Loading...
HomeMy WebLinkAboutPermit PG07-219 - JAMBA JUICEJAMBA JUICE 17100 SOUTHCENTER PY SUITE 104 PGO7-219 Parcel No.: Address: Suite No: Contact Person: Name: Address: Contractor: Name: DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR TI Value of Plumbing /Gas Piping: Fees Collected: Urinals Water Closet doc: UPC-10 /06 Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2623049081 17100 SOUTHCENTER PY TUKW Tenant: Name: JAMBA JUICE Address: 17100 SOUTHCENTER PY, STE 104 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA RALPH MILLESON 234 5 AV S , EDMOND WA WILCOX CONSTRUCTION INC Address: 123 4T11 AVE N , EDMONDS, WA Contractor License No: WILCOC* 19400 $16,000.00 $400.00 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 1 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 774 -4185 Phone: 425 774 -4185 Expiration Date: 12/10/2007 PG07 -219 10/15/2007 04/12/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 1 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 5 treatment equipment 1 0 Repair or alteration of drainage or vent piping 1 2 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 3 Gas Piping 0 Gas piping outlets (0 -5) 2 2 Gas piping outlets (6 +) 0 PG07 -219 Printed: 10 -15 -2007 Permit Center Authorized Signature: doc: UPC -10/06 City dtTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us tJa_ Permit Number: PG07 -219 Issue Date: 10/15/2007 Permit Expires On: 04/12/2008 Date: IO I -0 7 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 p rf rmance of wor I am authorized to sign and obtain this plumbing /gas piping permit. Signature: "' J ' Date: /0//5/4 u'f y Print Name: 12-14- ( 1714 3 • i I' F CCv This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -219 Printed: 10 -15 -2007 Parcel No.: 2623049081 Address: Suite No: Tenant: 1: ** *PLUMBING AND GAS PIPING * ** doc: Cond -10/06 JAMBA JUICE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17100 SOUTHCENTER PY TUICW PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: PG07 -219 ISSUED 08/24/2007 10/15/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. PG07 -219 Printed: 10 -15 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. iza (f btA 7r . M t I (c c,.0 n) Date: b 5 A cso PG07 -219 Printed: 10 -15 -2007 SITE LO CATIO kikwd CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cttukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.. Site Address: 11 L. O sotAcs wit w a ir t414 Suite Number: I t Y TR r4 Tv i r. s. New Tenant: Property Owners Name: W t & 1)P oPS,►Z' - Mailing Address: 4611 1 3 El b ?I4c Se Tenant Name: PE: CONTAC, do we contact when your permit is ready to be issue Name: Q fl-t P 4 M r I tt-S Day Telephone: Mailing Address: V N S t ikr't S o w k. r ib tsi.cANO S City E -Mail Address: r M 11 CS oti1 4, u)►I tor Gv►eas&roC4i ca+. fowsFax Number: GENE RAL CONTRACTOR INEORMATIO F` {ContractorInformation for Mecbanisal (pg4).foryluasbingand`GasPiping Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: M i G 41 AEI, I b t c L le- - AM A Mailing Address: 31 DO F- . pL i i Contact Person: grA trt. k 4-C4 E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Q: ApplicationstForma- Applications On Line\3-2006 - Permit Application.doe Revised: 9 -2006 bh Building Permit Mee han cal Permtt N Plumbing/Gas;Petmi Public =Works Permit Prolect Stiktigt City A11— .s em-rtom City Day Telephone: Fax Number: Floor: �j....Yes 1J4 State State T ae State r Ps I'1 -- 6 33 1317— b31 — State ❑ ..No Zip «2 -77Y -4185 .Joe 18026 State Zip 4z5 z'7C(_ Lj -j Zip 712011 Zip 4 2.00 X lob 4 f 15 3 Zip City Day Telephone: Fax Number: Page 1of6 Valuation of Project (contractor's bid price): $ 1 5 o 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): T's.h owl" Z.N pro va.µc.H Govv S r7,/ -1`+ " h tF o-rlo o wit o l- 4- L fA45 ifs f'ta- t.4, i 1.3 o n. iS 4411 cow S, g 4o-'it f 0 -14i 4,00 P y . µ 1 o tar- ■ i rvl u 0 S-S rJtAN g4 -t'-o4 -v a*t p44(. "i-t ►, s Cam` !hi c evN Ft" r' Ilk S Will there be new rack storage? ❑ Yes X . No If yes, a separate permit and plan submittal will be required. V - F3 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: g Sprinklers r Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes gr No If `yes', attach list of materials and storage locations on a separate 8 - I/2 "x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications\Fonns- Applications On Lineu3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION 206- 433 - 0179 Scope of Work (please provide detailed information): Water District . Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila ❑ ...Sewer Use Certificate Q: ApplicationsTonns- Applications On Iine13 -2006 - Permit Application.doc Revised: 9 -2006 bit Call before you Dig: 1-800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline ❑ ...ValVue ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size t 9 WO # ❑ ...Deduct Water Meter Size / " el o 1.0 MO ❑ ...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public Private _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit, Type: Qty Unit Types Qty . ° Unit Type: Qty Boiler/Compressor: Qty, Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser / 0 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat i 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent L Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System 1 Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ /0 / 0007 Scope of Work (please provide detailed information): T.." h I f wr o F boa tOok C Pon i b £ of S pnc ; T3 *-i- F **- . 1 i3 Jed • V.n GimptowN . Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New Replacement .... ❑ Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications'Forms- Applications On Line\3 -2006 - Permit Application :doe Revised: 9-2006 bh Page 4 of 6 Fixture Type. - Qty " :Fixture Type: :: .... ? "Qty `!Fixture Type: Qty 'Fixture :Typ Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks I Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 2 Water Closet 2 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): 1,4114 k .ti.e1 4.9a ✓t. bh /S l.000 T.- "-1-4i1*'riev.. J'444 ; Q e+,�.r gfew%p Tri' •■••e4 Ft•- ►.'sIV . Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: To K •J; 14 Q:Upplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 f-3 8 Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: City State Zip Day Telephone: Fax Number: Expiration Date: o f t. o tn-g ro w+ ?,a P I7M.f C.., a.44 ) - 141 TuwW;/iq Page 5 of 6 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEUTHORIZE I AGENT: Signature: y- . !I Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). L4-tip N It 4 I le se "..) 2;3 W 5 Att . Sc44 . Q:WpplicationsTorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: £0 814.11,00S City Date: 84/14127 qvv - 71 Y / 119S 1 4) 4 9 8D2Q State Zip Date Application Accepted: V$ Date Application Expires: vi Staff Initials: Page 6 of 6 Parcel No.: 2623049081 Address: Suite No: Applicant: JAMBA JUICE Receipt No.: R07 -02732 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receiot -06 17100 SOUTECENTER PY TUKW WILCOX CONSTRUCTION Payment Check 71559 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code PLUMBING - NONRES 000/322.100 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 12/12/2007 08:35 AM Balance: $0.00 5954 12/12 9710 TOTAL PG07 -219 ISSUED 08/24/2007 10/15/2007 58.00 Printed: 12 -12 -2007 Parcel No.: 2623049081 Permit Number: PG07 -219 Address: 17100 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 08/24/2007 Applicant: JAMBA JUICE Issue Date: Receipt No.: R07 -02255 Initials: WER Payment Date: 10/15/2007 03:12 PM User ID: 1655 Balance: $0.00 Payee: WILCOX CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 70964 338.50 ACCOUNT ITEM LIST: Description GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 000/322.100 000/345.830 000/322.100 RECEIPT Account Code Current Pmts 88.00 12.50 238.00 Total: $338.50 Payment Amount: $338.50 r 10 T O7L doc: Receiot -06 Printed: 10 -15 -2007 RECEIPT NO: R07 -01795 Initials: JEM User ID: 1165 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: WILCOX CONSTRUCTION, INC. SET ID: S000000834 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D07 -318 913.56 M07 -184 47.92 PG07 -219 61.50 TOTAL: 1,022.98 ACCOUNT ITEM LIST: Description TRANSACTION LIST: Type Method Description Amount Payment Check 070715 PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 08/24/2007 Total Payment: 1,022.98 1,022.98 1,022.98 Account Code Current Pmts 000/345.830 1,022.98 TOTAL: 1,022.98 2027 10 98 Proje 5�-- _ e'1 k t )1C e Type of Inspection: Fl h.tAL _ Address: rlInc) S.ctl., Pv-4-0 Date Called: pecial Instructions: • Date Wanted: 1.2141/i>7 Ld`.my p.m. Requester: Phone No: PO 01- Zia INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �T 630 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector. i"N8eU Date: i� 1 _ (© 7- El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project // �m J J� ! Type of Inspection: LlAJO at E �f� 'aR Address: Date Called: Special Instructions: Date _ G ante : / / Z /� a.m. p.m. Requester: Phone No: Approved per applicable codes. p - tor: INSPECTION RECORD / '.�,� Retain a copy with permit I( INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Corrections required prior to approval. COMMENTS: S l yvl0 P16 Zt ie 14'V /5 I /2/2-(d) $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Proj Type qf Inspectjon: Addr ss: / 7/G 3 � (zo ,, D Called: Special Instructions: Da e /a /e // L-7/6 / 2 a p p- : Requester: Phone No: 266 v/ 7 - 63V INSPECTION RECORD Retain a copy with permit I 2 /9 PERMIT NO. INSPE ' N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcent Blvd.. #100, Tukwila, WA 98188 (206)431 -3 0 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p / Gt 11 — 4 T crP — 41Alk S //tn17"V/ i/(a/ p D a/4 .00 REINSP 10 E REQUIRE . Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suit 100. Call the schedule reinspection. (Rely ipt No.: 'Date: Proj Z // t •('C Type o spection: 4 v rf)rtiU ((jay.-/__ Ad 0 / / Date Called: Special Instructions: Date Wanted: / 6/3e kr? . P.m. Requester: Phone No NSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- `Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'Inspector 11.4. Date: / ? `: A C-C.-7 7 $58: 0 REINSPECTION FEE REQUIRED Prior to inspection, fee must be pal at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: • From: Dean Fitzsimmons [ mailto :DeanF @Iakeridgeplumbing.com Sent: Thursday, October 25, 2007 10:27 AM 1 ` J= �� To: Ralph Milleson Cc: John Glennon Subject: RE: Jamba juice south center pump Talking to the factory rep. this morning he stated that if we need a side outlet basin we will have to purchase all the components separately (1) Basin (30x36), (2) pumps Zoeller M267, (1) alternator 10 -0804, (2) Tri -check valves, (1) hub 004 -997 adapt for inlet pipe and (3) pipe seals 005588 for outlet, vent and electrical piping. The basin that the rep. has come up with is made of fiberglass and will come with out a lid (the only lid they offer that doesn't have top discharge hole is made of fiberglass and is not rated for foot traffic. We will have to fabricate a lid to fit made from steel or aluminum. Please pass this along to the engineer for his approval. I also have my supplier looking into other makes and models of the entire system that would be comparable with less hassle to put together. So please let me know if the engineer's heart is set strictly on this Zoeller system or if they will allow substitutes. Dean Fitzsimmons, Project Manager Lakeridge Plumbing & Mech., Inc (425) 827 -9262 x104 (425) 821 -8984 FAX FILE COPY P fr 140. f / C l ^ 4rt.b ;•l n d wJPr ` V3c cdJ1. � e� It;�f�sN►1 ", �.`�- •�'�.w ^fj��(; :�- . .v. CODE COMPLIANCE APPROVED DEC 11 2001 Of Tukwila B I D _ ,IVISI'N • oft �� i • RECEIVED CITY OF TUKWLA DEC 04 20071 ► CE T C1^ REVISION Na CORRECTION LTR# 2 *IA 2 Zoeller Pump Co., Inc. - Item # M267, Model 267 Page 1 of 2 Zoeller Pump Co., Inc. 3649 Cane Run Road Louisville, Kentucky 40211 -1961 U.S.A. 1- 502 - 778 -2731 1- 502 - 774 - 3624 - FAX 1- 800 - 928 -PUMP (7867) All Categories > Sewage/Waste Pumps > Submersible Pump > Model 260 Cast Iron Series Submersible Pump > Item # M267 Item # M267 Model 267 Model 267 • Float operated, submersible (NEMA 6) 2 -pole mechanical switch. • Durable cast construction. ASTM Class 25 Cast iron, switch case, and pump housing. • Cast iron base on 267, 268. • Engineered Plastic base on 266. • Non - Clogging Vortex Impeller Design. Engineered plastic impeller with metal inserts on models 266, 267 & 268 (1 PH). Model 267 available with cast iron impeller option. (Cast iron impeller standard on 3 PH models.) • Not affected by materials normally found in drainage and sewage sumps. • Stainless steel screws, bolts, handle, guard, and arm and seal assembly. • UL Listed 3 -wire neoprene cord and plug. 10 ft. cord standard for automatic. 15 ft. cord standard for Nonautomatic. • Square Ring & Gasket - Neoprene. • Motor - 266/267/268 Series - 1 /2HP 60 Hz, 1725 RPM, oil - filled, hermetically sealed, automatic reset thermal overload protected (1 PH only). • Oil lubricated bearings. • Carbon and ceramic shaft seal. • Passes 2 -inch spherical solids. • 2" NPT Discharge. • Model 268 contains combination 2" NPT Female and 3" NPT Male discharge. • On point - 12 ". Off point - 4" (Automatic units). • Corrosion resistant powder coated epoxy finish. The sizing of effluent systems normally requires variable level float (s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. • May be used in those states where codes do not restrict solids size in effluent systems. For Additional Information including Performance Curve http: / /zoeller .thomasnet.com /printitem /all- categories /model- 260 - cast - iron - series- submersib... 12/4/2007 Material Cast Iron Model 267 Power 1/2 HP Voltage 115 V Phase 1 Mode Automatic Current 10.4 A Control Selection (Simplex) ? 1 Control Selection (Duplex) ? 4 Listing (CSA) Yes Listing (ULL) Yes Min. Basin Size (Simplex) 18" x 30" Min. Basin Size (Duplex) 30 x 36 inches Standard Weight 47.5 lbs. Max. Temperature 130 °F Max. Temperature 54 °C Zoeller Pump Co., Inc. - Item # M267, Model 267 Page 2 of 2 Specifications larger image larger image http: / /zoeller .thomasnet.com/printitem /all- categories /model- 260 - cast -iron- series - submersib... 12/4/2007 /72azi7YPL/MP9 5vcr " Product information presented here reflects conditions at lime of publication. Consult factory regarding discrepancies or inconsistencies. COMPARE THESE FEATURES • Float operated, submersible (NEMA 6) 2 -pole mechanical switch. • Durable cast construction. ASTM Class 25 Cast iron, switch case, and pump housing. • Cast iron base on 267, 268. • Engineered Plastic base on 266. • Non - Clogging Vortex Impeller Design. Engineered plastic impellerwith metal inserts on models 266, 267 & 268 (1 PH). Model 267 available with cast iron impeller option. (Cast iron impeller standard on 3 PH models.) • Not effected by materials normally found in drainage and sewage sumps. • Stainless steel screws, bolts, handle, guard, and arm and seal assembly. • UL Listed 3 -wire neoprene cord and plug. 10 ft. cord standard for automatic. 15 ft. cord standard for Nonautomatic. • Square Ring & Gasket - Neoprene. • Motor - 266/267/268 Series - HP 60 Hz, 1725 RPM, oil - filled, hermetically sealed, automatic reset thermal overload protected (1 PH only). • Oil lubricated bearings. • Carbon and ceramic shaft seal. • Passes 2 -inch spherical solids. • 2" NPT Discharge. • Model 268 contains combination 2" NPT Female and 3" NPT Male discharge. • On point - 12". Off point - 4" (Automatic units). • Corrosion resistant powder coated epoxy finish. ALL MODELS ARE COMPLETELY SUBMERSIBLE HERMETICALLY SEALED Watertight - dust tight. Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. Manufacturers of.. . � 1L4L/T7 PUMPS 91/CE ,7 • May be used in those states where codes do not restrict solids size in effluent systems. •• See back page for UL & CSA listings. MAIL TO: P.O. BOX 16347 • Louiswlle, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502)778. 2731. 928 -PUMP • FAX (502) 774.3624 © Copyright 2004 Zoeller Co. All rights reserved. visit our web site: www.zoeller.com SECTION: 2.30.020 FM0390 0804 Supersedes 0303 Tested b UL standard Ulna SP� Candled b CSA Standard 0223 No.1013 266 - 267 - 268 Series (For Pump Prefix identification see News & Views 0052) "WASTE-MATE" SUBMERSIBLE SEWAGE/ *EFFLUENT PUMP OR DEWATERING PUMP SPMA 2" NPT DISCHARGE Automatic "267" FEATURES AVAILABLE • Automatic • Nonautomatic (for variable level systems) • Y NPT Discharge (2' & 3' Model 268) • h HP,1 Ph, 115V, 200 -208V, or 230V • Passes 2' Spherical Solids • BN and 13E267 pumps available packaged with a Piggyback Variable Level Float Switch • 'h HP, 3 Ph, 200 -208V, 230V, or 460V LIMP AND SEWAGE PUMP MFRS. ASSN. Nonautomatic '267' for variable level systems Automatic °268' POWDER COATED TOUGH" 267 MODELS Control Selection Listings Model Volts-Ph Mode Amps Simplex Duplex CSA UL M267 115 1 Auto 10.4 1 4 Y Y " BN267 115 1 Auto 10.4 " 4 Y V N267 115 1 Non 10.4 2m3 2w4 Y Y 0257 230 1 Auto 5.5 1 - Y Y E267 230 1 Non 5.5 2a3 4 Y Y " 8E267 230 1 Auto 5.5 " - Y Y • 0267 200 -208 1 Auto 62 1 - N N • 1267 206208 1 Non 6.2 3 4 N N • J267 208.208 3 Non 2.6 3 4 N Y • F267 230 3 Non 2.6 3 4 N Y • G267 460 3 Non 1.5 3 4 N N 266 MODELS Control Selection Usdngs Model Volts-Ph Mode Amps Simplex Duplex CSA UL M266 115 1 Auto 10.4 1 4 Y Y " 50266 115 1 Auto 10.4 " 4 Y Y N266 115 1 Non 10.4 2a3 2 Y Y 0266 230 1 Auto 5.5 1 - Y Y E266 230 1 Non 5.5 2 or 3 4 Y Y "BE266 230 1 Auto 5.5 " - Y Y • H266 200 -208 1 Auto 6.2 1 - N N • 1266 200.208 1 Non 62 3 4 N N • J266 204308 3 Non 2.6 3 4 N Y • F266 230 3 Non 2.6 3 4 N Y • G266 460 3 Non 1.5 3 4 N N 268 MODELS Control Selection Listings Model Volts -Ph Mode Amps Simplex Duplex CSA UL M268 115 1 Auto 10.4 1 4 Y Y " 130268 1t5 1 Auto 10.4 " 4 Y Y N268 115 1 Non 10.4 2cc 3 2m4 Y Y D268 230 1 Auto 5.5 1 - Y Y E268 230 1 Non 5.5 2 or 3 4 Y Y " BF268 230 1 Auto 5.5 " - Y Y • H268 200-208 t Auto 62 1 - Y N • 1268 200-208 1 Non 62 3 4 Y N • J268 200.208 3 Non 2.6 3 4 Y Y • F268 230 3 Non 2.6 3 4 Y Y • 0268 460 3 Non 1.5 3 4 N N MODEL 266/267/268 Feet Meters Gal. Liters 5 1.5 128 484 10 3.0 89 337 15 4.6 50 189 20 6.1 10 38 Shut-off Head: 21.5 ft.(6.6m) MODEL A B C D E F G H 266 4-3/4 8-5/16 6-13/32 4.314 6 -15132 2' NM' 14-1/32 6 1/32 267 4-3/4 8-5/18 6-13/32 4-3/4 6 -15/32 2'NP7 14.9/32 6-11/32 268 4-3/4 613/32 6- 13/32 4-34 6-15/32 273' OPT 14-1/32 8-13/32 6 4 O 2 0 No molded pug Lit LL 25 20 15 10 5 PUMP PERFORMANCE CURVE MODEL 266/267/268 20 40 60 80 100 120 14 GALLONS LITERS 0 100 200 - Single piggyback switch included 300 FLOW PER MINUTE 400 500 0 013225A TOTAL DYNAMIC HEAD /FLOW PER MINUTE SEWAGE AND DEWATERING 0132259 CONSULT FACTORY FOR SPECIAL APPLICATIONS SELECTION GUIDE IA CAUTION I RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. ® Copyright 2004 Zoeller Co. All rights reserved. • Minimum recommended basin size (Small load applications) Simplex -18" x 30 ". Duplex - 30" x 36 ". • High water alarms available. Standard All Models • 266 - Weight 41 lbs. Vs HP. 267 - Weight 47.5 lbs. HP. 268 - Weight 51 lbs. % HP. Caution: Maximum temperature of sewage or dewalering must be limited to 130 °F (54 °C). For over 130 °F (54 °C) special quotation required. • For' M• and "D" models, the approximate gallons pumped out per cycle are: Tank Diameter Gallons Pumped 18' Simplex 8 Gallons 24' Simplex 15 Gallons 30' Duplex 22 Gallons 36' Duplex 33 Gallons 48' Duplex 60 Gallons 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM1228 for correct model of simplex control panel. 4. See FM0712 for correct model of duplex control panel or FM1663 for a residential alternator system. Fa information on additional Zoeller products refer to catalog on Simplex Panels, FM1596; Piggyback Variable Level Switches. FM0477; Electrical Alternator, FM0486; Mechanical Alternator, FM0495; Sump/Sewage Basins, F810487; Single Phase Alarm Systems, FM073Z WataB¢a Junctions Boxes, FM1597; and Diacomect & Rail Systems. FM0787. All ins W':atian of controls, protection devices and wiring should be done by qua vied licensed electrician. Ailelectrical and safety codes should befpapered including themostrscent National Electric Code (NEC) and the Occupational Safety and Health Act 10511A). SEWAGE EFFLUENT* SUMP /DEWATERING 211 Series 264 Series 266, 267, 268, 270, 4270 Series 282, 284, 4282, 4284 Series 292, 293, 294, 295, 4292, 4293, 4294, 4295 Series 53, 55, 57, 59 Series 98 Series 137, 139, 140, 4140, Series 151,152153 Series 161,1E3, 165, 4161, 4163, 4165 Series 185,186,1 >k 1 8,191, 4185, 4186 4189 Series 49 72, 76 Series All Models Notice to installing contractor: Instructions must remain with installation. ` QV,4L /TY PUMP9 5NCE �& " Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502)778-2731 • 1 (800) 928 -PUMP • FAX (502) 774 -3624 INSTALLATION INSTRUCTIONS RECOMMENDED MODELS visit our web site: www.zoeller.com 'Effluent systems should specify that pumps should not handle solids exceeding three fourths inch (W) in order to prevent large solids from entering leeching fields, mound systems and etc. (Model 49 and 70 Series have 3/8 °, 50, 90 and 140 Series have W, 130 Series have 5/8 - ,150 Series have W solids capability, 160/4160/180/4180 Series have Y: solids capability.) Where codes permit, sewage pumps can be used for effluent systems. Nonautomatic pump(s) with external level control recommended for septic tank effluent applications. U) U) to Co 1. Inspect your pump. Occasionally, products are damaged during shipment. If the unit is damaged, contact your dealer before using. DO NOT remove the test plugs in the cover nor the motor housing. a PREINSTALLATION CHECKLIST - ALL INSTALLATIONS SECTION: 6.10.001 FM0447 0207 Supersedes 1105 DATE INSTALLED: MODEL NUMBER: 2. Carefully read the literature provided to familiarize yourself with specific details regarding installation and use. These materials should be retained for future reference. a (A WARNING SEE BELOW FOR LIST OF WARNINGS 1. Make sure there Is a properly grounded receptacle available. All pumps are furnished with provisions for proper grounding to protect you against the possibility of electrical shock. (SEE WARNING BELOW) 2. Make certain that the receptacle is within the reach of the pump's power supply cord. DO NOT USE AN EXTENSION CORD. Extension cords that are too long or too light do not deliver sufficient voltage to the pump motor. But more Important, they could present a safety hazard if the insulation were to become damaged or the connection end were to fall Into the sump. 3. Make sure the pump electrical supply circuit is equipped with fuses or circuit breakers of proper capacity. A separate branch circuit is recommended, sized according to the 'National Electrical Code' for the current shown on the pump nameplate. 4. Testing for ground. As a safety measure, each electrical outlet should be checked for ground using an Underwriters Laboratory Listed circuit analyzer which will Indicate if the power, neutral and ground wires are correctly connected to your outlet If they are not, call a qualified licensed electrician. 5. For Added Safety. Pumping and other equipment with a3- prong grounded plug must beconnected to a 3 -prong grounded receptacle. For added safety the receptacle may be protected with a ground- fault circuit interrupter. When a pump needs to be connected in a watertight junction box, the plug can be removed and spliced to the supply cable with proper grounding. For added safety this circuit may be protected by a ground -fault circuit interrupter. The complete Installation must comply with the National Electrical Code and all applicable local codes and ordinances. 6. FORYOURPROTECTION, ALWAYSDISCONNECTPUMPFROMITSPOWERSOURCEBEFORE HANDLING. Single phase pumps are supplied with a 3 -prong grounded plug to help protect you against the possibility of electrical shock. DO NOT UNDERANY CIRCUMSTANCES REMOVE THE GROUND PIN. The 3 -prong plug must be inserted into a mating 3 -prong grounded receptacle. If the installation does not have such a receptacle, it must be changed to the proper type, wired and grounded in accordance with the National Electrical Code and all applicable local codes and ordinances. Three phase pumps require motor starting devices with motor overload protection. See FM0514 for simplex installations or FM0486 for duplex installations. Pumps must be installed in accordance with the National Electrical Code and all applicable local codes and ordinances. Pumps are not to be Installed in locations classified as hazardous in accordance with National Electrical Code, ANSI/NFPA 70. 7. "Risk of electrical shock" Do not remove power supply cord and strain relief or connect conduit directly to the pump. & Installation and servicing of electrical circuits and hardware should be performed by a qualified licensed electrician. 9. Pump installation and servicing should be performed by a qualified person. 10. Risk of electric shock - These pumps have not been investigated for use In swimming pool and (A CAUTION SEE BELOW FOR LIST OF CAUTIONS 1. Check to be sure your power source is capable of handling the voltage requirements of the motor as indicated on the pump name plate. 2. The installation of automatic pumps with variable level float switches or nonautomatic pumps using auxiliary variable level float switches is the responsibility of the installing party and care should be taken that the tethered float switch will not hang upon the pump apparatus or pit peculiarities and is secured so that the pump will shut oft. It is recommended to use rigid piping and fittings and the pit be 18' or larger in diameter. 3. Information -vent hole purpose. tt is necessary that all submersible sump, effluent, and sewage pumps capable of handling various sizes of solid waste be of the bottom intake design to reduce dogging and seal failures. If a check valve is incorporated in the installation, a vent hole (approx. 3/16) must be drilled in the discharge pipe below the check valve and pit cover to purge the unit of trapped air. Trapped air is caused by agitation and/or a dry basin. Vent hole should be checked periodically for clogging. The 50 or 90 Series pumps have a vent located in the pump housing opposite the float, adjacent to a housing lug, but an additional vent hole is recommended. The vent hole on a High Head application may cause too much turbulence. You may not want to drill one. If you choose not to drill a vent hole, be sure the pump case and impeller is covered with liquid before connecting the pipe to the check valve and no inlet carries air to the pump intake. NOTE: THE HOI F MUSTAL.SO RF BFI OW THE BASIN COVFR AND CLFANFD PERIODICALLY, Water stream will be visible from this hole during pump run periods. 4. Pump should be checked frequently for debris and/or build up which may interfere with the float 'on' or 'off" position. Repair and service should be performed by Zoeller Pump Company Authorized Service Station only. 5. Dewatering and effluent sump pumps are not designed for use in pits handling raw sewage. 6. Maximum operating temperature for standard model pumps must not exceed 130'F(54'C). Model 49 max temperature must not exceed 104 °F (40°C). The 70 and 211 Series max. temperature must not exceed 110°F (43°C). 7. Pump models 188/4188,189/4189, and 295/4295 nonautomatic pump must run totally submerged and CSA certified pumps must be operated submerged with 'off - on' level controls. & Pump models 266, 267, 268,137 and 139 must be operated in an upright position. Do not attempt to start pump when tilted or laying on its side. 9. Do not operate a pump in an application where the Total Dynamic Head is less than the minimum Total Dynamic Head listed on the Pump Performance Curves. 10. Model 49 is for indoor use only. NOTE: Pumps with the 'UL' mark and pumps with the 'US' mark are tested to UL Standard UL778. CSA Certified pumps are certified to CSA Standard C22.2 No. 108. manne areas. 11. According to the state of California (Prop 65), this product contains chemicals known to the state of Califomia to cause cancer and birth defects or other reproductive harm. ® Copyright 2007 Zoeller Co. All rights reserved. REFER TO WARRANTY ON PAGE 2. SERVICE CHECKLIST Manufacturer warrants, to the purchaser and subsequent owner during the ir ,0 WARNING j ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - mak- ing sure you are wearing insulated protective sole shoes and not standing in water. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. workmanship under normal use and service, when properly used and main- d WARNING I Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2Y2 hours after disconnecting before attempting service. nection with our products. CONDITION COMMON CAUSES A Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motor overheats and trips overload or blows fuse. Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defec- tive capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defec- tive, sump pit too small. D. Pump will not shut off. Debris under float assembly, float or float rod bound by pit sides or other, switch defective, damaged or out of adjustment E. Pump operates but delivers little or no water. Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head exceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop in head andlor capacity after a period of use. Increased pipe friction, dogged line or check valve. Abrasive material and adverse chemicals could possibly deteriorate impeller and pump housing. Check line. Remove base and inspect f the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Manufacturer warrants, to the purchaser and subsequent owner during the etc. in all pumping applications. The warranty set out in the paragraph above warranty period, every new product to be free from defects in material and is in lieu of all other warranties expressed or Implied; and we do not authorize workmanship under normal use and service, when properly used and main- any representative or other person to assume for us any other liability in con- tained, for a period of one year from date of purchase by the end user, or 18 months from date of original manufacture of the product, whichever comes first. nection with our products. Parts that fail within the warranty period, one year from date of purchase by the end user, or 18 months from the date of original manufacture of the product, whichever comes first, that inspections determine to be defective in material or workmanship, will be repaired, replaced or remanufactured at Manufacturer's option, provided however, that by so doing we will not be obligated to replace an entire assembly, the entire mechanism or the complete unit. No allowance Contact Manufacturer at, 3649 Cane Run Road, Louisville, Kentucky 40211, Attention: Customer Service Department to obtain any needed repair or re- placement of part(s) or additional information pertaining to our warranty. MANUFACTURER EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, CONSEQUENTIALORINCIDENTALDAMAGESORBREACHOFEXPRESSED will be made for shipping charges, damages, labor or other charges that may OR IMPLIED WARRANTY; ANDANYIMPLIEDWARRANTYOFFITNESSFOR occur due to product failure, repair or replacement. APARTICULARPURPOSEAND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED WARRANTY. This warranty does not apply to and there shall be no warranty for any material or product that has been disassembled without prior approval of Manufacturer, subjected to misuse, misapplication, neglect, alteration, accident or act of Some states do not allow limitations on the duration of an implied warranty, so the above limitation may not apply to you. Some states do not allow the exclusion God; that has not been installed, operated or maintained in accordance with or limitation of incidental or consequential damages, so the above limitation or Manufacturer's installation instructions; that has been exposed to outside sub- stances including but not limited to the following: sand, gravel, cement, mud, tar, hydrocarbons, hydrocarbon derivatives (oil, gasoline, solvents, etc.), or other exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights abrasive or corrosive substances, wash towels or feminine sanitary products, which vary from state to state. EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. 2. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded circuit. DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. 6. DO install a check valve and a union in the discharge line. DO NOT use a discharge pipe smaller than the pump discharge. 7. 8. 9. 10. 11. 12. 13. 14. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. DO test pump immediately after installation to be sure that the system is working properly. DO cover sump with an adequate sump cover. DO review all applicable local and national codes and verify that the instal- lation conforms to each of them. DO consult manufacturer for clarifications or questions. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary for the prevention of prop- erty damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. DO inspect and test system for proper operations at least every 3 months. ® Copyright 2007 Zoeller Co. All rights reserved. 2 TYPICAL SEWAGE INSTALLATION - RECOMMENDED INSTALLATION a 0 (1) Electrical wiring and protection must be in accordance with National Electrical Code and any other • applicable state and local electrical requirements. Install Zoeller valve), above the basin © .- 0 INI 0 o 1 . (2) proper unichedk (combination union and check preferably just to allow easy removal of the pump for deaning or repair. On sewage, effluent or dewatering, if high • • • • • head or below cover installation is required use 30 -0152 on 1%" and 2' pipe and 30 -0160 on 3" pipe. • , See (6) below. (3) All installations require a basin cover to prevent debris from falling into the basin and to prevent accidental injury. (4) Gas tight seals are required in all sewage installations to contain gases and odors. (5) Vent gases and odors to the atmosphere through vent pipe. • . (6) When a Unichec k is installed, drill a 3/16' dia. hole in the discharge pipe even with the top of the pump. ••.' =� �; • ° , < • ° NOTE: THE HOLE MUSTALSO BE BELOW THE BASIN COVER AND CLEANED PERIODICALLY • (High Head unit see #3 under "Caution' on front page). Water stream will be visible from this hole .n II I III I O during pump run periods. (7) Securely tape clamp power cord to discharge pipe. or d (8) Locate float in to left The best for the 'off is above the motor OD m i , 72 �d!� � . ` a .4 �o switches as shown sketch place point housing and positioned 180° from the inlet Never put "off point below discharge on pump. NOTE: FOR AUTOMATIC PUMPS, USE DEWATERING INSTALLATION SKETCH BELOW. (9) Use full -size discharge pipe. ■ ■ i �� * a (10) Basin must be in accordance with applicable codes and specifications. (11) Pump must be level and float mechanism dear of sides of basin before starting pump. (12) Basin must be clean and free of debris after installation. 4.0 IMAM (13) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. ' MIMI SK290 NOTE Always refer 10 Zoeller F113551 and/or SSPMA Recommended Sewage Pump Installation and Maintenance. TYPICAL EFFLUENT INSTALLATION- RECOMMENDED INSTALLATION GROUND UNE TO LOW PRESSURE SYSTEM, (1) Electrical wiring and protection must be in accordance with National Electrical Code and any other MOUND SYSTEM, SAND FILTER, applicable state and local electrical requirements. LEACHING FIELD, OR OTHER PP of ®© ON SITE DISPOSAL SYSTEM. (2) All installations require a basin cover to prevent debris from falling into the basin, and to minimize . accidental injury. TO � O (D (3) Wire pump to power through a Zoeller watertight junction box or watertight splice. SOURCE OF RE +,, 0 '! j © O NOTE: Watertight enclosure is a must in damp areas. See FM0732. See No. 8 on front page. (4) Use full -sized discharge pipe. (5) Install proper Zoeller unicheck (combination union and check valve), preferably just above the basin to allow easy removal of the pump for cleaning or repair. On sewage, effluent or dewatering, if high head or below cover installation is required use 30 -0152 on 1-1/2" and 2' pipe and 30-0160 on 3" pipe. See (6) below. (6) When a Unicheck is installed, drill a 3/16' dia. hole in the discharge pipe even with the top of the pump. The 50 and 90 Series pumps have a built in vent hole. NOTE: THE HOLE MUST ALSO BE BELOW THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see #3 under "Caution" on front page). Water stream will be visible from this hole during pump run periods. (7) Securely tape or clamp power cord to discharge pipe. (8) Refer to SSPMA Effluent Sizing Manual for determining "on' - "off switches. (9) Install blocks or bricks under pump to provide a settling basin. (10) Basin must be dean and free of debris after installation. (11) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. MHO I [) ON C :! WW FILTER I ALARM FLOAT �I� TURN ON p 744 rum ±lib/, O OFF rl; O r � 0 0 0 0 • , , , , (12) Septic tank risers must be used for easy pump and filter access. SEPTIC TANK DOSING CHAMBER SK29t NOTE See FM0531, F1A3732 & FM1420 for Alwms, Controls &Junction Boxes. TYPICAL DEWATERING INSTALLATION - RECOMMENDED INSTALLATION ® H i— (1) ) 0 0 o a Electrical wiring and protection must be in accordance with National Electrical Code and any other applicable state and local electrical requirements. (2) Install proper Zoeller unicheck (combination union and check valve), preferably just above the basin ' to allow easy removal of the pump for deaning or repair. On sewage, effluent or dewatering, if high head or below cover installation is required use 30-0152 on 1 -1/2' and 2" pipe and 30 -0160 on 3" ° ', • pipe. See (6) below. • (3) All installations require a basin cover to prevent debris from falling into the basin, and to prevent accidental injury. o (4) Securely tape or damp power cord to discharge pipe clear of the float mechanism. •• •• •• (5) Minimum 18" dia. x 24" deep basin. Larger depths may be required. ' —� ' 1 — 01 f i I (6) WhenaUnichedkisinstalled ,drilla3 /16" dia. hole in the discharge pipe even with the top of the pump. • The 50 90 have a built in vent hole. NOTE: THE HOLE MUSTALSO BE BELOW - -P II � and series pumps e 0 THE BASIN COVER AND CLEANED PERIODICALLY (High Head unit see #3 under 'Caution' on . front page). Water stream will be visible from this hole during pump run periods. o (7) Use a full -size discharge pipe. ! (8) Pump must be level and float mechanism dear of sides of basin before starting pump. HRH (9) Install blocks or bricks under pump to provide a settling basin. (10) Basin must be dean and free of debris after installation. (11) Gate Valve or Ball Valve to be supplied by installer and installed according to any and all codes. © o i 0 "`mo Ap g lszl ■ _ sir °FP (12) Gas tight seals are required in all sewage installations to contain gases and odors. ••.•.u. (13) Vent gases and odors to the atmosphere through vent pipe. SK292 NOTE: See FM3531, FMD732 & FM1420 for Alarms, Controls & Junction Boxes. All installations must comply with all applicable electrical and plumbing codes, Including, but not limited to, National Electrical Code, local, regional, andlor state plumbing codes, etc. Not intended for use in hazardous locations. ® Copyright 2007 Zoeller Co. All rights reserved. 3 THREE PHASE WIRING INSTRUCTIONS IA WARNING I FOR YOUR PROTECTION, ALWAYS kx.,. DISCONNECT PUMP FROM ITS POWER SOURCE NONAUTOMATIC AUTOMATIC BEFORE HANDLING. 3 PHASE 3 PHASE To automatically operate a nonautomatic three phase pump, a control panel is required. Follow the instructions provided with the panel to wire the system. For automatic three phase pumps see automatic 3 phase wiring diagram located to the far right. Before installing a pump, check the pump rotation to ensure that wiring has been connected properly to power source, and that ' A L2 U "' GREE ) I ' "' "" , I diagram), is — "' - the green lead of power cord (See wiring connected to a valid ground. Momentarily energize the pump, observing the directions of kick back due to starting torque. Rotation is correct if kick back is in the opposite direction of rotation arrow on the pump If is switching of any two leads R° OW. AMF.11 casing. rotation not correct, power other than ground, should provide the proper rotation. Kam All three phase pumps require motor starting devices with moto overload protection. See FM0514 for simplex installations or FM0486 for duplex installations. Pumps must be installed in accordance with the National Electrical Code and all applicable rte) local codes and ordinances. Pumps are not to be installed in ma , locations classified as hazardous in accordance with National Electrical Code, ANSI /NFPA 70. 013071 WD & WH MODEL INSTALLATION , Determining Pumping Range in Inches (1 inch - 2.5 cm) - ", Tether Length 5 10 15 20 . x °^E r " \ _ m1 RAC > Pumping Range, 9 13.5 18 22 only as a guide. Due to weight cable, pumping range above horizontal 4 - : of r, ., 4 C Use 111 5' MIN. C O j$ not eaual to Dumping range below 22' MAX. OE SLUE 0....., T )° horizontal. Ranges are based on testing in nonturbulent conditions. Range may vary RE °°"" "" due to water temperature and cord shape. As tether length increases, so does the variance of the pumping range. 01. 20 AMP SWITCH (WD & WH MODELS) SK305 STMT —+ ModelsWD& WHarefullyautomatic .Afloatswitchisincludedand Note: Failuretokeepwithinpropertetherlimits 011835 factory wired in the pump circuit to provide automatic operation may prevent reliable switch operation. WIRING DIAGRAM FOR MODELS once the float switch is secured properly to the outlet pipe. Use the WD - 230V, 1 Ph, 60 Hz. diagram above to secure the float switch properly and obtain the Note: Cable must be mounted in horizontal WH - 200/208V, 1 Ph, 60 Hz. proper tether to customize the on-off cycle to each application. position. DOUBLE SEAL PUMPS (4000 SERIES ONLY) (1) Double seal pumps offer extra protection from damage caused by seal failure. (2) Pumps should be serviced on a periodic preventative maintenance schedule. (3) Oil in the motor housing and lower seal cavity must be changed when pump is serviced. If oil from the motor housing contains water or other contamination, both seals should be replaced during maintenance. Always replace with new factory recommended oil and service parts. All repairs must be made by Zoeller Authorized Service Stations. SINGLE PHASE WIRING INSTRUCTIONS FOR YOUR PROTECTION, ALWAYS DISCONNECT PUMP FROM ITS POWER SOURCE BEFORE HANDLING. Single phase pumps are supplied with a 3 -prong grounded plug to help protect you against the possibility of electrical shod. DO NOT UNDER ANY CIRCUMSTANCES REMOVE THE GROUND PIN. The 3 -prong plug must be inserted into a mating 3 -prong grounded receptacle. If the installation does not have such a receptacle, it must be changed to the proper type, wired and grounded in accordance with the National Electrical Code and all applicable local codes and ordinances. IA WARNING I "Risk of electrical shock" Do not remove power supply cord and strain relief or connect conduit directly to the pump. IA WARNING I Installation and checking of electrical circuits and hardware should be performed by a qualified licensed electrician. Id WARNING © Copyright 2007 Zoeller Co. All rights reserved. 4 MODEL 610 TDH (ft) Flow (GPM) 5 33.8 10 21.6 15 10.6 19.9 Shut-off Head MODEL 507 TDH (ft) Flow (GPM) 5 23 10 15 15 5 17.5 Shut -off Head SUGGESTED METHODS OF FLOAT INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float hangers are available from Zoeller Company on Catalog Sheet FM0526 or can be fabricated from standard pipe and fittings. ACCESS COVER PVC OR LIGHT WEIGHT PEAGRAVEL STAINLESS STEEL PIPE TYPICAL FLOAT HANGER ON STEEL COVER PITS STANDARD PIPE FLANGE SK1217 TYPICAL FLOAT HANGER ON CONCRETE PITS OR SEPTIC TANK RISERS TYPICAL FLOAT HANGER ON CONCRETE PITS OR SEPTIC TANK RISERS SK1218 "EXTRA PROTECTION SYSTEMS" TWO PUMP SYSTEM The 'Extra Protection" Two Pump system is an economical solution to the costly duplex alternating pump system and ifs easy to install. The 'Extra Protection' Two Pump Systems consists of: a. The two nonautomatic pumps with VLFS of your choice b. One Alarm System c. Two Unicheck Valves as required ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that fits your needs and your budget. (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and time consuming problems associated with wear out or damages and the resulting system failures. (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection for costly and expensive surroundings. (4) Ability to change lead and lag positions by changing pump plug connection. (5) Easy and economical to install. KAP2 AMP 'ANNUM DISTANCE 2' BETWEEN PULPS ALARM PM 104028 ILLUSTRATED (AFACT ION SOX MO PLOD NOT INCLUDED) m SK878 THE BASEMENT SENTRY 12 Volt backup sump pump system model 507 & model 510 Application - For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection - When the primary AC pump fails due to power outages or system problems. • Storms • Brownouts • Wiring or electrical problems Extra Protection - When the primary pump fails to keep up with excessive water due to rain or overloading. Includes: - Pump and control - Charger - Fittings - Battery Case (Battery Not Included) For submersible or pedestal installations. See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. © Copyright 2007 Zoeller Co. All rights reserved. 5 PUMP PERFORMANCE CURVE a a- a- u 72 a 4111 140 13e 1a in to 116 ne tm to a a a 0.44018 PUMP PERFORMANCE CURVE EFFLUENT AND/OR DEWATERING MODELS 3/5 , 12'1 314" SOLID PASSING CAPACITY MODEL Feel 5 10 15 20 25 30 40 50 60 70 80 90 100 110 120 130 SlwFdl Head: 3.0 49 Wets Gal. 1.5 32 4.8 10 6.1 7.6 122 152 16.3 213 24.4 27.4 30.5 33.5 36.6 39.6 to u a 7 1,56 19 to nr 137 to Lien 121 95 38 185.(5.5a) 53055 5759 43 34 19 tiers 163 129 72 19156.(5.942) a a a a II a a a a IS 142 to al 142 142 72 30 14 Gal. 100 53 65 70 70 92 45 20 581417.742) U", 144 114 53 189(5.542) _ 161/4161 Lana 379 352 322 299 265 235 170 76 009922 PUMP PERFORMANCE CURVE SUMP I EFFLUENT MODELS 318", 112" & 314" SOLIDS PASSING CAPACITY 76 50 40 30 17 Dal 81 8 1 40 57 56 46 33 15 ( WAN° 1778 U". 189 151 114 64 251L(78m) 163/4163 231 231 to 223 216 208 172 125 57 98 Gal 72 81 45 25 23 11.(7.00) 165/4165 61 61 61 eo 59 58 55 58 se 52 193 121 34 50 23 10 LBen 273 231 170 95 Lane 231 231 231 223 no 208 190 148 87 38 19 6013.4•1 137/139 Gat 93 78 64 38 289(790) 185/4185 96 70 51 32 Lien 352 299 242 138 Laws 322 739 140/4140 Gal 98 80 73 66 59 49 28 506.(152m) 186/4186 GaL 58 58 58 58 58 58 15 31 18 Lain 326 303 278 250 n3 165 106 Lana 220 220 220 no 220 220 2X1 no nO 197 175 117 60 15 1149(34.789 151 50 45 38 29 18 Gal. 145 140 134 128 122 118 104 90 51 28 9111127 731 Lie" 189 170 144 110 81 306.(9.142) 166/4188 Uen 549 530 507 439 394 341 193 106 152 GaL 89 81 53 44 34 23 Lie" 261 231 201 187 129 67 38A(11600 189/4189 145 140 135 131 125 120 109 es 95 51 34 17 Lon 549 530 511 473 454 413 387 322 281 193 129 64 1109(33.519 Id CAUTION I Model 185/4185 should not be subjected to less than 30 feet TDH. 153 Gal. 71 70 61 52 42 33 11 1 0 Liters 291 231 197 159 125 42 44 9(13.4m) 191 Gal. Ulan 45 170 45 170 45 170 45 170 45 170 45 170 45 170 45 170 170 45 170 45 170 45 170 40 151 114 20 78 38 1371(41.842) w- 14- 12 a 2 WOW 69 116 242 2a 1600P66111015 420 410 ea 32 20 9 18 of 18 14 12 60 7 IIIHII ITIZSg*3111 211 70 60- 55 SEWAGE AND DEWATERING MODEL 211 1100 ON 12 0 71 n 122 - 1111 - 421 111 264 ON 141 206 an 142 » es D7 IN 267 IN • ul IN 1 n. 266 294 137 ss 31 3010 279/270 Osi 117 NI 44 284 295 Laset 1u 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 180 170 160 190 200 210 220 262/4282 so all01 Nal NI 342 a] in 2644284 157 S 0107.1 009904 Lim NI 292/4292 142 - 293/4293 IN lasim NO IN IN PUMP PERFORMANCE CURVE SEWAGE MODELS 2" SOLIDS PASSING CAPACITY IA CAUTION I subjected to less than 15 feet TDH. Model 293/4293 should not be 24 4 GALLONS LITERS 0 ao 240 320 400 480 FLOW FIR 0.100gE 560 840 720 C Copyright 2007 Zoeller Co. All rights reserved. , 7u4L /T g/AFPO Slice /V, Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. • Available in high density polyethylene structural foam, polyethylene or fiberglass. • Ideal for residential, commercial and industrial applications. • Complete with necessary sealing hardware and flanges. • Available with 2" or 3" vent and 2" or 3' discharge. • Lid with gasket and 4" C. I. Inlet hub with anticorrosion coating are included with the sewage basins. Centerline of hub Is located 10% from top of basin (std.). Custom locations available. Polyethylene sewage pump basins are IAPMO approved. For 10' stack test models, refer to charts on pages 2 and 3. • Sealed (Radon) basins for sump pumps In 18" x 22" and 18" x 30" sizes. • Polyethylene sump basin available with plastic non - sealed covers in 18" x 22 ". MAiL TO: P.O. BOX 16347 • Loulsvi<le, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502)778-2731 • 1(800) 928 -PUMP • FAX (502) 774 -3624 SUMP/SEWAGE BASINS COMPARE THESE FEATURES 18" SUMP BASIN COVERS ONLY One Piece, Polyethylene Molded with 3" x 13" Opening PIN 17 -0135 One Piece, Steel with 3" Vent, 1W Discharge, and Cord Grommet (Radon Lid) PIN 17 -0131 SUMP AND RADON BASINS 18" x 22" Heavy Duty Polyethylene,no inlet hole and hub (P/N 31- 0444). 18" x 22' Radon basin with inlet and hub (PM 31 -0251). 18" x 30" Poly, 4' inlet -grommet (loose), no Inlet hole. Includes one -piece blank poly cover w /cord seal (PIN 31- 1855). 18' Cover - One Piece, Polyethylene with 1 W Dis- charge and Cord Grommet. PIN 17-0204 SEWAGE BASINS 18' x 30' Premium Basin with Split Cover, AFD, Torque Stops, Black. PIN 31.1665 Products may not be exactly as pictured NOTE: Polyethylene basins should be used for indoor installations only. ® Copyright 2007 Zoeller Co. All rights reserved. • Sewage basins are watertight and gas -tight when properly installed. • Durable steel cover with gasket standard on simplex and duplex sewage basins. • One- piece, seam -free construction on all basins. • Duplex covers include two pump plates and inspection plate. • Ready to install for economical and simple installation. • Dimensional Engineering data available. • Temperature rated 130 °F. • Fiberglass models available that will pass the 10' water stack test (Refer to charts on pages 2 and 3). (L. A. - RR -5311) Various custom diameters & lengths available in fiberglass, consult factory. Also with 10' water stack test. CONSULT FACTORY FOR LARGER SiZE BASINS OR SPECIAL APPLICATIONS. visit our web site: www,zoeller.com SECTION: 3.10.030 FM0487 0307 Supersedes 0705 SIMPLEX BASINS & COVERS Size 2' Vent 3" Vent BASIN COVERS 4' Inlet 2" Discharge 2' Discharge 3" Discharge STYLE IAPMO LISTED STYLE IAPMO CAPABLE 18"X 30" 31 -0081 N/A N/A Poly Steel - Split ZZZr }yyrZZZZZZZrZ Cast Iron Hub 18 "X30" 31 -0091 31 -0084 31 -0082 Poly Steel - Solid Cast Iron Hub 18' X 30" 31 -0154 31 -0157 31 -0155 Fberglass Steel - Split Cast Iron Hub 18" X 30" 31 -0159 31 -0162 31 -0161 Poly Steel - Solid -10' Stack Pipe Seal 18" X 30" 31 -0214 31 -0217 31 -0215 Fiberglass Steel - Solid - 10' Stack Cast Iron Hub 18 "X 31 -1649 31 -1650 31 -1651 Poly Structural Foam, AFD PSF - Solid -10' Stack Snap -In Hub 18" X 30" 31 -1652 31 -1653 31 -1654 Poly Structural Foam PSF - Solid -10' Stack Combo Hub 18" X 30" 31 -1655 31 -1656 31 -1657 Poly Structural Foam PSF - Solid - 10' Stack Snap -In Hub 18 "X30' 31-0608 31 -0611 31 -0609 Poly (Integral Side Vent) Z Poly - Solid Pipe Seal 18" X 30' 31 -0615 N/A N/A Poly Steel - Solid Pipe Seal 18" X 30" 31 -1098 N/A NIA Poly Structural Foam Poly - Solid Combo Hub 18 "X30' 31 -1099 31 -1101 31 -1100 Poly Structural Foam Poly - Split Combo Hub 18'X30' 31 -1338 31 -1338 N/A Poly Structural Foam Poly - Solid Snap -In Hub 24" X 30" 31 -0004 31 -0027 31 -0006 Fiberglass Steel - Solid Cast Iron Hub 24' X 30' 31-0039 31 -0042 31 -0040 Poly Steel - Solid Cast Iron Hub 24' X 30" 31 -0218 31 -0221 31 -0219 Fiberglass Steel - Solid -10' Stack Cast Iron Hub 24' X 36' 31 -1102 31 -1104 31 -1103 Poly Structural Foam Poly - Split Combo Hub SUMP BASIN COVERS Item No. Description 17 -0135 18' Cover - One Piece, Polyethlene Molded with 3" x 13' Opening 17 -0131 18' Cover - One Piece, Steel with 3" Vent, 1W Discharge, and Cord Grommet (Radon Lid) 17 -0294 18' Cover- One Piece, Polyethylene with 1 W Discharge and Cord Grommet SUMP BASINS Item No. Description 31-0444 31-0251 Polyethylene Basin without Hub & Hole -18" x 22" Polyethylene Basin with Inlet Hole, without Hub -18" x 22" SIMPLEX SEWAGE BASINS 18" x 30" Polyethylene Structural Foam, Polyethylene or Fiberglass 24" x 30" Polyethylene or Fiberglass SIMPLEX BASIN and COVER INCLUDES: Discharge and Vent Flange Cord Seal 4" Inlet Hub - Cast Iron Shown Gaskets and hardware COMBO HUB (Poly Structural Foam Only THREE BOLT HUB FOR DWV PIPE PIPE SEAL HUB SNAP -iN HUB (Poly Structural Foam Only) DUPLEX SEWAGE BASINS t 36' K 36' K 48" Polyethylene or Aberglass Polyethylene or Fiberglass Fiberglass DUPLEX BASIN AND COVER INCLUDES: Discharge and Vent Flange Cord Seals 4' Inlet Hub Inspection Plate Gaskets and hardware 18" & 24" DIAMETER BASIN AND COVERS POLYETHYLENE/POLYETHYLENE STRUCTURAL FOAM /FIBERGLASS C Copyright 2007 Zoeller Co. All rights reserved 2 BASIN DIMENSIONS Available in: Size Gallon Capacity A B C DE 2" Str. Foam Poly Fiber Glass x x x 18" x 30' 30 30' 16W 18" 22' 10W NA x x 24" x 30" 60 30" 24' 26" 30" 10%: x NA NA 24' x 36' 72 36" 22W 25W 30' 10W NA x x 30" x 36' 108 36" 30' 32' 36" 10W NA x x 36" x 36' 159 36" 36" 38' 42' 10W NA NA x 48" x 48' 376 48' 48" 48W 55W 10W Hub Size (Curved Mount • Cast iron) Basin Size 18" 24" 30" 36" 42" 48" 2" 010749 010749 010749 010749 010749 010749 3" 010124 010124 010124 010124 010124 010124 4" NA 004997 004997 004997 004997 004997 5" NA 010125 010125 010125 010125 010125 6" NA 007818 007818 007818 007818 007818 8' NA 010057 010057 010057 010057 010057 THICKNESS OF BASINS Size Structural Foam Poly Fiberglass 18" x 30" 0200 0.200 0.188 24" x 30" N/A 0.200 0.188 24" x 36" 0.250 N/A N/A 30" x 36" 0.312 0.230 0.188 36" x 36" N/A 0.230 0.188 48" x 48" N/A N/A 0.250 THICKNESS OF COVERS Size Steel Split Steel Solid Poly Solid Poly Split Fiberglass 18" 0.075 0.115 0.345 0.312 N/A 24' NiA 0.115 N/A 0.343 N/A 30' N/A 0.125 N/A N/A 0.250 36' N/A 0.125 N/A N/A 0.375 48" N/A 0.250 N/A N/A 0.500 Hub Size (Pipe Seal Grommets) All Basin Sizes Hole Size Required in Basin 1W 008813 t•41 rrs N 1W 009838 1'/z" 005882 1'/z' 009170 2" 005588 3" 005587 4" 005196 6" 009850 Hub Size (Flat Mount• Cast Iron) Basin Size (Poly structural foam only) (Combo Hub) Basin Size 24" 30" 18" I 24" I 30" I 36" I 42" I 48" 4" 012094 012094 005198 (Fds all basins with a flat on side) Hub Size Basin Size (Poly structural foam only) (Combo Hub) 18" 24" 30" 3" 013505 013505 013505 4" 012094 012094 012094 8" DIAMETER BASIN AND COVERS - POLYETHYLENE/FIBERGLASS DUPLEX BASINS & COVERS Size 30" X 36" 30" X 36" 30" X 36" 30" X 36" 36 "X36" 36" X 36" 48' X 48" 2" Vent Discharge 31 -1105 31 -0043 31 -0071 31 -0222 31 -0047 31 -0010 31 -0124 3" Vent 2" Discharge 31 -1107 31 -0046 31 -0074 31 -0225 31 -0050 31 -0057 31 -0127 3" Discharge 31 -1106 31 -0044 31 -0072 31 -0223 31 -0048 31 -0011 31 -0125 BASIN STYLE Structural Foam Poly Fiberglass Fiberglass Poly Fiberglass Fiberglass IAPMO LISTED N N N N N N N COVERS STYLE Solid - FG'- Duplex Stee - Solid - Duplex Stee - Solid - Duplex Stee - Solid - Duplex -10' Stack Stee - Solid - Duplex Stee - Solid - Duplex -10' Stack Stee - Solid - Duplex -10' Stack IAPMO CAPABLE N N N Y N Y Y 4' Inlet Combo Hub Cast Iron Hub Cast Iron Hub Cast Iron Hub Cast Iron Hub Cast Iron Hub Cast Iron Hub Curved mount requires mounting on curved side of basin. ® Copyright 2007 Zoeller Co. All rights reserved. 3 NOTE: Basins are not designed to be installed where saturated soil hydrostatic pressure extends above the top of the pit unless the pressure is relieved by an independent drainage system. Basin cover vent and discharge seals may be rubber insert or bolted on flange design. CONSULT FACTORY FOR LARGER SIZE BASINS OR SPECIAL APPLICATIONS D (DIA. I.D.) BASIN CAST IRON HUB (4 ") OR PIPE SEAL (4') OR SNAP IN HUB (4 ") 5x18550 SIMPLEX OUTDOOR BASINS - FIBERGLASS ONLY - NO HOLES DRILLED Size Item No. Description 24" X 48" 31 -0866 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 24" X 60" 31 -0946 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 24" X 72" 31 -0594 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 30" X 48" 31 -1830 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 30" X 60" 31 -1831 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 30" X 72" 31 -1586 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring All basins include 5 field installed adapta -flex seals - (1) 1'/. ", (1) 1W , (2) 2" and (1) 4" grommets. DUPLEX OUTDOOR BASINS - FIBERGLASS ONLY - NO HOLES DRILLED Size Item No. Description 36" X 48" 31 -1450 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring 36" X 60" 31 -1451 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti-Flotation Ring 36" X 72" 31 -1452 Solid Fiberglass Basin with Solid Fiberglass Cover and Anti- Flotation Ring All basins include 5 field installed adapta -flex seals - (1) 1'/a ", (1) 1'/2 ", (2) 2" and (1) 4" grommets. ADDITIONAL BASIN SIZES WITH OPTIONS (ie Rail Studs) ARE AVAILABLE. CONSULT FACTORY. Solid Fiberglass Cover ww•.zoe0er.com °OUTDOOR" OUTDOOR BASINS AND ACCESSORIES Fiberglass Basin with Anti - Flotation Ring SK2278 ACCESS PATE INSPECTION PLATE Item No. Color Material Size Dimension (Wx H) Pipe Area Screen Area 10 -1753 Black Plastic 2" Male NPT 4.625" X 3.125" 3.1 sq. in. 6.9 sq. In. 10 -1461 Green Metal 2" Male NPT 4.625" X 3.125" 3.1 sq. In. 6.9 sq. in. 10 -1462 Green Metal 3" Male NPT 6.875" X 4.500" 7.1 sq. In. 19.6 sq. in. 10 -1463 Green Metal 4" Male NPT 9.250" X 5.000" 12.6 sq. in. 35.8 sq. in. 10 -1464 Green Metal 6" Male NPT 11.125" X 6.625" 28.3 sq. in. 42.5 sq. in. MAIL TO: RO. BOX 16347 Louisville, KY 40256-0347 SHIP TO: 3649 K Y 40211-1961 Cane Run Road Louisville, K P !/MP !O. (502)778-2731 FAX 502)774- 3624�PUMP © Copyright 2007 Zoeller Co. All rights reserved. ca e + VgIP r r I r t I I T I I . r BU FX COVFR INDOOR" OUTDOOR TANK VENTS Manufacturers of.. D2LELIMIER QaaurYPaws Slick- 151.7 SK /8688 SINGLE SEAL 1 264 1 266 1 267 1 268 270 282 284 292 293 294 295 404 405 DOUBLE SEAL 4270 4282 4284 4292 4293 4294 4295 4404 4405 a/AL /77 P!/MPS 1NL•E /8J " Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. http: //www.zoeller.com SINGLE PHASE SYSTEM GENERAL Check Applicable Series: Pump motor shall be hermetically sealed, submersible type, operating in a high quality dielectric oil for cooling the windings and for lubrication of the motor bearings and ceramic - carbon shaft seal. Single phase motor shall have internal automatically resetting, thermal overload protection. Construction shall be of cast iron with 100% baked -on powder coated epoxy finish for corrosion resistance and longer casting durability. All fasteners and external metal parts shall be of stainless steel. Impeller shall be of vortex non -clog design. (Addition noted below.) 264 (.4 HP) model pump shall have a perma- nent split capacitor motor with capacitor at- tached to the motor. Cast iron switch case, pump housing, motor housing with plastic impeller and base. 266 (1/2 HP) model pump shall have split phase motor with current sensing, starting relay enclosed in switch housing cast iron MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502) 778 - 2731.1(800) 928-PUMP • FAX (502) 774 -3624 ® Copyright 2003 Zoeller Co. All rights reserved. SPECIFICATIONS SEWAGE /SUMP DUPLEX SYSTEM ZOELLER COMPANY SUBMERSIBLE SEWAGE OR DEWATERING PUMPS SECTION: 5.10.310 FM0615 0103 Supersedes 0502 CAST IRON SERIES DUPLEX SYSTEM Furnish two Zoeller nonautomatic submersible pumps, Model Single Seal or Model Double Seal, with an Electrical or Mechanical Alternating System. Pumps shall have a capacity of GPM against a Total Dynamic Head of feet. Motor specification: voltage, cycle, phase, HP. Discharge to be 2" or 3" NPT or 4" flange (404/4404, 405/4405 only). Cord length to be feet. Pump shall be mounted on rail system with NPT or flange discharge. Pumps will pass 2" Solids (264, 266, 267, 268, 270/4270, 282/4282, 284/4284, 292/4292, 293/4293, 294/4294, 295, 4295), or 3" Solids (404/4404, 405/4405). Pumps shall be UL listed, CSA approved, SSPMA certified, State of Wisc. approved, other (Specify )• switch case, motor housing and pump hous- J ing with plastic impeller and base. 267 (1/2 HP) model pump shall have split phase motor with current sensing, starting relay enclosed in switch housing. 268 (1/2 HP) model pump shall have split phase motor with current sensing, starting relay enclosed in switch housing. Discharge shall have a permanently affixed 2" female - 3" male combination discharge hub. 270 (1 HP) model pump shall have a perma- nent split capacitor motor with capacitor in the switch housing attached to the pump. The impeller shall be cast bronze. Motor housing shall be cast iron. Discharge shall be a 2" female NPT hub. 4270 (1 HP) model pump with double carbon/ ceramic shaft seals shall have a permanent split capacitor motor with capacitor in the switch housing attached to the pump. The impeller shall be cast bronze. Motor housing shall be cast iron. Discharge shall be a 2" female NPT hub. The lower seal cavity shall be oil - filled. • 282 (% HP) 284 (1 HP) cast iron series pump shall have a permanent split capacitor motor with run capacitor and magnetic contactor (284 only) enclosed in a switch housing attached to the pump. Impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. 4282 (%2 HP) 4284 (1 HP) cast iron series pump with double carbon /ceramic shaft seals shall have a permanent split capacitor motor with run capacitor and magnetic contactor (4284 only) enclosed in a switch housing attached to the pump. Impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. The lower seal cavity shall be oil- filled. 292 (% HP) 293 (1 HP) 294 (1% HP) 295 (2 HP) cast iron series pump shall have a permanent split capaci- tor motor with capacitor and magnetic con- tactor enclosed in a switch housing at- tached to the pump. The impeller shall be cast bronze. Motor housing shall be cast iron and finned for extra cooling capability. 4292 (% HP) 4293 (1 HP) 4294 (1% HP) 4295 (2 HP) cast iron se- ries pump with double carbon /ceramic shaft seals shall have a permanent split capaci- tor motorwith capacitor and magnetic con- tactor enclosed in a switch housing at- tached to the pump. The impeller shall be cast bronze. Motor housing shall be cast iron and finned for extra cooling capability. The lower seal cavity shall be oil- filled. 404 (2 HP) 405 (3 HP) cast iron series pump shall have a permanent split capacitor motorwith capacitor enclosed in a switch housing attached to the pump. Impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. 4404 (2 HP) 4405 (3 HP) cast iron series pump with double carbon /ceramic shaft seals shall have a permanent split capacitor motor with capacitor enclosed in a switch housing attached to the pump. The impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. The lower seal cavity shall be oil- filled. THREE PHASE PUMPS © Copyright 2003 Zoeller Co. All rights reserved. 2 Pump motor shall be hermetically sealed, submersible type, operating in a high quality dielectric oil for cooling the windings and for lubrication of the motor bearings and ceramic- carbon shaft seal. Pump motor shall have external magnetic contactor and overload protection. All fasteners and external metal parts shall be of stain- less steel. Impeller shall be of vortex non -clog design. 266 ('/z HP) 267 ('/2 HP) 268 ('/2 HP) Series shall have a 4 -pole squirrel cage induction motor. 282 (% HP) 284 (1 HP) Series shall have a 4 -pole squirrel cage induction motor. The motor housing shall be finned for extra cooling capability. 4282 (% HP) 4284 (1 HP) cast iron series pump with double carbon /ceramic shaft seals shall have a 4 -pole squirrel cage induction motor. Impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. The lower seal cavity shall be oil- filled. 293 (1 HP) 294 (1% HP) 295 (2 HP) Series shall have a 2 -pole squirrel cage induction motor. Impeller shall be of cast bronze and pump housing shall be cast iron. The motor housing shall be finned for extra cooling capability. 4293 (1 HP) 4294 (1'/ HP) 4295 (2 HP) cast iron series pump with double carbon /ceramic shaft seals shall have 2- pole squirrel cage induction motor. The impeller shall be cast bronze. Motor hous- ing shall be cast iron and finned for extra cooling capability. The lower seal cavity shall be oil- filled. 404 (2 HP) 405 (3 HP) series shall have a 4 -pole squirrel cage induction motor. Impeller and motor housing shall be cast iron. The motor housing shall be finned for extra cooling capability. 4404 (2 HP) 4405 (3 HP) cast iron series pump with double carbon /ceramic shaft seals shall have 4 -pole squirrel cage induction motor. Impeller and motor hous- ing shall be cast iron. The motor housing shall be finned for extra cooling capability. The lower seal cavity shall be oil- filled. ALTERNATING SYSTEM ELECTRICAL ALTERNATING SYSTEM Alternator - Single Phase A Zoeller Electrical Alternator Panel with three (3) 10 -0225 Variable Level Float controls shall be furnished. Panel shall be UL Listed or CSA approved and shall include an alternating circuit, separate contact relays, run lights, circuit breakers and H -O -A switches for each pump. Also included shall be a numbered terminal strip and a high -water alarm and light. Overload protection shall be furnished in the pump motor. Panel shall have NEMA rating. Electrical components sized for a Zoeller model volt, cycle, phase, HP pump. Alternator - Three Phase A Zoeller Electrical Alternator Panel with three 10 -0225 Variable Level Float controls shall be fur- nished. Panel shall be UL Listed or CSA approved and shall include an alternating circuit, sepa- rate magnetic starter with overload protection, run lights, circuit breakers, and H - O - A switches for each pump. The control panel shall include a transformer to reduce control voltage to 115 volts. Also included shall be a numbered terminal strip and a high water alarm and light. Panel shall have a NEMA -4X rating. Electrical components shall be sized for a Zoeller model volt, cycle, phase, HP pump. Variable Level Float Controls - Single Phase or Three Phase Variable Level Float Controls shall provide automatic operation of pumps and alarm. Two controls shall close circuit for on /off operation at selected levels as required to rotate operation of pumps. The third vari- able level float switch shall close an override circuit to operate both pumps and to activate the alarm. The C Copyright 2003 Zoeller Co. All rights reserved. 3 variable level float control switch shall be omnidirec- tional, normally open, and shall include a 15' SJOWA neoprene cord. All controls shall be fastened to a float switch mounting pipe with plastic tie mounting straps. The pipe, attached to the underside of the removable inspection plate on the basin cover, shall be furnished and installed by the contractor. MECHANICAL ALTERNATING SYSTEM Alternator - Single Phase A Zoeller 10 -0072 or 10 -0075 (includes alarm switch) "M -Pak" mechanical alternator shall be supplied to control sump level. Alternator shall be UL Listed and shall have 2 -pole alternating switch with adjustable tension. Alternator shall provide on /off op- eration at selected levels and shall provide an override to operate both pumps in parallel when required. Alternator control shall be contained in a NEMA 1 enclosure and shall be fastened to and furnished with a separate cast iron stand. Stainless steel float shall be 7" diameter and mounted on a 6' brass rod. Rod shall be sealed in a gas -tight neoprene convoluted tube sealed where it passes through the cover mount stand. Four adjustable stops shall be included. (Addition noted below.) A 10 -0075 "M -Pak" mechanical alternator shall provide an alarm switch to sound a 10 -0015 (115V) or a 10 -0016 (230V) "A -Pak" alarm when activated. Included shall be a six (6) inch steel alarm bell, which shall sound sixty -eight (68) decibels at a distance of ten (10) feet, and a dual mount UL Listed transformer, which shall step down 115V or 230V 1 Ph line voltage to 8V. (For three phase me- chanical alternating systems - Consult Factory.) ACCESSORIES /MISCELLANEOUS UNICHECK 30 -0021, (Clamp union valve) (2 inch) full flow check valve, rated at 4.3 psi pressure (10 feet TDH) at 130° F shall be furnished to fit 2 inch ABS, PVC, CPVC, steel or copper piping. Unicheck shall have valve body and seat of PVC plastic and shall be assembled with thru bolts. Gasket and flapper shall be neoprene with brass or stainless steel backing plates and stainless steel rivet. Unicheck shall include two (2) neoprene unions and four (4) stainless steel clamps and fasteners. 30 -0151 (Clamp Union Valve) 2 inch full flow check valve, shall be cast iron, shall be fur- nished to fit 2 inch ABS, PVC, CPVC, steel, or copper piping. Unicheck valve body, gasket and flapper shall be neoprene with brass backing plates and stainless steel rivet. Unicheck shall include two (2) neoprene unions and four (4) stainless steel clamps and fasteners. 30 -0020 (2 inch) or 30 -0030 (3 inch) IPS full flow compression union check valve shall be furnished. Unicheck body and com- pression end fittings shall be constructed of PVC. Flapper and end seals be Buna -N. Valve shall include no metallic parts. Pres- sure rated at 25 PSI (57 feet TDH) at 130° F. 30 -0152 (2 inch) or 30 -0160 (3 inch) cast iron full flow check valve with female N.P.T. Rated 50 PSI (115 feet TDH) at 130° F Neoprene polyester reinforced flapper with cast iron and brass backing plates and stain- less steel fastener. 30 -0170 (4 inch) Flanged cast iron check valve. Rated at 125 PSI steam pressure. Cast iron body, cover and case, bronze disc, stainless steel fitted, shall be installed in horizontal position. Tri- Check/Combo, 30 -0101 or 30 -0103. SUMP BASIN A Zoeller IAPMO approved polyethylene basin, .230 inch thick, or Zoeller fiberglass basin, 3/16 inch minimum thick, inches inside diameter by inches deep shall be furnished. The basin shall include four (4) inch cast iron caulk hub inlets with anticorrosion coating. The center line of the hub(s) shall be located nine (9) inches from the top of the basin. The basin shall also include a .125 inch thick steel sump cover. Cover shall have two (2) pump installation plates and an inspection plate. Optional anti - flotation ring can also be provided. Also included shall be two (2) neoprene seals for pump cords, neo- prene seal for vent and discharge flanges, foam cover seal and plated steel fasteners. Cover shall include a inch vent and two (2) inch discharge flanges with mounting hardware. © Copyright 2003 Zoeller Co. All rights reserved. 4 PIPING & POWER WIRING All piping shall be rigid and permanent in nature and shall be furnished and installed by the contractor. A unicheck shall be installed in the discharge pipe. A 3/16" vent hole shall be drilled in the discharge pipe belowthe check valve and pit cover to purge the system of trapped air. Power wiring shall be supplied by the electrical contractor. Power wiring for pumping system and alarm system shall be connected to separate circuits. EXTRA DUTY Where conditions require, specify extra duty for ad- verse operating conditions. HI TEMPERATURE PUMPS For applications up to 200° F continuous operation, specify High Temperature Zoeller Co. models. See literature on High Temperature pumps, FM0806 and FM0807, for additional information. For 200° F specifi- cation sheet, see FM0817. PUMP DISCONNECTS AND RAIL SYSTEMS Where conditions, due to safety, health and the economy of maintenance require pump disconnects or rail sys- tems specify: 39 -0002, 2" NPT Disconnect (Non -pump Supporting) 39 -0004, 2" NPT Rail System (Non -pump Supporting) 39 -0083, 2" NPT Galv. Ez Out (Pump Supporting) 39 -0084, 2" NPT S.S. Ez Out (Pump Supporting) 39 -0074, 3" NPT Galv. Ez Out (Pump Supporting) 39 -0075, 3" NPT S.S. Ez Out (Pump Supporting) 39 -0073, 4" Flanged Rail System Carbon Steel Fitted (Pump Supporting) 39 -0016, 4" Flanged Rail System S.S. Fitted (Pump Supporting) Square Guide Rail Systems shall include single rigid stainless steel square rail design, red brass disconnect fitting, cast iron angle arm bracket and guide plates. Galvanized or stainless piping, PVC ball valve, cast iron check valve. Rail system shall be for a Zoeller Model with a inch discharge. Rail system will be for a inch diameter basin. C) 0 N O O w N 0 CD C) 0 o . m U W a NOTE: A minimum of 4' of pea gravel around the outside of tank throughout the depth and underneath the tank is required. 4' INLET Hue BASIN 0001ER NONAUTOMATIC SEWAGE PULP r DA STWNLE55 STEEL FLOAT SEWAGE DUPLEX SYSTEM WITH MECHANICAL ALTERNATOR (SINGLE PHASE) GAS TIGHT METAL GOMR 11-PAX" MECWHICAL &TERMATM WITH MARV MTCN WE VALVE FLOOR LEVEL A-PN WARM ALNM LEVEL OVERRIDE LEVEL (BOTH PUMPS AGITATED) ON LEVEL offi, // 4 OF CRAWL VENT HOIE OFF LEVEL SK482 SEWAGE DUPLEX SYSTEM WITH MECHANICAL ALTERNATOR (SINGLE PHASE) CHECK VALVE GATE VALVE SK483 0 M. 0 0 w ID O) P, C) 0 NOTE: A minimum of 4' of pea gravel around the outside of tank throughout the depth and underneath the tank is required. 4 0. ca INLET HUB CD BASIN — m P- 3/16 VENT HOLE ZOELLER NONAUTOMATIC SEWAGE PUMP SEWAGE DUPLEX SYSTEM WITH ELECTRICAL ALTERNATOR (SINGLE OR THREE PHASE) ALARM LIGHT ELECTRICAL ALTERNATOR CONTROL PANEL INDICATOR LAMPS TOGGLE SWITCHES GATE VALVE FLOAT SUPPORT FABRICATED FROM PVC OR S.S. PIPE 2" OR 3" DISCHARGE PIPE ALARM LEVEL (BOTH PUMPS ACTIVATED) ON LEVEL ZOELLER VARIABLE LEVEL CONTROL SWITCH OFF LEVEL 4" OF GRAVEL SK484 CORDS FOR VARIABLE LEVEL FLOAT SWITCHES INLET HUB SEWAGE DUPLEX SYSTEM WITH ELECTRICAL ALTERNATOR (SINGLE OR THREE PHASE) TOP VIEW r /1 lebK 1 2" OR 3" VENT "E —PAK" ELECTRICAL ALTERNATOR INSPECTION PLATE PUMP CORD CORD SEAL PUMP PLATE BASIN COVER CHECK VALVE GATE VALVE 2" OR 3" DISCHARGE PIPE SK485 OEM • VALVE CHECK VALVE PUMP DISCONNECT SYSTEM VENT HOLE PULL ROD DISCONNECT CABLE SK1531 INTERMEDIATE GUIDE RAIL BRACKET REQUIRED FOR BASIN DEPTHS GREATER THAN 10'. PUMP DISCONNECT WITH RAIL SYSTEM VALVE PULL ROD CABLE DISCONNECT • tam RAIL CHECK VALVE VENT HOLE PrA 4 a SK1 735 BALL VALVE CHECK VALVE CABLE 3/16" VENT HOLE SQUARE RAIL SYSTEM PULL ROD DISCONNECT SQUARE RAIL SK1650 4041405, 440414405 AND SEWAGEIWASTE GUIDE RAIL SYSTEMS CABLE 0 i I 0 4 0 I 0 0 0 GUIDE RAILS 2" IPS VALVE SHOWN 4" CHECK 0 o 0 0 0 0 it 0 0 - 0 .11._. =. 0 4" DISCHARGE 0 0 &ill . ELBOW 04°4 0 6.4-4-40-4,-.4-AffrAffrailwarAgrAired ■ o - 3/16" VENT HOLE SK1100B December 3, 2007 Ralph Milleson 2345AvS Edmonds WA 98020 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 to REVISION #1 Plumbing/Gas Piping Application Number PG07 -219 Jamba Juice —17100 Southcenter Py, Ste 104 Dear Mr. Milleson, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Department has no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. encl ifer • shall it Technician xc: File No. PG07 -219 P:\Pemit CenterlCorrection Letters \2007\PG07 -219 Corr Ur #2 to Rev #1.DOC )em 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: November 28, 2007 PROJECT: JAMBA JUICE 17100 Southcenter Pkwy, Ste 104 REVIEW #: 1 PERMIT NO: PG07 -219 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Public Works received pump sizing calculations for proposed duplex sewage pump system, however, a cut sheet of proposed pump system (requested in November 8, 2007 Public Works comments) was not included in your November 21, 2007 revision submittal. (P:Joanna S /Comments 1 PG07 -219 PWa) November 16, 2007 Ralph Milleson 2345AvS Edmonds WA 98020 RE: CORRECTION LETTER #1 to REVISION #1 Plumbing/Gas Piping Application Number PG07 -219 Jamba Juice —17100 Southcenter Py, Ste 104 Dear Mr. Milleson, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Department has no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throueh the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, encl ifer • shall it Technician xc: File No. PG07 -219 City of Tukwila P:\Pemrit Center\Cor ection Letters\2007\PG07 -219 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: November 8, 2007 (P:Joanna S /Comments 1 PG07 -219 PW) PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: JAMBA JUICE 17100 Southcenter Pkwy, Ste 104 PERMIT NO: PG07 -219 PLAN REVIEWER: Contact Joanna Spencer (206)431 -2440 if you have any questions regarding the following comments. 1) Please submit pump sizing calculations for proposed duplex sewage pump system prepared by a WA State licensed engineer together with a cut sheet of proposed system. Refer to Plumbing Key Note #4 on sheet P -102. 2' August 28, 2007 Ralph Milleson 234 5 Ave S Edmonds WA 98020 RE: Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG07 -219 Jamba Juice —17100 Southcenter Py, Ste 104 Dear Mr. Milleson: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 24, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Allen Johannesen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throufh the mail or by a messenxer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: PG07 -219 1 I rshall 'cian city of Tukwila P:\Permit Center\lncomplete Letters\2007\PGO7 -219 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 A Determination of Completeness Memo Date: August 28, 2007 Project Name: Jamba Juice Permit #: PG07 -219 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL. NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The 2003 International Building Code and 2004 WA State Energy code are specified on the cover sheet. The City of Tukwila has adopted the 2006 Building and Washington State Energy codes as of July 12007. Review construction plans and documents for compliance with 2006 building and energy codes which shall indude Washington State code amendments. Make changes to the code specifications shown on the cover page including any other code specifications within the plan set. 2. Provide only those sheets that are relative to the plumbing/gas work. Sheets shall be full size scaled drawings same as original plan set. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. ACTIVITY NUMBER: PG07 -219 DATE: 12 -04 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works - ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions Planning Division ❑ Permit Coordinator No further Review Required DATE: DUE DATE: 01-03-08 DATE: n C DUE DATE: 12-06-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: C Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -219 DATE: 11 -21 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY SUITE 104 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public ors Structural ❑ Permit Coordinator a l awl /44 114q- 61 TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -27 -07 Complete Incomplete ❑ 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 APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required Planning Division Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Ifin -- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 12- 2 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) FV( Notation: REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: PG07 - 214 DATE: 10 -31 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY, STE 104 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B ilt'ing Iii ision Public Wqrks , 1 r l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete rvf Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: Documents/routing slip.doc 2 -28-02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ir�ifiiT COORD COPY `T• PLAN REVIEW /ROUT[ NG SLIP Fire Prevention Structural DUE DATE: 11-29-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) Fr REVIEWER'S INITIALS: DATE: III 1- Bldg ❑ Fire ❑ Ping ❑ Planning Division ❑ Permit Coordinator DUE DATE: 11-01-07 Not Applicable ❑ No further Review Required DATE: Staff Initials: n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -219 DATE: 09 -06 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY, STE 104 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: a_ Bui i ng !vision k Pub Works sC? 114- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IA Incomplete ❑ Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY �- Fire Prevention Structural ❑ DATE: DATE: Planning Division Permit Coordinator No further Review Required C DUE DATE: 09-11-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-09-07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: PG07 -219 DATE: 08 -24 -07 PROJECT NAME: JAMBA JUICE SITE ADDRESS: 17100 SOUTHCENTER PY, STE 104 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ti Bui ng Divon Public Works 171-1/v1 Nit B • -01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 '�' PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete DATE: Planning Division C Permit Coordinator C n DUE DATE: 08-28-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DUE DATE: 09-5-07 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS l ig( 1 I D IM ki- 'Clel , 0 Summary of Revision: PrrQtf,nN, fir TiKAM' f-vg_ 6 1J tAL Summary of Revision: Received by: Aup N- ht ■ 1s. sod REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: ti (/ PERMIT NO: - 1 2 (5M, ( SITE ADDRESS: 1'-QV `I t D J ORIGINAL IS E DATE: IV I(C, REVISION LOG (please print) (please print) (please print) (please print) (please print) REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:• / /www.ci.tukwila.wa.us Plan Check/Permit Number: PG07 -219 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ?C ` . k /l L MI Project Address: 17$00 Southcenter Py Steven M. Mullet, Mayor Steve Lancaster, Director C ITY OF T DEC 0 4 2087l PERMIT CENTER Contact Person: A44.)?* t (Cc S Phone Number: q 25 —77 L —L( Pa sj Summary of Revision: Lv 4 ks - I-S ' I" pro poSs39 p� • �- p S y S Sheet Number(s): "Cloud" or highlight all areas of revision including date of r • ision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: P G 07-219 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Jamba Juice Project Address: 17100 Southcenter Py, Ste 104 Contact Person: 1t4- (,1p'4- IL—t% I (.4S o� Summar of Revision: Po p CA-cc o I, r,` c.v' s l?013Li L t t Sheet Number(s): 7 o Z "Cloud" or highlight all areas of revision including date of revist Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I, ( —.)- ` —( 7 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 'l ZS - 7 7 `f - t-1 1 S fa4 / tic O t RECEIVED my pc TI IKWlt.A NOV 212001 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 ( ).2,00 C City of Tukwila Project Name: Jamba Juice Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Response to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Address: 17100 Southcenter Py, Ste 104 \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: 111, 111P' \me Plan Check/Permit Number: PG07 -219 Contact Person: t4- tr t t f S c,ti Phone Number: Sheet Number(s): 11.ee0 1 P1ty �. 41 Off "Cloud" or highlight all areas of revision includi date of revision Received at the City of Tukwila Permit Center by: JCS Entered in Permits Plus on Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF T► OCT 31 2001 PERIv £- {z - 7 7 tp- -41 b$ Summary of Revision: RI? o1 ; our D F tJvA Car rf!444. tt,-S k L)„r£ 5 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http.• / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: olio / 2,0 0l Plan Check/Permit Number: 7& 07- 'L [Cj Tg Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: TktA 14 U GS, Project Address: (7 100 Sou, -Lhec. J b r2- P ILW y 5 i k foci Contact Person: ewt,Q H out l k4.5 o Phone Number: 1- l'LS -17 4 - L(I A S Summary of Revision: NI La. ...it 1- S4,4-0... pea P It, N. Qs ,`. c1 Sheet Number(s): P00 % Io l P IOZ PID3 "Cloud" or highlight all areas 0) revision including date of rev pp !cations orms- applications on Ime evision su mitts Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director CITY OFT UKWILA SEP I= 6 20011 PE RMIT CENTER Ploy Pbot , PSot Peon. Received at the City of Tukwila Permit Center by: tJV� \ ��'✓'� Entered in Permits Plus on License Information License WILCOC* 194Q0 Licensee Name WILCOX CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 319007592 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 234 5TH AVE SOUTH Address 2 11/21/2005 City EDMONDS County SNOHOMISH State WA Zip 98020 Phone 4257744185 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/20/1981 Expiration Date 12/10/2007 Suspend Date Separation Date Parent Company Previous License WILCOAE376NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WILCOX, ROBERT EUGENE PRESIDENT 11/20/1981 LESSARD, MATTHEW J SECRETARY 11/21/2005 LESSARD, JAMES MICHAEL VICE PRESIDENT 11/20/1981 11/21/2005 WILCOX, A E 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A SECRETARY 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WILCOC* 194Q0 10/15/2007 A i „ �1�. ■••r - I"1 _ . : ��� �, � �� � �� ❑ ,_ • ■�+ 1Mr� • ..t. ■lr r* ► � �� ►� ■■■■Ire■ ■ ■L�__ �r�•■ ■�� ■n���■ ■nom O ■r, ■i 111 /� tr El_ ' �■��� mod. l.... ssammataru . r a w j;..:4 1.• .. w ■ ■■ ■ ■∎ ■ ■■ ■ ■ ■ ■ ■ • ■ ■■■•••••• ■u■■■■■■22MEMIuiiIP •••••••••••••••■••� •I - . —, 4NUiiUr•■■ ■ubU SITE MAP (E) TRASH ENCLOSURES (E) MECH /ELEC ROOM (E) ACCESSIBLE PARKING (E) ACCESSIBLE WALKWAY JAMBA JUICE VICINITY MAP 2 (E) PARKING BY LANDLORD . __ . _1725O Southccnter Pkw fl ..._......... ril Al 98188 :3301 , 42007 fili*m IftCorp 1)C6 E ,=i off Tete ofh 3 r r S OUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. S UITE# 104 TUKWILA, WA. 98188 TRUE NORTH /1 TRUE NORTH PROJECT INFORMATION SCOPE OF WORK: LEASE SQUARE FOOTAGE: 1,507 OCCUPANCY GROUP: CONSTRUCTION TYPE: SPRINKLERED: SEISMIC ZONE: GOVERNING CODE CRITERIA: BUILDING CODE: ACCESSIBILITY CODE: LIFE SAFETY CODE: ENERGY CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: USABLE SQUARE FOOTAGE: OCCUPANT LOAD: M AT PLOYE ON TIME) SEATING COUNT: TOILETS PROVIDED: 4 B (PER IBC 303.1.1) TYPE V –B YES 726 DINING AREA: KITCHEN /SERVICE: BACK AREA /STORAGE: RESTROOMS /WALK –INS: TOTAL OCCUPANTS: 32 4 (MAXIMUM) DRY STORAGE CAPACITY: 25 LINEAR FEET EXITS PROVIDED: TWO EXITS DESIGN /BUILD UNDER SEPARATE PERMIT: 436 SF / 15 = 29 143 SF / 200 = 1 147 SF / 100 = 2 235 SF / O = 0 FIRE ALARM PLAN FIRE SPRINKLER PLAN SIGNAGE WALK –IN COOLER /FREEZER 2006 INTERNATIONAL BUILDING CODE ANSI LIFE SAFETY CODE NFPA 101 2006 WA STATE ENERGY CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIVERSAL PLUMBING CODE 2005 NATIONAL ELECTRICAL CODE INTERIOR SEATING = 9 (2 ACCESSIBLE PATIO SEATING = 10 (1 ACCESSIBLE TOTAL NUMBER OF SEATS = 19 TENANT IMPROVEMENT CONSISTING OF BUILD –OUT OF A LEASED SPACE IN AN EXISTING, ONE STORY, MULTI – TENANT BUILDING. WORK INCLUDES NON STRUCTURAL PARTITIONS, CEILINGS, AND FINISHES. 5 OWNER / TENANT / PROJECT DIRECTORY JAMBA JUICE COMPANY 6475 CHRISTIE AVE., SUITE 150 EMERYVILLE, CA 94608 PHONE: 510 - 596 -0136 FAX: 510- 653 -0628 CONTACT: DANIEL PARK CONSTRUCTION GEAR MANAGEMENT MANAGER 140 DOVER CT. SAN BRUNO, CA 94066 PHONE: 650- -- 826-- 4311(CELL) CONTACT: JOE LOUDERMILK LANDLORD WIG PROPERTIES 4811 134TH PLACE SE BELLEVUE, WA. 98006 PHONE: 425- 747 -8540 CONTACT: MON WIG BUILDING DEPARTMENT TUKWILA CITY HALL 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA. 98188 PHONE: 206- 431 -3670 CONTACT: BUILDING DIVISION HEALTH KING COUNTY HEALTH DEPT. DEPARTMENT 401 5TH AVENUE SUITE 1100 SEATTLE, WA. 98104 PHONE: 206- 296 -4632 CONTACT: ENVIRONMENTAL HEALTH BY TENANT'S ARCHITECT: TENANT'S ENGINEER: MILLWORK LIGHTING SIGNAGE EQUIPMENT VENDOR RESPONSIBILITY MATRIX NOTES: 1. THIS SCHEDULE IS PROVIDED FOR QUICK REFERENCE ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. CONFLICTS BETWEEN SCHEDULE AND THE REST OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BEGINNING WORK. 2. SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY MICHAEL BLACK, A.I.A. 3100 E. RANDOL MILL ARLINGTON, TX 76011 PHONE: 817 -633- 4200x106 FAX: 817 -633 -4153 CONTACT: BRAD DERKACH DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE .300 GRAPEVINE, TX 76051 PHONE: 817 - 410 -2858 FAX: 817 -251 -8411 SYNSOR CORPORATION 1920 MERRILL CREEK PARKWAY EVERETT, WA 98203 PHONE: 425 - 551 -1336 FAX: 425 -551 -6110 CONTACT: JEFF HUTT TARRANT LIGHTING 2113 FRANKLIN DR. FT. WORTH, TX 76106 PHONE: 817 - 626 -0044 FAX: 817- 740 -9416 CONTACT: ERIC FADELY VISIBLE GRAPHICS 14732 CALVERT STREET VAN NUYS, CA 91411 PHONE: 818 -787 -0477 FAX: 81 8- 787 -0415 CONTACT: DAVE MAHN STAINLESS WEST STAR INDUSTRIES 4445 E. FREMONT ST. STOCKTON, CA 95215 PHONE: (209) 955 -8239 FAX: (209) 955 -8250 CONTACT: BEN FOCKE EAST BAY 49 FOURTH ST. OAKLAND, CA 94607 PHONE: 510 -627 -0293 FAX: 510- 465 -2134 CONTACT: LUCILLE CUNNINGHAM FILE COPY Permit Plan wew�Is to emu and omissions. construction dOcUMerdi CMS 110 authorize the violation of adopted cafe olrordinaoe. Receipt condlions is Mete: i 4 BUILDING °f Tukwtia DIVISION GENERAL A -000 A -001 A -002 A -003 A -004 ARCHITECTURAL A -121 A -131 A -141 A -151 A -201 A -701 A -801 A -802 A-803 A -804 A -805 A -806 A -807 MECHANICAL ELECTRICAL E--001 E -002 E -101 E -102 E -103 E -104 E -111 E -601 E -801 E -802 E -803 PLUMBING P -001 P -101 P -102 P -103 P -104 P -601 P -801 P -802 Co g cotstr-' °y DRAWING INDEX COVER SHEET GENERAL INFORMATION SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS FLOOR PLAN REFLECTED CEILING PLAN FINISH PLAN AND SCHEDULE EQUIPMENT /FIXTURE PLAN EXTERIOR ELEVATIONS NTERIOR ELEVATIONS A -603 SCHEDULES – FIXTURES /EQUIPMENT A -604 SCHEDULES – FIXTURES /EQUIPMENT A -605 SCHEDULES – EQUIPMENT /DOOR NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS NTERIOR DETAILS BLENDER STATION DETAILS EQUIPMENT DETAILS M -001 MECHANICAL SPECIFICATIONS M -002 MECHANICAL SPECIFICATIONS & CALCULATIONS M -101 MECHANICAL PLAN M -501 MECHANICAL DETAILS MEP 101 MEP ROOF PLAN ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS AND NOTES POWER ROUGH –IN PLAN POWER PLAN SYSTEMS PLAN KITCHEN EQUIPMENT SCHEDULE LIGHTING PLAN PANEL SCHEDULES & RISER ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS PLUMBING SPECIFICATIONS AND NOTES PLUMBING ROUGH –IN PLAN PLUMBING SANITARY PLAN PLUMBING SUPPLY PLAN PLUMBING RISER DIAGRAMS PLUMBING SCHEDULES PLUMBING DETAILS PLUMBING DETAILS _REVISIONS No changes shall be made to this sem of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees j RESPO\ REMOVC -EXISTING INTERIOR WALLS PARTITIONS AND rlNISI ICS G TI JG FIXTURES, FIPJI511ES AND EQUIPMENT LEGAL DISPOSAL OF ALL DEMOLISHED MATERIALS 0 W S Q' = ,0 J en 0 W 2 en U- • • • • • • 0 J • • • • • • 0 W Z FLOOR WORK & DEN SAWCUT SLAB FOR NEW IN —SLAB PLUMBING FIXTURES REPAIR, LEVEL & SLOPE FOR FINISHES AND TRANSITIONS NEW CONCRETE EQUIPMENT CURB AND PLATFORMS MOVE 8 CAP (❑ PLUMBING ELECTRICAL AND FLOOR COVERING MAPLE BASE IN CUSTOMER AREA CERAMIC TILE, BASE & GROUT NEW CUSTOMER AREA FLOORING, TRANSITIONS AND THRESHOLDS CONCRETE TOPPING /LEVELING /INFILL DEMISIf\ FRAMING U.L. PENLIRATION CAULKING AT RATED ASSEMBLIES PATCH & REPAIR GYPSUM BOARD AT TENANT SIDE SOUND INSULATION INTERIOR PARTITIONS AND FURRING FRAMING, PLYWOOD & GYPSUM BOARD (WALLS, CEILINGS AND SOFFITS) WALL BLOCKING FOR EQUIPMENT AND FIXTURES F.R.P. / WALL TILE PAINTING OR STAINING ACOUSTICAL LAY —IN CEILING WITH SUSPENSION SYSTEM DOORS, FRAMES AND HARDWARE (SEE A -605) PATCH & REPAIR EXISTING PARTITIONS AS REQ'D. RADIUS SOFFIT AND MENU BOARD SOFFIT WOOD WAI NSCOTTING STOREFRONT E COMING SOON" SIGN STOREFRONT ENTRY DOORS G PARTITIONS STOREFRONT FRAMING & GLAZING NEW TEMPERED STOREFRONT GLAZING AS REQ'D. BY CODE NEW STOREFRONT ENTRY DOOR HARDWARE AND CLOSERS PATCH & REPAIR EXISTING EXTERIOR FINISHES TO MATCH EXISTING REKEY LOCKS AFTER C.O. WINDOW BLINDS WINDOW REPAIR & REPLAGC OF (C) STOREFRONT FFNMING, GLAZING FURNISHINGS MILLWORK PACKAGE STAINLESS STEEL PACKAGE FURNITURE PACKAGE MANAGER'S OFFICE EQUIPMENT TOILET /MISC. EQJIPMENT KITCHEN EQUIPMENT WALK —IN REFRIGERATOR AND FREEZER PACKAGES OUTDOOR TABLES /CHAIRS /UMBRELLAS (SEPARATE PERMIT) MENU BOARDS MODULAR PANEL WALL SYSTEM SIG \AGE I I l• • • • • EXTERIOR SIGNAGE (SEPERATE PERMIT) INTERIOR GRAPHICS LIGHTED INTERIOR WINDOW SIGN ELECTRICAL TO AND FINAL CONNECTION TO EXTERIOR SIGNAGE HVAC EXISTING HVAC UNIT, SUSP. & MOUNTING SYSTEMS NCW I WAG UNIT, SUSP & MOUNTING CYS;TCMC WIRING & CONNECTIONS DUCTWORK, DAMPERS AND GRILLES THERMOSTATS AND CONTROLS CONTROL WIRE (LOW VOLTAGE) AIR BALANCING TOILET EXHAUST FAN PLUMBING EXISTING WATER SERVICE TO SPACE EXISTING GAS SERVICE TO BUILDING EXISTING SANITARY WASTE SERVICE TO SPACE (N) SANITARY VENT FINAL CONNECTIONS HVAC CONNECTIONS GAS PIPING A/C WATER HEATER PLUMBING FIXTURES [MAR JUICE DISr'CNSERC ELECTRICAL ELECTRICAL SERVICE TO SPACE ELECTRICAL & TELEPHONE PANELS NEW TRANSFORME EQUIPMENT ROUGH —IN AND FINISH MUSIC SYSTEM & SPEAKERS EXIT /EMERGENCY LIGHT SYSTEM ALARM SYSTEM P.O.S. CONDUIT & CABLE PULLS TELEPHONE /DATA LINES OUTLETS AND CONDUIT FROM POINT OF CONNECTION TO MANAGER'S DESK. (COORD. W/ MCKENZIE & ASSOCIATES) P.D.S. EQUIPMENT /TELEPHONE /DATA INSTALLATION (COORD. W/ JADEON) FIRE PROTECTION FIRE EXTINGUISHERS S OLITION NEW SPRINKLER SYSTEM HEADS (COORDINATE WITH LANDLORD) NEW SPRINKLER SYSTEM DROPS (COORDINATE WITH LANDLORD) BITTY MATRIX OTIICR I CLOSERS AND ENTRY DOORS m ill L 14v '+ YI A RUC VVOBK RFC:FI1 /Fri LIGHT FIXTURES, MOUNTING ACCESSORIES, & LAMPS CITY OF TUKV` /II.A nr.r 1 711f7 rttiwuI Q;I:IVi 10 • • • L.L. G.C. OWNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • 0 • • • • • SEE EQUIPMENT SCHED SEE EQUIPMENT SCHED SEE EQUIPMENT SCHED SEE EQUIPMENT SCHED SEE EQUIPMENT SCHED SEE EQUIPMENT SCHED • • • • • • • • • • • • • • • • • • • • • I 1•1• • • D SEE EQUIPMENT SCHED • • • • • • • • • • • • • •• • • ) ) r 4t rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 0 W� 40_ W a CC - LI-I Z n 4 I () m Z 2 W =o • O o N t ti Issue Date Drawn By Appv'd By Revisions Date 9205 9/28/07 10/16/07 6 10/24/07 HA L R. BLACK ATE OF WASHINGTON SAR BMD City Comments Field Conditions A -000 REGISTERED ARCHITEC co N CO CT) –J F- (4 8/21/07 a 0 0 C 0 N 0 W c') 0 I- 0 0I C SAR O Description By City, Health Gust, Comments SAR, MEA JLP, MEAL Cover Sheet REVISION NO. 17W9t+2J E 2 3 10 1 $0 • IMMiN111 Fr rrr.,► mmA ii u' rnm I� iii. i AF 'wi« ��»>i�f�44=w i �.�����ri��:r f �i i���iior i� - —■ NI rrrTic 0 ° •••••■•1 111 ■■1 ■• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■•111 ■ ■ ■ ■ ■I ■ ■ ■■ ■�I ■ ■ ■A1 1111 1�� ■WISAL E..Q ®N ®P� 1 ■■ 1111■■ ■I Iii ■ ■I ■ ■ ■A ■ ■ ■■ 1111 ■ ■ ■ ■ ■I■ ■ ■ ■�'�`- �Ili1�i■ ■■ � ■ ■ ■ ■�..•,.) 1111 IIIiI.I ■ ■ ■ � I ■ ■ ��� J i •••••111•1•1 IMINI■[ ■E1 ■1111 ■ ■ ■ ■ ■ ■ ■Lr■ ■ 1111■ E' I1 ■ ■ ■ ■ ■ ■ ■ ■� ∎•Nhi it ■ ■■ 111■,] ■■ ■� ■II■i® ■! F . . Emnim 1111 ■ ■ ■■ ■■l ■'I....r..._ 1111 MI ■''^� ■ ■ ■ ■ ■��If M•11 ■ ■ ■■ 114;4■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■�1■■■■■■ ■■ 1■■ ■N ■■• ■ 1 / [! ' ■■ ■ ■ ■1! ■ ■1 ■ ■ ■ ■ ■• 1WAME ■ ■ ■ ■ ■ ■■ 11•11 ■■■■■■■■■■1I■■■■■■■■ 1■ ■!I ■ ■ ■ � • ■ ■ ■ ■ ■■■■ ■��■■1■��■■■r 1111 riIi. /sh y . � ■■ � 1111■■■ ■ ■1 111 11 ■ ■ ■■ ■■ � �■ ■ 1■■ ■ ■ ■ ■ ■� ■ ■■N11� ■ L I■NP ■■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ 111■■■■ ■ 111�1 i � ■ii I■ ■I 1I 1• ���11 ■■■� 111.1•11••••1 rte 1111 ■�1 ■ ■ ■■� F � : 1111 ■■i ■rr.ii_. ■� ■ MEd da !! I ._ . MEIN MEM= •••• IM 71 • • MEM 1111Era• Ilmommom mome_g_wwwwi IMMUNE •• � 0■ = vi a EN �� \ ■■ I 11 ■ ■ ■ ■ ■ ■■ ■1■■■■■■■ © mil ■ ■ ■� C : L: ; I ■ ■•■r7■ ■1 ■ ■ ■•• __ ..11 ■ ■ ■_■■L — 1 • [ LILT■■ ■■. ■�r. ■ ■■.■■Ilrr 11 ■ ■■■ ■■■�■1 ■■ iamm ■ ■■ ■ ■ ■�■■` e. 1111■■■ ■I ■�:r�■ 11 11■ ■ ■ ■ 1111 ■ �■. 11 ■ ■ ■ ■ ■ ■11 ■ ■I■I ••••■■••••••• ■■■■■ iE■ ■■ I ■IMEN L• • il USTOMER USTOMER mm ■I�•• II ■ ■■ ■■■ !■ ■ ■ all L'''-' . �-�I . 11 ■ ■ ■ ■ ■ ■ ■I■I■ ■ ■ ■�■■■ ■ � �L 111....... . 0.....m......... 11■■■■■I■�.■■I■■■■■■ ■■■■■■■■■■■ ■■■■ ■ �� [ 11 ■ ■■ ■■I■■I■■ ■■■ ■ ■ ■ ■■ ■■ ■ 7■1 ■ ■ ■ ■ ■ ■ ■N ■ ■ ■ ■ ■ ■ ■ ■ ■■■ -- -..ii... ■■■■■■■■■—I ■ 0•1 , &wr ..w v --vi . - — ..g- -Frar.ii: Av- — ..-- 4 s���rrr wr iii � rr r���rrrrr PREFABRICATED COMBINATION WALK -IN COOLER /FREEZER BY VENDOR. FLOORLESS O COOLER SECTION & 4" INSULATED INTEGRAL FLOOR WITH 1"X36" NON -SLIP TAPE AT 12" O.C. IN FREEZER WITH 3/8" SECTION. HI STEEL RADIUS COVE INSIDE AND BASE OUT. G.C. TO COORDINATE SEQUENCE OF EPDXY d IPMENT '/ � FLOORING INSTALLATION AND EQU INSTALLATION CODE AC -1 AC -2 AC -3 AC -4 B -1A B -2 B- 2A B -3 CS -1 F- 1A F -2 GR -1 GR -2 P 1 P -1B P-4 P -5 PC -1 BRUSHED STAINLESS STEEL W -2 W -3 W -6 WD -1 FINISH SCHEDULE ACCOUSTICAL CEILING TILE ACCOUSTICAL CEILING TILE ACCOUSTICAL CEILING TILE GYP. BD. CEILING PORCELAIN STONE WOOD TRIM COVE BASE TILE STAINLESS BASE CEILING SUSPENSION SYSTEM PORCELAIN STONE CUSTOMER TILE GROUT GROUT PAINT PAINT PAINT PAINT FIBERGLASS REINFORCED PANEL CERAMIC TILE WOOD WAINSCOAT WOOD VENEER MATERIAL USG INTERIORS USG INTERIORS USG INTERIORS CROSSVILLE CERAMICS CUSTOM MILWORK CROSSVILLE CERAMICS WALK -IN UNIT VENDOR USG INTERIORS CROSSVILLE CERAMICS CROSSVILLE CERAMICS MAP El MAPEI MANUFACTURER BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE SYNSOR CORPORATION KEM LITE DAL -TILE CUSTOM MILWORK MILLWORK VENDOR 4 MODEL CLIMA PLUS #97221 CLIMA PLUS #3260 CLIMA PLUS #3270 CROSS COLORS SERIES SOLID MAPLE EMPIRE SERIES DX 15/16" SUSP. SYS. CROSS COLORS SERIES EMPIRE SERIES 400 SERIES KERAPDXY <ERACOLOR U- UNSANDED EGGSHELL VINYL LATEX ENAMEL SEMI -GLOSS LATEX ENAMEL SEMI -GLOSS LATEX ENAMEL SEMI -GLOSS LATEX ENAMEL 304 CLEAR MAPLE PLAIN SLICED MAPLE L- L L. W Q u, 2 z • • • • • • • • • • • • G C. • • • w • • • • • • • • • • • • • • • • • • • OWNER w z • • • • • • • •• • J 4 z FLOOR: (F F -2 BASE: (F B -2A ) WALL: (F W -3 ) TYPICAL THROUGHOUT TOILET ROOM UNLESS OTHERWISE NOTED COLOR FLOOR: WHITE / ACOUSTICAL WHITE / VINYL FACED WHITE / VINYL FACED SEE RCP (F F -1A ) BASE: (FI B -1A WALL: (F W -2 ) A850 GRAPHITE UNPOLISHED SHEEN (UPS). CLEAR FINISH VS86 BLACK SWAN UP (unpolished) WHITE A850 GRAPHITE TYPICAL THROUGHOUT BACK AREA UNLESS OTHERWISE NOTED MODULE 24 X 24" 24" X 24" 24" X 48" 5/8" 6" X 8" 3/4" X 5 1/2" 6" X 14" W/ 3/8 "COVE 15/16" 8" X 8" LOCATION CUSTOMER SERVICE BACK REMARKS "HALCYION CLIMA PLUS" "SHEETROCK BRAND CLIMA PLUS VINYL" "SHEETROCK BRAND CLIMA PLUS VINYL" MIN. 3/8" RADIUS COVE. ( v1IN. 3/8" COVE" T 6'Sd8S llUTT6S - TILE MUST BE 5`E BEFORE STAINLESS STEEL BASE. FLOOR: (F F -1 A ) BASE: (F B -1A ) WALL: CF W -2 ) TYPICAL THROUGHOUT SERVICE AREA UNLESS OTHERWISE NOTED CONTACT INFORMATION TILE SEALANT DELETED � -- A VS86 BLACK SWAN UP (unpolished) #47 CHARCOAL #00 WHITE #127 EGGSHELL #127 SEMI -GLOSS #02 SUPERWHITE SEMI -GLOSS #315 OXFORD GOLD SEMI -GLOSS # FINISH #84)5LQRY F 11SH CRISP LINEN 0739 MATTE C 1 CLEAR FINISH CLEAR FINISH 14" X 14" 3/1.6" 3/16" 4" X 4" FLOOR WALL RICK PURVIS 1- 888 -300 -4422 #2049 1 TILE SEALANT DELETED NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED NO SUBSTITUTIONS ALLOWED WI GROUT GR -2 MARTHA VEGA 925- 376 -7579 TILE SEALANT DELETED RICK PURVIS 1- 888 -300 -4422 #2049 SEE A -000 1 V MARLA COMES 1 -800 -435 -0080 ROBERT MOSBLECH 1 -650- 954 -5636 SEE A -000 THRESHOLD TO BE FULL WIDTH OF STOREFRONT FRAMING. NO TILES LESS THAN 1/2" TILE WIDTH I ALLOWED AT ENTRANCE DOORS 0 FLOOR: (F F -2 3 (F B -2 ) (FI P -1A ) (FI W -6 ) TYPICAL THROUGHOUT CUSTOMER AREA UNLESS OTHERWISE NOTED BASE: WALL: THRESHOLD TO BE FULL WIDTH OF STOREFRONT FRAMING. NO TILES LESS THAN 1/2" TILE WIDTH ALLOWED AT ENTRANCE DOORS SHEEP NOTES 1) COORDINATE AND VERIFY ALL WALL FINISHES WITH INTERIOR ELEVATIONS AND SCHEDULE. 2) GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY OCCURANCES WHERE ENTRANCE OR EXIT DOOR TRANSITIONS DO NOT MEET THE REQUIREMENTS OF DETAIL 9B /A -804 OR 2/A -804. 3) INSTALLED FLOOR FINISHES SHALL BE PROTECTED DURING CONSTRUCTION. DAMAGED FLOOR FINISHES SHALL BE REPLACED AT NO ADDITIONAL COST TO OWNER. FINISH SCHEDULE NOTES 4) GENERAL CONTRACTOR SHALL CORRECT SUBSTRATE WHENEVER GREATER THAN 1/8" GAP OCCURS BETWEEN FINISH MATERIAL AND SUBSTRATE. 0 2 HEALTH NOTES 5) ALL CERAMIC WALL TILES IN FOOD- RELATED AREAS MUST BE SMOOTH, EASILY CLEANABLE AND LIGHT IN COLOR. 6) WALLS AND CEILINGS AT FOOD- RELATED AREAS SHALL BE DURABLE, SMOOTH, NON - ABSORBENT, WASHABLE AND LIGHT COLORED (MINIMUM LIGHT REFLECTANCE VALUE OF 70 %). — REVIEWED FOR CODE COMPLIAM, APPROVED SHEEP SYMBOLS (F PL -1 ) SEE SHEET A -141 FOR FINISH SCHEDULE FINISH INDICATOR SCALE: 1/4" = 1' -0" DEC 1. 1 2C1' f City Of Tukr kgk., B _. ILDIN ..... . FLOOR SINKS Qp FLOOR DRAIN CONCRETE CURB REF: 10 /A -804 4 8 RECEIVED CITY OF TUKWILA OCT 31 2001 PERMIT CENTER A A A Field 0/24/07 Conditions rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 W� c CL Wa y v 00 W w C W W a F. U m Z W a =o P. 0O C ci) t- Issue Date Drawn By SAR Appv'd By BM D Revisions Date 9/28/07 J5.2.2 VERSION 9205 1I A -141 o� 0 TE REGISTERED ARCHITECT L R. BLACK ATE OF WASHINGTON co op co O Q W Q I-- zdhq 8/21 /07 Description City, Customer Comments 0 ime 0 0 N 0 w 0 By 0 x C 0 C Q Da DD N 0 N- 0 Ct W C 0 z I— U w 0 Finish Plan '0 0 L O MEA SAR MEAL 06 -08 -06 5.2.2 &o7 7,. t R REVISION N0, FIXTURE S01 S44 S V P FIXTURES 1 3 1 PU v CYJI V� ' . P CALCULATIO SIZE (16X21X12) (12X21 X12) (12X10X12) TOTAL GALLONS (DISCHARGE) GAL TOTAL GAL 18 39 57 6 6 A 30" DIAMETER TANK CAN HOLD 3.06 GALLONS PER INCH. THE APPROXIMATE WORKING DEPTH OF THE TANK IS 24 ". SUMP CAPACITY = 24" X 3.06 GALLONS /INCH - 73.4 GAL PUMP CAPACITY 90 GPM © 5'TDH (TYPICAL OF 2) E IRES DEC 2 0 2007 1 63 EXISTING FOOTING I E23 it < I P22 A "VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM THE ITEM SHOWN ON THE DRAWING (I.E. EQUIPMENT, DUCT, WIRE, ETC.) EXISTS AT THE SITE AND IS IN GOOD WORKING CONDITION. SHOULD THE CONTRACTOR FIND THAT THE EQUIPMENT, DUCT, WIRE, ETC. IS NOT THE EQUAL TO THAT SHOWN ON THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY QUESTION ABOUT WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING, THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND TENANT'S PROJECT MANAGER FOR APPROVAL. CONTRACTOR IS TO NOTIFY TENANT'S PROJECT MANAGER AND DESIGN ENGINEER IN WRITING OF ALL REPLACEMENT ITEMS PRIOR TO CONSTRUCTION. B WHERE EXISTING EQUIPMENT (LIGHTS, DIFFUSERS, TOILETS, ETC.) ARE TO BE REUSED, WHETHER IT IS RELOCATED OR REUSED IN THE EXISTING LOCATION, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE RENOVATION OF THE STORE. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. ALL ITEMS TO BE THOROUGHLY CLEANED, IF REQUIRED, PAINTED, AND ANY OTHER MAINTENANCE NEEDED TO BRING EQUIPMENT UP TO LIKE NEW CONDITION. THIS INCLUDED RELAMPING ALL LIGHTS REUSED. C SANITARY, VENT, AND DOMESTIC WATER PIPING SHALL ADHERE TO ALL LOCAL CODE REQUIREMENTS. D PIPING SHALL BE SUPPORTED FROM HANGERS AT AN ADEQUATE DISTANCE WITH ADEQUATE SUPPORTING HANGER RODS FASTENED TO BUILDING FRAMING. E REFER TO SHEET P-104 FOR ISOMETRIC RISER DIAGRAMS. F THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY HIS WORK. G ALL PIPE PENETRATIONS THRU FIRE RATED PARTITIONS OR CEILINGS SHALL BE SEALED WITH FIRE RATED CAULK SUCH AS 3 -M SCOTCH NO. 33 CAULK, OR EQUAL. H X -RAY SLAB BEFORE MAKING PENETRATIONS AND OBTAIN LANDLORD APPROVAL FOR FLOOR PENETRATIONS. J K L M N 0 P Q R S T U 2436 PLUMBING GENERAL NOTES 24x48 24t48 4 CAW 7 -EXISTING FOOTING :- P03 > � rnnwn111 11 1iniiRZiiiiiiii P22 P27 S57 o <I P26 } cC° ALL FLOORS SAW CUTTING AND PATCHING TO BE AT PLUMBING CONTRACTORS EXPENSE. ALL EXPOSED WASTE, WATER, AND VENT PIPING SHALL BE COPPER. ALL WASTE PIPING DOWNSTREAM OF 3 COMPARTMENT SINK AND 4 COMPARTMENT SINK SHALL BE DURIRON. ALL OTHER WASTE AND VENT PIPING SHALL BE SCHEDULE 40 DWV PVC UNLESS PROHIBITED BY LOCAL CODES. SANITARY SEWER SHALL SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH ALL ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. COORDINATE ALL BELOW SLAB PLUMBING WITH LANDLORD'S FIELD REP. COORDINATE ALL CORE DRILLS WITH LANDLORD'S FIELD REP. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF CONFLICTS BETWEEN UNDERGROUND PIPING AND OBSTRUCTIONS IMMEDIATELY. SEE SHEET P-601 FOR PLUMBING EQUIPMENT SCHEDULE AND REQUIREMENTS. SEE SHEETS A -603 THRU A-605 FOR ARCHITECTURAL EQUIPMENT SCHEDULE AND REQUIREMENTS. / 3 WATER SUPPLY TO FIXTURES SHALL BE VALVED AT FIXTURES. DOMESTIC HOT AND COLD WATER PIPING SHALL BE INSULATED PER SPECIFICATIONS AND LANDLORD REQUIREMENTS. { I S44 uU SERVICE I 02 I 0 0:12 0 0 0 SCALE: 1/4" -- 1' -0" CUSTOMER AREA 01 PLUMBING SANITARY PLAN 10 / 01 2 '4 REVIEW D r o CODE COMPLIANCE APPROVED PLUMBING KEYED NOTES UEC I . 20U City Of Tukwila BUILPI 'I`I y CORRECTION LTR #� REVISION N0,1 0 CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING OF EQUAL OR GREATER SIZE, CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING SANITARY PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY PIPING WHILE MAINTAINING PROPER SLOPE. a 3" VENT THROUGH ROOF. VERIFY EXACT LOCATION IN FIELD. CONNECT 1" CONDENSATE PIPING TO COOLER EVAPORATOR PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. CONDENSATE ROUTING SHOWN FOR REFERENCE ONLY. ADJUST AND INSTALL CONDENSATE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. VERIFY THE EXACT ROUTING AND ELEVATION OF CONDENSATE PIPING PRIOR TO INSTALLATION. 0 ROUTE INDIRECT DRAIN FROM DIPPER WELLS TO FLOOR SINK WITH LEGAL AIR GAP. 05 SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS OVER OR THROUGH THIS AREA. PROVIDE ZOELLER MODEL #910 -0030 DUPLEX SEWAGE PUMP SYSTEM IN MAIN GREASE WASTE LINE. INSTALL PER MANUFACTURER'S REQUIREMENTS. COORDINATE EXACT LOCATION WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. O CONNECT NEW 4" GREASE WASTE TO EXISTING GREASE WASTE PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING GREASE WASTE PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GREASE WASTE ROUTING AS NEEDED TO CONNECT TO EXISTING GREASE WASTE PIPING WHILE MAINTAINING PROPER SLOPE. 1)GTT- DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 - 251 -8411 Revlsbns A A A A Issue Data Dlawn By Appr'd By •1m 9 )1,71 1 620 P I; 133 0 in o) Z °Q � W � w � H 0 CO p inv 2 I- I 9/28/07 10/24/07 11/20/07 dp 8/21/07 JLP DAR Reid Conditions H W i— ce - 0 0 0 2 — J C O C a o e a w Descriptkin City, Customer Comments City Comments By AT 0 w JLP JLP • 0 0 to co 88-10 -87 0.L: P lumbing Sanitary P lan RECEIVE NOV 21 NI P -1 2 PERMIT CEN 1 I ILL PLUMBING SANITARY RISER SCALE: N.T.S. LANDLORD SHALL PROVIDE NEW GAS METER AS REQUIRED. VERIFY METER LOCATION AND GAS LINE SIZE IN FIELD. CONTRACTOR SHALL PROVIDE EARTHQUAKE VALVE AS REQUIRED BY LOCAL AUTHORITY. I- U- L() Cl) 0 N 0 z X w / .'r < I PO4 >f < 1 P27 > K I P01 > < I P27 > I- .}-� -\l r S oxi, 1 , 1 � c c / /15 :e WASHER /DRYER (16 MBH) TOTAL DEMAND = 391,000 BTUH INPUT TOTAL DEVELOPED LENGTH = 335 FEET (VERIFY IN FIELD) c ROOFTOP UNIT (125 MBH) PLUMBING GAS RISER SCALE: N.T.S. 1 S ■rJ / I E30 501> /� •--, I ' I ---, I ( 1 P 2 3 ) '�/ INDICATES NEW GAS LINE INDICATES GAS LINE IS EXISTING OR BY LANDLORD WATER HEATER (125 MBH) 3,C < I P26 > I �7 < I P22 ) r ' < 1 P27 > • tic • \ • \ ,3� � ` � 4"'s17 4/ c G (7p F� iv C ' 9 s 4 s r � F TJ '5I • :�r`[yrs • a® N bc • • I I ROOFTOP UNIT (125 MBH) < I P27 > .' f Pot > ∎ 7 I r „L '01 < 1 P28 > r U 2' 1 > - %-cl, ....■ ■....... i T T -' I `■5 r I' 3 i P17 I I I �I U t ��r • _1 • )' 4 i i e ). / N . � < I P10 > 0. < I E30 > rig PIPE SIZE 1/2" 3/4" 1 1 1/4" 1 1/2" ■ • Pl \ \ \ • Id .1 -c..1 N " '1 I N I : ''• L PLUMBING SUPPLY RISER SCALE: N.T.S. 3.0 11.0 25.0 52.0 117.0 MAXIMUM FIXTURE UNITS 10 PLUMBING KEYED NOTES City Of Tukwila BUILDING ,'..7, 777? -. WATER SIZING CHART BASED ON TABLE 6 -5 PRESSURE RANGE - 46 - 60 PSI, TOTAL DEVELOPED LENGTH = 200' ED For CODE COMPLIANCE APPROVED DEC 1 I 20O i RECEIVED v ra r 'I a 5 J l�y'ur4]1 nnr n •,nn Vv J I LUU �'CtiIvii I (. N I ER °1 CONNECT NEW 1-1/4" DOMESTIC COLD WATER TO NEAREST EXISTING DOMESTIC COLD WATER PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DOMESTIC WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR WATER ROUTING AS NEEDED TO CONNECT TO EXISTING WATER PIPING. O LANDLORD SHALL INSTALL NEW WATER METER AND BACKFLOW PREVENTOR HIGH IN THE L- L CEILING SPACE. LANDLORD SHALL PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. 0 SPRAYER P24 CONTAINS INTEGRAL BACKFLOW PREVENTION DEVICE. O CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING SANITARY PIPING PRIOR TO CONSTRUCTION_ FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY PIPING WHILE MAINTAINING PROPER SLOPE. O CONNECT NEW 4" GREASE WASTE TO EXISTING GREASE WASTE PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING GREASE WASTE PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GREASE WASTE ROUTING AS NEEDED TO CONNECT TO EXISTING GREASE WASTE PIPING WHILE MAINTAINING PROPER SLOPE. Q5 3" VENT THROUGH ROOF. VERIFY EXACT LOCATION IN FIELD. a7 CONNECT NEW 1" GAS TO EXISTING GAS PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING GAS PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GAS ROUTING AS NEEDED TO CONNECT TO EXISTING GAS PIPING. DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817 -251 -8411 10/24/07 0 A A 0 W 4 E W a v W - . I� cg Z LY W 4� m Z • v 0 7 � C/) • 0 o If,), Issue Date Drawn By Appv'd By Revisions Date 9/28/07 J5.2.2 VERSION cr) 0 ))/1:1 , 0 dp JLP DAR Field Conditions 8/21/07 Description City, Customer Comments Plumbing Riser Diagrams P -104 0 ae 0 C 0 0 W a 0 By AT JLP 0 '0 n w m z I— U w • 05 -10 -07 5.2.2 V G 0 '-7- 2-19 R 0 Plumbing 0 Gas Piping City of Tukwila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� COLD WATER PIPING (CW) HOT WATER PIPING (HW) Wing0 -►If -- GAS COCK HOSE BIB WALL HYDRANT Of app-...cJ r._._ C^ / r f-1 ir,nrl'}' r. fe BY _C- ON --I WALL CLEAN OUT FLOOR CLEAN OUT GRADE CLEAN OUT CO -IV- ---0 - pn -1 ORD ODS VTR VCP CI IE NIC S DESCRIPTION SANITARY WASTE PIPING (W) GREASE WASTE PIPING (CM SANITARY VENT PIPING (V) SANITARY INDIRECT WASTE PIPING (IW) FILTERED WATER PIPING (FW) GAS PIPING (G) UNION STRAINER Plan review approval Is Sub1ect 1» errors Anti ,,,.,•,..,, WATER METER Approval of c.:.l a' uthon doaimntS erIPC nett ^A1 FFlawr. .w MIXING VALVE the violetc: -f ci 7.7 cis -:„Rr1 mriP VALVE IN RISE CLEAN OUT - -, - . VaVVID r .ee..r 171 ITI h ek. II• 1.01%i•trr- ,.., -• VACUUM BREAKER .err. .r aa+ 69.14 .1.10.6%08 BALL VALVE GLOBE VALVE CHECK VALVE PRESSURE REDUCING VALVE (PRV) REVI,SIf?r�c 1 PRESSURE RELIEF VALVE I No channap ghat b .,,.,.r., . _� _ I I ,� 7.,:::::::::.'; � tr I of work withru r r.f., UI Tukwila R l �r r'I aa E: RAvipinng will rnr�i..z u i,crv 1a11 �,,....,..., j, auoiniCtalI NOT and maw irv+ IC1e arir4;i;v piwip evvie .Zil 1__ • ilk i�I Ices, I DRAIN AND MARK ROOF DRAIN DOWN SPOUT VENT THROUGH ROOF VITRIFIED CLAY PIPE CAST IRON INVERT ELEVATION NOT IN CONTRACT NEW TO EXISTING CONNECTION SPECIFICATIONS DIVISION 15 - PLUMBING SECTION 15000 BASIC PLUMBING REQUIREMENTS A. NOTE 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH JAMBA JUICE'S SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT THE BID. B. GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE PLUMBING SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR JAMBA JUICE SHALL BE PROVIDED BY THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND JAMBA JUICE'S PROJECT MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 7. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY JAMBA JUICE'S PROJECT MANAGER AND THE LANDLORD. ALL PATCHING SHALL BE BY G.C. AND SHALL MATCH THE SURROUNDING SURFACES. 8. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL PLUMBING CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. (PARAGRAPH OMITTED) C. D. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL NOT BE ACCEPTED BY JAMBA JUICE. E. LICENSES. PERMITS, INSPECTIONS Sc FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO JAMBA JUICE'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES. MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY JAMBA JUICE'S PROJECT MANAGER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO INSTALLATION. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO JAMBA JUICES' PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR JAMBA JUICE'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP AND /OR THE SIGNATURE OF THE GENERAL CONTRACTOR AND THE SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. G. GUARANTEE 1. THE EQUIPMENT MANUFACTURER SHALL GUARANTEE AND PROVIDE A 12 MONTH GUARANTEE TO JAMBA JUICE FROM THE DATE OF ACCEPTANCE. THIS CONTRACTOR SHALL WARRANTY THE INSTALLATION OF THIS EQUIPMENT AND WILL BE RESPONSIBLE FOR ANY DAMAGE AND /OR MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM. SEPARATE PERMIT' REQUIRED FOR: sli=clid I L. M. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: a. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. b. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. c. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO KEEP THESE RECORDS WILL ALLOW JAMBA JUICE TO DIRECT THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS EXPENSE PRIOR TO FINAL PAYMENT. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE PLUMBING SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE JAMBA JUICE'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, JAMBA JUICE'S PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. PHASING REQUIREMENTS 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH JAMBA JUICE'S PROJECT MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING PLUMBING EQUIPMENT, PIPING, ETC. NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED PIPES AND EQUIPMENT PRIOR TO REMOVAL. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF /WALL / FLOOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS DR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DIELECTRICALLY SEPARATED. N. FINAL PLUMBING INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, JAMBA JUICE SHALL HAVE AN INDEPENDENT PLUMBING CONTRACTOR INSPECT THE FINISHED PLUMBING...., INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRFNG; ALL'ITEMS REPORTED BY THE INDEPENDENT PLUMBING CONTRACTOR UP TO PLANS 'AND ' ; SPECIFICATION REQUIREMENTS. END OF SECTION 15000 SECTION 15200 PLUMBING A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SEMlUES; TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONA,BLVUOCIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: a. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. b. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. c. FIXTURES AND EQUIPMENT AS SCHEDULED. d. COMPLETE NATURAL GAS OR PROPANE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). A. B. B. C. END SCOPE OF WORK (CONTINUED) e- CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). f. TESTS AND ADJUSTMENTS. g. KEEPING RECORD SET AND DO AS- BUILTS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. EQUIPMENT AND INSTALLATION 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. 2. SANITARY PIPING b. a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95 -5 TIN - ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. C. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: a- BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. b- ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN- ANTIMONY SOLDER. 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY JAMBA JUICE'S PROJECT MANAGER, IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: a. SNAKE SANITARY TO MALL MAIN AND REPORT ANY BLOCKAGE. b. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING EQUIPMENT SUPPLIED. 6. INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1" THICK (K =0.23 © 75' F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7. INSULATE THE TRAP, S;a AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLE, :' PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS, UNLESS OTHERWISE SPECIFIED. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL CLEANOUT LOCATIONS SHALL BE APPROVED BY JAMBA JUICE'S PROJECT MANAGER. EQUIPMENT AND INSTALLATION CONTINUED 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: a. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. b. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. 14- PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. GAS PIPING FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A -53, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2 -1/2" AND LARGER. 1. 3. FURNISH AND INSTALL A GAS COCK, DRIP LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. 4. SUPPORT PIPING AS REQUIRED BY CODE OR REQUIRED BY LANDLORD CRITERIA, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES, UP TO FINAL CONNECTION POINT AT THE APPLIANCE. 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. INCOMPI LTR# OF SECTION 15200 RECEIVED CITY OF TUKWILR SEP D .5 ?007 PERMIT CENTER 1 V -211 p1 dp DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817- 251 -8411 0 Issue Date Appv'd By Drawn By _ JLP 8/21/07 DAR A Revisions Date Description By A A A A A w ses L J5.2.2 VERSION Plumbing Specs. & Notes P.1001 05 -10 -07 5.2.2 ADA AFF APP CD CFM CI Co CONT CONTR COTG Cw DET DF DL DS DTR DWG (E) EWC FCO FCU FD FPS FS G GAL GC GPM HB HD HP HW INV 4 AMERICAN DISABILITY ACT ABOVE FINISHED FLOOR ACCESS PANEL CONDENSATE DRAIN CUBIC FEET PER MINUTE CAST IRON CLEANOUT CONTINUE CONTRACTOR CLEANOUT TO GRADE COLD WATER DETAIL DRINKING FOUNTAIN DOOR LOUVER DREAMSTEAMER DOWN THRU ROOF DRAWING EXISTING ELECTRIC WATER COOLER FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FEET PER SECOND FLOOR SINK GAS GALLONS GENERAL CONTRACTOR GALLONS PER MINUTE HOSE BIBB HEAD HORSEPOWER HOT WATER INVERT LAV LB LF MECH MFR M TD MTR (N) N.C. N.I.C. N.O. N/A NTS P PD PLBG POC PRV PSI (R) RD RPBP RPM SCH SOV UH UON UTR VTR WC WCO WG WH WHA WT 9' -0" ABBREVIATIONS LAVATORY POUND LINEAL FEET MECHANICAL MANUFACTURER MOUNTED MOTOR NEW NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT APPLICABLE NOT TO SCALE PUMP PRESSURE DROP PLUMBING POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH RELOCATE ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTION PER MINUTE SCHEDULE SHUT -OFF VALVE UNIT HEATER UNLESS OTHERWISE NOTED UP THRU ROOF VENT THRU ROOF WATER CLOSET WALL CLEANOUT WATER GAUGE WATER HEATER WATER HAMMER ARRESTER WEIGHT 7 0 2' -2" SCALE: 1 /4" = 1' -0" A "VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM THE ITEM SHOWN ON THE DRAWING (I.E. EQUIPMENT, DUCT, WIRE, ETC.) EXISTS AT THE SITE AND IS IN GOOD WORKING CONDITION. SHOULD THE CONTRACTOR FIND THAT THE EQUIPMENT, DUCT, WIRE, ETC. IS NOT THE EQUAL TO THAT SHOWN ON THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY QUESTION ABOUT WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING, THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND TENANT'S PROJECT MANAGER FOR APPROVAL. CONTRACTOR IS TO NOTIFY TENANT'S PROJECT MANAGER AND DESIGN ENGINEER IN WRITING OF ALL REPLACEMENT ITEMS PRIOR TO CONSTRUCTION. B WHERE EXISTING EQUIPMENT (LIGHTS, DIFFUSERS, TOILETS, ETC.) ARE TO BE REUSED, WHETHER IT IS RELOCATED OR REUSED IN THE EXISTING LOCATION, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE RENOVATION OF THE STORE. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. ALL ITEMS TO BE THOROUGHLY CLEANED, IF REQUIRED, PAINTED, AND ANY OTHER MAINTENANCE NEEDED TO BRING EQUIPMENT UP TO LIKE NEW CONDITION. THIS INCLUDED RELAMPING ALL LIGHTS REUSED. C SANITARY, VENT, AND DOMESTIC WATER PIPING SHALL ADHERE TO ALL LOCAL CODE REQUIREMENTS. D PIPING SHALL BE SUPPORTED FROM HANGERS AT AN ADEQUATE DISTANCE WITH ADEQUATE SUPPORTING HANGER RODS FASTENED TO BUILDING FRAMING. E REFER TO SHEET P -104 FOR ISOMETRIC RISER DIAGRAMS. F THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY HIS WORK. G ALL PIPE PENETRATIONS THRU FIRE RATED PARTITIONS OR CEILINGS SHALL BE SEALED WITH FIRE RATED CAULK SUCH AS 3 -M SCOTCH NO. 33 CAULK, OR EQUAL. H X -RAY SLAB BEFORE MAKING PENETRATIONS AND OBTAIN LANDLORD APPROVAL FOR FLOOR PENETRATIONS. 8 PLUMBING ROUGH -IN PLAN PLUMBING GENERAL NOTES 9 10 < > P02 P18 TOILET CUSTOMER AREA 0 2' 4 SEP 18 200 City Of Ilikv 8' NORTH RECEIVED CITY OF TUKWILPA SEP 0 a 7007 PERMIT CENTER I ALL FLOORS SAW CUTTING AND PATCHING TO BE AT PLUMBING CONTRACTORS EXPENSE. J ALL EXPOSED WASTE, WATER, AND VENT PIPING SHALL BE COPPER. K ALL WASTE PIPING DOWNSTREAM OF 3 COMPARTMENT SINK AND 4 COMPARTMENT SINK SHALL BE DURIRON. ALL OTHER WASTE AND VENT PIPING SHALL BE SCHEDULE 40 DWV PVC UNLESS PROHIBITED BY LOCAL CODES. L SANITARY SEWER SHALL SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. M IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH ALL ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. N COORDINATE ALL BELOW SLAB PLUMBING WITH LANDLORD'S FIELD REP. O COORDINATE ALL CORE DRILLS WITH LANDLORD'S FIELD REP. P FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. Q CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF CONFLICTS BETWEEN UNDERGROUND PIPING AND OBSTRUCTIONS IMMEDIATELY. R SEE SHEET P -601 FOR PLUMBING EQUIPMENT SCHEDULE AND REQUIREMENTS. S SEE SHEETS A -603 THRU A -605 FOR ARCHITECTURAL EQUIPMENT SCHEDULE AND REQUIREMENTS. T WATER SUPPLY TO FIXTURES SHALL BE VALVED AT FIXTURES. U DOMESTIC HOT AND COLD WATER PIPING SHALL BE INSULATED PER SPECIFICATIONS AND LANDLORD REQUIREMENTS. DON PENN CONSULTING ENGINEER A n A A 0 A A J5.2.2 VERSION elm eh 1 7 0 W� a0_ W 0 cn F= 0 IX a W L Q ■ 0 Z I • a Cr) D o Q � CA N Issue Date Drawn By Appv'd By Revisions Date JLP dp 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 DAR Description 0 8/21/07 P lumbing Rough -in P lan P -101 0 0 ae 0 W a 0 By a a F- 0 CO CO N 0 N- w m z I— U w cc a 05 -10 -07 5.2.2 p&07-- 2,/ct 1 2 3 BACK AREA TOILET 24x45 TOILET . 11111111111111 n ■ A SERVICE CUSTOMER AREA EXISTING FOOTING a E — — I I E23 A "VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM THE ITEM SHOWN ON THE DRAWING (LE. EQUIPMENT, DUCT, WIRE, ETC.) EXISTS AT THE SITE AND IS IN GOOD WORKING CONDITION. SHOULD THE CONTRACTOR FIND THAT THE EQUIPMENT, DUCT, WIRE, ETC. IS NOT THE EQUAL TO THAT SHOWN ON THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY QUESTION ABOUT WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING, THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND TENANT'S PROJECT MANAGER FOR APPROVAL. CONTRACTOR IS TO NOTIFY TENANT'S PROJECT MANAGER AND DESIGN ENGINEER IN WRITING OF ALL REPLACEMENT ITEMS PRIOR TO CONSTRUCTION. B WHERE EXISTING EQUIPMENT (LIGHTS, DIFFUSERS, TOILETS, ETC.) ARE TO BE REUSED, WHETHER IT IS RELOCATED OR REUSED IN THE EXISTING LOCATION, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE RENOVATION OF THE STORE. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. ALL ITEMS TO BE THOROUGHLY CLEANED, IF REQUIRED, PAINTED, AND ANY OTHER MAINTENANCE NEEDED TO BRING EQUIPMENT UP TO LIKE NEW CONDITION. THIS INCLUDED RELAMPING ALL LIGHTS REUSED. C SANITARY, VENT, AND DOMESTIC WATER PIPING SHALL ADHERE TO ALL LOCAL CODE REQUIREMENTS. D PIPING SHALL BE SUPPORTED FROM HANGERS AT AN ADEQUATE DISTANCE WITH ADEQUATE SUPPORTING HANGER RODS FASTENED TO BUILDING FRAMING. E REFER TO SHEET P -104 FOR ISOMETRIC RISER DIAGRAMS. F THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY HIS WORK. G ALL PIPE PENETRATIONS THRU FIRE RATED PARTITIONS OR CEILINGS SHALL BE SEALED WITH FIRE RATED CAULK SUCH AS 3 -M SCOTCH NO. 33 CAULK, OR EQUAL. H X-RAY SLAB BEFORE MAKING PENETRATIONS AND OBTAIN LANDLORD APPROVAL FOR FLOOR PENETRATIONS. PLUMBING GENERAL NOTES J K L M N 0 P Q R S T U 6 7 EXISTING FOOTING 0 PLUMBING SANITARY PLAN SCALE: 1 /4" ALL FLOORS SAW CUTTING AND PATCHING TO BE AT PLUMBING CONTRACTORS EXPENSE. ALL EXPOSED WASTE, WATER, AND VENT PIPING SHALL BE COPPER_ ALL WASTE PIPING DOWNSTREAM OF 3 COMPARTMENT SINK AND 4 COMPARTMENT SINK SHALL BE DURIRON. ALL OTHER WASTE AND VENT PIPING SHALL BE SCHEDULE 40 DWV PVC UNLESS PROHIBITED BY LOCAL CODES. SANITARY SEWER SHALL SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH ALL ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. COORDINATE ALL BELOW SLAB PLUMBING WITH LANDLORD'S FIELD REP. COORDINATE ALL CORE DRILLS WITH LANDLORD'S FIELD REP. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF CONFLICTS BETWEEN UNDERGROUND PIPING AND OBSTRUCTIONS IMMEDIATELY. SEE SHEET P-601 FOR PLUMBING EQUIPMENT SCHEDULE AND REQUIREMENTS. SEE SHEETS A -603 THRU A -605 FOR ARCHITECTURAL EQUIPMENT SCHEDULE AND REQUIREMENTS. WATER SUPPLY TO FIXTURES SHALL BE VALVED AT FIXTURES. DOMESTIC HOT AND COLD WATER PIPING SHALL BE INSULATED PER SPECIFICATIONS AND LANDLORD REQUIREMENTS. 8 9 10 < > 0 0 3k O: BU l L NG �s PLUMBING KEYED NOTES 1' - 0 " D 2 8' NORT 0 ROUTE INDIRECT DRAIN FROM DIPPER WELLS TO FLOOR SINK WITH LEGAL AIR GAP. Q SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS OVER OR THROUGH THIS AREA. RECEIVED CITY OF TUKWILA sEP 0; 'III01 PERMIT CENTER H 0 CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING SANITARY PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY PIPING WHILE MAINTAINING PROPER SLOPE. Q 3" VENT THROUGH ROOF. VERIFY EXACT LOCATION IN FIELD. O CONNECT 1" CONDENSATE PIPING TO COOLER EVAPORATOR PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. CONDENSATE ROUTING SHOWN FOR REFERENCE ONLY. ADJUST AND INSTALL CONDENSATE PIPE ROUTING AS NEEDED TO AVOID INTERFERENCE CAUSED BY STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. VERIFY THE EXACT ROUTING AND ELEVATION OF CONDENSATE PIPING PRIOR TO INSTALLATION. Q CONNECT NEW 4" GREASE WASTE TO EXISTING GREASE WASTE PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING GREASE WASTE PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GREASE WASTE ROUTING AS NEEDED TO CONNECT TO EXISTING GREASE WASTE PIPING WHILE MAINTAINING PROPER SLOPE. Issue Date Drawn By Appv'd By Revisions Date A A A J5.2.2 VERSION J LP dp DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817 -251 -8411 8/21/07 DAR Description P lumbing Sanitary P lan P -102 4 0 ce 0 O 0 ee 0 0 By CO CO N 0 N- O ce w m z I— U w a • 05 -10 -07 5.2.2 P&o7 z19 F E D C B A 1 2 3 4 5 6 7 8 9 10 COLD WATER DESIGN REQUIREMENTS STREET MAIN TO PRV /LAST OUTLET (A) PRESSURE AVAILABLE: MAXIMUM 65 PSI, MINIMUM (B) WATER HARDNESS: GR. /GAL (C) TOTAL FIXTURE UNITS: FLUSH TANK 31 F U (D) WATER DEMAND: 1. DOMESTIC 2. IRRIGATION MIGHT USE ONLY 3. MISC. TOTAL: (E) RESIDUAL PRESSURE REQUIRES AT FARTHEST OUTLET: (F) PRESSURE LOSS DUE TO HEIGHT FT. x 0.434: (G) PRESSURE FALL OFF THRU PRESSURE REDUCING VALVE: NOT REQUIRED (H) PRESSURE LOSS THRU BACKFLOW PREVENTOR: WATTS SERIES 007 (1- 1 /2 "1 (I) PRESSURE LOSS THRU 1 " METER: (J) PRESSURE LOSS THRU WATER SOFTENER: (K) TOTAL PRESSURE LOSS FROM ABOVE (ITEM E, THRU J): (L) MINIMUM PRESSURE AVAILABLE (ITEM A ABOVE) (M) PRESSURE AVAILABLE FOR FRICTION LOSS (L MINUS K) 60 PSI FLUSH VALVE (N) DEVELOPED PIPE LENGTH: 1. LENGTH OF RUN (MAIN TO LAST FIXTURE): 2. EQUIVALENT LENGTH FOR FITTINGS 10 3. TOTAL DEVELOPED LENGTH: (0) ALLOWABLE FRICTION LOSS PER ONE HUNDRED FEET OF PIPE: 1: 100' x (M) 30 DIVIDED BY (N) 220 w 13.6 PSI /100' 0 FU 21 GPM 0 GPM 0 GPM 21 GPM 2 PSI 3 PSI 0 PSI 4 PSI 3 PSI 0 PSI 30 PSI 60 PSI 30 PSI 200 FT 20 FT 220 FT WATER HEALER DEMAND CALCULATION FIXTURE P02 P03 PO4 S01 S44 E31 # FIXTURES 2 1 1 1 3 1 1 SIZE (16 X21 X12) (12X21 X12) (12X1 0X12) GPH 5 5 15 18 39 6 35 PER HOUR DEMAND TOTAL GPH 10 5 15 57 6 35 GALLONS 128 0.80 TOTAL GALLONS PER HOUR DEMAND 102 ALLOWANCE FOR SINGLE SERVICE UTENSILS PO5C: BRADFORB -WHITE D- 75T- 125 -3N, 121 GPH RECOVERY © 100' TEMP. RISE BACKFLOW PREVENTERS 1. PROVIDE A DOUBLE CHECK VALVE BACKFLOW PREVENTER (WATTS SERIES 007) AT THE MAIN WATER SERVICE LINE ENTRANCE (VERIFY SIZE WITH DRAWINGS). 2. IN ADDITION, PROVIDE DUAL CHECK BACKFLOW PREVENTERS AT THE FOLLOWING LOCATIONS (VERIFY SIZE WITH PLUMBING FIXTURE SCHEDULE): EQUIP. MARK E02 E30 P10 P24 DESCRIPTION CONCENTRATE DISPENSER ICE MACHINE FILTER INLET PRE -RINSE SPRAYER WATTS MODEL # SERIES 7 SERIES 7 SERIES 7 SERIES 7 * *CONTRACTOR IS TO CONFIRM THAT BACKFLOW PREVENTERS SPECIFIED ARE ACCEPTABLE TO THE CODE INSPECTOR. BFP -1 BFP -2 FILTER BFP -3 PIPING PRESSURE LOSSES 5 PSI 9 PSI 15 PSI 5 PSI 2 PSI 36 PSI TOTAL LOSS PROVIDE AN APPROVED PRESSURE REGULATING VALVE SHALL BE INSTALLED TO REDUCE ANY FIXTURE TO 80 PSI. (VERIFY IN FIELD) ALL EXPOSED WASTE, WATER AND VENT SHALL BE COPPER. DO NOT USE P.V.C. WRAP ALL WATER PIPING WITH 1 1/2" ARMAFLEX OR EQUAL. NOTE: PROVIDE BACKFLOW PREVENTION DEVICES AT ALL FOOD PREP SINKS, ICE MACHINES, BEVERAGE DISPENSERS AND SIMILIAR TYPES OF EQUIPMENT. P10 P28 z SPRINKLER NOTE • A SPRINKLER SYSTEM EXISTS AND NEEDS TO BE REWORKED. THE SPRINKLER CONTRACTOR SHALL DESIGN AND INSTALL A COMPLETE SPRINKLER SYSTEM IN ACCORDANCE WITH THE LANDLORD'S INSTRUCTIONS AND LOCAL ORDINANCE. PRIOR TO FABRICATION OF THE SYSTEM, THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE LOCAL AUTHORITIES, THE LANDLORD AND /OR THE LANDLORD'S INSURANCE COMPANY FOR APPROVAL. A COPY OF THE DRAWINGS THAT ARE STAMPED "APPROVED" SHALL BE GIVEN TO THE GENERAL CONTRACTOR TO BE MAINTAINED AT THE JOBSITE UNTIL FINAL CERTIFICATE OF OCCUPANCY IS ISSUED. UPON RECEIPT OF C.O., THE COPY SHALL BE FORWARDED TO THE TENANT AS LISTED ON SHEET A -000. SPRINKLER HEADS IN THE CUSTOMER AND SERVICE AREAS SHALL BE CONCEALED TYPE (P29), SPRINKLER HEADS IN THE BACK AREA SHALL BE SEMI-RECESSED (P30). THE CONCEALED SPRINKLER COVERS COLOR SHALL MATCH THE COLOR OF THE SURROUNDING CEILING WHERE APPLICABLE. A "VERIFY IN FIELD" OR "EXISTING" MEANS THE CONTRACTOR IS TO CONFIRM THE ITEM SHOWN ON THE DRAWING (I.E. EQUIPMENT, DUCT, WIRE, ETC.) EXISTS AT THE SITE AND IS IN GOOD WORKING CONDITION. SHOULD THE CONTRACTOR FIND THAT THE EQUIPMENT, DUCT, WIRE, ETC. IS NOT THE EQUAL TO THAT SHOWN ON THE DRAWING, IT IS TO BE REPLACED, IF THE CONTRACTOR HAS ANY QUESTION ABOUT WHETHER IT IS EQUAL TO WHAT IS SHOWN ON THE DRAWING, THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER AND TENANT'S PROJECT MANAGER FOR APPROVAL. CONTRACTOR IS TO NOTIFY TENANT'S PROJECT MANAGER AND DESIGN ENGINEER IN WRITING OF ALL REPLACEMENT ITEMS PRIOR TO CONSTRUCTION. B WHERE EXISTING EQUIPMENT (LIGHTS, DIFFUSERS, TOILETS, ETC.) ARE TO BE REUSED, WHETHER IT IS RELOCATED OR REUSED IN THE EXISTING LOCATION, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE RENOVATION OF THE STORE. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED TO THE SATISFACTION OF THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. ALL ITEMS TO BE THOROUGHLY CLEANED, IF REQUIRED, PAINTED, AND ANY OTHER MAINTENANCE NEEDED TO BRING EQUIPMENT UP TO LIKE NEW CONDITION. THIS INCLUDED RELAMPING ALL LIGHTS REUSED. C SANITARY, VENT, AND DOMESTIC WATER PIPING SHALL ADHERE TO ALL LOCAL CODE REQUIREMENTS. D PIPING SHALL BE SUPPORTED FROM HANGERS AT AN ADEQUATE DISTANCE WITH ADEQUATE SUPPORTING HANGER RODS FASTENED TO BUILDING FRAMING. E REFER TO SHEET P -104 FOR ISOMETRIC RISER DIAGRAMS. F THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY HIS WORK. G ALL PIPE PENETRATIONS THRU FIRE RATED PARTITIONS OR CEILINGS SHALL BE SEALED WITH FIRE RATED CAULK SUCH AS 3 -M SCOTCH NO. 33 CAULK, OR EQUAL. H X -RAY SLAB BEFORE MAKING PENETRATIONS AND OBTAIN LANDLORD APPROVAL FOR FLOOR PENETRATIONS. 03 J K L M N 0 P Q R S T U 24x48 Inn 02 LANDLORD SHALL PROVIDE A HOSE BIB WITHIN A REASONABLE DISTANCE TO STOREFRONT. CONTRACTOR SHALL COORDINATE IN FIELD WITH CONSTRUCTION MANAGER FOR VERIFICATION OF HOSE BIB AS NEGOTIATED IN LEASE. SCALE: 1 /4" = 1' -0" PLUMBING GENERAL NOTES ALL FLOORS SAW CUTTING AND PATCHING TO BE AT PLUMBING CONTRACTORS EXPENSE. ALL EXPOSED WASTE, WATER, AND VENT PIPING SHALL BE COPPER. ALL WASTE PIPING DOWNSTREAM OF 3 COMPARTMENT SINK AND 4 COMPARTMENT SINK SHALL BE DURIRON. ALL OTHER WASTE AND VENT PIPING SHALL BE SCHEDULE 40 DWV PVC UNLESS PROHIBITED BY LOCAL CODES. SANITARY SEWER SHALL SLOPE AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. IT IS REQUIRED THAT THE PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO FAMILIARIZE HIMSELF WITH ALL ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT HIS WORK. ADDITIONALLY, THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. COORDINATE ALL BELOW SLAB PLUMBING WITH LANDLORD'S FIELD REP. COORDINATE ALL CORE DRILLS WITH LANDLORD'S FIELD REP. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF CONFLICTS BETWEEN UNDERGROUND PIPING AND OBSTRUCTIONS IMMEDIATELY. SEE SHEET P -601 FOR PLUMBING EQUIPMENT SCHEDULE AND REQUIREMENTS. SEE SHEETS A -603 THRU A -605 FOR ARCHITECTURAL EQUIPMENT SCHEDULE AND REQUIREMENTS. WATER SUPPLY TO FIXTURES SHALL BE VALVED AT FIXTURES. DOMESTIC HOT AND COLD WATER PIPING SHALL BE INSULATED PER SPECIFICATIONS AND LANDLORD REQUIREMENTS. X PLUMBING SUPPLY PLAN CUSTOMER AREA SEP i 8 2607 City Of Tukwila L jJiLDING DIVISION 1 ‘1? 0 2 ' 4 8' NORTH RECEIVED CITY OF TUKWILA SEP 017n07 PERMIT CENTER PLUMBING KEYED NOTES O CONNECT NEW 1 -1/4" DOMESTIC COLD WATER TO EXISTING DOMESTIC COLD WATER LINE OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DOMESTIC WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR WATER ROUTING AS NEEDED TO CONNECT TO EXISTING WATER PIPING. Q LANDLORD SHALL INSTALL NEW WATER METER AND BACKFLOW PREVENTOR HIGH IN THE CEILING SPACE. LANDLORD SHALL PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. 0 LANDLORD SHALL ROUTE WIRING TO REMOTE WATER METER READER AS REQUIRED. Q4 REMOTE WATER METER READER BY LANDLORD AS REQUIRED BY LANDLORD AND UTILITY. • TRAP PRIMER MOUNTED 1' -0" MINIMUM ABOVE FINISHED FLOOR OR 12" FOR EVERY 20' -0" OF RUN. PROVIDE ACCESS PANEL AS NECESSARY. O SPACE RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL CROSS OVER OR THROUGH THIS AREA. O WATER LINES FOR THE MOP SINK AND DETERGENT DISPENSER SHALL BE RUN INSIDE THE WALL. RUN 1/2" WATER LINE TO VALVE ON INSIDE WALL OF WATER HEATER PLATFORM. WATER LINES ARE NOT ALLOWED TO RUN OUTSIDE OF WALL. THE DETERGENT DISPENSER SHALL BE MOUNTED AS HIGH AS POSSIBLE TO UNDERSIDE OF PLATFORM. RUN FLEXIBLE HOSE FROM DETERGENT DISPENSER VALVE TO DETERGENT DISPENSER. Q PROVIDE GAS COCK IN DROP TO NEW EQUIPMENT (TYPICAL). REFER TO GAS RISER. Q GAS LINE UP TO ROOFTOP UNIT BY LANDLORD. REFER TO GAS RISER FOR DETAILS. 10 CONNECT NEW 1" GAS TO EXISTING GAS PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING GAS PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GAS ROUTING AS NEEDED TO CONNECT TO EXISTING GAS PIPING. CONTRACTOR SHALL PROVIDE GAS METER AT EXISTING MANIFOLD PER UTILITY COMPANY'S REQUIREMENTS. VERIFY MANIFOLD LOCATION IN FIELD. REFER TO GAS RISER FOR MORE INFORMATION. 0 PROVIDE VALVED AND CAPPED STUB -OUT BELOW COUNTER ON 1/2" FW LINE TO ACCEPT FUTURE 1/4" COPPER TUBING. DON PENN CONSULTING ENGI W a W a � Q co 1= Z 7 W W a W a = o 7 � Q) m co CI (Q i� N 635 WESTPORT PKWY. SU GRAPEVINE, TEXAS 76 817- 410 -2858 FAX 817 -2 Issue Date Drawn By Appv'd By Revisions Date A n A 0 A A J5.2.2 VERSION dp Description 8/21/07 JLP DAR 05 5.2 P lumbing Supply P lan P -103 NEER ITE 300 ) 5 1 -8411 By .2 co co N r� 0 w CO z I— U w 0 rY a 0 -10 -07 ?&O7 • 219 F E D C B A 1 2 3 4 5 6 7 8 9 10 P22 > LANDLORD SHALL PROVIDE NEW GAS METER AS REQUIRED. VERIFY METER LOCATION AND GAS LINE SIZE IN FIELD. CONTRACTOR SHALL PROVIDE EARTHQUAKE VALVE AS REQUIRED BY LOCAL AUTHORITY. C N � I > 1 1/(7;3. P 1 I T <t o > I'N PLUMBING SANITARY RISER SCALE: N.T.S. x` ' N N I -r I ^ -c {1 P02 > I P34 > WASHER /DRYER (16 MBH) TOTAL DEMAND = 261,000 BTUH INPUT TOTAL DEVELOPED LENGTH = 335 FEET (VERIFY IN FIELD) L 0 U1 C_.7 N PLUMBING GAS RISER SCALE: N.T.S. P27 > �� 1 P34 > I P02 > rs r. 'c. INDICATES NEW GAS LINE INDICATES GAS LINE IS EXISTING OR BY LANDLORD _ I `. I' I 1 P23) '�/ (1 P22) 0,4 `� Q ( DG , \ WATER HEATER (125 MBH) _4 2x 2x • � • • ROOFTOP UNIT 2 (120 MBH) r • • • 7 4 .„ ` Q.5r rs / ( I P22 > c$ ,� r FP - � �' I Po5C • P37 S IN UI ' ` �I I P27 > <[P01> frTPT L-L P N k t28 > I t I I . n ,J a P38 N I I 1.-Pr rI p :I I E30 I . , .. pj'/ , � r.I�I ` . / / N<� • 0' t I . i --zd I r ---- . ,.... - . u \ .Tr' . 1 . I L � I P24 ")-- 4- > ifi P10> \ `I 501 > P13 \ \ L. \\ • r r � c • L PIPE SIZE 1 /2" 3/4 1 1 1/4" 1 1 /2" • r N 0 City Of Tukj c ITVOFT I UKwIt� PLUMBING SUPPLY RISER CITY FTth< SCALE: N.T.S. PERMIT CENTER WATER SIZING CHART BASED ON TABLE 6 -5 PRESSURE RANGE - 46 - 60 PSI, TOTAL DEVELOPED LENGTH = 200' MAXIMUM FIXTURE UNITS 3.0 11.0 25.0 52.0 117.0 PLUMBING KEYED NOTES 0 CONNECT NEW 1 -1 /4" DOMESTIC COLD WATER TO NEAREST EXISTING DOMESTIC COLD WATER PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING DOMESTIC WATER LINE PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR WATER ROUTING AS NEEDED TO CONNECT TO EXISTING WATER PIPING. LANDLORD SHALL INSTALL NEW WATER METER AND BACKFLOW PREVENTOR HIGH IN THE CEILING SPACE. LANDLORD SHALL PROVIDE AND INSTALL A PRESSURE REDUCING VALVE IF SUPPLY PRESSURE EXCEEDS 60 P.S.I.G. O SPRAYER P24 CONTAINS INTEGRAL BACKFLOW PREVENTION DEVICE. 0 CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING SANITARY PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR SANITARY ROUTING AS NEEDED TO CONNECT TO EXISTING SANITARY PIPING WHILE MAINTAINING PROPER SLOPE. 0 CONNECT NEW 4" GREASE WASTE TO EXISTING GREASE WASTE PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW, AND DEPTH OF EXISTING GREASE WASTE PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GREASE WASTE ROUTING AS NEEDED TO CONNECT TO EXISTING GREASE WASTE PIPING WHILE MAINTAINING PROPER SLOPE. 0 3" VENT THROUGH ROOF. VERIFY EXACT LOCATION IN FIELD. CONNECT NEW 1" GAS TO EXISTING GAS PIPING OF EQUAL OR GREATER SIZE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING GAS PIPING PRIOR TO CONSTRUCTION. FIELD ADJUST NEW INTERIOR GAS ROUTING AS NEEDED TO CONNECT TO EXISTING GAS PIPING. dp DON PENN CONSULTING ENGIN W � a co co 0 _ ao v CJ co — W1— d'(3) cc z O < W W I ° m Z = ~ E W = 7 I (/) o CO N. A A A A A A Issue Date Drawn By Appv'd By Revisions Date J5.2.2 VERSION Description 8/21/07 JLP DAR ce 2 0 0 Ed 0 W O Plumbing Riser Diagrams P -104 05- 5.2 EER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817 -251 -8411 .2 co CO N ti 0 w m a z I— U W cc d y e 1007 ID‘0"7 21c, F E D C A 1 2 3 4 5 6 7 8 9 10 P LU vIBING FIXTURE SCHEDULE ITEM <I 2 CT a® aLIM E31 > 4I • A M h A `V - V I - • a II w (1P01> P02 PO4 > r I PO5C > r7 CICI TER 47•?19.E1_ N . 933 2 SPRINC CTYLE FAUCETS SUPPLIC AN INSTALLE e c 1 P13 L P19 > P20 > P23 I P26 > P27 P38 < 1 501 (I S14 > 4 MO FIXTURE _Jr °< ROUGH —IN SERVICES CC Cf Q �r Li CC w 0 2 � w I- 0) I- W DESCRIPTION CONCENTRATE DISPENSER WASIIER AN RYER RA EVE GC PUMP RACK WALK —IN COOLER WALK —IN FREEZER ICE MACHINE WASHER AND DRYER 1/2" • r 't►ok,IIER AN RYER 1/2 WATER CLOSET TANK TYPE LAVATORY WALL MOUNTED HAND SINK WALL MOUNTED 1/2" 1/2" 1/2" JANITOR'S SINK GAS WATER HFATFR TANK TYPE 1 /2 " GAS WATER HEATER „ TANK TYPE (CALIFORNIA) 1 ELECTRIC WATER HEATER TANK TYPE 1 WATER ALTER 3/4" +108' PRE -RINSE SPRAYER (4 -COMP. SINK) 3/1" SWING TYPE FAUCET (4 —COMP. SINK) 3/4" COUNTER SINK FAUCET DETERGENT DISPENSER 1/2" +48" LAVATORY FAUCET 1/2" HANDSINK FAUCET 1/2" MOP SINK FAUCET 1 /2" 4" , " FLO R SINE( 12" X 12" FLOOR SINK 12" X 12" FLOOR SINK COMBO. PRE —RINSE W/ ADD —ON FAUCET 1 /2" FLOOR CLEANOUT WALL CLEANOUT TRAP PRIMER • 1/2" • FIRE SPRINKLER HEADS (CUSTOMER AREA) FIRE SPRINKLER HEADS (PREP /TOILET AREA) FLOOR DRAIN EXPANSION TANK 1 " CLOTHES WASHER SUPPLY BOX 1/2" 4 COMPARTMENT SINK ASSEMBLY 3/4" DIPPER WELL GREASE INTERCEPT R 1/2" INTEGRAL SINK • T- STATION SINK & DIPWELL STATION 1/2" L-EN CUR RAC T— STATION ICE BIN DRAIN PRODUCE BIN W/ DRAIN LEN ER LI PLAT RII 1/2" - / 2 1/2" _ +78" --- 1" 1 3/4" _ +108' -- 3/4" 1/2" 1/2" - 1/2" „ 1/2" r 2" „ — 1/2" — 1/2" — 1/2" " " " " 3/1 — 1/2" — - 1/2" I - - 1/2" 2" 7URN SANI -FLOR RFCEPTOR NO. 7- 1930 -3NH. GRATE WITH 2 1 /2" SQUARE CENTER HOI INTERIOR. FURNISHED & INSTALLED BY G.C. ZURN SANI —FLOR RECEPTOR NO. Z- 1900 -2NH, HALF GRATE WITH ANTI—SPLASH STRAINER - INTERIOR. FURNISHED & INSTALLED BY G.C. & WHITE ACID RESISTING ENAMFI & WHITE ACID RESISTING ENAMEL 3 " 2" 3 " — 1/2" — - -- 3" 1/2" 2" — 3/4" — 1 /2" 1/2" , CtJST Li UILT Y 2TAINLE X STEEL MANUFACTURER 7 , Ct1ST UILT Y STAINLESS STEEL 1,9ANUF, ",CTURCR NNW NOTE 1 — VERIFY WATER HEATER WITH JAMBA JUICE. -- 3/4" - — 3/4" BRADFORD WHITE GAS WATER HEATER MODEL NO. D -75T- 125E -3N, 125 MBH INPUT, 75 GAL. CAP., 202 GPH RECOVERY ® 60' RISE, LOW NOX, FURNISHED AND INSTALLED BY G.C. ASKO WASHER /DRYER MODEL NO. 05, 35 GPH DEMAND SUPPLIED BY OWNER, INSTALLED BY G.C. — 3/4" UNIT COOLER (EVAPORATOR) — 3/4" UNIT COOLER (EVAPORATOR) — 3/4" HOSHIZAKI AMERICA MODEL NO. F- 800MAH /6300 SUPPLIED BY OWNER, INSTALLED BY G.C. 1.5" — WHIRLPOOL GAS WASHER /DRYER MODEL NO. LTG 6234DQ, 16,000 BTUH INPUT, 35 GPH DEMAND SUPPLIED BY OWNER, INSTALLED BY G.C. SUPPLIED BY OWNER, INSTALLED BY G.C. WHIRLPOOL ELECTRIC WASHER /DRYER MODEL NO. LTE 6234DQ, 35 GPH DEMAND 1.3 2 1.5" 1.5" 2" AMERICAN STANDARD "CADET" WATER CLOSET MODEL NO. 2377.100.020 WITH OLSONITE SEAT NO. 95, BOLT CAPS AND ANGLE STOP. FURNISHED AND INSTALLED BY G.C. AMERICAN STANDARD "LUCERNE" LAVATORY MODEL NO. 0356.421; WITH GRID STRAINER, CHROME PLATED P —TRAP AND SUPPLIES. INSULATE DRAIN AND HW PIPE BELOW LAV PROVIDE WITH WATTS No. USG —B UNDER SINK THERMOSTATIC MIXING VALVE SET AT 110'F. FURNISHED AND INSTALLED BY G.C. BARRIER FREE WITH P18 FAUCET SET. — ADVANCE TABCO NO. 7— PS ---60 W/ K4 72 FAUCET HOLE. FURNISHED AND INSTALLED BY G.C. FLORESTONE SERVICE SINK MODEL NO. 40, CENTER DRAIN, 18 GA. S.S. DRAIN GRID FLAT TYPE No. 430. FURNISHED AND INSTALLED BY G.C. BRADFORD WHI 37/1 FURNISHED AND INSTALLED BY G.C. GAS WATER HEATER MODEL NO. 75T- 80B -3N, 80 MBH INPUT, 75 GAL. CAP., 123 GPH RECOVERY © 60° RISE 60° RISE, FURNISHED AND INSTALLED BY G.C. 3/1" BRADFORD WHITE ELECTRIC WATER HEATER MODEL NO. M- II- 80- 18 -3SF, 18 KW INPUT, 80 GAL. CAP., 124 GPH RECOVERY EVERPURE MODEL NO. WPD9328 -05 FILTER ASSEMBLY WITH PREFILTER AND ALARM SYSTEM. SUPPLIED BY OWNER, INSTALLED BY G.C. — — FISHER MODEL NO. 13269. FAUCETS SUPPLIED AND INSTALLED BY G.C. - — FISHER MODEL NO. 3526, 3/8" SHANK, PROVIDED AND INSTALLED BY G.C. - — COLGATE— PALMOLIVE /AJAX MODEL #7927 SUPPLIED BY OWNER, INSTALLED BY G.C. - — CHICAGO MODEL NO. 2200 -4 - — ADVANCE TABCO NO. K -59 GOOSENECK SPOUT W/ AERATOR AND WRIST BLADE HANDLES. - — FISHER NO. 8253 WITH VACUUM BREAKER AND DOUBLE STOPS, BUCKET HOOK AND WALL SUPPORT. 2" _ ZURN SANI —FLOR RECEPTOR NO. Z -1900 -3NH, HALF GRATE WITH ANTI— SPLASH STRAINER INTERIOR. FURNISHED & INSTALLED BY G.C. & WHITE ACID RESISTING ENAMEL — — FISHER NO. 13382 SPRING STYLE PRE —RINSE W/ FISHER NO. 2901 -14 ADD —ON FAUCET - — J.R. SMITH FLOOR CLEANOUT MODEL NO. 4100 SERIES. FURNISHED & INSTALLED BY G.C. — — J.R. SMITH WALL CLEANOUT MODEL NO. 4422C. FURNISHED & INSTALLED BY G.C. PRECISION PLUMBING PRODUCTS TRAP PRIMER MODEL NO. P -2, COPPER BODY, ADJUSTABLE WITH 1/2" COPPER TYPE 'L' TO FLOOR DRAIN. FURNISHED & INSTALLED BY G.C. - — RELIABLE FULLY CONCEALED HEADS; ADJUST EXISTING PIPING TO NEW CEILING HT. COORD. WITH LIGHTING AND HVAC. - — RELIABLE FULLY RECESSED HEADS; ADJUST EXISTING PIPING TO NEW CEILING HT. COORD. WITH LIGHTING AND HVAC. 2 " _ ZURN MODEL Z415S SQUARE FLOOR DRAIN, CAST IRON BODY W /ADJUSTABLE COLLAR W /SEEPAGE SLOTS AND POLISHED NICKEL BRONZE SQUARE STRAINER. PROVIDE W/ TRAP PRIMER. FURNISHED AND INSTALLED BY G.C. AMTROL THERM —X —TROL ASME EXPANSION TANK MODEL NO. ST -12 —C, 6.4 GALLON CAPACITY WITH MAX. ACCEPT. FACTOR OF .5, 150 PSIG WORKING PRESSURE 1.5" — GUY GRAY NO. WB -200 2" DRAIN PIPE. UNIT SHALL INCLUDE 1/2" HOT AND COLD WATER HOSE CONNECTIONS INTEGRAL WITH UNIT AND SINGLE LEVER SHUT OFF VALVE. — 3 „ ' 84' FOUR (4) COMPARTMENT SINK W/ FISHER MODEL NO. 22209 ROTARY WASTE. CUSTOM MADE BY STAINLESS STEEL MANUFACTURER. PROVIDE FLOW CONTROLS (WASTE LEVERS) ON STRAINERS. — 1.5" FISHER MODEL NO. 3043 AND FISHER MODEL NO. 3042 BY STAINLESS STEEL MANUFACTURER. FAUCET FINAL CONNECTION BY G.C. CANPLA2 "CN UR, M C� 3D3-3P, 3. 35 CPM, 7 L , 3" INLET, FL W CONTR L ASSEM LY AN AIR INTAKE TEL - 1 5" CUSTOM BUILT BY STAINLESS STEEL MANUFACTURER. CONNECT TO FILTERED WATER. BRAIDED STAINLESS STEEL WASTE. FAUCET SUPPLIED & INSTALLATION BY G.C. — 3/4" — — 3/4" CUSTOM BUILT BY STAINLESS STEEL MANUFACTURER. 3 CULT M UILT 1' STAINL -CCS STEEL MANUFACTURER. / REMARKS CONNECTED TO FILTERED WATER GAS LINE CONNECTION 38 "-41" A.F.F. BY G.C. (FIELD VERIFY) 1.6 GPF BARRIER FREE WITH P19 FAUCET SET WITH P20 FAUCET SET D.C. TO PROVIDE AND INSTALL SEISMIC RESTRAINTS AS REQUIRED BY CODE. NOTE 1. G.C. TO PROVIDE AND INSTALL SEISMIC RESTRAINTS AS REQUIRED BY CODE. NOTE 1. G.C. TO PROVIDE AND INSTALL SEISMIC RESTRAINTS AS REQUIRED BY CODE. NOTE 1. STU UT WATER LINES AT 24" A-F.F. STUB OUT WATER LINES AT 24" A.F.F. PROVIDE 1/2" STUB @ MOP SINK Ctv Of Tukoillt: G.C. TO PROVIDE AND INSTALL SEISMIC RESTRAINTS AS REQUIRED BY CODE WITH P13 & P24 FAUCET SET. INSTALL IN 36 "H DISPENSER COUNTER PROVIDE VENTING AS REQUIRED BY MANUFACTURER AND LOCAL AUTHORITY HAVING JURISDICTION WITH P15 FAUCET SET INSTALL W/ P21 FAUCET. CLE N TL 1. IN IRCCT ' WASTE T FL R SINK INDIRECT WASTE TO FLOOR SINK RECEIVED CITY OF TUKWILA SEPOi PERMIT CENTER DON PENN CONSULTING ENGI A A A A A A 0:4 0 .1" ° dp W aCI_ W aw 0 c o µ cg a 7 W W a i .0 m Z =0 7 cio OcJ H ti Issue Date Drawn By Appv'd By Revisions Date J5.2.2 VERSION Description Plumbing Schedule P -607 CO OD DAR 8/21/07 JLP 05 5.2 By EER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817- 251 -8411 s .2 ra a x d co CO N O N 0 • -10-07 VGO72I9 10 DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 A A A A A A 0), W� a eL la w w 7 W W * 10 m z E o w I a ` � co O a Issue Date Drawn By Appv'd By Revisions Date J5.2.2 VERSION P&07E- z19 F, dp Description P -807 J I- z 8/21/07 J LP DAR Plumbing Details By w z I— C) w 0 a • 05 -10 -07 5.2.2 Arlington, Texas 817/633-4200 ,. 1 1/2" VENT MIN. PROVIDE CLEANOUTS IN TURNS /ENDS OF PIPE. USE DWV FITTINGS IF " SIZE IS LARGER THAN 1". SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE. .,' v„.I rr MAKE CONNECTION DISCHARGE AIR GRATE GAP INTO GAP SUFFICIENT AND STRAINER. = TWICE PIPE RECEPTOR WITH TO REMOVE MINIMUM DIAMETER. 1 • •: METAL DECK C.O. SPRING 7 ��r�� r '�c.o. .� CONTINUOUS WA E ' ' C 7 ' . • EQUIPMENT UNION • • - ,Q �-�� TO EQUIPMENT AS REQUIRED. . VODES 5' -0" MAX. ��2" VENT MIN. CJs! ' Al i li APPROVED VALVE I FROM GAS METER MAKE PIPE MINIMUM ONE SIZE C CODES EN IF WHEN TRAP LARGER THAN EQUIPMENT AND /OR VENT ARE CONNECTION, MINIMUM 3/4 ". REQUIRED FOR THE USE "M" OR "L" HARD COPPER LENGTH OF DRAIN UP TO 1" AND TYPE DWV FOR PIPE INSTALLED. LARGER. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. 8 CO \DE \SATE DRAIN UNISTRUT P 3300 CHANNEL UNISTRUT P 1010 NUT TOP CHORD BAR JOIST AMU } N Mil DIRT TRAP POCKET I I k w " FLOOR SINK (2) HEX NUTS 1/2" SUPPORT HANGER ROD S01 — SI\< (DIRECT _ UNISTRUT FLAT P 2864 PLATE FITTING S \510\ A \CHOR DETAIL TYPICAL CO GAS \ECTIO\ PIPI 3ETAIL �� 8 MAXIMUM \G „ �_rI �J 2" FOUR COV CONl WASTE LINE PARTY \ECT) TNT SCALE: N.T.S. 10 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. GAS PIPE SIZE AS REQUIRED. SEE DRAWINGS. PROVIDE PROTECTIVE COATING; PRIME PIPE AND FITTINGS WITH A COMPATIBLE PRIMER PRIOR TO APPLICATION OF PAINT. PROVIDE LUSTERLESS ALKYD ENAMEL. PRIMER SHALL BE SYNTHETIC RUST - INHIBITING PRIMER. PROVIDE TWO (2) COATS LUSTERLESS ALKYD ENAMEL. COLOR SHALL BE GREEN UNLESS AUTHORITY. VACUUM BREAKER BY P.C. GATE /BALL VALVE c HW - BY P.C. (TYP.) UNION BY P.C. (TYR) WALL CLEANOUT 2 CW • ■ _ T CHECK VALVE BY P C (TYP) / WATER HEATER SEE PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFO. WALL ACCESS COVER THERMAL EXPANSION - TANK 3/4" T & P RELIEF VALVE BY P.C. 2" WIDE, 20 GA. SHEET METAL BAND AT UPPER THIRD AND LOWER THIRD, SECURE TO WALL FOR SEISMIC BRACING ' RUN 3/4" COPPER SEISMIC BRACING AND SIZING WHERE REQUIRED BY CODE. (BY P.C.) I PIPE TO MOP SINK. BRACE SIZING BRACING SPACING ` DRAIN VALVE BY P.C. I I--- GALV. DRIP PAN BY P.C. - WALL BRACE SIZE 2'x2 "x3 /16' ANGLE 2- 1/8'x2 - 1/8"x3/16' ANGLE 3 "x3 "x3/16" ANGLE 3- 1/2'x3 -1/2 "x1/4" ANGLE 4 "x4"x1 /4" AN GLE 3" DIAM. PIPE MAXIMUM LENGTH 6' -0" 8'-0" 10' -0" 11 --6" 13' -O" 13' -0" TO 18'-0" PIPE SIZE UP TO 1 -1/2" 2" 2 -1/2" TO 3" 4" AND UP MAXIMUM HANGER SPACING 7' -0" 10' -0' 10' -0' 10' -0" MAXIMUM BRACE SPACING* (SEE NOTE 2) NOT REQUIRED NOT REQUIRED 7-0" 1O' --O" " / PLATFORM BY 1" SECONDARY DRAIN ti OTHERWISE REQUIRED BY LOCAL • GENERAL CONTRACTOR f DRAINS TO MOP SINK. MIRE MODEL PAD 16 NOTE: INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. CITY OF T RECEIVED L)KWIL A 1 I �I � CENTER PAD BELOW PIPE STAND 1. DUCTS WHICH ARE LARGER THAN 6 SQUARE FEET IN , CROSS SECTION AREA SHALL BE BRACED LATERALLY 7 -0" ON CENTERS WITH 2" x 2' x 3/16" ANGLE *2. BRACING CAN BE OMITTED ON ALL PIPING SUSPENDED THE TOP OF INDIVIDUAL HANGERS 12" OR LESS IN LENGTH FROM TO THE BO SUPPORT FOR T HE HAPIPE . _ WALL CL`ANOUT DETAIL SHELF WAT V -R HEATER O U SPP 0 ?nn7 \1 T PERM CENTER DETAIL 3/4 "X19 3/4 "X1 /8" MIRO INDUSTRIES PILLOW BLOCK � � - • MODEL #5 -RAH PIPESTAND SCALE: N.T.S. SCALE: N.T.S. PLAN PROVIDE ALUMINUM PIPE PIPE STIFFENING OD �, q5�s STRAPS. FASTEN TO PIPE STAND PER MANUFACTURERS SPECIFICATIONS <' y� " ; r 1 2 COLD WATER L :_. = 1/2" S UPPLY CONNECTION 0 ` TRAP PRIMER \ \ 6 GA. SHEET METAL S 'AP 1 1/2" WIDE, T EXPANSION TANK I �' � GAS PIPE SIZE AS REQUIRED PILLOW BLOCK PIPE STAND ",._I���. MIRO MODEL PAD 16 __ _� 3/4"X19 3 4X1 8 / / �� 4ti PIPE SHALL REST FIRMLY ON PIPE STAND WITHOUT GAPS _ _ • PIPE STANDS ADJUSTABLE PROPER ELEVATION �� OF V ARIO US �` } LAG 0 WALL WITH ANCH�' BOLTS. PROVIDE • 2" THREADED RODS SEC D TO STRUCTURE A: •VE. SEE SUSPENSIO \ ' HOT WATER �- GLOBE V A E UNION YP. YP.) � ► PIPE OR ANGLE ``' " ROOFING MATERIAL -\ 1 PIPE TO MAINTAIN / / ANCHOR DETAIL. COLD WATER GLOBE VALVE CHECK VALVE I' LEVEL PIPING ELEVATION SHIMS OR BL �# ti ' ACCESS PANEL AS NECESSARY . i' \ O "�" v FIXED AIR GAP f r �-' t. T -i ■ 'M_ .I■I il•l� .il i1 ARE PERMITTED PIPE STAND GOOD FOR 1 /2" TO 5" STEEL PIPE SIZES ONLY. HOUSE GAS SUPPORT I ' "' 6 _ j + --j-- RELIEF VALVE 16 GA. SHEET METAL STRAP 1 1/2" WIDE, LAG TO WALL WITH ANCHOR BOLTS (TYP) ■ DISTRIBUTION UNIT. INSERTS J°I 12" MINIMUM TO IN PIPE HORIZONTAL RU::J --- ± 1 - 1 ' 1 /2 K " COPPER (TYP.) FLOOR DRAIN C'T -r e/ MAXIMUM SPACING FOR GAS PIPE SUPPORTS STEEL PIPE V I;I -,,i) GLOBE VALVE WATER HEATER x EQUIPMENT PAD :•:;:• �� ��;: w OAST rx INyla SIZE (NPS) SPACING IN FEET MIN. ROD SIZE CONNECT TO r ;s•r:..,; FLOOR DRAIN (HORIZONTAL) INCHES — (TYP.) I i• _ 1/2" 6 O.C. 3/8 1 Tr. ANGLE OF E°"p` M � ° N ' ECTION EPOH ME�� f TRUSS K- COPPER BELOW l a = I F GRADE NO FITTINGS i CU 3/4 TO 1 " 8' O.C. 3/8 " TO DRAIN 1 1 /4" AND LARGER 1 Q' O.C. 1 /2" OR SPLICES BELOW GRADE. TRAP 4 TRAP PRIMER " WATER LEVEL 1 1 DETAIL FLOOR CLIP �, 1 (VERTICAL) : , :. 3 1/2" TO 5" EVERY FLOOR DETAILS FOR SWAY BRACT \G / --:::'"•: 1 ;1 . •_Y. 's• .g Sri 't • '•'4•:il•a . : I' I'. . .0 • GAS PIPE SUPPORT 0\ ROOF FLOOR WATER v 0U HEATER \ T DETAIL ®SEISV1IC SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 9 SCALE: N.T.S. 10 DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817 -410 -2858 FAX 817 -251 -8411 A A A A A A 0), W� a eL la w w 7 W W * 10 m z E o w I a ` � co O a Issue Date Drawn By Appv'd By Revisions Date J5.2.2 VERSION P&07E- z19 F, dp Description P -807 J I- z 8/21/07 J LP DAR Plumbing Details By w z I— C) w 0 a • 05 -10 -07 5.2.2 Arlington, Texas 817/633-4200 > `„ T I PROVIDE COLD WATER ROUGH -IN AT TOP OF ICE MACHINE. A RRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. 12 ' 1/2" C.W. SUPPLY LINE (TO COME TURN DOWN INTO STACK ROOFING MATERIALS (FLASHING, ETC.) PER LANDLORD MIN. 12" 1 FROM WATER FILTRATION SYSTEM) ;" ``PROVIDE FULL PORT BALL SHUT -OFF VALVE ON ROUGH -IN ADAPTER AND SIX FOOT LONG SOFT COPPER TUBING TO CUBER WATER INLET. DOUBLE BECK VALVE FLAKER REQUIREMENTS MIN. 12" / / 1/ / I / / CAULK WITH FLEXIBLE FILLER SLEEVE O - .f4f.. -HNDIRECT DRAIN OPEN TO ATM 05 P H ER E A T UPPER END ' -- CONNECT TO CUBER DRAIN OUTLET AS REQUIRED NOTE BACK FLOW PEVENTOR TUBE INSTALLED AFTER BALL VALVE •••f•••i f « f f f•f *f +f�f���f�f:��f�f ",�f�� +, .., +w +w.....•.... ._ •,. +�+� ��- = =i= = a ,,6, „ .�� ��f�f +��f r ♦ f e w : t + f�f�f + f�f�f f f�f�f f�f�f f f +f f�T�f�f�� �� i: = '!f�����f f ff�� +:`: :; = ����i` =f : t VENT ABOVE FLOOD RIM I �� WITH FOW AIR CONTROL INTAKE VALVE ,� MIN 4” / / AIR GAP ICE BIN - • .i a�;'r 4. •-.....-%.• .s " -•. if •• t w . , � y,. , , ' . �' • 1. ,• .4. ... , .•.,• ' % - , 4 • . ' : • . ' . i : , :% ; ►' '. Y r, ' • •,; ? '''',.....• . 4 �w � :; t • •. : _ �,- ' FLOOR I �' ROOFING MATERIAL 111 - �� 1° AIR GAP ' SAMPLE BASIN CLEAN our i FLOOR SLAB i NON- COMBUSTIBLE FIRE STOPPING PIPE ROOF CONSTRUCTION FLOOR / GPM, 100 LB. REASE INTERCEPTOR 3 W \-- FLOOR SINK SLEEVE ROOF CONSTRUCTION 3/4" / 1 " PROVIDED BY EQ. COMPANY & INSTALLED BY G.C. INCREASER WHEN REQUIRED AS REQUIRED 3• W DETAIL V PER CODE 1 CREASE ARY LINE BENEATH FLOOR. O I \TERCEPTOR ' NOTE: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND LIQUID TIGHT. - _El CD FLOOR DRAIN 6 ICE MIACHI U \E CO\ k CONNECT DRAIN OUTLET \ECTIO TO ICE BIN AS REQUIRED \S F PIPE FLOOR PE \ETRATIO\ DETAIL 3 VE \T T - ROUGH ROOF VENT STACK DETAIL SCALE: N.T.S. SCALE: N.T.S. 9 SCALE: N. T.S. SCALE: N.T.S. lb TERMINATE SEAL OR CAULK FLUSH WITH SLEEVE FINISHED STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION. SEAL SLEEVE WITH TIGHTLY THIN SET QUARRY TILE SLOPE TO DRAIN �— SEALANT ALL AROUND PROVIDE ROUND SECURED NICKEL WITH "CO" CAST IN COVER. VARIATIONS SUITABLE FOR FLOOR RECESSED FOR TILE, SCORIATED PROVIDE BRONZE PLUG IN PVC BRONZE ADJUSTABLE TOP PROVIDE CLEANOUT TOP WITH COVERING (CARPET MARKER, FOR UNFINISHED FLOORS). BODY. FLOOR SLAB ON GRADE MEMBRANE CLAMP SLEEVES THRU WALL FIRE WALLS IN SMOKE TIGHT SURFACES WI V w / .l1f � il�,�,L :: : d : - ' + • •,•,•4 : :• 4 .'. ' • •+ .- ,. ; . L ' - '''.: `r .L _,% T "'■ • • _ I .� 41it�.... _ • r tt �/ ,+ . —: +:._; • ' * ' �'�' ' � + • • . '• � .. . ' �•.1 ,. • 4 �: ' r y • • � ► r, . �• •Y ., �' -� '' .,'�" ! F t AS OF ED FOR DEPTH OF SEWER HUB AND SPIGOT PVC » SAME SIZE AS SEWER UP TO 4 MAXIMUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMB /NA TION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE ∎ •• ' +: / / �� • ..-.:•• .. • •• j „ • . ; ' . 4 ' MANNER AND TO MEET FIRE RATING r' OF WALL (REFER TO ASTM E-814) PLUS GAP AS REQUIRED BY LOCAL CODES. (25 GA. SPLIT WALL SLEEVE ALSO ACCEPTABLE) w � ; ��• • : .. ; . :. '� ,,,, - , • ., 4 •; ` � 4 ...• , SEALING AND A NCHORING COLLAR (WATERSTOP) PACKED OAKUM AND POUR LEAD OR OTHER WATERPROOFING MATERIAL (PROVIDE FIRE RATE FIRE RATED 4 .. ` s : .. ••, PIPE BELOW FLOOR SANITARY OR STORM SEWER (N)CONCRETE— --- z . - ''������������� : - - - N BODY CAST INTO CENTER PIPE SLEEVE "'' SEALANT ;��,�� ""'' IN WALLS) LINE J > I DIRECT /ON OF FLOW \ k. rir \ r NI FINISHED ESCUTCHEON PLATE FLUSH AGAINIST SIZE M=111 � � -(E }CONCRETE SLAB SQUARE BLOCKOUT CONCRETE SLAB AND CONCRETE SECURELY FASTENED TO STRUCT. AS NECESSARY LOCATE AT BUILDING EXIT, OF PIPE GREATER THAN 45 ON STRAIGHT RUNS, AND WHERE BACKFILL PER ARCHITECTURAL CLEANOUTS WHERE THERE LOCAL CODES FOR OTHER FLOOR CLEANOUT AT ENDS DEGREES, SPECIFICATIONS. IS 18" FCO REQUIREMENTS. DETAIL OF RUNS, AT TURNS ,._ _. AT 50' INTERVALS _,... SHOWN ON PLANS. PROVIDE - -- LOCATE 1 ,, CLEAR AROUND. CONSULT SEP 1 8 %I ?i±7 - STANDARD WEIGHT STEEL PIPE POURED EXTERIOR SURFACES 0 AS REQUIRED 3/8" COPPER LINE THROUGH (E) SLAB ON GRADE TO TRAP PRIMER FLOOR DRAI\ DETAIL PIPE AND INSULATION TO BE CENTERED IN SLEEVE -DO NOT SUPPORT PIPE FROM SLEEVE WALL AND OF TO COMPLETELY COVER OPENING FINISHED WALL SURFACE _ ������ COAT CONCEALED PIPING NOTE: PROVIDE FOR ALL MASONRY PIPE SLEEVE I PIPING EXPOSED TO VIEW WALLS AND FIRE RATED WALLS \TERIOR WALLS IN PLACE Q PIPE SLEEVE EXTERIOR WITH TAR COMPOUND OR OTHER WATERPROOF MATERIAL WALLS S CALE: N.T.S. SCALE: N.T. p ; BUILDING y�G D L IN'vi : , %i ; i . ' SCALE: N.T.S. 1 0 SCALE: N.T.S. THIN SET QUARRY TILE SLOPE TO DRAIN SEALANT ALL AROUND ROOF TOP UNIT INTEGRAL CONDENSATE LESS ROOFTOP UNIT CONDENSATE FAIN. DRAIN PIPE SIZE SHALL NO THAN DRAIN CONNECTION ON .NIT. OPEN TO ATMOSPH E RATED WALL t, - • : °' ;. � . • . t — 1" FIBERGLASS INSULATION THRU WALL O . ;; • �: "' : :- 4' ., •4 • • (E) OR (N) PIPE r : • ,� • • ;:.: 4 ; ��1111111� r • ..• 1 , - '� •. • : . .: ; . .. • •' . • .: ..•� : ' � ''' • . �' �• :, • - 1 1 + 1111b P •••.:. ∎ II ,. _ 1 RECEIVED CITY OFTUKWILA / ,: ; • . • • . • . • ' , • r :. .. '':' x - c° �••• .� � � �; r s � -.: 3M B E BARRIER RAND FIR CP25WB+ CAULK OR EQUAL. COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND WALL AND LEAVE A MIN. .�; =" x , �; ',' ` " `� (E)CONCRETE (N)CONCRETE t MN z ..v PERMIT CENTER SLAB SQUARE BLOCKOUT ^ DRAIN CONCRETE SECURELY BODY CAST INTO SLAB AND FASTENED TO � _ 5/8" BEAD AROUND BOTH OUTSIDE FACES OF WALL. UNINSULATED - UL SYSTEM WL 1001 INSULATED - UL SYSTEM WL 5039 A C: DENSATE LINE SHALL RUN AT A COPPER PIPE SLO'. OF NO LESS THAN 1/8" PER 1' -0." EE PLUMBING PLANS FOR ROUTING ■ CONDENSATE, CONDENSAT - IPE SIZING, AND DISCHARGE LO TION. 0 RT, CONDE \SATE P -TRAP AS REQUIRED THROUGH (E) ON GRADE 4 FLOOR SIN< STRUCT. AS NECESSARY SLAB DETAIL NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5039 AND BE A UL TESTED ASSEMBLY. PIPE THROUGH WALL PE FIRE \ETRATIO\ DETAIL SCALE: N.T.S. 0 SCALE: N.T.S. SCALE: N.T.S. E D C B A 2 3 4 5 6 7 8 9 10 A Issue Date Drawn By Appv'd By Revisions Date A A A A A J5.2.2 VERSION dp DON PENN CONSULTING ENGINEER 635 WESTPORT PKWY. SUITE 300 GRAPEVINE, TEXAS 76051 817- 410 -2858 FAX 817- 251 -8411 Description P-802 8/21 /07 J LP DAR Plumbing Details By • 05 -10 -07 5.2.2 ?6o7-z19