A-GR X 14 283.90 SL•21314.GR 19 378.90 SL- 2133 -A-GR 19 378.90 SL- 22145 -A -GR I1 251.90 SL- 22174-GR 11 249.30 SL•2219•A -GR 12 273.20 SL- 2222 -A-GR 13 282.80 SL•2225 -A-GR 14 283.90 SL•2231•4-GR ' 19 378.90 SL•2233.4••3R 19 378.90 SINGLE BOWL - EXTRA DEEP- 10 -1/2" 18 GAUGE SLX - 1617., A 11 318.50 SLX- 18154•GR' 11 308.50 SLX - 192!.. GR 16 317.80 SLX- 2017.4 -GR 15 305.80 SLX - , 019.4 -::R 16 318.00 74 GR 16 308.00 WDS- 2225 -A -GR SBW - 2125 -R SL- 1921 -A -GR SL- 2225 -A -GR -2- STYLIST - LEDGE TYPE SINGLE BOWL - EXTRA DEEP - 10-1/2" 18 GAUGE (CONTINUED) Ship. Wgt. List Lbs. Price Model Number SLX•2219•A -GR StX- 2222•A•GR SLX•2225•A -GR SLX•2231 •A -GR SLX•22334-GR SINGLE BOWL 18 Model Number , S- 1313 -A•GR S- 14519 -A-GR S- 1515 -A -GR S•1717 -A -GR S- 1719 -A-GR S•1925 -A-GR TYPE 316 MODELS 17 18 20 23 23 317.80 329.80 361.10 437.30 437.30 - EXTRA DEEP -12" GAUGE SLXD•2217 -A-GR 16 348.90 SLXD•2219•A•GR 17 356.30 SLXD•2222 -A-GR- 18 370.60 SLXD- 2225 -A -GR 20 398.00 SLXD•2231•A -GR 23 487.40 SLXD•2233•A -GR 23 487.40 STYLIST- NON LEDGE TYPE SINGLE BOWL- 18 GAUGE Ship. Wgt. Lbs. 8 to 10 11 14 List Price 209.30 225.20 216.30 220.40 228.70 S- 1721 -A -GR 11 253.40 S- 1917•A -GR 11 226.50 5. 1919 -A -GR S- 1922 -A -GR 12 253.40 13 259.80 S•19314-GR 18 358.90 S- 21284-GR 18 397.10 S- 2133•A•GR 19 • 365.60 286.30 I SINGLE BOWL EXTRA DEEP 10 - 12" SX- 1515 -A -GR' SX- 1717 -A -GR SX- 1719 -A-GR SX- 1721 -A-GR SX- 1917-A-GR SX• +319..t._a SX- 1922 -A-GR 17 318.40 9 293.90 15 300.60 15 311.30 16 310.00 15 3C6.00 16 310.00 SX- 1925 -A-GR 19 346.70 I SX- 1931 -A -GR 22 423.901 SX- 2133 -A-GR 23 436.90 SINGLE BOWL - EXTRA DEEP - 12" 1 SXO.17t9 -A-GR 15 339.70 SXD- 1917 -A-GR 15 338.50 SXD•1919 -A-GR 16 345.40 SXD•1922•A -GR 17 349.50 SXD•1925•A -GR 19 385.40 I SXD•1931 -A-GR 22 451.00 SXD- 2133•A-GR 23 464.50 ' Denotes 9" deep bowl. TYPE 316 GROUP MOST STYLIST 18 GAUGE MODELS ARE AVAILABLE IN TYPE 316. CONSULT FACTORY FOR PRICING AND DELIVERY. "SLX" SERIES "SLXD" SERIES "SX -SXD" SERIES 0 cd 0 77 tel c.� 0 O 0 CJ E N CC C/7 0 O O. 0 V 0 0 C f/) 0 r 0 a > E 0 U E 0 c CHICAGO, FAUCETS ' Last As Long As the Building JCB NAME SUBMITTED AS ShCwN Si:BM: TED AS NCrE: SEE ATTACHE: FOR SUBMITTED MCOIFICATIGN 2 1/4" DIA. 1 1 /4 "DIA. 8" 2•CC SCU 1 CLEIPWA'ER CRIVE OES PLAINES. IL_:NOIS 5CG1a -5999 8 -5000 ANSI,NSF61, SECTION 9 ANSI A112.18.1 CSA B125 5 3/8" 786 -E3 SuBMIr ED NC ITEM NO. 1 1/8" TO 1 1/4" WARE } 1/2" NPSM COUPLING NUT FOR 3/8" OR 1/2" FLEXIBLE RISER TE_- .'iCA.C= -. DECK MOUNTED LAVATORY FAUCET GN2A RIGID /SWING GOOSENECK SPOUT WITH E3 AERATOR 317 WRISTBLADE HANDLES ON 8" CENTERS CHROME PLATED FINISH ADA COMPLIANT 6 5/8" 3 5/8" •1 11" SPECIFICAT:CN MANUAL F.'T.hG VC fMOOi`L WEIGHT LIST NUMBER LBS PRICE 12 Wheelchair Accessible Lavatory ' —1 .-23520 22 $682.90 nudes wall clip) HCL- 23520 -T 29 976.40 (Includes faucet, overflow, wheelchair lavatory drain, wall clip, and integral wall brackets) Corner Lavatory A-35929 I 12 $624.60 (Includes wall clip) A-35929-T 1 12 $736.20 (Includes J -981 faucet and J -15 -FS drain) Service Sink A- 186651 45 $1,032.60 (Includes stainless steel wall brackets, and wall clip) A- 18665 -TCP t 65 $1,300.60 (Includes two J -514 chrome plated single faucets and a JTS -1060 trap standard) A- 18665 -TMX 1 65 $1,384.40 (Includes JLK -400 rough brass mixing faucet with hose end spout and pail hook, and JTS -1060 trap standard) A- 18665 -TVB t 65 $1,427.10 (Includes JVB -1200 faucet with vacuum t •r, hose end spout with pail hook, and J7 -1060 trap standard) Surgeon's Wash -Up Sink A- 186641 55 $1,122.90 (Includes stainless steel wall brackets and Hall clip) 4- 18664 -T 1 60 1,354.60 'Includes JS- 47- TGSA -W faucet and I -35 -SSF drain) 1- 18664 -TF 1 65 1,512.40 Includes JFV -320 pedal 'valve, 9" spout with rose spray, mountihg package, and -35 -SSF drain) S -122 50 1,055.70 'ncludes stainless steel wall brackets and tall clip) S -122 -T 55 1,287.30 ncludes JS- 47- TGSA -W faucet and .35 -SSF drain) 3- 122 -TF 60 .1,720.90 'dudes JFV -320 pedal valve, 9" spout th rose spray, mounting package, and 35 -SSF drain) I' / Tops Av -o0 -24 (2 Station) $3,291.15 AV-72-24 (3 Station) 4,287.55 licates available from semi- finished stock MODEL WEIGHT LIST NUMBER LBS PRICE Surgeon's Multi Station Wash -Up Sink J -48201 110 $1,799.90 J -6020 1 138 1,957.70 J -72201 165 2,127.10 J-9620 220 2,501.20 Includes stainless steel wall brackets and wall clips. Less: Faucet and drain Corner Mop Sink B-33213 t 155 53.092.80 Includes perforated stainless steel strainer with 3" I.P.S. caulked pipe connection and wall clips. Rectangular Mop Sinks & Accessories A -47699 1 49 $1,145.00 C -2523 38 1,080.90 Includes perforated stainless steel strainer with 3" I.P.S. caulked pipe connection and wall clips. Accessories (order separately) JH -1 Hose Clip 3 $17.10 JMH -3 Mop Holder 9 101.80 JH -4 Hose 5 23.10 Laundry Tubs J -251 Double Compartment 265 J -127 Single Compartment 152 Less: Faucet and drain. $2,177.80 1,687.90 Urinals— Trough Type B- 36033 -48 t 93 $1,919.50 B- 36033 -601 117 2,111.90 B-36033-72 1 140 2,303.30 Includes beehive strainer and flush pipe. 1/2" I.P.S. keystop supply or center slipfit fitting. Cup Sinks A -28065 t 2 $254.50 A -37734 (SR) 1 3 276.00 A- 280661 3 292.10 A -39056 (SR) t 4 313.60 A-41963 3 244.50 A -41962 (SR) t 3 266.20 SR indicates self rim. Add $134.30 if cup sink is to be welded into top. THE ECCLESIASTICAL GROUP Sacristy Sinks CH- 17537- A- GR- R /L- LP 126 CH- 1829- A- GR- R/L -LF'1 23 CH- 2228- A- GR- R/L -LF' t 25 CH- 2233- A- GR- R /L-LF' t 27 CH- 2243- A- GR- R/L -LF' 1 32 'LF —Less Fittings $725.40 689.60 706.60 733.50 800.20 ust STAINLESS STEEL SINKS MANUFACTURING COMPANY 9233 King Street • Franklin Park, Illinois 60131 • Phone: 847/678 -5150 • FAX: 847/678 -6817 Z W tY 6U 0 - 0 co iu N O J H N W W D 2 N � �W Z I— 0 Z I— W W 0 0 0- 01— I - U- O 11J 0 Z 4 CD rn co ccs - o a) 0 o ` a) a a) a.) o. 0 a) 0 E N 0 CM. 0 ai c cv L U 0 U N E cv c ca cc co E U) LCD 0 c E c c) c 0 CC CHICAGO Ativ FAUCETS +r Last As Long As the Building SUBMITTED AS SHOWN SUBMITTED AS NOTED SEE ATTACHED FOR SUBMITTED MODIFICATION 1/2" I.P.S. THD. INLET 1 15/16 1 1/2" 2 1/8" 6" 2100 SOUTH CLEARWATER DRIVE DES PLAINES, ILLINOIS 60018 -5999 847- 803 -5000 JOB NAME (2) #10 FL. HD. WD. SCREW 1 1/2" LONG 1 3/8" 5 3/4" 3/4" HOSE THRD. 2 1/8" i \ (2) #10 FL. HD. WD. SCREW 1 1/2" LONG TECHNICAL DATA EXPOSED SERVICE SINK FITTING FOR SUPPLIES FROM ABOVE RIGID SPOUT WITH 3/4" HOSE THREAD OUTLET, PAIL HOOK, AND WALL BRACE 633 HANDLES VALVE SUPPORT PLATE CHROME OR ROUGH CHROME FINISH =ITTIhG NC 835 SUBMITTED MODEL 1C. ITEM NO. p, s 15/16 8 1/2" ROD 1-•-2 7/8" r SPECIFICATION MANUAL ': ' = "'"{ IS :,' 4 "1:, r ''.1 t7...., C " a y -. .- TRIPLE BOWL EXTRA DEEP - '%'..'' 10- 1/2 " GAUGE .TLX- 18 -A•GR' 31 765.10 ',71..X•2249•A GR 39 854.70 TLX- 2255•A•GR 48 953.40 . TUt2264•A•Gfl 53 1062.70 . 'Ilk 2273 -A-GR 57 1118.10 3 IPLE BOWL - EXTRA DEEP - ' 12" 18 GAUGE TLXD- 2255•A -GR 48 1110.50 y 'a ; TLXXD- 2264 -A -GR .53 1143.80 . °TLXD- 2273 -A -GR 57 1260.50 Ship. Wgt. List Lbs. Price Model : . Number TL- 18 -GR • 23 625.80 35 713.90 T1•2249 A •GR %:TL•2255 -A-GR 43 823.00 , 50 864.50 NON LEDGE TYPE -:':; TRIPLE BOWL- 18 GAUGE ?.. Ship. Model Wgt. List :q. - °. Number Lbs. Price • %T1543 -A.GR 22 61120 ..T:1949•A -GR 33 690.10 r•3` T 195r•A -GR 39 800.40 I . TRIPLE BOWL - EXTRA DEEP 10 - 1/2 "i l ' -A-GA' 26 754.90 ° ''TX- 1949•.4 -GR 45 941.40 TRIPLE BOWL - EXTRA DEEP - 12" ."! _ TXD•t9.55•A•GR S Dou . LE B OWL - GAUGE TYPE E Ship. Wgt. List Lbs. Price D 2 8•GR 0.152 0.193 0.193 0.1943.8 - GR D- 194943 13 253.00 t4 273.20 17 301.70 19 313.50 21 343.40 26 373.50 • =S TRIPLE BOWL- 18 GA TL•2273•A -GR TX-19S -A-GR 51 957.10 35 846.00 45 109620 D- 1933 -B -GR "TL" SERIES "TLX -TLXD" SERIES "T" SERIES "TX -TXD" SERIES CONGENIALITY -BAR SINK GROUP LEDGE TYPE BAR SINKS - SINGLE BOWL 18 GAUGE Ship. Model Wgt. List Number Lbs. Price SBL•1515•A -GR SBL•I613•A•GR SBL•I812 -A-GR SBL- 1815•A -GR SBLX• 1815•A•GR' BLSM- 13519 -A-GR SB- 1515 -A -GR 9 217.20 SBX- 1515 -A-GR' 9 293.90 NON LEDGE TYPE BAR SINKS - 18 GAUGE; SB- 1215 -A - GR 7 206.90 ' Denotes 9' deep bowl. 8 9 10 11 9 LEDGE TYPE BAR SINKS - SINGLE BOWL 20 GAUGE 228.40 238.00 231.90 243.20 308.50 283.50 Ship. Model Wgt. List Number Lbs. Price S8L- 1515 -B-GR 6 128.70 SBL - 1613.8 -GR 9 148.20 SBL - 1812 -B•GR 8 130.00 SBL- 1815 -B-GR 9 153.20 BLSM - 13519.8 -GR 7 166.90 NON LEDGE TYPE BAR SINKS - SINGLE BOWL 20 GAUGE S8- 1215 -B-GR 6 134.80 S8- 1515 -B•GR . 7 145.60 LEDGE TYPE BAR SINK - DOUBLE BOWL 18 GAUGE DBL- 1529•A -GR 16 369.80 D6L- 1823 -A-GA 16 373.40 20 GAUGE DBL - 1529 -B -GR 14 228.50 DBL- 1823•9•GR 14 251.90 VICTORIA GROUP - SINGLE BOWL 20 GAUGE Ship. Model Wgt. List Number Lbs. Price VSL - 2117.8 -GR 9 147.40 VSL- 2 117 -B•GR 9 147.40 ' /SL•1921 -B-GR 9 154.50 VSL-2122-8-GR 9 160.00 VSL - 22 -GR 9 160.00 VSL - 2125.8 -GR 12 170.60 VSL•225 8.GR 12 170.60 DOUBLE BOWL 20 GAUGE VOL•1933 -8-GR 15 234.50 VDL•21'.,3' -B•GR 16 240.00 VOL- 2233.8 -GR 16 240.00 OFFSET BOWL 20 GAUGE VCDLP•�2 ,L 19 249.30 SBL- 1515 -A -GR SB -1515 ' SBL - 1515 -B -GR SB- 1515 -B -GR DBL -1823 "VSL" SERIES VDL -2233 "VODLP" SERIES Z 1 W i 00 CO W H N LL WO u to a I- W H = Z I•- CO Z I- w w U� O N O I- w W I I- H u" O W Z = O~ Z cc; cv -o 0 O - aJ Ca a7 N OJ a C/1 O O N O a7 E CC N O d N O 0 a� o) CO U 0 U aJ .n C/7 CO C) a E C) O N C as E O CC 'T't+'i' +0 CHICAG s s 2100 SOUTH CLEAR'NATER ORI' /E DES P AINES ILLINOIS 60018 -5999 786 -E3 F AUCETS 4& SUBMITTED MODEL NO Last As Long As the Building JOB NAME ITEM NO. SUBM!IT 13 3HC +'" SUBMITTED AS NOTED ANSI,NSF61, SECTION 9 ANSI 3112.18.1 CSA B125 fill COMPLIANT SEE ATTACHED FOR SUBMITTED MODIFICATION ADA 4" 11" . i 5 3/8" 6 5/8" � ■ � ■III 11 2 1/4" DIA. I -- I 1. `. 2" DIA. i 1 1/4 "DIA. E --. == 1/8" TO 1 1/4" WARE = U .. == 1" DIA. =-- } 3 5/8" DIP ispi ras inu -" Ins 4" 1/2" NPSM COUPLING 8" NUT FOR 3/8" OR 1/2" FLEXIBLE RISER TE.r.NICAL DAB= SPECIFICATION MANUAL DECK MOUNTED LAVATORY FAUCET GN2A RIGID /SWING GOOSENECK SPOUT WITH E3 AERATOR 317 WRISTBLADE HANDLES ON 8" CENTERS CHROME PLATED FINISH cc; cv -o 0 O - aJ Ca a7 N OJ a C/1 O O N O a7 E CC N O d N O 0 a� o) CO U 0 U aJ .n C/7 CO C) a E C) O N C as E O CC . Naomi rayeoft, p, Satisfying Thirsts Since 1912 Cl Series Bi -Level • MODEL: ` HTSEBPFR .§- - T "is �r .ftt ers L t a b cra: c by Ender; ri e 3, ratacra:ra, Inc. in accordance with ANSI. NSF 61, Section 9 - 1997b. GENERAL Two face - mounted fountains. one - piece, non - corrosive stainless steel number 300 series with brushed satin finish. Contour - formed basins with rounded corners and edges reduces splatter, insures proper drainage and prevents standing waste water. Designed to be easily accessible to both physically challenged and able- bodied individuals. Ideally suited for installation in public areas. Model meets state and federal requirements as defined by the Americans with Disabilities Act. FREEZE - RESISTANT VALVE SYSTEM Freeze - resistant system features box that installs behind non-freezing wall for housing water connection from the stop to the strainer. BUBBLER Exclusive one - piece. chrome - plated two- stream mound - building bubbler with non - removable anti -squirt feature and integral hood insures a satisfying drink of water. PUSHBUTTON ACTUATION MECHANISM Self - closing. vandal- resistant pushbutton does not require grasping or twisting. PANEL Constructed of stainless steel, No. 300 series with satin finish. AUTOMATIC STREAM HEIGHT REGULATOR Self - closing assembly is located inside unit to prevent tampering. Unit resists corrosion and liming. A constant stream height is automatically maintained under line pressures that vary from 20 to 105 psi. INLET STRAINER Easily cleaned in -line strainer screen traps particles of 140 microns or larger before they enter the waterway. WATER INLET 3 8" O.D. Tubing into freeze - resistant box. DRAIN OUTLET 1.1!4" waste outlet located in freeze- resistant valve system. SUGGESTED SPECIFICATIONS Fountain shall include pushbuttons on the front, contour - formed basins to eliminate splashing and standing water, and shall have rounded corners and edges. Each prcjector shall be two- stream, mound-building type with integral hood guard and arti -squirt feature. Fcuntain shall comply with ADA. The manufacturer shall certify the unit to meet the requirements of ANSI,NSF 61, Section 9 and the Safe Drinking Water Act. Nc:e: Continued prcduct improvement makes scecif.cations subject to change without notice. Freeze - Resistant www.halseytaylor.com HALSEY TAYLOR, 2222 CAMDEN COURT, OAK BROOK, ILLINOIS 60523 Standard Finish is Stainless Steel Optional Accessories (extra cost) Cane Touch Apron Vandal- Resistant Kit Each HTSEBPFR consists of 2 cartons of the following: Fountain, Panel and Misc. Parts Freeze- Resistant Valve System Service stop not furnished. Copper tube to water supply connection not furnished Shipping weight: 94 lbs. LEAD ADA Halsey Taylor Barrier -Free Drinking Four :sins and Water Coolers conform to The Americans with Disabilities Act and American National Standards Institute Specifications. B 1 8 / 9-2002 Freeze - Resistant Classic TM Series Barrier -Free BI-Level Fountain iCONTINUEO/ MOUNTING INSTRUCTIONS Refer to diagrams for rough -in of freeze- resistant system and plumbing. For wall support required locations see installation instructions provided with panel and fountains. Mount wall plate assembly to wall per the installation instructions. 3 -5 92. FRONT VIE 7 -1/4" (184mm) WALL LAYOUT 8" m W 12.1/2" 318mm 6-1/16" 154mm 12.1/2" 318mm I 6.1/16' 154mm 0 4-3" 10" Smm FINISHED FLOOR Nal& aq r;� et". 33- /16' 639mm Hang fountain panel over the wall plate assembly. Attach fountains to wall plate assembly. Water service lines and waste line are to be assembled as required. Final check for leaks and correct functions of fountain should be made. (See installation instructions for full details.) CAUTION — Fountain must be securely bolted to wall. 18 - 3/4" B A� (476mm) 2 2- 3/4 "-•. WALL PLATE (51 mm) III (70mm) ASSEMBLY 32- 13/16" (833mm) 35 -3/8" 899mm) 1 35 -1/8" I (892mm) I 1 1 I I Rif MM NM I If=2 1.1 I I 5 -1/4' 1 ( 133mm) I-4. 5.1/4" we— (133mm) I I 1 __ ' (203mm)) (203m 7 I I (2 03mm) (203mm) 1-4 16' - ' 16" I I (406mm) 11I I (406mm) I I 1 11 1 1 1• STUDS REQUIRED I I I I FOR WALL FRAME 1 I I I I I CONSTRUCTION III I 5.1l4' (133mm) NOTE: A service supply stop must be installed at the fountain inlet :ire. 38-1/2" 978mm 6-1/4" 159mm 3.5'8' 92mm 41-1/2" 1054mm ORIFICE HEIGHT 34.9.' 8-44r r. ORIFICE HEIG! -� 4.1.3" 1-•- 37mm 27 (686mm) i LEGEND: A = 7 8" DIA. (22rnm) HOLE FOR WATER INLET B = 1.3.•4 DIA. (44mm) HOLE FOR WASTE LINE (ELBOW AND TRAP PROVIDED) C = 1/4" (6mm) DIA. HOLES FOR MOUNTING PLA'E TO WALL ADA REQUIREMENT 4 OPERATING PRESSURES: Supply water - 105 psi maximum 2" (51 mm) 5 -1;4' (133mm) 19" 483mm 10" 254mm 1 28- 3/16" 1(716mm) 1 11 I1 II I1 II , II II " " BACK PANEL 3/8" DIA. (20) (10mm) 43 5/8" (1108mm) 25 -7/8" (657mm) 28- 7/16" (722mm) 4 7 -1/4' (184mm) � 5.8 16mm SIDE VIEW FREEZE - RESISTANT BOX 0 12.38' 313mm Printed in the U.S.A. 19- 15/16' 491 mm i v.%-Vl:.ib.::,H;y�i:i�:i f. ti^:e�':t:W.1+LJi1L'i:tJ , u: iTi:l.ei:ur'�YL.YL "�r�r•+.w'� - 1n r'r''u'Li I�I o_0 o_O 00 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT- Input 120V 208V 240V 277V 480V Cr) (T 0 A A C.) Co N N -+ 8888$08888 0000000000 YES YES YES YES — YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES — — YES — - - YES YES YES YES — YES YES YES YES — YES' YES' YES' YES' — — YES* — - - YES" YES YES YES iJ LI r - Ic:ivve r COMMERCIAL ELECTRIC WATER HEATERS DEN & DEL MODELS FEATURES Designed for use as a recovery heater having its own storage tank. Available in upright standard models (DEN) and lowboy models (DEL). GLASS -LINED TANK - Thirteen sizes; 6 thru 119 gallon capacity. Tank interior is coated with glass specially developed by A. O. Smith Ceramic Research for water heater use. Tanks rated 150 psi working pressure; tested at 300 psi. Foam insulation provides maximum energy savings by minimizing radiant standby heat loss. ELEMENTS - Zinc plated copper sheaths for longer life. Medium watt density; means lower surface temperature to minimize scale build -up and more surface to heat water. Element sizes from 1.5 to 6 KW. Maximum input 12 KW (see chart on back). STANDARD VOLTAGES - 120, 277 single phase and .208, 240 and 480V unbalanced three -phase delta; easily converted to single -phase at terminal block (except 208V with 6000 watt elements). Single element heater, single -phase only. TERMINAL BLOCK - Factory installed. Just bring the service to heater and connect to block. Terminal block not supplied on 120V & 277 volt models. CONTROLS - Temperature control (adjustable through a range of 110° to 170 °F) and manual reset high temperature cutoff per element (dual element models). Factory wired for non - simultaneous operation; easily converted to simultaneous element operation (three phase models only). ELEMENT AVAILABILITY CHART NOTE: DEL -6 not available above 2.5 KW. DEL-6 not available in 480V. • Not available in DEL -10, DEL -15 and DEN -30. " A6 non- simultaneous circuit only. Re.•sed February 1999 Meets or exceeds the requirements of ASHRAE 90A -1980 Standard for energy efficiencies. DEN MODELS OTHER STANDARD FEATURES See page C 029.0 for service wiring and fuse selection. DEL MODELS LIMITED WARRANTY OUTLINE If the tank should leak any time during the first three • years, under the terms of the warranty, A. O. Smith will) furnish a replacement heater, installation, labor, handling and local delivery extra. THIS OUTLINE IS NOT A WARRANTY. For complete information, consult the i written warranty or A. O. Smith Water Products Company. • Simplified circuitry, color coded for ease of service • Anode rod for maximum corrosion protection • Cabinet has bonderized undercoat with baked enamel finish • Top inlet and outlet openings • Drain valve • UL approved field conversion program. A 213.0 z w re 2 JU 00 N J rn� 2 u. ( � d w z � 1- O Z ~ O • � O I— w 1- L ..z w = 0 1- z Models Tank Capacity Gallons A B C D Approx. Ship Wt. (Lbs.) •DEL -6 6 151/2 141/4 11 • - - - 35 'DEL -10 10 18 1/4 18 12 12 - - - - 54 'DEL -15 15 26 18 20 1/2 - • - - 58 'DEL -20 20 221/4 213/4 153/8 • - - - 73 "DEN -30 30 34 1/2 20 1/4 - - - - 8 98 `"DEL -30 30 30 7/8 21 3/4 24 1/8 8 100 "DEN -40 40 45 1/8 20 12 - - - - 8 113 "DEL -40 40 32 1/4 23 1/4 25 9/16 8 125 "DEN -52 50 54 7/8 20 1/2 - - - - 8 131 "DEL -50 50 321/4 25114 25118 8 166 **DEN-66 66 60 3/4 21 3/4 - - - - 8 176 "DEN -80 80 59 3/8 24 - - - - 8 211 "DEN -120 119 62 7/16 29 3/8 - - - - 8 326 • Single element - "Dual elements ELECTRIC CHARACTERISTICS AND CAPACITIES Element Wattage Upper/Lower NON- SIMULTANEOUS AND SINGLE ELEMENT OPERATION 40' Recovery @ Temperature 60' Capacities 80' GPH Rise Of 100' 120' Full Load Connected (All Terminals 208V Current In Amperes to Single Phase - L1,L2,8L3) 240V Power 480V 1500 15 10 8 6 5 7.2 6.3 3 2 2000 21 14 10 8 7 9 6 8.3 4 2 2500 26 18 13 10 9 12.0 10.4 5.2 3000/3000 31 20 15 12 10 14.4 12.5 6.3 4000/4000 41 27 20 16 14 19.2 16.7 8 3 4500/4500 46 31 23 18 15 21.6 18.8 9 4 5000/5000 51 34 26 20 17 24.0 20.8 10.4 6000/6000 61 41 31 25 20 _ 28.8 25.0 12.5 SIMULTANEOUS DUAL ELEMENT OPERATION (both elements on when entire tank is cold) Element Wattage Upper/Lower , Recovery 40' @ Temperature 60' Capacities 80' GPH Rise Of 100' 120° Full Load Connected (Terminal 208V Current In Amperes to Three Phase L2/Terminals 240V Power L1 & L3) 480V 3000/3000 61 41 31 24 20 25.0/14.4 21.7/12.5 10 8/6 3 4000/4000 81 54 41 33 27 33.3/19.2 28.9/16.7 14.4/8.3 4500/4500 91 61 45 37 31 37.5/21.6 32.5/18.8 16.2/9.4 5000/5000 102 68 51 41 34 41.6/24.0 36.1/20.8 18.0/10.4 6000/6000 122 81 61 49 41 N/A 43.3/25.0 21.7/12 5 BguirtAXmAacavair. .r'lt7'e?M�vvtt!;:afl� OUTLET A- TERNATEE OUTLET 314' (FEMALE) 3 d• ( FEMALE) NPT NPT 3/4' NPT RELIEF VALVE OPENING ELECTRICAL 1 CONNECTION • INLET 3/4' (FEMALE) NPT OUTLET 3/4' (FEMALE) NPT 4'x4' JUNCTION BOX • DRAIN VALVE -- B FRONT VIEW DEL 610/15/20 3/4' NPT RELIEF VALVE TOP VIEW OPENING DEN/DEL 30/40/50 IIIII ...... 1 3/4'NPT R_EELIEF VALVE OPENING t B BRASS DRAIN VALVE FRONT VIEW DEL 30/40/50 B FRONT VIEW DEN A INLET 3/4' (FEMALE) NPT I A C A A.O. Smith Water Products Co., Inc. On Line www.hotwater,com For Technical Information and Automated Fax Service, Phone: 800.527.1953 ALL DIMENSIONS IN INCHES Recovery capacities at 100 °F rise equal: for non - simultaneous element operation - 4.1 gal. x KW of one element; for simultaneous element operation - 4.1 gal. x 243 KW of both elements. For other rises multiply element KW as previously explained by 410 and divide by temperature rise. Full load current for single phase = total watts + voltage. SUGGESTED SPECIFICATIONS The water heater(s) shall be Dura -Power Model(s).No. as manufactured by A. O. SMITH or an approved equal. Heater(s) shall be rated at KW, volts, phase, 60 cycle AC, and listed by Underwriters' Laboratories. Tank(s) shall be gallon capacity. Heater(s) shall have 150 psi working pressure and be equipped with extruded high density anode rod. All internal surfaces of the heater(s) exposed to water shall be glass -lined with an alkaline borosilicate composition that has been fused to steel by firing at a temperature range of 1600 °F. Electric heating elements shall be medium watt density with zinc plated copper sheath. Each element shall be controlled by an individually mounted thermostat and high temperature cutoff switch. The outer jacket shall be of baked enamel finish and shall be provided with full size control compartment for performance of service and maintenance through hinged front panels and shall enclose the tank with foam insulation. Electrical junction box with heavy duty terminal block shall be provided (except on 120V & 277V [no junction box on DEL -6 thru 20]). The drain valve shall be located in the front for ease of servicing. Heater tank shall have a three year limited warranty as outlined in the written warranty. Fully illustrated instruction manual to be included. A. O. Smith Water Products Company Irving, TX A Division of A. 0. Smith Corporation A. 0. Smith Corporation reserves the right to make product changes or improvements at any time without notice. A 214.0 CA. 0. Smith Corp., 1999 Printed in U.S.A. Z ~ W tY 2 00 CO W N W g a to g 2 W Z � I- O W W W U� O N 0 I— LL! a l I H F � O .. Z W U O Z Table II Design Pressure Factor: DPF Maximum Line Allowable + Pressure Pressure I ` psi Design Pressure Factor (DPF) Water Expansion Factor (Table I) 2. /, S % Operating (Design) Temperature of Water Heater (Tank) Calculate Expanded Water (Gallons" 3. '_ire 1 x Line 2) j 0 X . 0 /S = • 4-S 1.9 1CC' F i 5C 2.3 100 0.0100 1.C 6: 2.9 0.012- 1.2:: 143 F 1 0.0150 1.. CC 5.7 0.0179 1. 3 160 F 4: 1.5 1 °: = 5:, 1.9 125 022 2.= °: CC 2.1 I : 3.1 ` '=° -+- ': 1.5 c: 1.5 150 I CC 1.5 -.. 2.1 C.. 2.= Table I Expansion Factor 2. Water Expansion Factor (Table I) 2. /, S % Operating (Design) Temperature of Water Heater (Tank) Calculate Expanded Water (Gallons" 3. '_ire 1 x Line 2) j 0 X . 0 /S = • 4-S Expansion Factor' (Percentage of Water Volume Increase) 1CC' F 5. 0.0062 0.64: 120 F Se'ect Therm-X-7 Model (pg. 12 & - .3 ! e. 5 5 0.0100 1.C 130 = 5. 0.012- 1.2:: 143 F 1 0.0150 1.. 153 F 6 0.0179 1. 3 160 F 0.0209 2.::: 1 °: = 0.02 -2 2.=:: 180 F 022 2.= °: Critical Sizing AMTROL Therm -X -Trol 1. Total Water Heater Volume (Gallons) 1. 3 0 2. Water Expansion Factor (Table I) 2. /, S % 3. Calculate Expanded Water (Gallons" 3. '_ire 1 x Line 2) j 0 X . 0 /S = • 4-S -. Design Pressure Factor (Table II) /SpF 4 40psi`' . /, S 5. Therm -X -Trol Vclun.le Required (Ga:'c'-s. 5. !re3xL;ne -) .45 /.5i r 6 6. Se'ect Therm-X-7 Model (pg. 12 & - .3 ! e. 5 5 Critical Sizing AMTROL Therm -X -Trol: Example 1. Total Water Heater Volume (Gallons' 1. 240 2. 'Rater Expans+_ Factor (Tablet) 2. 0.C179 3. Calculate Expanced Water (Gallons Lire . r. Lre 2) _ 2-3 x .017 ;; 3. 4.3 2 .. -. esig ; Pressure :actor (Ti aze in - 2 i 5. Term -X -Trot Vcf..ne Required (Ga :nsi iL -'r L.;.e iii '= - 5 5 9.0 6. Select Therm- X•7•3l Mode: (pgs. 12 s 13) 6 ST -25V or STJ0V -C ' Ease F. For ccndi :;crs not sho•..n in table. use equation: Max. Allow. Pressure + 14.7 DPF = Max. Allow. Pressure - Line Pressure Sizing Procedure For Special Applications The procedure for sizing the Therm -X -Trol for any application depends on four (4) vial pieces of information: 1. .ASMMIE or non -ASMME requirement. 2. Calculated thermally expanded water volume. 3. Minimum water pressure experienced at the tank location. 4. Maximum water pressure allowable at the tank location. The tank required for any application can be sized with the following equation: Tv Design Pressure Factor X expanded water Where Tv is the total Therm- X -Trol volume required in gallons. Example: A 240 gallon wafer heater with a 150'F aquastat setting is installed with a 125 psi ncaxinnnn yressure requirement. For a static suppi i line pressure of 60 psi, what Therm- X -Trol model is required for critical protection? Not: The Therm- X -Tr,•: air prit.t.ure bht ;: 'or equal to :vatic line pressure. I IN—SINK- ERATOR® MODEL H-770 Hot Water �^ � Dispenser Submittal Sheet • 1 -year full warranty on parts and labor. • System provides up to 60 cups of 190' F. water per hour. • Chrome - plated faucet completely insulated from 190' water. • Die - molded, high efficiency, expanded polystyrene thermal barrier surrounds tank for low heat loss. • Adjustable thermostat, convenient drain, thermally fused to prevent tank damage from dry start -up or loss of water. • Tank is always open to atmospheric pressure and requires no relief valves. FITS STANDARD SIZE SINK OPENING, OR DRILL 11/4" HOLE ATTACHED ELECTRICAL CORD AND PLUG 3 WATER LINES — 6' /s" — 4'/2" - 1 TAP 4' /8" VALVE ASSEMBLY WATER INLET TUBE ' GAL. TANK TEMPERATURE ASSEMBLY ADJUSTMENT-, — 11' %2" 6' /i s" 16" MAXIMUM Sample Specifications Hot Water Dispenser(s) shall be In- Sink - Erator Model H -770. 1 / 2 - gallon capacity insulated tank with drain plug, chrome - plated faucet, instant self - closing valve, adjustable thermostat, 1 -year full warranty on parts and labor.' 'Complete I -S -E warranty and all parts covered is included in the Care and Use Booklet, packed with each unit, Job Specifications Specifications SP Capacity Y gallon, up to 60 cups of 190 °F. water per hour. Electrical 750 watts, 6.5 amps, 115 volts A.C. U.L. listed — 3 -wire cord and 3 -prong plug provided. (230 volt export model available — specify Model H- 773). Thermostat Snap- action, adjustable from 140 °F. to 200 ° F. (factory pre -set at 190'F.) Insulation. Meets U.L. 94HF -1 flammability specification Valve Instant. self - closing. Shipping wt. 9 lbs. MODEL H -770 Hot Water Dispenser 1 cflA RETAINING RING SCREWS I _ TANK ASSEMBLY CAP LOGO "C" RETAINER ---- SPRING RETAINER KNOB BUSHING VALVE GUIDE "O" RING -� SPRING VALVE STEM fl DISC, VALVE l / WASHER GASKET DRAIN PLUG NUT THERMOSTAT IN•SINK•ERATOR DIVISION EMERSON ELECTRIC CO. IN- SINK- ERATORD 4700 21st STREET, RACINE, WIS. 53406 ■...- HOT WATER SUPPLY TUBE ASSEMBLY "0" RING ---p AERATOR ASSEMBLY SLEEVE BALL PLUG & CORD BODY VALVE BASE AND TUBE ASSEMBLY NUT, COMPRESSION VALVE ASSEMBLY CASE ASSEMBLY BUSHING GROUND SCREW THERMAL FUSE NUT - 4`• HOT WATER TANK ASSEMBLY CAP, BODY TUBE, VENT CLAMP IP BASE PLATE SCREWS (3) GASKET PLATE, UP O SUPPORT SCREW NAMEPLATE COVER SCREW INSULATION Printed in U.S.A. Form No. HWD 124.87M -13 Z r 6 UO • 0. W H WO LL Q co I • W = W 0 W U � 0 D 1- W W O lii z. 0 z Model GN Housing Outlet Inlet Collar Approx. Ship -Wt. Lbs. L W H A B K 220, 240 12 -3/8 9 -3/4 9 -3/4 8 6 12 -5/16 9 -11/16 22 320, 340 12 -3/8 10-3/4 10 -3/4 8 6 12 -5/16 10 -11/16 25 420 17 11 -7/8 11 -7/8 8 6 16 -15/16 11 -15/16 30 520 17 11 -7/8 11 -7/8 8 6 16 -15/16 11 -15/16 32 620, 640 17 11 -7/8 11 -7/8 10 -1/2 4 -3/4 16 -15/16 11 -15/16 35 r 720, 740 17 11 -7/8 11 -7/8 10-1/2 4 -3/4 16 -15/16 11-15/16 36 820, 840, 860 27 14 -11/16 14 -11/16 20 6 27 14 -1/2 74 920, 940, 960 31 14 -11/16 14 -11/16 24 -1/4 6 31 14 -1/2 86 GN 220 -960 Specification and Dimension Data GN 820 -960, inline Fans GN 220 -740 Loren Cook Company certifies that the Gemini GN 220 -960 are licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311, and comply with requirements of the AMCA Certified Ratings Program. Type Gemini GN 220 -960 are furnished standard with UL 705 listing (Power Ventilator/ZACT). Type Gemini GN 220 -960 are furnished standard with cUL 705 listing (Power Ventilator/ ZACT). Description - Fan shall be a duct mounted, direct driven, centrifugal inline fan. Certifications - Fan shall be listed by Underwriters Laboratories (UL 705) and UL listed for Canada (cUL 705). Fan shall bear the AMCA certified ratings seal for sound and air performance. Construction - The fan housing shall be minimum 20 gauge galvanized steel and acoustically insu- lated. Blower and motor assembly shall be mounted to a minimum 14 gauge reinforcing chan- nel and shall be easily removable from the housing. Motor shall be mounted on rubber -in -shear vibration isolators. Unit shall be supplied with inte- gral wiring box and receptacle. The outlet duct collar shall include a reinforced aluminum damper with continuous aluminum hinge rod and brass bushings. An inlet duct collar shall be provided to accommodate a slip -fit duct connection. Unit shall be shipped in ISTA certified transit tested packaging. Wheel - Wheel shall be centrifugal forward curved type, constructed of galvanized steel. Wheel shall be balanced in accordance with AMCA standard 204 -96, balance quality and vibration lev- els for fans. Motor - Motor shall be open drip proof type with permanently lubricated sealed bearings and built - in thermal overload protection. Motor shall be furnished at the specified voltage and phase. Product - Fan shall be model Gemini GN 220 -960 as manufactured by Loren Cook Company of Springfield, Missouri. A J L GN 220 -960 Dimension Data All dimensions in inches. B 10 rF-Air Flow I 7 Air Flow r0 j Double blower unit is shown L K H , , • • • Model GN Max RPM Watts/BH 0.0 SP 0.100 SP 0.125 SP 0.250 SP 0.375 SP 0.500 SP 0.625 SP 0.750 SP 0.875 SP CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones GN -120 35 1200 88 1.5 75 1.6 72 1.6 50 1.8 GN -140 70 1500 106 1.2 106 1.4 106 1.5 105 1.7 105 2.1 101 2.4 77 2.5 GN -160 120 1500 161 2.2 161 2.4 161 2.5 160 3.0 160 3.1 158 3.4 143 3.6 113 3.9 GN -180 185 1500 246 3.2 232 3.4 230 3.4 227 3.6 226 3.8 217 3.8 205 3.8 188 3.8 168 3.9 GN-220 40 11050 120 .8 108 .8 105 .8 83 1.1 GN-240 67 1260 160 1.6 140 1.4 135 1.3 111 1.4 GN -320 77 1360 212 2.3 199 2.1 197 2.1 188 2.0 167 2.3 GN -340 137 1625 266 3.6 242 3.3 237 3.2 220 2.8 194 2.4 GN -420 172 1075 327 2.8 300 2.0 294 1.9 264 1.4 236 1.2 206 1.2 GN -520 171 1200 362 3.7 353 3.5 351 3.4 341 3.2 328 2.9 312 2.6 292 2.4 264 2.3 GN -620 245 950 459 1.7 432 1.5 429 1.4 417 1.2 395 1.2 333 1.3 GN -640 350 1000 526 1.8 503 1.6 496 1.6 459 1.4 416 1.3 335 1.4 222 1.7 GN -720 323 1325 717 3.6 697 3.5 692 3.6 668 3.5 642 3.3 609 3.0 565 2.9 505 2.8 411 2.7 GN -740 398 1600 873 5.4 842 5.2 834 5.1 794 4.9 751 4.6 703 4.2 648 3.8 589 3.4 503 3.1 GN -820 299/.165 700 982 2.2 942 2.2 935 2.3 908 2.6 875 3.2 810 3.7 707 4.3 GN -840 387/.225 870 1224 3.9 1185 3.7 1173 3.7 1105 3.8 1025 3.8 944 4.2 836 4.6 GN -860 473/.351 1050 1509 5.7 1439 5.5 1420 5.4 1313 5.0 1198 4.9 1083 4.7 972 5.0 GN -920 455/.285 900 1493 4.1 1426 3.9 1415 4.0 1375 4.2 1331 4.6 1245 5.0 1078 5.3 GN -940 520/.379 1000 1679 5.3 1602 5.2 1586 5.2 1514 5.1 1439 5.2 1338 5.4 1171 5.6 GN -960 600/.504 1105 1875 6.5 1763 6.2 1739 6.1 1639 5.9 1548 5.6 1439 5.7 1277 5.8 GN 120 - 960 Performance shown is or insta lation type D: ducted inlet, ducted outle . Performance ratings for GN -120 through GN- 80 include the effects o inlet dud and outlet duct in the airstream. Performance ratings for GN -220 through GN -960 inc ude the effects of inlet duct, outlet duct, and backdratt damper in the airstream. Speed (RPM) shown is nominal. Performance is based on actua speed of test. The sound ratings shown are loudness values in an sones at 5 ft. (1.5 m in a hemispherical free field calculated per AMCA Stan- dard 301. Values shown are for installation type D: ducted inlet, ducted outlet. Ratings do not include the effect of duct end correction. Ratings are based on insulated inlet duct. GN 120 -180 Performance Data Gemini Inline Fans GN 220 -740 GN 820 -960 Gemini Inline Fans Performance Curves GN 120 -180! 1.50 1.35 1.20 1.05 0.90 2 N 0.75 0.60 u 0.45 N 0.30 0.15 0 0 GN 520 1.25 1.12 3 1.00 0.88 0.75 3 0.62 Vl 40.50 O 0.38 0.25 0.12 0 0 74, GN 920 -960 1.00 0.90 3 0.80 0.70 4. 0.60 • 0.50 U, d 0.40 a • 0.30 A 0.20 0.10 0 0 60 20 180 240 300 Flow (CFM) 150 225 Flow (CFM) 300 375 2 380 760 1140 1520 1990 Flow (CFM) GN 220 - 240 0.50 0.45 C7 0.40 0.35 E 0.30 a, y 0.25 0.20 u 0.15 in 0.10 0.05 0 0 GN 620 - 640 1.00 0.90 C7 0.80 0.70 0.60 'e 0.50 0.40 u 0.30 in 0.20 0.10 0 0 1 0 35 70 105 140 175 Flow (CFM) G� 4' N n O 220 330 Flow (CFM) d N W ` . m 440 550 • GN 320 -340 1.00 0.90 0.80 0.70 0.60 d 0.50 a 0.40 u 0.30 0.20 0.10 0 0 55 1 0 165 �----- Eow (CFM) 12 w s GN 720 - 740 1.50 1.35 1.20 1.05 0.90 0.75 0.60 0.45 0.30 220 275 0 2 � C2 ' D f1 GN 420 1.00 0.90 0 0.80 0.70 0.60 • 0.50 0.40 • 0.30 g 0.20 0.10 0 0 GN 820 - 860 \ 1.00 0.90 0.80 x'0.70 o'.so m t N 0.50 m Q a c,`0.30 • '0.20 0.15 ' \ 0.10 0 180 360 540 720 ,9 \ \ \ 00 -" 0 Flow (CFM) N 70 140 2 0 280 350 Flow (CFM) TICINO Mal 3 0 620 930 1240 1550 Flow (CFM) Unit Size Approx. Ship -Wt. Lbs. 120 13 140 15 .160 15 180 16 Grille Material A B Plastic 13 -1/4 14 -3/4 Steel 13 -1/2 15 -1/2 Aluminum 12 -3/4 14 -3/4 GC 120 -180 Specifications and Dimension Data Ceiling Fans Loren Cook Company certifies that the Gemini GC 120 - 180 are licensed to bear the AMCA Seal. The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311, and comply with requirements of the AMCA Certified Ratings Program. Type Gemini GC 120. 180 are furnished standard with UL 705 listing (Power Ventilator /ZACT). Type Gemini GC 120 - 180 are furnished standard with cUL 705 listing (Power Ventilator/ZACT). Description - Fan shall be ceiling mounted, direct driven, centrifugal exhaust fan. Certifications - Fan shall be listed by Underwriters Laboratories (UL 705) and UL listed for Canada (cUL 705). Fan shall bear the AMCA certified ratings seal for sound and air performance. Construction - The fan wheel housing and integral outlet duct collar shall be injection molded fro specially engineered resin exceeding UL requirements for smoke and heat generation. The outlet duct shall have provision for an aluminum backdraft damper with continuous aluminum hinge rod. The inlet box shall be minimum 22 gauge galvanized steel. Motor shall be isolation mounted to a one piece galvanized stamped steel integral motor mount/ inlet. A field wiring compartment with receptacle shall be standard. To accommodate different ceiling thickness, an adjustable prepunched mounting bracket shall be provided. A white, high impact styrene injection molded grille shall be provided as standard. Unit shall be designed with provision for field conversion from ceiling to inline. Unit shall be shipped in ISTA certified transit tested packaging. Wheel - Wheel shall be centrifugal forward curved type, injection molded of polypropylene resin. Wheel shall be balanced in accordance with AMCA standard 204 -96, balance quality and vibra- tion levels for fans. Motor - Motor shall be open drip proof type with permanently lubricated sealed bearings and include impedance or thermal overload protection. Motor shall be furnished at the specified voltage and phase. Product - Fan shall be model Gemini GC 120 -180 as manufactured by Loren Cook Company of Springfield, Missouri. GC 120 -180 Dimension Data All dimensions in inches. 4 t∎ —12 3/4" Grille • I Model GC Max. Watts/ BHP RPM 0.0 SP .100 SP .125 SP .250 SP .375 SP .500 SP .625 SP .750 SP .875 SP CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones CFM Sones GC -120 35 1200 93 1.6 77 1.7 74 1.7 50 2.2 GC -140 70 1500 110 1.9 110 2.3 109 2.4 109 3.0 109 3.6 109 4.3 90 4.9 52 5.6 GC -160 113 1500 156 3.3 163 3.9 164 4.0 171 5.0 171 5.1 165 5.3 153 5.5 123 5.6 GC•180 192 1500 251 5.0 249 5.4 248 5.5 244 6.0 240 6.5 235 6.6 222 6.6 205 6.6 185 6.9 GC-220 41 1050 120 1.2 107 1.2 104 1.1 74 1.3 GC-240 65 1200 147 2.2 130 1.9 127 1.9 100 1.5 GC -320 77 1365 213 3.4 201 3.3 198 3.3 184 3.5 165 3.8 GC -340 135 1610 257 4.9 236 4.5 232 4.4 212 4.3 188 4.1 GC -420 170 1145 327 5.3 294 4.2 287 4.0 260 3.4 237 2.9 204 2.7 GC -520 172 1205 356 5.9 346 5.7 344 5.7 332 5.5 318 5.0 300 4.6 280 4.3 253 4.0 GC -620 233 960 451 3.7 433 3.3 429 3.3 , 400 3.3 359 3.3 296 3.6 GC -640 351 1075 559 4.6 516 4.3 509 4.3 480 4.1 424 3.9 347 3.8 244 4.1 GC -720 301 1375 709 6.7 690 6.5 684 6.5 654 6.5 618 6.4 578 6.2 536 5.9 480 5.7 385 5.4 GC -740 374 1625 852 8.6 826 8.3 818 8.3 776 7.9 726 7.5 672 7.0 615 6.3 552 5.6 463 5.0 GC -820 287/.162 780 972 5.4 930 5.4 923 5.4 891 5.9 853 6.4 782 7.2 680 8.0 GC -840 373/.224 900 1188 7.0 1141 7.1 1129 7.1 1066 7.1 995 7.5 909 7.7 795 8.3 GC -860 430/.333 1070 1395 9.2 1316 8.6 1297 8.8 1205 8.3 1115 8.0 1023 7.8 904 8.1 718 8.4 GC -920 430/.282 925 1471 7.6 1407 7.3 1395 7.3 1348 7.5 1293 7.7 1191 8.0 1019 8.4 00-940 494/.383 1040 1653 9.1 1571 8.8 1554 8.7 1483 8.6 1406 8.4 1291 8.6 1100 8.7 GC -960 564/.476 1112 1807 10.2 1716 9.7 1694 9.6 1589 9.1 1495 8.7 1385 8.6 1197 8.5 GC 1000 .56 1100 - - 2231 7.8 2208 7.8 2089 7.6 1957 7.1 1797 6.7 1566 6.6 1088 6.5 .51 '1000 - - 2145 6.6 2121 6.6 1997 6.2 1856 5.8 1671 5.6 1404 5.5 .37 '900 - - 1910 5.5 1884 5.4 1740 5.0 , 1563 4.6 1283 4.5 .26 '800 - - 1673 4.3 1642 4.3 1470 3.7 1200 3.5 / GC -2000 1.14 1140 - - 3471 9.4 3441 9.4 3282 9.3 3105 9.3 2929 8.7 2734 8.6 2494 8.4 2158 8.2 .82 '1000 - - 3081 8.6 3046 8.6 2861 8.5 2663 8.2 2448 7.9 2170 7.8 1358 7.6 .59 '900 - - 2744 7.1 2705 7.1 2489 6.9 2267 6.6 1969 6.4 1179 6.2 .44 '800 - - 2402 5.7 2356 5.7 2111 5.4 1809., 5.1 1031 4.9 GC 120 -960 Performance shown is for insta lation Type B: free inlet, ducted outlet. Performance rat ngs for GC -120 through GC -180 include the effects of Inlet grille in the airstream. Perlor mance ratings for GC -220 through GC -2000 include the effects of inlet grille and backdraft damper in the airst earn. Speed (RPM) shown is nominal. Performance is based on actual speed of the test. The sound ratings shown are loudness values in fan sones at 5 ft. (1.5 m) in a hemispherical free field calculated per AMCA Standard 301. Values shown are for installation Type B: free inlet fan sone levels. Certified rating seal for sound performance does no apply to the Gemini GC -1000 or GC -2000. 'GC 1000 and GC 2000 RPM shown with optional FSC. GC 120 -180 Performance Data Gemini Ceiling Fans 7 GC 820 -960 GC 1000 -2000 ,em i i i•r g ails Performance ,. - 120 -180 ' 1.50 1.35 1.2 0 ` 2 3 1.05 1 1 0.90 • F, 0.75 d 0.60 u 0.45 � 0.30 ,..0 'b•. 60_ 120 180" 240 ' �FIQw FM) GC 520 1.25 1.12 1.00 0.88 0.75 0.62 0.50 0.38 0.25 0.12 0 GC 920 -960 1.00 0.90 U 0.80 • 0.70 0.60 N 0.50 • 0.40 u 0.30 N 0.20 0.10 0 0 0 75 150 225 300 375 - Flow (CFM) 370 740 1110 1480 1850 Flow (CFM) GC 220 - 240 0.50 b.45 6 0b0 0165 - 30 H 0.25 d 10.20 o 1 0.15 0.10 0.05 0 0 GC 1000 1.00 0.90 U 0.80 • 0.70 0.60 y • 0.50 0.40 u 0.30 n ' 0.20 0.10 0 30 GC 620 - 640 1.00 0.90 U 0.80 • 0.70 0.60 d 0.50 aa' 0.40 u 0.30 0.20 0.10 0 0 60 90 Flow (CFM) 120 150 120 240 360 Flow (CFM) 480 600 8 00 470 940 1410 1880 2350 Flow (CFM) Curves GC 320 -340 1.00 0.90 • 0.80 0.70 • 0.60 m 0.50 d 0.40 a. 0.30 i 0.20 0.10 0 0 55 GC 720 - 740 1.25 1.12 0 1.00 0.88 0.75 a) ' 3 0.62 FL] 0.50 a. o 0.38 c 0.25 0.12 0 0 8 GC 2000 1.50 1.35 1.20 1.05 0.90 0.75 0.60 0.45 0.30 0.15 0 1 0 165 Flow (CFM) Flow (CFM) 220 275 C) v 180 360 540 720 900 NEMIZIMMIN - -_"" 0 720 1440 2160 2880 3600 Flow (CFM) GC 420 1.00 0.90 • 0.80 0.70 0.60 cu N 0.50 a' 0.40 u 0.30 y 0.20 0.10 0 GC 820 - 860 1.00 0.90 C7 0.80 0.70 0.60 d N 0.50 0.40 c 0.30 0.20 0.10 0 0 280 70 140 210 280 350 Flow (CFM) 1, 560 840 1120 1400 Flow (CFM) • Fan Submittal Fki4 Ire k DU3OH 53 lbs High Speed Direct Drive Centrifugal Upblast Exhaust Fan with speed control, dsconnect switch and 11 -3/4" Wheel Motor 0.25 HP • 1 Phs • 115 V • 60 Hz • ODP (Open Drip Proof) Performance Volume: 0 cfm RPM: 0 TS: SP: 0" w.g. BHP: 0 24.75 26/22/20/12 7 12 16 25.5 1-- 12.125A 15.125 16 21 i 1.5 - '�� •� j. DUCTWORK TO FAN 19 19 4 A ROOF OPENING 3026 deg PITCHED CURBS ARE AVAILABLE 16 EXAMPLE: 7:12 PITCH = 30.26 deg SLOPE - r CURB All dimensions nominal and in inches. Rated for restaurant and general ventilation applications. Curb for restaurant applications to be 22" high and vented. Do not use backdraft damper on kitchen applications. Construction Features Housing constructed of heavy gauge aluminum • Centrifugal backward inclined, non - overloading wheel • Weatherproof safety disconnect switch • Grease spout welded to housing • Vibration isolators • Continuous duty, thermal protected, permanently lubricated, direct drive motor • Forces fresh air through motor to ensure long motor life • Speed control • Corrosion resistent fastners • Thermal overload protection • High heat operation (400 °F) • Rated for restaurant and general ventilation applications • Grease classification tested 18.5 30.25 \-3 in FLASHING Page 1 of 1 Page 1 of 2 LISTED 705,762 http: / /www. floaire .com. /catalog/FanSubmittal. asp? nJobfansid= 0 &nFanunitid= 1659 &nManflaF 2/7/2003 2 z re 2 00 ND W = to W0 u_ ? . N d I— ill Z1.- Z I W U � O fn; D1-- W , W • 0 W z: CO 0~ Z Static Pressure in Inches W.G. 0.000 0.125 0.250 0.375 0.500 0,625 0.750 0.875 1.000 RPM TS CFM /BHP CFM /BHP CFM /BHP CFM /BHP CFM /BHP CFM /BHP CFM /BHP CFM /BHP CFM /BHP 1000 3076 751 / 0.06 692 / 0.06 583 / 0.06 442 / 0.06 1100 3384 826 / 0.08 780 / 0.08 687 / 0.08 571/0.08 1200 3691 901/0.11 867/0.11 784/0.11 687 /0.11 570 /0.11 _ 1300 3999 976 /0.13 951/0.13 876 /0.13 793/0.13 697/0.13 83 / 0.13 583/0.13 140043071051/0.171035 / 0.17 966 /0.17 894/0.17 809 /0.17 712/0.17606/0.17 1500 4614 1126 /0.21 1119/0.21 1055/0.21 988/0.21 915/0.21 833/0.21 737/0.21 638/0.21 _ 1600 4922 / 0.25 1201 / 0.25 1143 / 0.25 1080 / 0.25 1016 / 0.25 / 0.25 864 / 0.25771 / 0.25 677 / 0.25 LUJV " 'rertortitatice i awe 4 DU3OH Performance Table Par 1 of 2 http:/ /www.floaire.com/CATALOGCONTENT/ FANS /EXI-I_DU /PERFORMANCE /DU3OI-ITAIILE.ASP ?Model= DU30I 2/7/2003 D: • = Z � F- o: Z LLI o, 'U : 0 - . off i WW. : I l W Z' •O r~, 1Jo..iw - C11U1111iatee I.urve Pam �2 of 2 1.000 LS 0.750 W CC 1� w CG CI ' 0.500 1— CA J 0.250 X W 0.000 400 500 600 700 800 900 1000 1100 1200 CFM 1300 http:/ /www.floaire.com/CATALOGCONTENT/ FANS /EXH_DU/ PERFORMANCE /DU3OH.ASP ?Model =DU3OH 2/7/2003 1500 RPM 1600 RPM 1200 RPM 130 RPM . 1400 RPM 1000 1100 RPM RPM 0.25 HP 1Jo..iw - C11U1111iatee I.urve Pam �2 of 2 1.000 LS 0.750 W CC 1� w CG CI ' 0.500 1— CA J 0.250 X W 0.000 400 500 600 700 800 900 1000 1100 1200 CFM 1300 http:/ /www.floaire.com/CATALOGCONTENT/ FANS /EXH_DU/ PERFORMANCE /DU3OH.ASP ?Model =DU3OH 2/7/2003 i' econ-air, inc. 4 Back View - Model EX STEEL HANGING ANGLE (TYPICAL) 78" AFF STANDARD HANGING HEIGHT • BACK TO EX PAGE If http://www.econair.corrilcat/ex/exSEC.htm SECTION VIEW: MODEL EX '��:: L) EXHAUST RISER — HEIGHT 4" (OPTIONAL UL LISTED DAMPER ASSEMBLY— 100W UL INCANDESCENT HEIGHT 8 ") / LIGHTS WITH J —BOXES GREASE DRAIN WITH REMOVABLE CUP 42- Page toll 1/27/03 09:16 2063630653 INI1 AIR 'SY5 F'AGt bb • M J , END PANELS: Should be used to maximize hood performance and eliminate the effects of cross drafts in kitche.n...units constructed of stainless steel and sized according to hood width and cooking equipment. Exposed edges hemmed for safety and rigidity. EXHAUST FIRE DAMPER: UL Listed...installed in exhaust collar...activated by a UL Listed, 212 °F, 10 -lb. minimum rated fusible link. ROOF TOP PACKAGE: Combination UL Listed exhaust /supply air unit with factory prewired and mounted motors, UL Listed trunkline and curb vented on exhaust side. Various models perform up to 1 CFM exhaust and up to 3 inches static pressure ...weatherproofed...galvanized construction... washable mesh filters...exhaust /supply air fans share common roof pennetration...internal wiring drops directly through curb, requiring no pitch pockets...exhaust outlets /air intakes spaced to conform to code regulations...automatic reset /thermal overload protection on all single phase motors and on three phase motors if pre -wire assembly is included in package...standard single -point power connections...UL 705, 762 Listed exhaust fans rated for high grease applications...optional backdraft dampers. SEPARATE FANS: UL Listed single exhaust fans and supply -air fans and curbs available...same features, construction methods and performance ratings as roof top package above. HEATED MAKE -UP AIR: UL Listed direct fired gas heated make -up air unit manufactured by econ- air...LL Listed for natural gas and propane...design integrates the blower and burner into a single package... heavy duty, weather resistant, galvanized steel construction...units available in Roof Top Package or as a stand alone heated make -up air module...several models available to meet almost any performance rating specification. _.con -air. inc. reserves the right to modify the design, materials. and/or specifications as a result of code requirements or product enhancements )sulting from the Company's ongoi orix6pd dsepmcnt. Return to Catalog Menu econ -air, inc. http://www.econair.corn/ more info email: econhome @econair.com webpage comments:econweb @ econair.com . Exhaust: Based on 1600 FPM Supply: Based on 800 to 1200 FPM GENERAL SPECIFICATIONS lIVL HIM JTJ MIII- IJ Page 3of4 • Available in wall type or two piece back to back island form. Fabricated of Type 430 stainless steel, #3 or #4 polish, on all exposed surfaces. steel available. • Double -wall, insulated front increases rigidity and reduces condensation. • Fitted with UL Classified, aluminum filters, removable for cleaning. Optional stainless steel and UL Listed high velocity cartridge filters available. (Model ECX) . Grease drain system (1/8" per foot minimum slope) with removable pint cup for easy cleaning. • Pre - punched hanging angles on each end of hood. Additional set provided for hoods longer than 12'. • Optional integral 3" air space provided to meet NFPA 96 clearance requirements against limited combustible wall; optional insulated NFPA 96 approved air space available for combustible walls. • Fitted with UL Listed, pre - wired, incandescent light fixtures and plastic- coated glass globes to hold up to a standard 100 watt bulb. Recessed incandescent and recessed fluorescent lights optional. • A built -in wiring chase provided for optimal positioning of electrical controls and outlets on the front face of the hood without penetrating capture area or requiring external chaseway. • Optional UL Listed exhaust fire damper (Model EX -D). • Model EX is UL Listed for 400 °F, 600 °F and 700 °F cooking surfaces (File MI1 14653 without exhaust damper; File Mil 14654 with exhaust damper), NSF Listed and built in accordance with NFPA Standard 96. Recognized by ICBO and BOCA. ?PTIO FEATURES UTILITY CABINET: UL Listed for integral side mount on the econ -air ventilation hood...fabricated of same material as hood...the cabinet houses factory pre -piped UL Listed fire suppression system* and UL Listed, pre - wired electrical controls...pre -wire package* contains light switches, lighted fan control switches and internal factory wiring and components (starters, relays, etc.) to reduce field wiring requirements. UL tests confirm temperatures do not exceed 120F inside the cabinet during fire condition. (120F is the maximum allowed storage temperature for the UL Listed fire suppression system and the UL Listed Industrial control panel.) ("Dimensional restrictions may apply) BACK SUPPLY PLENUM: Provides make -up air for the kitchen, discharged below cooking equipment-welded—stainless steel exposed surfaces...unexposed surfaces made of aluminized metal—shipped separately, requiring field connection...insulated to prevent condensation...perforated diffuser plates for even air distribution. Provides required clearance from limited combustibles per NFPA 96 Standards. REMOVABLE UL LISTED HIGH - VELOCITY CARTRIDGE FILTER: Constructed of stainless steel...uses centrifugal force to remove grease and other particulates...National Institute of Standards and Technology methodology used by an independent agency to evaluate performance...tests indicate 95 percent extraction efficiency. ENCLOSURE PANELS: Constructed of stainless steel...mounting channel factory - welded to hood for . field installation of panels over 11" high—under 11 ", factory - welded and integrally installed into hood front ends...sized to extend from hood top to ceiling, enclosing pipe and hanging parts. http : / /www.econair.com/catlex/ex.htm 1/27/03 Hood Model :_ Type Max. Avg. Cooking Sur'aceTemperafiire (°F)-- Cooking Surfaces Min. E CFM/ft. Max. Supply CFM/Ft. -- via Optional Back - Supply Plenum X,EX it 700 °F - Mesquite Grills,Charcoal Charbroilers,Gas Conveyor (Wall Hood) Charbroilers 250 200 (80 %) (2 piece island back to back 700°F - Mesquite Grills,Chare l Charbroilers,Gas Conveyor CX,EX -D wall hoods) Charbroilers 500 400 (80 %) 600 °F - Gas Charbroilers,Electric ?X,EX -D (Wall Hood) Charbroilers 200 160 (80 %) (2 piece is an • back to back 600 °F - Gas Charbroilers,Electric �X,EX -D wall hoods) Charbroilers 400 320 (80 %) ?,X,EX -D (Wall Hood) 450°F - Ovens, Steamers,1(ettles, Open - Burner Ranges,Griddles, Fryers 150 135 (90 %) :X,EX -D (2 piece island back to back wall hoods) 450 °F - Ovens, Steamers,Kettles, Open - Burner Ranges,Griddles, Fryers 300 270 (90 %) r: Model EX TI� system. Other options include UL Listed exhaust damper, UL Listed exhaust /supply air fans in a "combination" Roof Top Package or sold separately, and UL Listed direct -fired heated make -up air units. Fire suppression s ystems include final hookup and inspection. APPLICATION: Exhaust only, low CFM ventilation hood is UL Listed for use over 450 °F, 600 °F, and 700 °F cooking surface temperatures. An optional rear plenum provides up to 90% make -up air. DESIGN FEATURES & ADVANTAGES . Superior exhaust flow rates (Example: A 4' Hood can perform at 600CFM) ▪ UL Listed for use over 450 °F, 600 °F and 700°F cooking surface temperatures, providing flexibility in designing kitchen ventilation systems. UL Listed to Canadian safety standards, NSF Listed and built in accordance with NFPA 96. Recognized by ICBO and BOCA . . Front design prohibits condensation and directs grease -laden vapors toward the exhaust filter bank. Polished stainless steel on the interior and exterior of the front enhance aesthetics. . Up to 90% make -up air supplied through optional rear plenum. . Sturdy stainless steel construction with double wall, insulated front panel. . Factory pre -wired lighting to illuminate cooking surface. . Aluminum filters with optional stainless steel or high velocity cartridge filters (Model ECX). . Optional integral 3" air space provided to meet NFPA 96 clearance requirements against a limited combustible wall; optional insulated, NFPA 96 approved air space available for combustible walls. • Optional UL Listed light and fan control switches flush mounted and pre -wired through electrical chaseway. . Optional UL Listed exhaust fire damper (Model EX -D) ?ERFORMANCE DATA .I11) HIM JTJ tt'AUL 03 Page 2 of 4 :p://vo.vw.econair.com/cat/ex/ex.htm 1/27/03 prr .nodes trX Page 1 of 4 6111 econ-air, inc. Exhaust Only Hood p://www.econair.com/cat/ex/ex.htm MODEL EX a . ADDITIONAL INFO LINKS SECTION VIEW: MODEL EX -B HOODS SECTION VIEW: MODEL EX SECTION VIEW: MODEL EX BACK TO BACK HOODS m•air, Inc. [turves the right to modify the design. 'materials, and /or specifications as n reuit of code requirements or product enhancements resulting from the Company's wing research and development• son - air, inc. offers a FULLY INTEGRATED PACKAGE, pre- engineered for OPTIMUM PERFORMANCE. ae "package" consists of the hood and options to include an integral UL Listed utility cabinet (as pictured), ntaining factory pre - wired, UL Listed electrical controls and a factory pre -piped UL Listed fire suppression 1/27/03 7 DEPARTMENTS: Building bMs Public Works ❑ Complete [r Documents /routing slIp.doc 2.28.02 PERMIT COORD CO y ,I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M03 -036 DATE: 03 -05 -03 PROJECT NAME: FOSTER H.S. STADIUM RENOVATION SITE ADDRESS: 4242 SOUTH 144 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued 610 AtOb Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 03 -06 -03 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 [`] Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -03 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 12 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: (154I11) lgpm DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 MJTAKI*123CA 09/26/2003 EFFECTIVE, DATE 02/01/1988 M J TAKISAKI INC 1314 S WELLER ST SEATTLE WA 98144-2051 11■■••■■•■•■•■•■•-■•■ Ihlaell And Display (*el • • RECE1VIED '1.1uu lAWb/AKI INC. -----•----- .... ....... - 0 a ' U - e� ChAM4 l tK FENS 0 0 z U In 0 0 UG- P 1® - i Z -J w 0) w 2 I SITE PLAN i (j SCALE: 1" • 20' -0" RED GRAVEL TRACK WA TER ri • -0_ r FILE COPY understand that th :: Giar Check approvals are subject to errors and om ss,ons and approval cf plans does not at.thorize the v;oiat n of any adopted cede or ordinance. Receipt cf con- ao:or's copy cf approved plans acknowledged. �SEP RATE PERMIT REQUIRED FOR: C' CHA CAL - ECT R1CAL UMBING [�!� AS PIPING CITY OF TUKWILA BUILDING DIVISION By Date =f: Pe mit No 036 PM/0300143 "'"'"` N_. 9E MADE TO SCCPE Q q,, WITHOUT PRIOR . 1 : AEV iONS W1u REWIRE A NEW PLAN MO TTIII. MAY IR;.;.t '•_: veir 113m t. FLAN REVIEW FEE$. CITE _ r AP Clr OFE1I l� 1 KW,f .: FE& ` 8 ?on? PERM /? CENTER PERMIT SET J Z 0 H � = = Z — 0 cc 5 Y ffi E (f) p O TRES WEST ENGINEERS, INC. 2702 SOUTH 4210 eTREE . SUITE 301 TACOMA. WA 03 -7316 TELEPHONE (2631 472 -9300 FAX 0:63) 477 -3453 ,EXPIRES: 11/14/2,0,04. z (0N z w 4! < w 9 0 AA V/ 0 0 0 0 Z r> Q REVISIONS: APED. DATE: MARCH 10. 2003 DESIGN: GBC DRA W.4: HA CHECKED GBC. REVISION NUMBER: SCALE: AS NOTED !'ROJECT NUMBER: TUKW0001 SHEET NO. M1.0 'T 2"w uP 2" W UP 2" 2 "V UP _.1 2'V UP L 2"W UP 2 6 "SCO 0 2 "W UP � 7 -- 4" UP TO FCO - 4" - 2"V UP �4 "W UP 7 6 " _Q I WH -2 11 5.-0. I 0 + 7 - 2 "V UP ,r 2" - 2 "W UP -2" ! 2 "V UP / 2 " n� • Ti r 2 "W UP —r i ✓i.-. �avTiTaa -+) .41 it 2 "CW HEADER // HYDANT I MECH. /ELEC. 11 CHASE J 2" !A1ER. SEE CIVIL FOR 2 "CW *.1P TO WATER HEADER- - J 1 r "Cw MAIN UP — - II P -1A 0 � 0 I HB " P -3A 1. 0 0 1 - 2 "FDA P -3 it / � u { WomE N' S \ ©4O RE II SlPOOy' \p - 3 I �1�r 4 "CO 4 "o FCO 0 !'''11 p.m, 1 ATM 0 '1 P-7 — -44 0 0 0 7 I I 0 I -t - P - 2A 'I I I '1J'' - P -3A P -1A HB 0 MEN'S I?ES fROOM 2 "FD RUN UNDER GROUND SANITARY SEWER CON T. tJ r1 II 1 t1 II I I II II I II II II 1 I 1� II II II II II II II 11 U _ _ 2 "CW DN. SEE FOU' DATION PLAN ABOVE FOR, C,ONT. 2 "CW DN11 SEE FOUNDATION PLAN ABOVE FOR CONT. --- - - - - it - If 2 "C* UP 3 "W UP t 2 "W UP TO FCO I I 1 1\) FOUNDATION PLAN SCALE: 1/4 " =I' -0" DN TO WH -1 11 I I I WH -1 II, 2 "CW DN. It 1 "CW; PN. TO WH -1 II II L A. I I 2 "V UP f 3 "W UP 3 "FCO ft ,mot +s i I! 0 0 • 11 3/4" • USE HWAT -PLUS' HEATING CABLE ON HW PIPING, ■ 1 L 1 I ROUTE PIPING BELOW' COUNTER OR ALONG WALL 0 3 "FCO ' 2 "FS Y, FLOW / I I `CO TROL❑ a • II 0 0 /2FD 0 0 S / II II II CONCESSION I STORAGE 11 11 T!('KF T HOOTH I II II II II I L� 1 2 "W UP 2 "V UP 1 /2 "CW UP In L.LA - WALL HYDRANT 34, ' t -rt P -18 2'FD I I �(� C �Z, ?- 5 1 2" P,3B _ /2 "CWT DN. CONCESSION STAND 2 "W UP 4 0 6 "SCO 7' f PLUM 'INCA FLOOR PLAN K7 SCALE: 1/4 "•1' -0" 4 "W UP TO WCO -4"W UP 1-2 UP 2 "W UP P- I 1 �i 1 /2 "CW UP SANITARY SEWER FLOW CONTROL 2 "W UP 11 11 11 I II , - H 3 "W UP TO FCC 3 " — 2 "V UP 2 "W UP 2 "V UP 2 "V UP GREASE INTERCEPTOR J.R.SMITH 8250 B.G.F. 2 "V UP 6" GREASE INTERCEPTOR J.R.SMITH 8250 B.G.F. FIELD STORLE 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 5' - 0" () LAN NOTES 2 "4 DN. 4 "W ON. \-FOR CON'.INUATION SEE LANOSCAPE DRAWINGS 2 "V Sc 4 "W. 1 /2 "HW, 1 /2 "CW DN. ' 1-1/2"V & 2 "W. 3 /4 "CW TO HOSE BIBB, MOUNT @ 12" A.F.F. "CW DN. 3 /4 "CW DN. 2 "V DN. & UP TO VTR. 3 /4 "CW & HW, 2 "V DN. 1 /2 "CW & HW, 1 -1 /2 "V ON. 2 "V, 4 "W DN. & 4 "V UP TO VTR. PERMIT SET TRES WEST iNi3INEERS, INC. 2702 SOUTH 'IC B"TNEET, BUTE 301 TACOMA. W6 01140•-7915 TE1_EPH0NF 12691 472-3100 SAX 1!681 472-1403 I ExPIRES: 11/14/ Loo4- REVISIONS: Z 1JJ < U 13 0 Q N U9 APPD. DATE: MARCH 10, 2003 DESIGN: GBC /LW DRAWN: 11A /HNC CHECKED: GRC /LW REVISION NUMBER: SCALE: AS NOW!) I'R1 NIIMBEII: T JKW0001 I1EET NO. OF M2.0 AIR TERMINAL ABBREVIATIONS WEG WALL EXHAUST GRILLE WPL WEATHERPROOF LOUVER UC UNDER. CUT EF EXHAUST FAN 1 {i WALL CAP WOMEN'S RESTROOM 30/12 WPL si cp \ - 1 120 M G 10/8 NEG- 120 "M MANUFACTURER'S CURB BY EXH. FAN MFR PROVIDE PITCHED CURB TO MATCH ROOF SLOP. - 10/8 0 10jvrf� 120 krki MEW LI 8/6 SCALE: 1/4"•1'-0" 12/12 y-12 14/14 -EF -3 SECTION ,4 1 10/ WEG X130 tFM MICH ,' ELEC. CHASE RANGE HOOD MEN'S RESTROOM 0 _.---- DAMPER WITH ROOF FAN EF -3 C� I] 19/36 WPL 1 11 TICKET BOOTH TOILET -- WALL 1� CAP 6 "0 EL 95 CFM 3/4" J1C DOOR CONCESSION STORAGE 3/4" UC DOOR CONCESSION STAND 0 1 VENTILATING PLAN SCALE- 1/4 " =1' -0" EF -3 ON ROOF 14/14 DUCT' JP. WRAP EXHAUST DUCT WITH FIRE RATED DUCT WRAP. RANGE HOOD 36/1i3 WT L CHEMICAL PANEL AT END OF H003 0 FIELD STOPGE 1 PLAN NOTES O 1 EF -1 620 CFM O INTERLOCK DAMPER WITH EF -1. 0 INTERLOCK DAMPER WITH EF -3. PERMIT SET TRES WEST ENGINEERS, INC. 27cE 80!, T+ CAL STFtiEl. LITE S 301 TACOMA. WA 3340• -7313 TELEPHONE 1233► 473-3300 FAX 12331 472.3•3 REVISIONS: DATE: MARCH 10, 2003 DESIGN: GBC DRAWN: HA ( G8C REVISION NII IIER: AI,E: RS NOTFD :;IIEET NO. OF PROJECT NUMBER: TJKwoorn O N N rn Ih In N ai C 0 0 APPD. M3.0 PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE MOUNTING MANUFACTURER /MODEL NUMBERS LOCAL PIPING COMP: TI 5`14 i NOTES W V OW HW P -1 WATER CLOSET WALL BRADLEY STAINLESS STEEL BLOWOUT JET MODEL NO. 922 -7180 LC INT'_GRAL SEAT 4" 2" 1" - SLOAN ROYAL 152 -1.6 ES -S 02 O4 CONCEALED SENSOR OPERATED FLUSH VALVE HEAT TRACE TRAPS /PROVIDE WITH 922-718C THRU 922 -7181 SLELVE /TEMPLATES P -lA WATER CLOSET WALL BRADLEY STAINLESS STEEL BLOWOUT JET MOD:IL NO 922 -7180 LC INTESRAL SEAT 4" 2" 1 " - SLOAN ROYAL 1 52 -1.6 ES -S V `j CONCEALED SENSOR OPERATED FLUSH VALVE HEAT TRACE TRAPS /PROVIDE WITH 922 -7180 THRU 922 -7181 SLEEVE /TEMPL P -1B WATER CLOSET FLOOR KOHLER HIGH CREST K -4302 SEAT: CHURCH 9500C OR BEMIS 1655 -C 4" 2" 1" - SLOAN ROYAL 1 11 ES -S 24V. SENSOR OPERATED �; l FLUSHOMETER 1.6 GAL. FLUSH v P -2 URINAL WALL BRADLEY 923 -8000 STAINLESS STEEL BLOWOUT URINAL BACK MOUTED 2" 1 -1 2" / 3 4 " / - SLOAN ROYAL 195 -1 ES -S O CONCEALED SENSOR OPERATED URINAL FLUSH VALVE HEAT TRACE TRAPS P -2A URINAL WALL BRADLEY 923 -8200 STAINLESS STEEL STRADDLE BLOWOUT URINAL 2^ 1 -1/2" 3/4" - SLOAN ROYAL 195 -1 ES -S /HFAT TRACE TRAP ( (� CONCEALED SENSOR OPERATED URINAL FLUSH VALVE .•JJ P -3 LAVATORY WALL BRADLEY 921 -6101 STAINLESS STEEL LAVATORY W /MODEL 900 INFARED FAUCET & & MODEL TMA MIXING VALVE 2" 1 -1/2" 1/2" 1/2" HEAT TRACE TRAPS & SUEPLIES /PROVIDE WITH #5101 SLEEVE /TEMPLATE ® O P -3A LAVATORY WALL BRADLEY 921 -6101 STAINLESS STEEL HANDICAP LAVATORY MODEL 900 INFARED FAUCET & MODEL TMA MIXING VALVE 2" 1 -1/2" 1/2" 1/2" HEAT TRACE TRAPF & SUPPLIFS /'Ri?YJE WITH #6101 SLEEVE /TEMPLATE � G P -3B LAVATORY WALL KOHLER KINGSTON #K -2005 FITTING Oj SUPPLY: EASTMAN GRC 12S TRAP McGUIRE 17 GA. CHROME PLATED 2" 1 -1/2" 1/2" 1/2" BARRIER FREE DROVIDE WIT', OFFSET TRAP INSULATE TRAP & HW LINE. P -4 HAND -SINK COUNTER JUST STYLIST SL- 1613 -B -GR FITTING CHICAGO #786 -E3 SUPPLY CRANE C -1152 W /NIPPLES 2" 1-1/2" _ 1/2" i 1/2" WASTE: JUST J -3F. TRAP: McQUIRE 1 1 GA. CHROME PLATED P -5 SERVICE SINK FLOOR JUST B -33213 CORNER MOP SINK ACCESSORIES: JH -1 HOSE CLIP, JMH -3 MOP HOLDER JH -4 HOSE. CHICAGO 835 FAUCET, CHROME FINISH 3" 2" 3/4" 3/4" SINK SEAL SEAM BETWEEN SERVICE S AND WALL W'EH EILICONE SEALANT. P -6 3- COMPT. SINK COUNTER JUST STYLIST TL- 1843 -A -GR CHICAGO #786 -E3 QTY OF 2 CRANE C -1152 WITH NIPPLES } _ (3) 1 -1/2" (2) 1/2" (2) 1/2" WASTE JUST J -35 TRAP McGUIRE 17 GA. CHROME PLATED P -7 DRINKING NG FOUNTAIN NG FO HI WALL HALSEY - TAYLOR 8I -LEVEL BARRIER FREE FREEZE RESISTANT FOUNTAIN MODEL #HTSEBPFR 2" 1 -1/2" 1/2" - VANDAL- RESISTANT KIT P-8 ICE MACHINE WALL GUY GRAY #BIM 875 COMPRESSION ANGLE VALVE AND SUPPLY CONNECTION - - 1/2" - FURNISH COMPLETE WITH SUPPLY TUBING FOR FINAL CONNECTION P -9 HOT WATER DISPENSER COUNTER IN- SINK - ERATOR NO. H -770 CHROME- PLATED BRASS, INSTANT SELF- CLOSING VALVE, 750W, 5.5A, 115V '- - - 1/2" COMPLETE WITH THERMALLY FUSED, AD, ()STABLE SNAP - ACTION 1HERMOSTAT. 0 SENSOR OPERATED: CHICAGO FAUCETS NO. 550 -4 PROVIDE W/ PROVIDE SLOAN NO. EL -154 TRANSFORMER. WHERE A SINGLE C3) (1) BRADLEY MODEL 8RT TRANSFORMER FOR 5 -8 FAUCETS MIXING VALVE, HARD WIRE 120V, AC /6V DC TRANSFORMER. FIXTURE IS LOC!' IN A TOILET ROOM PROVIDE 1 TRANSFORMER /FIXTURE. .5 GPM AERATORS AND VANDAL - RESISTANT SCREWS AERATORS, WHERE MULTIPLE WATER CLOSET & URINALS ARE IN A TOILET ROOM, 0 PROVIDE WITH CARRIER SUPPLIED WITH FIXTURE. SPOUT AND WIRING /ELECTRONICS. 1 TRANSFORMER MAY BE USED FOR UP TO 8 FLUSHOMETERS. MECHANICAL LEGEND SYMBOL DESCRIPTION SYMBOL ---M-- DESCRIPTION TEMP. COLD WATER (CW) FLEXIBLE CONNECTION (PIPE) - WH -1 HOT WATER (HW; ' AUTOMATIC OR MANUAL AIR VENT (,AAV. MAV) ----- HOT WATER CIRC (HWC) — 2 -WAY CONTROL VALVE WH -2 WASTE OR SAN. SEWER AO SMITH 3 -WA CONTROL VALVE 120' { - — — — - VENT (V) 4 -WAY CONTROL VALVE [ PIPE DOWN —W -- OR " BALANCING VALVE C' °'-- PIPE UP REDUCER Q } BRANCH - TOP CONNECTION STRAINER BRANCH - BOTTOM CONNECTION UNION -. I --+I► " }' BRANCH - SIDE CONNECTION 7 ----- VACUUM BREAKER CAP END OF PIPE 0 PRESSURE GAUGE f FLOW DIRECTION I THERMOMETER FLUSH '7LEANOUT (FCO) OR SURFACE CLEANOUT (SCO) AS INDICATED OR A ,- b DRAIN VALVE W/ HOSE CONNECTION OR HOSE BIBB SUPPLY AIR -DUCT UP ° C II WALL CLEANOUT (WCO) ►MA II CLEANO JT (CO) EXHAUST / RETURN AIR - DUCT UP J VENT THRU ROOF (VTR) I OUTSIDE AIR DUCT UP GATE VALVE (G.V., L j + SUPPLY AIR - DUCT DOWN 1 i 0 GLOBE VALVE 1. ∎ + EXHAUST / RETURN AIR - DUCT DOWN -' VALVE IN RISER OUTSIDE AIR DUCT DOWN (. - <.. -- -- P -4 1 FLOW STATION TUC DOOR UNDER CUT DOOR WITH SIZ= r' BUTTERFLY VALVE 12/12 CD 300 CFM AIR TERMINAL SIZE, TYPE & CFM PRESS. REDUCING VALVE (PRV) CEILING AIR TERMINAL - SQUARE 0 fv CHECK VALVE (CV) CEILING AIR TERMINAL - ROUND I 'v' -f 12 FLOW CONTROL VALVE FLEXIBLE DUCT TEMPERATURE /PRESSURE RELIEF VALVE (T &PV) VOLUME DAMPER (VD) — 6 BALL VALVE (BV) 4 MOTORIZED DAMPER j FREEZEPROOF WALL HYDRANT (FWH) BIBB (HB) r3ACKDRAFT DAMPER (BDD) ( ) '� -�- OR PUMP + FLEX. CONNECTION (DUCT) FLOOR DRAIN (FD) iiiI TURNING VANES (TV) 0 FLOOR & FUNNEL DRAIN (F &FD) POINT OF CONNECTION M.C. MECHANICAL CONTRACTOR G.C. GENERAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR ELECTRIC WATER HEATER SCHEDULE UNIT NO LOCATION MANUFACTURER MODEL TEMP. kW VOLT /PH NOTES WH -1 CONCESSION AO SMITH DEL 30 120' 4.5/4.5 480/3 NON -- SIMULTANEOUS ELEMENT OPERATION WH -2 TOILET ROOM AO SMITH DEL 30 120' 4.5/4.5 / 480/3 / NON -- SIMULTANEOUS ELEMENT OPERA !ION EXPANSION TANK SCHEDULE UNIT NO SERVICE TYPE CAPACITY (GALLONS) MAX. SIZE IN. NOTES DI A. LENGTH ET -1 DOMESTIC HW DOMESTIC HW AMTROL ST -5 2 8 12 -5/8 PRECHARGE AT 20 PSFG PRECHARGE AT 20 PRIG ET -2 AMTROL ST - -5 2 8 12 - 5/8 FAN ID/NO EF -1 E7- 2 EF -3 MFR COOK COOK ECON - AIR MODEL CH- 720 GC -140 DU 30H IN -UNE CEIUNG ROOF AREA SERVED *'OMEr S /MEr: "S RESTROOM TOILE T CONCESSION RANGE HOOD CFM 620 95 000 EXHAUST FAN SCHEDULE F'ERi OR■AANCf 1SP (1N; .25 125 .5 RPM Od1E 1243 1500 1600 2.9 2.4 10 HF /W MOTOR t 323 W 120 1 ?O W 120 1 4 HP 1 BACK DPAFT DAMPER SPEED ON (ROLLER MOTOR STARTER r►sIGHT , 11D) 36 15 53 IN TE OCV.I WIT REMAR *ALL SWITCH BY E.C. PROVIDE *7 MFR COOK MODEL NOG -6 WALL CAP. WALL SWITCH BY E.C. PRO."'I)E WrMFR COOT MODEL WCR6 WALL CAI-. SWI +CH ON HOOD x'103 036) PERMIT SET Z CD 0 =w cc A cc W j o (f ) TRES WEET ENGINEERS, INC. 2702 BOUT.: 42M) 'MEET. SURE 801 TACOMA NA 28401 -7118 TEl®HOPE 12881 472 -8100 FAX 1%681 472-840$ E ry . 11 /14 /Z.coq 1 REVISIONS: APPD. DATE: MARCH 10, 2003 DESIGN: CBC DRAWN: HA, HH. CHECKED: WC REVISION NUMRFP.: CAI E AS NOTED SHEET NO. R.)JECT NIiMBER: TUKW0001 OF : 5 N � o <n rn c rn w N ri (0 N ( p N o ai t • C 0 E o (4 0 L 0. U a o f° N. M4.0 6 "FC / r WALL 6 " 4 "CO J iL4 - VTR -3" _3 2- 1/2 " /-2" , '-2" '-1 -1/2" 1 -1/2" _L - - , L, j . - e r - -/ - •_• --_ �-� � +r - - - -� r / r - - 2" P - I 4 .. �• 4" 4"r 2 "FF) V / r -" r .7 r �7 2 P -1 I 4" 2 "FD 2 , 7 2J / ^ 2" 2" P -1 P -lA P -1 f 2" 2 "FD V 1 -1/2" P -1 4 "— 2 "� P -2A F_1 P -1A 2" 4 SLOPE @ 1 /8 " /FT. / -1/2=-N P -3 I P -2 //-2- C0 2" / 4 " I 2"FD I U � r r' V -2 2 "FD I 2" j -2" ( / 1 -1/2" P -3r - P- 3�A - �3A l iv V U 2" CO,,�' 2" CO,, 4" /_ 6 " IIAGRAMMATIC 1 -1/2" t. ,7 - 1 -1/2" I Ir - t -1 /2` IP -7 _7 / r - � 2" A CO 4" WCO+ -- VI P- 1B UJ4STE 4 YENS" R!SER D I4GR4M J VTR 47 2 1 2 T 2 "m 4" P -5 3 "FCO " /7- 3" 3 „ 6" 4" � ' 2" 1 2 "FD f 2" I I JIL 2" VTR 2" VTR. JIL 1-1/2" P- 38 P -4 LP SLOPE ® 1/8 " /FT. f 1 -1/2" 2 "FD 2" P -6 lt 2 "FS 3 "FCO v 2" / -2" 3" J FLOW CONTROL 6" L2" VTR j / - 2 . I/ _ 2 " 2 "FD 2 "- 3" L2 VTR Y' 2" GREASE IN!ERCEPTOR J 6" FOR CONTINUATION SEE S' TE PLAN M1.0 "6 . .t L2" VIR I �rIN. ROOF 7-- 2" f _0;A? c3" I'4C5 9547 PERMIT SET TRES WEST ENGINEERS, INC. 2702 80UTy 42ND STREET, SURE 301 TACOMA WA 2S400-73$ TE.WH0I€ 12631 472 -3300 FAX ft6$ 473 -3463 1EXPIRES: 11/14/ Zoo U z -.rAI.I : AS NOTE() ti1IEE'r NO. ICE ID CNI Z =m `< I'" _- C 1` rn > Q rn O N W co O1C w # c O �" Q / O / � � N > N t5 00 c m E t OQ a � 0 E- 0 0 n . z Q REVISIONS: APPD. DATE: MARCH 10, 2003 DESIGN: G&, DRAWN: HA I71IECF :EI1: GUC REVISION NI TM P NUMBER: TUKW0001 M5.0 BRONZE TOP -\ FINISHED FLOOR FLOOR CLEANOUT DETAIL NO SCALE DUCT SIZE PER PLANS VI DUCT SIZE PER PLANS 3" x 3/16" PLATE (TYP.) S.F. MOUNT SPEED CONTROLLER ON SIDE OF FAN CABINETS # 1 & 3. REFER TO SPEC. SECTION 15820 FOR S.F. #2. I �' CAST IRON RISER NO SCALE - SIZE AS Si-iO*N ON PLANS. MATERIAL AS NOTED IN SPECIFICATIONS ATTACH HANGER TO ROOF STRUCTURE/ SIZE PER SPECIFICATION L ACCESS ON BOTTOM OF UNIT TYPICAL IN -LINE SUPPLY FAN INSTALLATION DETAIL THREADED ROD SURFACE CLEANOUT DETAIL NO SCALE SPRING VIBRATION ISOLATOR SEE SPECIFICATION SECTION 15240 3/8" DIA. 7X7 AIRCRAFT SEISMIC CABLE BRACING (LENGTH AS REQ'D.) COORDINATE ALL ATTCHMENTS W/ G.C. TYP. EA. CORNER/ SPECIFICATION FLEXIBLE CONNECTION (TYP.) TM:ESSE° BRASS PLUG FINISHED GRADE r 1 2 "x12 "K4 CONCRETE SLAB II�II�II�IR = llJI1 To AVOID THOROUGHLY { F IEll t , l1�1 _ SIZE AS SHOWN ON PLANS HW TO FIXTURES - SIZE AS SHOWN ON PLAN PIPE FULL SIZE TO DRAIN W/ 2 PIPE DIA. GAP ABV DRAIN DRAIN VALVE FUNNEL & FLOOR DRAIN - SIZE AS SHOWN ON PLAN --\\ FINISHED FLOOR ASME RATED COMB. TEMP. & PRESSURE RELIEF VALVE -� SIZE AS SHOWN ON PLAN GV HW TANK g GV j u SET GREASE TRAP FLUSH WITH FINISHED FLOOR 2" AIR INTAKE 7 // 3 "W -' FLOW CONTROL VALVE THERMOMETER (30' -180') CIRC. PUMP GV CV U \ U GV GREASE TRAP DETAIL NO SCALE EXPANSION TANK �- 4" HIGH CONCRETE PAD INSULATING PAD (SEE SPECIFICATIONS) HOT WATER TANK DETAIL NO SCALE GREASE TRAP NOTE: WATER HEATERS SHALL HAVE SEISMIC SUPPORTS ATTACHED TO STRUCTURE. CLEANOUT r- 2 "V r- FLOOR 3 "W HWC - SIZE AS SHOWN ON PLAN CW - SIZE AS SHOWN ON PLAN DOUBLE CHECK VALVE ASSEMBLY z 0 ^ 11AN''JAL AIR VENT x I r f - 4 "• , 48 7 AIR G+AMBER 2 _ V O O D O o Li I 3/4" DRAIN a °D vALVE T � Cr ASME RATED COMB. TEMP. & PRESSURE RELIEF VALVE - � HW TO FIXTURES - SIZE AS SHOWN ON PLAN - U PIPE FULL SIZE TO DRAIN W/ 2 PIPE DIA. GAP ABV DRAIN DRAIN VALVE FLOOR & FUNNEL DRAIN - SIZE AS SHOWN ON PLAN FINISHED FLOOR SIZE AS SHOWN ON PLAN 0 Z U 3w et W in in E D U tn ZN O: Q N a 9 W V t!1 GV --- 2" BUILDING SERVICE NO SCALE GV HW TANK Z V 'O Z W 2 a `D z !) GLOBE VALVE COLD WATER HEADER DETAIL THERMOMETEF (30' -180') G T U --2� BY -PASS BALL VALVE INSULATING PAD (SEE SPECIFICATIONS) T NO SCALE WEATHERPROOF LOUVER PER PLANS OUTSIDE WALL NO SCALE 4" HIGH CONCRETE P AD HOT WATER TANK DETAIL t� HEADER SUPPORT PIPE CHECK VALVE \- CW - SIZE AS SHOWN ON PLAN f � 3, 4" / - MOTORIZE DAMPER BIRDSCREEN r FINISHED FLOOR WEATHERPROOF LOUVER DETAIL Nom: WA IER HEATERS SHALL HAVE SEISMIC SUPPORTS ATTACHED TO STRUCTURE. EXPANSION TANK, SIZE AS NOTED ON PLANS c I 1' . FE& 2 8 'u0.3 PERM, c.. E. ,i/v1 PERMIT SET Z O 8 0 Q cp 0 Z Q °W - c c W o �� o TRES WEST ENGINEERS, INC. 2702 SOIrr, 421E STREET. MUTE 301 TACOMA, VA SS400-73$ TELEPHONE (25S' 472-3000 FAX (2631 471 -$4SS [EXPIRES: 11/14/ ?x+04 REVISIONS: APPD DATE: MARCH 10, 2003 DESIGN: GBC/LW DRAWN: HA /HHC CHECKED: GBC/LW REVISION NUMBER: `F'AI E• AS NOTED KOJE,'"? NI EMBER: Tt1KW0001 . IIEET NO. OF M6.0