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HomeMy WebLinkAboutPermit PG08-293 - WILBUR ELLISWILBUR ELLIS 16300 CHRISTENSEN RD SUITE 135 PGO8-293 Parcel No.: Address: Suite No: CitAf 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 PLUMBING /GAS PIPING PERMIT 2523049078 16300 CHRISTENSEN RD TUKW Permit Number: Issue Date: Permit Expires On: PG08 -293 01/02/2009 07/01/2009 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: WILBUR ELLIS 16300 CHRISTENSEN RD, STE 135 , TUKWILA WA BRCP RIVERVIEW PLAZA LLC 248 HOMER AVE , PALO ALTO CA CAMERON SCODELLER 21727 76 AV W, STE C , EDMONDS WA SJS MECHANICAL SERVICES LLC 21727 76 AV W, STE C , EDMONDS WA Contractor License No: SJSMEMS951KL Phone: Phone: 206 963 -2716 Phone: 425 672 -3247 Expiration Date: 05/13/2009 DESCRIPTION OF WORK: INSTALL ROUGH -IN PLUMBING FOR AND PROVIDE AND INSTALL DISHWASHER, SINK, AND 10- GALLON HOT WATER HEATER. Value of Plumbing /Gas Piping: Fees Collected: $4,000.00 $154.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 1 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 0 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 0 1 Gas Piping 0 Gas piping outlets (0 -5) 0 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -293 Printed: 01 -02 -2009 City ofTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG08 -293 Issue Date: 01/02/2009 Permit Expires On: 07/01/2009 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie fk i ►�1/�/l Date: ( t1401 ed this ermit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: ! � Date: O/ - G Z - 0 Print Name: (g e'-e/ scod e_l /ems This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG08 -293 Printed: 01 -02 -2009 Parcel No.: 2523049078 Address: Suite No: Tenant: • 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 16300 CHRISTENSEN RD TUKW WILBUR ELLIS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -293 ISSUED 12/08/2008 01/02/2009 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** doc: Cond -10/06 PGO8 -293 Printed: 01 -02 -2009 • 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 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 construction or the performance of work. Signature: Date: a 00 Z 7 Print Name: 66 eetin 're e of ordinances governing or local laws regulating doc: Cond -10/06 PGO8 -293 Printed: 01 -02 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://wwwci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. *t)$- 21S Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review, Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 16300 C y riC ehseM ? Tenant Name: LAP( 1 rJ%M' E U 1 s CD c..• Pithy S {e Property Owners Name: (6 K (-P Paler Ih ew p�Zq L , Li. Mailing Address: Z-149 Pawl- ifVe - Id) I0 - 4ile City King Co Assessor's Tax No.: Z 513 o . 9 G .7-8 Suite Number: 1 3 5 Floor: 1 New Tenant: ❑ Yes 0 State 9y.3jj Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: CGlhhtvoh sli'cl eHer- Mailing Address: 21 7 76 r: B/UG t E -Mail Address: C)S(�je.L'hahrZgl (� //!0 &a t 4yh Day Telephone: 204 yI.R• 2..-?.7 o4110 vI f _ W/y _ 9r0z6 City State Zip Fax Number: Z J e • GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -Ga ray (0 ^f'�'rhL%Ts $ r Mailing Address: / 0 1 JC jp Je "Ave N 5k.42.0 Contact Person: all 0 Si eY E -Mail Address: / /i � Contractor Registration Number: G!4 T E •" V C_S iq 2. G3 se Wt1 qg fog City State Zip Day Telephone: 2.06 6 Z/ . 911( Fax Number: 2-06 0-1 • q!13 Expiration Date: 7-11 I0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Zip Contact Person: E -Mail Address: City State Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\ Applications \Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 1 of 6 • PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Si lvitalG►b►j ev�I Se Mailing Address: Z 11-2-7* 7-6, 6' M/6 (A, Cu.;k Contact Person: Skye- Je h hs, i- E -Mail Address: 5)5MCCfial,21 ® ki iva•C /fr Contractor Registration Number: $ 7_Do7crh 9S2%L Cdh,oh ds _ W4 V024 City State Zip Day Telephone: 2-06 3-6? . D331. Fax Number: ZO iv_ _ .7-63 • U 44 z Expiration Date: S' 13-01 Valuation of Plumbing work (contractor's bid price): $ 1000 Valuation of Gas Piping work (contractor's bid price): $ _ Scope of Work (please provide detailed information): /h shit J '- - p /wi bi b, i .- Oro v;d' awl dghf/I d waf4 S;#1 '' ,q / /0/'/ hot Building Use (per Int'l Building Code): C NA-V7-4 , /t7t w Occupancy (per Int'l Building Code): 600.9 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) _ _ Wash fountain Gas piping outlets _ Bidet Food -waste grinder, commercial Receptor, indirect waste �O Am/ Clothes washer, domestic Floor drain Sinks i Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain I Lavatory Water Closet 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 Q:\Applications \Fomts- Applications On Line \3 -2006 - Permit Apphcation.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 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): 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 OWNER OR AUTHORIZED AGENT: Signature: Print Name: 6.°1177e--4-DP, S-coche fir Mailing Address: 2-1-1- 2'4 t" G Day Telephone: City Date: 14'f/- Ergo26 State Zip Date Application Accepted: Date Application Expires: Staff Initials: Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 bh Page 6 of 6 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 2523049078 Permit Number: PG08 -293 Address: 16300 CHRISTENSEN RD TUKW Status: PENDING Suite No: Applied Date: 12/08/2008 Applicant: WILBUR ELLIS Issue Date: Receipt No.: R08 -03890 Initials: User ID: Payee: JEM 1165 Payment Amount: $154.00 Payment Date: 12/08/2008 09:19 AM Balance: $0.00 SJS MECHANICAL SERVICES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5631 154.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000/345.830 26.00 000.322.103.00.0 128.00 Total: $154.00 0288 12/08 9707 TOTAL 154.00 doc: Receiot -06 Printed: 12 -08 -2008 ^INSPECTION RECORD P�D$'Za Retain a copy with permit f INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: u� ` It g r �u�� s hA4-k Type of I spectio P cA. Address: 1 63 0 0 /11; 5 CA i€A P1) Date Called: ------ Special Instructions: / Date Wanted: - �,ro: ' - 2.2 - 0c( p.m. Requester: 7 Phone No: r� G / G /6to— 1010-0305 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto ttkAk Date: / _ 22 , o / ri $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION rz 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT Protect: . /r /h2/ , deli , Type of I pection: . cntyh - ).v Addre s: /� ,5ov (Ihf/ - */l,s4v Date Called: C Special Instructions: Date Wanted: —�� -Q� Requester: Phone - 6 3 -z7 /L, Approved per applicable codes. Corrections required prior to approval. COMMENTS: ac_ , Day:� . '.6c.00 REINSPECT! o N FEE RE IRED. Prior to inspection, fee must be . id at 6300 Southc= nter Blvd., Suite 100. Call to schedule reinspection. R-ceipt No.: Date: QU.4Z/Tr PUMPS 5NLE 67,7, AA Product information presented here reflects conditions at time of publication. Consult fac- tory regarding discrepancies or inconsistencies. V11- .`.a ;:04105- i0 - 115 - 120 - 131 env- l ` r MAIL TO: P.O. BOX 16347 • Louisville, KY 40256 -0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 ^w (502) 778 -2731. 1(800) 928 -PUMP FAX (502) 774 -3624 SECTION: 2.60.040 FM2335 0705 Supersedes New visit our web site: www. - oell@i1�CVyCLOk CODE COM) !`.Ca SER- ES r' Model 132* (Preassembled) Removes water from areas where gravity flow is n Applications include, laundry tray pump, wet bar sink, lavatory, air conditioning condensate or dehumidifier water removal. It can also be used in conjunction with dishwashers and garbage disposal applications. Standard Installation Lavatory Sink Wct Bar Wi it Sin "(Trap provided by others) 'Laundry Tray Primp Dehumid e Air Conditioner DEC 3 0 2008 NO INLET FILTERS OR SCREENS TO CLEAN SSPr1MA MF.faEF4 c SU4Y AIP SEWAGE PUMP WFS Models 104 8 132 are not IAPMO approved. Product may not be exactly as pictured. DRAIN PUMP SERIES INCLUDES: • Automatic pumps with tank cord seals and all hardware for easy asses L' CflYor DEC o • Polypropylene basin and lid. • Internal discharge pipe to lid.(Trap supplied by others.) ** • Check Valve (30 -0181, not included with model 104). DRAIN PUMP MODEL PUMP SHI�TC SERIES WITH BASIN WT. 104* M72 19 lbs. ...•lo►105 M53 30 lbs. 110 M55 33 lbs. 115 M57 35 lbs. 120 M59 38 lbs. 131 M98 47 lbs. 132* M72 19 lbs. SK2011 Models 104 & 132 are not IAPMO approved. © Copyright 2005 Zoeller Co. All rights reserved. VED VKWLA 3 2008 ENTER ti PUMP FEATURES (Models 53.55- 57- 59 -98) • Passes laundry lint. • Automatic, float operated mechanical switch. • 115 V/1 PH, all Drain Pump Series. • 9 ft. UL Listed 3 -wire cord and plug. (15 ft. cord std. on model 98) • Stainless steel screws, guard, handle and switch arm. • Passes %" spherical solids. • 1'/z' NPT discharge. • 1550 RPM, 60 Hz. 1725 RPM on model 98. • Non - clogging vortex impeller. • Glass - filled polypropylene base with built in strainer on M53 and M55. Model 59, all bronze construction; model 57 & 98 all cast iron construction. • Temperature rated 130 °F. • UL Listed Pump. (Model 72) • Passes laundry lint. • 115 V/1 PH, all Drain Pump Series. • 9 ft. UL Listed 3 -wire cord and plug. • Stainless steel screws, switch arm and lower motor housing. • Oil free. • Passes 3/8" spherical solids. • 1%" NPT discharge. • 3400 RPM. • Non - clogging vortex impeller. • Temperature rated 110 °F. cCSAus Certified Pump. TOTAL DYNAMIC H w 1- 25 20 15 0 COMPARE THESE FEATURES BASIN • Polypropylene construction. • Corrosion resistant. • High capacity. • Gasket sealed polypropylene lid. • 2" NPT vent. • 1'/2" NPT discharge. • 1 %" compression slip fit for top and side intake. NOTE: 132 comes preassembled for side inlet only. • Threaded connections for easy installation. • May be installed with internal trap for space savings. • Gas tight cover. • Temperature rated 130 °F. • Fits under most sinks. • Basin Passes 10' Stack Test.' 'Models 104 and 132 will not pass 10' Stack Test CHECK VALVE(excluding Model 104) (30 -0181) • "Full Flow" design. • 1' /z' or 11/4" slip is slip union. • PVC construction. For additional specifications see FM0217. NOTE: Foradditional inlet option or high head applications contact factory. 1112'NPT DISCHARGE r NPT VENT (8) COVER l HOLES ' 112' DRAIN ..... INLET (TOP) CORD SEAL HOLE 14 112 DIA. I12" DRAIN INLET (SIDE) 12 1)2 11 '.8 EASY INSTALLATION - NO NEED TO DIG A SUMP IA WARNING SK2012 TO REDUCE THE RISK OF ELECTRICAL SHOCK A PROPERLY GRCUNL)E0 RE- CEPTACLE OF GROUNDING TYPE SHALL BE INSTALLED AND PROTECTED BY A GROUND FAULT CIRCUIT INTERRUPTER (GFCI) IN ACCORDANCE WITH NATIONAL. ELECTRICAL. CODE AND LOCAL CODES. D0 NOT REMOVE GROUND PIN FROM PLUG. PUMP PERFORMANCE CURVE 104/105/110/115/120/131/132 .u. . M ■■ 104/132 10511101 tis/izo GALLONS LITERS 10 20 30 40 50 60 70 80 80 160 240 FLOW PER MINUTE MODELS 104/132 105I110 1151120 131 Feet Meters Gal. Liters Gal. Liters Gal. Liters 5 1.5 _ 38 144 43 163 72 273 10 3.0 30 114 34 129 61 231 15 4.6 14 53 19 72 45 170 20 6.1 — — — — 25 95 Shutoff Head: 18 ft. (5.5m) 19.25 ft (5.9m) 23 ft. (7.0m) 009898 DRAIN PUMP MODEL REPLACEMENT PUMP PART NUMBER 104 72 -0001 105 007917 110 007918 115 007919 120 007920 131 007921 132 72 -0001 RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2005 Zoeller Co. All rights reserved. < .. Mechanical December 18, 2008 -� COPY OODE�CQM � +-u�c' APPROVED DEC 3 0 2008 7 Dave Larson, Sr. Plan Examiner Tukwila Building Division CitY Of Tukwila Tukwila, WA DNIOL Reference: Project name: Wilbur Ellis; Permit #: PG08 -293; Building Review Memo dated 12/11/08 __ Subject: Response to Building Review Memo Dear Mr. Larson; Per our telephone conversation on 12/17/08, the following are the answers to your questions: Question 1: Please provide the vertical rise of the sewage ejection line from the sewage ejection pump and the associated gallons per minute flow from this pump? Answer: Vertical rise is approximately 8'. At 8 feet, the Zoeller M50 series pump is capable of pumping 35 gallons per minute — see attached pump curve. Question 2: Please provide a fixture unit count for all of the fixtures currently draining into the vertical 3" drainage line that the new sewage pump will tie into? Answer: We investigated the 3" vertical line and could find only one fixture tied into this line — mop sink located on the 3rd floor — 3 Fixture Units. Question 3: Section 710.5 of the UPC requires you to allow two fixture units per gallon of flow per minute from any pump or ejector. With the addition of other fixtures, the 3" vertical drainage line may not be big enough to handle the total fixture units. Provide total fixture unit calc and revise plan as necessary. Answer: Pump would be 35 gpm x 2 fixture units or 70 fixtures units + 3 fixture units for the mop sink — total fixture units would be 73 fixture units which would be over the allowable fixture units for a 3" vertical drainage line. However, per our phone conversation, we believe that we should be granted an exception and be allowed to tie into the 3" vertical line because there are a number of limiters that will reduce the flow from the pump to the line: 1) the basin that the pump is in is less than 6 gallons and really less than 5 gallons when the displacement of the pump is taken into account and will limit the amount of liquid that can flow to the pump at any one time; 2) We are pumping a break room sink that even if full will hold only 10 gallons of water and if the contents of the sink were dumped all at once it is still limited by the pump basin and by how fast the sink can be refilled — 2.5 gpm aerator on the faucet. Thank you. Sincerely Steve Johnson SJS Mechanical Servic LLC (206) 595 -3481 CORRECTION LTR #._1—.. 21727 76th Ave W, Edmonds, WA 98026 Phone: 206 763 -0334; Fax: 206 763 -0442 RECEIVE 292008 PERMIT CENTEI ,amlltY PUMPS LNCE 29,7,7 " Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. SSPMA /MEMBER/ SUMP ® AND SEWAGE. 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 visit our web site: www.zoeller.com ENGINEERING SPECIFICATIONS SHEET SUBMERSIBLE DEWATERING /EFFLUENT PUMP 50 SERIES MATERIAL SPECIFICATIONS: • Motor - 60 Hz, 1550 RPM, oil - filled, hermetically sealed, automatic reset thermal overload protected. • UL Listed 3 -wire cord plug; 9 ft. standard for automatic / 15 ft. standard for nonautomatic. • Model 53/55 - Engineered, glass - filled, plastic impeller with metal insert. • Model 57 - Cast iron impeller / Model 59 Bronze impeller. • Model 53/55 - Glass - filled polypropylene base. • Model 57 -All cast iron construction / Model 59 -Al! bronze construction. • Carbon and ceramic shaft seal. • Stainless steel screws, switch arm, guard and handle. • Square ring & gasket - Neoprene. • Upper and lower sleeve bearings running in bath of oil. • Corrosion resistant powder coated epoxy finish. • Solid buoyant polypropylene float. ENGINEERING FEATURES: • Passes 1/2 inch spherical solids / 1 -1/2" NPT Discharge. • Temperature to 130° F (54° C). • Non - Clogging Vortex Impeller Design. • Float operated, submersible (NEMA 6) 2 -pole mechanical switch & variable level long cycle systems available. • No screens to clog. MODELS Control Selection Listings CSA UL Model Volts Phase Mode Amps Simplex Duplex M53/55: &.M57/59.-. • 1154...'. 1 ?. '°: Auto :` 9:7•' • 1' •' .: =`, .Y '•- i Y N53/55 & N57/59 115 1 Non 9.7 2 3 or 4& 5 Y Y 13N53' =' ' ■:- •": 415:.;P. . :1,` . "Auto :.9.7h Y I Y.' 8N57' 115 1 Auto 9.7 • - -- N Y BE53157,_ ?`t..- 1.'2301ii ,1rri!i - Auto.'. .:'4.8'w.. ... , F, -;,i,r ••:r -i• Y` . D53/55 & D57/59 230 1 Auto 4.8 1 — Y Y E53/55' &'E57159 :" .230°,;:-vr': ti',: , ;t Non. 4.8, :: 2y '-'t -. - 3br'4 & 5: Y.' 1 Y. • Single piggyback switch included. SELECTION GUIDE 1. Integral float operated mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. Mechanical alternator "M -Pak" 10 -0072 or 10 -0075. 4. See FM0712 for correct model of Electrical Alternator. 5. Variable level control switch 10 -0225 used as a control activator, with Electrical Alternator (3) or (4) float system. TOTAL DYNAMIC HEAD fn w w w 6 4 2 0 1- w w FM2264 1004 Supersedes New 1 1/2 -11 1/2 NPT 20 15 Certified to CSA Standard C22.2 No.108 Tested to UL Standard UL778 PUMP PERFORMANCE CURVE MODELS 53/55/57/59 10 5 GALLONS LITERS 0 10 20 30 40 5 I I 80 160 FLOW PER MlbTOCF V SK858 © Copyright 2004 Zoeller Co. All rights reserved. DEC 232008 PERMIT CENTE 2 '... / \ ..,...., A, / ,e: \ %:. . ..). ....... t.) , ' 43 -7— .,...,. \ \ t. PERMIT CENTER ft 6 • PERMIT CENTER tuv- 3 IgnmaTport 'ui" V i7 p i Chy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 11, 2008 Cameron Scodeller 21727 76 Av W, Suite C Edmonds WA 98026 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -293 Wilbur Ellis —16300 Christensen Rd, Ste 135 Dear Mr. Scodeller, This letter is to inform you of corrections that must be addressed before your plumbing 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 Building Department. At this time the Public Works Department has no comment. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. 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. Sincerely, e ifer Marshall it Technician encl xc: File No. PG08 -293 P:\Permit Center\Correction Letters \2008\PG08 -293 Correction Ltr #1.DOC jem R2nn cnathnontor Rnnlouarrl cnito ifinn o Tukwila Wachinotnn OR1RR o Phnno• 2fli -A' 1 -2,57n o Far• 76A- A21.2AAS Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 11, 2008 Project Name: Wilbur Ellis Permit #: PG08 -293 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (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. Please provide the vertical rise of the sewage ejection line from the sewage ejection pump and the associated gallons per minute of flow from this pump. 2. Please provide a fixture unit count for all fixtures currently draining into the vertical 3 inch drainage line that the new sewage pump will tie into. 3. Section 710.5 of the UPC requires you to allow two fixture units per gallon of flow per minute from any pump or ejector. With the addition of other fixtures, the 3 inch vertical drainage line may not be big enough to handle the total fixture units. Provide total fixture unit calc and revise plan if necessary. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PLAN • tl�j. f sz &INGSLIP ACTIVITY NUMBER: PG08 -293 DATE: 12 -23 -08 PROJECT NAME: WILBUR ELLIS SITE ADDRESS: 16300 CHRISTENSEN RD, SUITE 135 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: .21, AY I? V1 uilding Divisi n Public Works tIA Fire Prevention Structural 0 Planning Division Permit Coordinator n DETERMINATION OF, COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -25 -08 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions DUE DATE: 01 -22 -09 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -293 DATE: 12 -08 -08 PROJECT NAME: WILBUR ELLIS SITE ADDRESS: 16300 CHRISTENSEN RD, STE 135 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building L vision 1! P blic Works P11P 12-9- Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Y( Comments: Incomplete DUE DATE: 12-09-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01-06;09 Approved U Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ri/v„ Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ` 2= Z 3 ' o Plan Check/Permit Number: Pe' �� -13 ❑ 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: `�1,� r //' 5 Project Address: Contact Person: 51-f---fr(-- ii/Ah s on Phone Number: CZ G C) S`? 5- 3 4 ? Summary of Revision: f et- +0 ac,es/zhf c (4/- r). Cc-F RECEIVED CITY OF TUKWILA IDEC 2 3 2001 PERMIT o la Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisit Received at the City of Tukwila Permit Center by: in Permits Plus on 1 -� \applications Vorms- applications on line\revision submittal Created: 8 -13 -2004 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address SJS MECHANICAL SERVICES LLC 4256723247 21727 76TH AVE. W. Suite /Apt. SUITE C City State Zip County Business Type Parent Company EDMONDS WA 98026 SNOHOMISH LIMITED LIABILITY COMPANY UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602478200 ACTIVE SJSMEMS951 KL CONSTRUCTION CONTRACTOR 5/13/2005 5/13/2009 PRIMMML0000G PLUMBING UNUSED Business Owner Information Name Role Effective Date Expiration Date JOHNSON, STEVEN P PARTNER /MEMBER 05/13/2005 Bond Amount SCODELLER, TERRY R PARTNER /MEMBER 05/13/2005 575020C SMITH, BRENT PARTNER /MEMBER 05/13/2005 Date Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY e INDEM CO 575020C 05/12/2005 Until Cancelled Date Date $6,000.00 05/13/2005 Insurance Information Page 1 of 2 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= SJSMEMS951 KL 01/02/2009 Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date AMERICAN 3 FIRE ft BKA53475190 05/06/200805/06 /2009 $1,000,000.0005 /05/2008 CASUALTY https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= SJSMEMS951 KL 01/02/2009 rn t/ GAGE -OFF 103 1 2 CPT 0 0 0 PRIVATE OFFICE 1 109 Finish Specifications Continued: CASE WORK PL1 PL2 PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: ALABASTER COLOR NO: D431-60 LOCATION: RECEPTION DESK PLASTIC LAMINATE MFR: WILSONART LAMINATE COLOR NAME: OCHRE ROLETTA COLOR NO: 4738-60 LOCATION: RECEPTION DESK NOTE: FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION co DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. \ 2 CPT WORK STATION 8 8 1 110 1 WORK STATION 8 XJ8 I 111 I BASE ( 2 a 1 PEASE 2 TYP rn n r LARGE CONF. RM L105 1 '-11" CPT PRIVATE OFFICE PRIVATE OFFICE H 11 1st Floor Plan Scale: 1/8"= 1 -0" ACCENT WALLS MFR: COLOR NAME: COLOR NO: SHEEN: TYPICAL BASE, U.N.O. MFR: MATCH EXISTING PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD Eu •-- 8') RECEPTION AREA -co 101 1,- ( 106 ) Finish Specifications Continued: SHERWIN WILLIAMS ECLIPSE SW 6166 EGGSHELL, SEMI-GLOSS AT WET AREAS 9 INDIO MAIL/COPY ROOM r 2 CPT TYP ..J L IJI 18 TRAINING ROOM 16't CATERING 1 108 1 Mei W STATION 88 1 1 114 1 VCT 1 VCT DW WORK S TION 8X 1 115 1 CI WORK STATION 8 X 8 WORK STATION 8 8 MFR: E COLOR NAME: COLOR NO: SHEEN: STORAGE 1 107 11 16 ) 1 1 LT) 10'-2 3/4" 1 40h1 PRIVATE OFFICE 126] 2 CPT WORK S 8 1 116 1 ( 126 14 1-7.1 v VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOUDPOINT COLOR NAME: TOASTED SESAME COLOR NO: 337 VINYL COMPOSITION TILE MFR: MANNINGTON SERIES: SOUDPOINT COLOR NAME: CHOCOLATE FUDGE COLOR NO: 339 1 CO W0 RF STATION Ei X 8 4 128 WORK STATION X8 WORK STATION 8 X 8 1 119 1 WORK STATION 8 8 1 120 1 Finish Specifications Continued: GENERAL WALL PAINT (TYPICAL U.N.O.) ,, tittrAMA, 11. WORK STATION 8 X 8 1 121 1 WORK STATION 8 8 1 122 SHERWIN WILLIAMS WHITETAIL SW7103 EGGSHELL, SEMI-GLOSS AT WET AREAS WORK STATION 8 8 1 131 I WORK STATION 8 X 8 1 130 1 WORK STATION 8 X 8 1 129 WORK STATION 8 X 8 1 125 DW PEE --( WORK STATION 8 8 L1 WORK STATION 8 X 8 1 133 WORK STATION 8 8 1 132 _1 COFFEE BAR , 1 123 1 SCS. MNp. OFFICE (E) CPT CPT 2 1 124 1 20'-0" WORK STATION 8 X 8 1 135] E E WORK STATION 8 8 1 137 1 WORK STATION 8 8 1 136 \„/ T Finish Specifications: FLOORING TYPICAL FLOORING, U.N.O. MFR: MATCH EXISTING STYLE NAME: TBD STYLE NO: TBD COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: TBD LI ACCENT CARPET, U.N.O. MFR: BIGELOW STYLE NAME: X-FACTOR COLOR NO: 7877 - DISGUISE BACKING: ENCYCLE MODULAR INSTALLATION: BRICK ASHLAR MFR REP.: STEVE STEIN 206-619-0976 20'-0" PRIVATE OFFICE 1 138 1 L 173 1 APPL. MNGR. OFFICE (E) PROC. MNGR. OFFIC.E (E) J 174 1 CPT 173 C174 ) 1TI V PHASE 2 APPL MNGR. OFFICE (E) 1 139 WORK S ATION 8 8 172 171 WORK STATION 8 X 8 WORK STATION 8 8 WQSLTiflN 8 8 1 169J 20'-0" DEV. MNGR. OFFICE (E) CPT 1 140 1 WORK STATION WORK STATION 8 X 8 -- I 167 1 8 X 8 1 166 OFFICE (E) c WORK STATION 6 8 1 143 1 WORK STATION 8 8 1 142 R I WORK STATION 8 X 8 1 165 20'-0" BREAK ROOM 1 170 1 WORK STATION 6 X 8 146 1 WORK STATION 8 X 8 I 145 I CNC OFFICE (E) 1 144 1 Project Notes and Alternate Bid Info.: 1. PAINT TO BE P-1 U.N.O. AT ALL AREAS NOT OBSTRUCTED BY SYSTEMS FURNITURE. 2. CPT TO REMAIN U.N.O. 3. NEW BASE TO MATCH EXISTING. 4. AT CATERING ROOM AND EQUIPMENT STAGING AREA VCT TO BE RANDOM WITH 70% VCT-1 AND 30% VCT-2. VERIFY FINAL LAYOUT WITH ARCHITECT. 5. FINISH SPECIFICATIONS FOR PRICING ONLY. REFER TO FORTHCOMING CONSTRUCTION DOCUMENTS FOR FINAL FINISH SPECIFICATIONS. 6. AT CONFERENCE ROOM 106 PROVIDE ALTERNATE PRICING FOR POWERED TABLES RUNNING OFF ONE FLOOR BOX. DATA WILL BE WIRELESS IN THIS SCENARIO. 7. MECHO SHADES TO BE INSTALLED ADJACENT TO BUILDING STANDARD BLINDS. PROVIDE ALTERNATE PRICING FOR MECHO SHADES IN TRAINING ROOM ONLY. WORK STATION 8 X 8 FILE ROOM 1 148_1 WORK STATION 8 8 1 49 1 20'-O" WORK STATION 8 X 8 1631 u WORK STATION 8 ).0 8 a \-1 1 1 162 Partition Legend: 1■11•1111 Ifa Pi IV/J/.d F. Key Notes: F.E.C. T r ALIGN L SERVER ROOM J60 20'-0" 1 CPT 1 CPT WDRK STATION 8 8 1 151 [I LARGE CONF.. RM 1 161 11 1[77 11 - 11 PRIVATE OFFICE 052 WORK STATION 8X 8 1 153 1 EXISTING PARTITION AND SHELL AND CORE WALL TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. PARTIAL HEIGHT PARTITION - REFER TO DETAIL 4/I-9.1 1 HOUR RATED FULL HEIGHT PARTITION. REFER TO DETAIL 5/1-9.1 100% BLACKOUT SHADE. SPEC: MECHO SHADE 700 SERIES, DARK GREY 0711. PROVIDE MANUAL CONTROL. 20 WORK STATION 8 8 WORK STATION 8 8 WORK STATION 8 8 154 1 156_1 1 155] ' FELE Pir Permit 110. Fiar review cpproval b subject to mow ar.d 4pro•al of construction i documonts doop nc thc vt1on of crrj adopied cod° cr ordinanc cpprovad Field Copy and conditions b ado' 4114 , By Date: BLEL:tftJairig1011 rc r v, Cr3VZ ubicct tl crrom a7 c:nz'suzli Cocumerila Coc t %:. c I c.ny adopt d coda cr c • Ermicci Fi:ii Copy an onditi b acknovicdcz. D I/ traerm.....611rawmadmINWOOKW Data: WORK STATION 8 8 1 159 1 WORK STATION 8 8 158 WORK STATION 8 X 8 157 1 1 Symbols Legend: PROXIMITY CARD READER ---. WALL TAG - 0/ Cit of Tukwila BU n DINO DIViSIM FigIng_NA No changes shall be mad g to the scope of work without Nor ampval of Tukwila Building Divition. NOTE: Revisions will require a new plan submittal rnd may include additional plan review fees. F.E.c. BUILDING STANDARD FIRE EXTINGUISHER CABINET 1=1 DUPLEX RECEPTACLE mel DEDICATED DUPLEX RECEPTACLE 4:1 GFI DUPLEX RECEPTACLE = FLOOR BOX WITH POWER AND DATA A VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE PULL STRING FRA NO DESIGNATION = ittInttIlltU ru CODE COMPLIANCE APPRO il DEC 3 0 2008 Qty or u Ila IN D SION co 1 0 0 0 RECEIVED CITY OF TUKWILA DEC 0 8 1008 PERMIT CENTER MUD RING AND 2.1S B JPC ARCHITECTS .......„. .„...., / . / ,. •, „„...,•"` 601 108th Ave N. - Suite 2250 Bellevue, WA 98004 12e0atue, WA 0 1201 - Suit q:150 s tel [4251641-9200, fax [42 Wilbur-Ellis Riverview Plaza Floors 2 & 3 Design Team Design Drawn Checked Date JPC Project No. N9 JPC AMD DB 07-14-08 08-200-0304 Approvals Revisions No. Date Description 08-06-08 Permit Set Registration DANIEL N. BUTLER STATE OF WASHINGTON - Keyplan REGISTERED ARCHITECT 1-3.1 ();) 2008, JPC Architects, PLLC 77 .7 7 ,77,/i2 / /. • // _c Sheet Title 1st Floor Plan Sheet No.