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Permit PG13-054 - BED BATH & BEYOND - ALTERATION
BED BATH & BEYOND 400 STRANDER BL PG1 3-054 City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Project Name: BED BATH & BEYOND PLUMBING/GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG 13-054 06/26/2013 12/23/2013 Owner: Name: GARFIELD-SOUTHCENTER L L C Address: 388 PEARL ST , EUGENE OR 97401 Contact Person: Name: Address: Email: Contractor: Name: Address: AMANDA CALDWELL 15 W 7 ST , CONVINGTON KY 41011 ACALDWELL@AGI-US.COM Phone: 877 261-5400 JM PLUMBING AND MECHANICAL Phone: 360-870-0696 420 L ST SW , OLYMPIA WA 98512 Contractor License No: JMPLUPM888CZ Expiration Date: 02/09/2014 DESCRIPTION OF WORK: NEW FOOD PREPARATION ROOM ADJACENT TO EXISTING MEN'S ROOM. NEW FLOOR DRAIN, THREE -COMPARTMENT SINK, HYDROMECHANICAL GREASE INTERCEPTOR, HAND SINK, AND WATER LINE FOR COFFEE MACHINE. Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: $0.00 Uniform Plumbing Code Edition: 2009 $193.25 International Fuel Gas Code Edition: 2009 Permit Center Authorized Signature: bLiZPS7' Date: lv (I/ V 13 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: 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. on AAA orinforl• • • PERMIT CONDITIONS Permit No. PG 13-054 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 14: Grease intercetor shall be installed per manufacturer's specifications. 15: Grease interceptor shall be regularly maintaineed to meet the 25% Rule- no more than 25%, by volume, of the interceptor should accumulate of food and F.O.G. rine IIPC.d/1r1 PG 13-054 Printed: 06-26-2013 r • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http.11www.TukwilaWA.gov Building Permit No: Mechanical P,errriit Plumbing/Gas Permit Public.'Works Permit No: Project (For''office'useonly) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 022310-0070 Site Address: 400 Strander Blvd, Tukwila, WA 98188 Tenant Name: Bed, Bath & Beyond Property Owners Name: Garfield-Southcenter LLC Mailing Address: 388 Pearl Street Suite Number: Floor: 1 New Tenant: ❑ Yes m ..No Eugene, City OR State 97401 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Amanda Caldwell - Architectural Group International Mailing Address: 15 West 7th Street E -Mail Address: acaldwell@agi-us.com Day Telephone: (877) 261-5400 Covington KY 41011 City State Fax Number: (859) 261-5530 Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4)for Plumbing and Gas Piping (pg 5)) ";• Company Name: T.B.D. Out to Bid Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD = All plans must tie stamped by Architect of Reco`ri Company Name: Architectural Group International Mailing Address: 15 West 7th Street Contact Person: Amanda Caldwell E -Mail Address: acaldwell@agi-us.com Covington, KY City Day Telephone: (877) 261-5400 41011 State Fax Number: (859) 261-5530 Zip ENGINEER OF RECORD — All plans must -be stampedby Engineer' 'of Record Company Name: Precision Engineering Group, LLC Mailing Address: 5800 E. Skelly Drive, Suite 1100 Contact Person: Greg Wiley E-mail Address: gwiley@precisiongroup.net H:Wpplications\Forms-Applications On Line \2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Tulsa , City Day Telephone: Fax Number: OK State (918) 749-3000 74135 Zip (918) 749-3003 Page 1 of 6 BUILDING PERMIT INFORMATION 4206,431=3671i Valuation of Project (contractor's bid price): $ 60,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior remodel consisting of a new food department and food preparation room. Relocation of low height display fixtures in existing departments. New wall and floor finishes. Will there be new rack storage? m Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide" All Building Areas in Square Footage Below, Existing. ;"'Interior Remodel Addition 'to ' Existing d" Structure. Type of Construction per IBC Type of Occupancy per IBC 1n` Floor 45,540 2,492 0 0 IIIB M 2°° Floor 3`d Floor Floors Basement Accessory Structure*' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncove red Deck . 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 m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ▪ Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Existing Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8-1/2 " x 1I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 1 w • • MECHANICAL PERMIT INFORMATION — 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T.B.D. Out to Bid 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): $ 20,000 Scope of Work (please provide detailed information): New food preparation room adjacent to existing men's room. New exhaust duct up from ceiling exhaust grille to new exhaust fan on roof. Extend and connect new 8" dia. supply duct to existing supply duct. Rebalance system. Use: Residential: New .... D Replacement .... ❑ Commercial: New .... 0 Replacement .... ❑ Fuel Type: Electric m Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: 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 1 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected,l to Sin t le Duct Thermostat 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 Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind H:\Applications\Forms-Applications On Line 12010 Applications17-2010 - Permit Application.doc Revised: 7-2010 bh Page 4 of 6 PLUMBING ANDJGAS PIPING PERMIT INFORIVIATION -;206-431-3670.` PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T.B.D. Out to Bid Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 40,000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): New food preparation room adjacent to existing men's room. New floor drain, three -compartment sink, grease trap, hand sink and water line for coffee machine. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): 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 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 1 Wash fountain Receptor, indirect waste Sinks 1 Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H: Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 bh Page 5 of 6 6 • • PERMIT APPLICATION NOTES -Applicable t� all permits in this 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 OW; OR AU2ORIZED AGENT: Signature: a di, Print Name: Amanda J. Caldwell Mailing Address: 15 West 7th Street Date: 1/420/3 Day Telephone: (877) 261-5400 Covington City KY State 41011 Zip Date Application Accepted: 014t16 6 Date Application Expires: 10 r k 0 Staff Initials: t.t.�--" H.\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Permit Application.doc Revised: 7-2010 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.TukwilaWA.gov RECEIPT Parcel No.: 0223100070 Permit Number: PG13-054 Address: 400 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 04/17/2013 Applicant: BED BATH & BEYOND Issue Date: Receipt No.: R13-01979 Payment Amount: $165.41 Initials: WER Payment Date: 06/26/2013 08:50 AM User ID: 1655 Balance: $0.00 Payee: JM PLUMBING AND MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2212 165.41 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 10.81 000.322.103.00.00 154.60 Total: $165.41 Printprl• OR -26-2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.uov Parcel No.: 0223100070 Address: 400 STRANDER BL TUKW Suite No: Applicant: BED BATH & BEYOND RECEIPT Permit Number: PG13-054 Status: PENDING Applied Date: 04/17/2013 Issue Date: Receipt No.: R13-01345 Payment Amount: $27.84 Initials: JEM Payment Date: 04/17/2013 01:09 PM User ID: 1165 Balance: $165.41 Payee: ARCHITECTURAL GROUP INTERNATIONAL PSC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3990 27.84 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 27.84 Total: $27.84 o.i„+e,1• nd_172,n1z INSPECTION NO. INSPECTION RECORD Retain a copy with permit P61 -05i PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'ect: 0 ,U ,� g`eyd A Typ olnspection: p +v f v ,�-t , Add resss: �,/ 00 S t Y 4/u Q 6 -- Date Called: Special Instructions: ... Date Wanted: 7 __.�' r�--iy" -2.2 -/ 3 p.m. Requester: Phone No: 3_vo - kr? 0-0talk; Approved per applicable codes. COMMENTS: r M -A o Li.' A 7-t) t -LO 4_)REINSPECTION FEE REQUIRED. P1 to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: .Z-2 - ( ) 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING -DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P63-0511 Pro ect: Type of Inspection: Address: LI Si RA nl Date Called: Special Instructions: Date Wanted: %-- i CI -13 _�a..�,_ Cp:ro,. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6j v4 ‘,J ,67 -F Ie SQvio P tai c IQ Date: 7—/c )3 n REI SPECTION FEE REQUIRED. Prior to next nspection. fee must be Old at 6300 Southcenter Blvd), Suite 100. Call to schedule`reinspection. INSPECTION RECORD Retain a copy with _ permit PO 1 INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Pro' ct: 15,x-. �.7�t Type of Inspection:. iCou Gte -" it. g, Address: 0 L% STfbt 1L& tis Date Called: Special Instructions: / Date Wanted: —7 -. • .I - (3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . .b InspeE, tor: //c Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit P613-054 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila. WA 98188 i'- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj t: J5(�..f) bi ca1N. 6t -k dr� Type of Inspection: rouv6 uJ Ot (C Addre s: Date Called: 6 0 V mib SpecialInstructions: / Date Wanted:V .- j'7 - 13 ----a:_4.0 p.m. Requester: Ph362 (9— r a — 0 Capt 6: Approved per applicable codes. Corrections required prior to approval. ,'`: COMMENTS: Inspetor: t Dater REINSPECTION FEE R Q UID. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ill MINI IMP -- - Permit No. Locational AMIFAB® MI -ROC HYDRO MECHANICAL GREASE INTERCEPTOR WITH THREE WAY OUTLET Specification: MIFAB Series MI -ROC sanitary acid resistant powder epoxy coated inside and outside fabricated 10 gauge steel hydro mechanical grease interceptor with flow rating of _ (indicate) and grease holding capacity of _ (indicate). Unit shall include: F.I.P. inlet and outlet, cast iron drainage fittings to form a visible double wall deep seal trap, easily removable separator and filter screens, recessed, non skid, rectangular acid resistant, powder epoxy coated gasketed lid for in or above ground use, removable cross bar, securing bolt(s). Unit shall be complete with three F.I.P. outlet connections. Plugs are provided for the outlet connections not required. Function: Used in restaurants, kitchens, institutions and other types of food processing areas where fat, oil and grease (FOG) drains with the wastewater. Single bolt lid design permits fast and easy removal of the lid for cleaning and maintenance. Standard acid resistant, powder epoxy coated lid and body ensures maximum protection from contaminants. Three different outlet connections offers maximum flexibility during installation. SUFFIX SECURING BOLT(S) (5/8" DIAMETER) THREADED F.I.P INLET REMOVABLE NON SKID COVER(S) E URETHANE GASKET (3/4" x'/,") _ -AL C -AP CI -BA =specify P REVIEWED FO'T-' E0 COCA APPROVED JUN 13 2013 M G REMOVABLE CROSS BAR TO RECEIVE BOLT(S) City of Tukwil BUILDING DIVI� OPTIONAL THREADED F.I.P. OUTLET 0 -NH CI -SB CI -SS =-TL X =specify OPTIONAL VARIATIONS: Aluminum lid(s) Anode pack Buy American Act compliant product Extension "C" as required Dosing pump Double wall contained interceptor Enzyme port Anchor flange Anchor flange with membrane clamp Heavy Duty load rated lids High level alarm Leak detection system MJ (No Hub) connections Sediment bucket Stainless steel interceptor (Type 304) Lid(s) to receive tile or terrazo Special size inlet and outlet MODEL NO. US GPM GREASE CAP. LBS. BODY DIMENSIONS LID DIM LIQUID HOLDING CAP. (U.S.G.) S ROCKFORD A B C D E F G H 1 0 MI -ROC -1 5 7 9.25" 6.25" 3.50" 5.50" 9" 1.50" 7.50 10.25 7.25 2 G(F)-710 0 MI -ROC -2 8 12 10.25" 8.25" 3.88" 7.63" 11.50" 2" 9.63" 11.25 9.25 3.5 G(F)-1012 0 MI -ROC -3 12 18 12.75" 10.25" 4.50" 8.38" 12.88" 2" 10.75" 13.75 11.25 6 G(F)-1412 0 MI -ROC -4 16 60 18.50" 10.25" 4.88" 11" 15.88" 2" 13.75" 19.50 11.25 11.3 G(F)-1815 8 MI -ROC -5 20 70 20.25" 14.25" 5.88" 12" 17.88" 2" 15" 21.25 15.25 18.7 G(F)-1820 0 MI -ROC -6 30 90 24.50" 18.25" 6.13" 14.50" 20.63" 3" 17.88" 25.50 19.25 34.5 G(F)-2420 0 MI -ROC -7 35 120 24.50" 18.25" 8.63" 16.50" 25.13" 3" 20.75" 25.50 19.25 40 G(F)-2635 to MI -ROC -8 40 180 26.25" 20.25" 7.88" 21.50" 29.38" 4" 25.75" 27.25 21.25 59 G(F)-2824 0 MI -ROC -9 50 220 29.50" 20.25" 8.38" 21.50" 29.38" 4" 25.75" 30.50 21.25 46.6 G(F)-3050 0 MI -ROC -10 60 250 33" 20.25" 7.88" 21.50" 29.38" 4" 25.75" 34.00 21.25 74.5 G(F)-3224 0 MI -ROC -11 75 300 33" 22.75" 8.50" 22" 30.50" 4" 26.25" 34.00 23.75 85.3 G(F)-3475 0 MI -ROC -12 100 350 35.50" 30" 8.13" 22" 30.13" 4" 26.25" 36.50 31.00 114.2 G(F)-3628 0 MI -ROC -LO -1 16 65 20.25" 14.25" 4.63" 6" 10.63" 2" 8.75" 21.25 15.25 10.9 G(F)-23-LO 0 MI -ROC -LO -2 20 80 26.25" 20.25" 7.13" 6.50" 13.63" 2" • 10.25" 27.25 21.25 23.6 G(F)-25-LO 0 MI -ROC -LO -3 30 90 30.25" 20.25" 7.13" 6.50" 13.63" 3" 10.25" 31.25 21.25 27.2 G(F)-30-LO 0 MI -ROC -LO -4 35 108 36.25" 20.25" 7.13" 6.50" 13.63" 3" 10.25" 37.25 21.25 32.6 G(F)-36-LO 8 MI -ROC -LO -5 40 200 44.50" 20.25" 5" 11" 16" 3" 11" 45.50 21.25 42.9 G(F)-45-LO 0 MI -ROC -LO -6 50 250 49.50" 20.25" 5" 11" 16" 3" 11" 50.50 21.25 47.7 G(F)-50-LO CITIi� an't i� Schedule No' MIF 4 r hegIgh changes In materFD7rl'C Mslgt on. PERMIT CENTER Page No Contractor Purchase Order No: USA: 1-800-465-2736 www.mlfab.com CAN:- *4117-3880 Page 121..1;) 1 'JUN 04 20'3 Installation instructions for MIFAB's MI -ROC series of grease interceptors: 1) MI -ROC grease traps have four threaded connections (one on each side of the box) 2) The connection highest from the ground is used for the inlet. One of the other three connections are used for the outlet. The other two connections should be plugged with the three plugs provided. 3) The elbow and the tee provided should be connected to the outlet. Two nipples are provided with every interceptor. One nipple is used to connect the elbow to the outlet and the other nipple is used to connect the elbow to the tee. The tee should be plumbed to a vent as well as the drain/waste line. 4) The interior filter basket should be installed to cover the outlet connection. Maintenance instructions for MIFAB's MI -ROC series of grease interceptors: 1) Remove the lid of the grease interceptor to access the body. 2) Scoop the accumulated grease out of the interceptor. This process should be done at least once a week to ensure maximum efficiency of the interceptor. How often should I clean my grease trap/grease interceptor? A grease trap or interceptor should be regularly maintained to meet the 25% Rule — no more than 25%, by volume, of the trap or interceptor should accumulate of food and F.O.G. If more than 25% of food and F.O.G. accumulate in the trap or interceptor, it is more likely to not be working properly and discharging food and F.O.G. into your side sewer and the public sewer system. Exceptions to the 25% Rule are for devices that are designed to retain more than 25% F.O.G. and will be specifically stated in the manufactures specification. Each establishment should work out a specific cleaning schedule that is right for their business. Some establishments will need to clean their trap or interceptor more often than. others. It is important to remember that implementing kitchen best management practices, such as scraping your plates, pots, and pans, will reduce the amount of food and F.O.G that discharge into a trap or interceptor, therefore will decrease the frequency of cleaning. How do I clean and maintain my grease trap/grease interceptor? 1. Dip the accumulated grease out of the trap and deposit in a watertight container. 2. If possible, remove the baffles which are devices used to regulate the flow of liquid through the system. 3. Scrape the sides, the lid and the baffles with a putty knife to remove as much of the grease as possible, and deposit the grease into a watertight container. 4. Remove solids from the bottom with a strainer or similar device. Return or replace water as directed. 5. Replace the baffles and the lid. 6. Record the date, name of grease hauler or recycler (if used), or employee conducting work, and volume of grease removed on a maintenance log. Note: Maintain records on site for minimum of three years and have available per inspector request. No use of enzymes, acids, caustics, solvents or emulsifying products when cleaning or maintaining the grease trap. Follow any additional product specific instructions as provided with the equipment from the manufacturer. If any damages or missing parts are seen, repair or replace them as needed to ensure proper working condition. r h N ARCH. DRAWING ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP 4 ACCES ACI. ADA A.F.F. AP NOK ASPS BBB 00. STUN. BLDG. BALL BM. ERG 8.0. BTIN. BUR CAB. LEAF. ON C.F. GG GL GA AG. CLXG 0TH 01 c.T CCL CO ANC. CCN. CAST. CONT. COR CPA C.T OR. C19L 001- D.;5 DIT DI D EI. DIM DSP D N. 0.0 OR. DMR, DS DMc. EA EWES E.14 EL DEC DIM WCL E0. (CPI ERG ERP. D61 EXT. AND ANGLE AT • ANTOINE POUND or NUMBER ACCESSIBLE ACOUSTICAL 0E6110 WE 110A/STABLE MOVE FRAM FLOOR MOM/ APPROXIMATE ARCHITECTURAL ASPHALT BED BATH a BEYOND B ACK 6 CUB BOARD NTIAMODS BUILDING BLOCK BEAM BOTTOM 6 BEARING BETWEEN BOAT -P ROOFING CABINET CEMENT CERAMIC COD FAMED CORNER GUARD CAST BON CONTROL AR JT CEILING CAULKING GEAR CONIC EIE MASONRY UNIT COUNTER CASED OPENING COLUMN CONCRETE CONNECTOR CONSTRUCTION CONTINUOUS CORRIDOR CAROLINA PR0011CS NC CERAMIC TBE CENTER COUNTERSUNK D EPTH DOUBLE DELUXE BRIDAL REGISTRY DEPARTMENT DRONING FQUNTNN D ETAR DIANEIER DIMENSION DISPENSER DOM DOOR OPENING DOOR DRAWER DOWNSPOUT ORMNIG EAST EACH EXT. NSW. & FINISH 515101 EXPAN901 JW1T ELEVATION ELECTRICAL EMERGENCY ENCLOSURE EQUAL COMMENT EIECTBc WATER COOLER MANSION MORD DATING EMMA FAIR. F.40 F.O. FON. F.E EEG FN. FIXT. FL FLASH. FLUOR 0.0.(X%) F.O.C. 0.0,E 0.0.M F.0,S F.R.T. N. FTG FURR F.1G GAL/ a OL 400.80. HAL NB RMG NC ND HAW HAW NM N00 801 HSS 10. LG 0100 PAUL 841 NT LSA JN D. KIT. L. LAIL LAV LT. YAS MAX. MEW. MED SEM. 1E1 MFR MN MISC. 11.0 115 YTO 4410 N 11.1.0. Na NOM. cos DA 0.0 0.0 OPNG 000 FABRICATOR/ FABRICATED 111RRNG CHANNEL FLOOR DRAIN IODATION 08E EXTNGTIHRR FIE EX1NGISHER CABINET FIN91 FIXTURE ROM FLASHING FLUORESCENT FACE OF DDG FACE OF CONCRETE FACE GF FN191 FACE 6 MASONRY FACE OF STIRS FRE -RETARDANT TREATED FOOT DR FEET FOOTING IDE TABLETOPS a A WARE RIMS GAME GALVANIZED GLASS GRADE GYPSUM GYPSUM WALLBOARD HEADING AND 001010 HOSE BBB HEALTH a BEAUTY CARE HOLLOW CORE HEAW DIM HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR 141011 HOLLOW STEEL SECTION ASIDE 0110490N INSULATING GAA OS0RYA110N MAIATION INTERIOR INTERNATIONAL SYMBOL OF ACCESSIBILITY UNITR JOINT KITCHEN LENGTH LAMINATE LAVATORY UGIT MASONRY MAXIMUM MECHANICAL MEDIUM MEMBRANE METAL MANUFACTURER IMAM MISCELLANEOUS MAMMY WOWS IMMURE RESISTANT MONIED MOUNTING MONTH NOT N CONTRACT ROWER N00VAL NOT OBSCURE ON CENTER OUTSIDE DME79ON OPINING OPPOSITE OVERHANG PL PLATE PLAY. PLASTIC LAMHAE PUS PLASTER PWM PWLBNG PLYWL PLANO P.G.C. PONT OF CORECIION PR PAR PRCSI. PRE -CAST PAM. PARTITION PR.TR PRESSURE TREATED PR/ F. NEPA; DRUG 51L FAIR. PT. PONT PID PANTED 0.1 QUARRY 11LE 010 QUAR1ER R RISER RAD RADIUS RD. ROOF ARAN REF REFERENCE REIN REFRIGERATOR REAP REINFORCED RECD REQUIRED RE9,. M521.100 RET RETAKING RM. ROOT RID ROAD 8.0 80001 OPENING R.T.U. HVAC 01T RWC R4NWATEA CONDUCTOR S SOWN S.C. SAID COS $CUED. 5011111LED SECT. SECTKN SE STOREFRONT 941 MEET 911 9WLAR SA SAWO1T MINT SPEC. SPECIFICATION SPECD. SPECIFIED (5EC1101) SST. STAINLESS STEEL STD STATORS 511. SM. 5700 STORAGE S1RIUC. STRUCTURAL 9.150. 96PE0ED 1.0 TEL Tec T.G. 11N. 1161 TLG T.O. T.P T5 TV l.W TW LINE u.G U.K 0. UR 001 VETT. VEST. VLF. V.T.R. WIC W. W/ MD MOT. 1/0 *511. WI. TOP OF CURB TELEPHONE TONGUE AND GROOVE TEMPERED GAA MCN 131E910LD TEMPERED INSULATING GAA 1006 TCP OF PAVEYDNT TAE STEEL 1E1EM91N TOP OF WALT TYPICAL UNFINISHED UIDERGRC1040 UREA NOTED 0111ERMSE URINAL 00117 COMP0011131 TIE VERTICAL VESTBIAE VERIFY N FELD WIT TM ROOF MR WALE COVERING WEST NTH 00000 WDM MMOUT WATERPRO6 WAINSCOT *0011 Irk COLUMN LINE DETAIL/DWG (XXX -d) RAM TYPE !7 RTT J, R M 1. out Ix enlei V„li EEVA110N I1 A �yS; E {ROOM NAME 11 BLDG ST/PP' E r�.E^1.II 1 T VW is SU WALL 000 /08t OR DETAIL/DWG. y,a; 3 ruction d adopt a Copy and \ ALEL O'-0' SPOT 0EVA110N T.O.CO(6 FlNFLR y DATUM 4.0-0" • (-a FIELD VERIFICATION NOTE CONTRACTOR(S) SHALL VERIFY EXISTING CONDITIONS AND CORRELATE DIMENSIONS PRIOR TO PROVIDING THE WORK DETAILED IN THESE DRAWINGS, AND SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. NOTES ONCE THE CONCRETE ROOT SLAB 6 PORED, 11 MUST BE KEPT 0FAN FREE O DUST, PLATS STAINS AND TRE MARKS UR UNTIL PUNDUS1. THERE SHALL BE NO STORING OF MATERIALS ON ARCADE N REAS TO RECEIVE THE CONCRETE FN91 TREATMENT. ALL 1015 10 BE PAPERED (TO PREVENT LEAKING PWOS FROM REACHING ME FLAN) 8110 Ig NON-MARANG TOES 90175 D CONTRACTORS REGAL 110 0010 AFM MSDFW I. DE FILMING REGWRRNIS SNAIL AND TO ALL NEW AIM R01020. =mow 0 6RN PROECTS. 2. IN THE EVENT TIE CONTRACTOR DSWVEI6, AT ANY TIME OUTING 0010U11111. CON51RUCigN, ND/OR REMODELING WO/ATTAR DADS 060111016 DRAT GONAD !NOUN ME PRESENCE 6 MOLD ND/OR IRAN TIE 0041RACTOR SHALL IMMEDIATELY NORM THE OMERS REPRES 141*11 E AND DE 844041ECT/TNGNB71 6 RECON. IN WRIING, 6 TF CONCERNS ND/OR 9149NCDR6. 3. CONCURRDIILY, THE CONTRACTOR MULL BE RESPONSIBLE TO RETAIN A MOD MD MAW COWED IES140 AGENCY TO PET30M N INWSTICAION A119 TESTING A5 40AIE0 TO EVALUATE THE NATURE AND EKIENT 6 THE PROBLEM IF ME TESTING AGWCY 001011/5 HAZARDS. 111E CONTRACTOR SHALL BE RESPONSIBLE TO OBTN A ANNUM OF TWO (2) BIDS FROM COMPANIES OUATIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK. COWLING NTH ALL LOCA. STATE AND FEDERAL ENMRn1ENTAL REGULATORS, GODES AND STARTS 4. 014CE 0SC0ERY OR SUSPICION OF MOLD ND/OR MILDEW 15 MADE THE CONTRACTOR MULL TAKE ALL REASONABLE ND PRACTICAL PRECAUTIONS TD PROTECT ALL CONSTRUCTION PERSONNEL AND 11E PUBLIC FROM EXPOSURE TO MID ND/OI MBDEW, ND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNAA SUCH 1110 A5 THE OF81FT OR HALM AUTHORITY DIRECTS OTHERWISE CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTSIED. MDT IN THE AREA 6 110DA4ILOEW CONCERN. DUE 10 MESE REAPED PRECAUTIONS. S DE CONTRACTOR 91ALL MAKE ALL REASONABLE EFFORTS TO *000 CONDITIONS FAVORABLE ID DE DEVELOPMENT 6 MAD AND 100DEW. ESPECIALLY 6 VOIDS 8*001 WILL BE CONCEALED AND NOT SWEATED. N ALL CASES NOF/00R SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MANTANED N DRY AND WNL-VERTLAIED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL EHMR0NFNTAL AND 091A REGULATIONS AND ALL LOCA NO STRIP HEATH DEPARTMENT REQUREME1115 AND RECOMMENDATIONS REGARDING 10110 AND HADEN 7. ALL PENETRATIONS SHALL BE SEALED WATER -1017 TO PREVENT MOISTURE SWARM FROM ENTERING THE BUXOM OR WALL CAMAS 0. ALL CONDENSATE DRN PANS SHALL BE CLEANED AND KEPT FRE: FROM DEBRIS UN111, AND WHEN THE FA0UTY 15 TURNED OVER 10 THE OM ER OR RANT. ENSURE P0911VE MANAGE AT ALL GRAN PAS ENSURE THAT AUL 'COLD' SURFACES ARE INSULATED AND CORNED 111111 A FULLY SEALED A110 CONTINUOUS VAPOR BARRIER Cour SURFACES INCLUDE BUT ARE NOT UNITED 1G 001445 IC COED WATER PIPING ORM) WATER PINING TUMOR RAID LEADERS DUMOOR N INTAKES ND 20C111016 CARVING N COMMEND) SUPPLY AIL) 9. ENSURE THAT TRE ARE NO WATER LEANS IN ANGERED KINDS CHASES RETURN N PATHS ARD PLENUMS SHALL 60 KEPT DRY. Al EASING SUPPLY N PATHS AND ALL DATING DUMAN TO BE RE -USED SHALL BE CLEANED MD TREATED AS REQURED TO REMOTE THE POTENTIAL FOR 1010 AND MAN. ALL DAP AREAS MALL BE ORED THOROUGHLY PRIOR TO WCLOSURE PROJECT TEAM OWNER:FURNISHED BY BED BAR a 8011/40 650 MOW AVE. U140/4, NJ 07083 (600) 688-0080 PHONE NUMBER (908) 685-0265 FAX NUMBER STEALER 011P1311. ARCHITECTURAL PROECT MANAGER SMphmAUp9Mbedb9..can LANDLORD GARFELD-5QUTHL411ER, ULC 588 PEARL SINAI EU441E OR 97401 ARCHITECT: - TI WORK ARCHITECTURAL GROUP 111ETNATONAL 15 REST SEVENTH STREET 00/910134. KY 4161 859-281-5400 PHONE NUMBR 850-261-5530 FAX NU/11301 1M DEANA . AA IWvnmOT91-u•can MECHANICAL ENGINEER: 030904 04914 OIG (ROUP. TLC 1560 EAST 21ST STREET TULSA. O( 74135 918-749-3000 AIME NUMBER 918-749-3003 FAX NUMBER GREG 415EY AdwOprwlsimemwAnd ELECTRICAL ENGINEER: P RE09IN ENat4RNG GROUP, 11C 1580 EAST 215T STREET DASA IX 74135 918-749-30M PHONE NUMBER 918-748-30/3 FAX NUMBER (EEG '0000 9WIF70Prc1Mm9rommt City • 1t,kwga BUILDING DMSI ITEM DESCRIPTION: PROJECT SITE NORTH BED BATH & BEIM) NI D TENANT IMPROVEMENT FOR AN EXISTING BED BATH & BEYOND STORE 317 TUKWILA 400 STRANDER BLVD PROTOTYPE VERSION: 2010 CURRENT ISSUE DRAWINGS SHEET DRAWING TITLE PONSIBILITY SCHEDULE ARCHITECTURAL PLANS L0 00 0- RIVALLED BY: GC BBB GC BBB NOTES: 110.1 CODE DATA, PROJECT DATA & RESPONSI�fa(SULE.� • D NOTES • • A1.1 ENLA D FIXTURE' NS AND DETAILS • COMPUTER/ P.O.S. WRING • • COWALRT a PULL -SIRING BY (DORMAN - AS SHOWN 014 NES. A1.3 EXIT SS P F • A2 0 FLOOR FIN . AN, DETAILS AND NOTES • YUZA4 SYSTEM • • COMUIT a PULL -STRING BY ELECTRICIAN - A5 MONTH ON OWLS. A2.1 ENLARGED 5, WALL TYPES, INTERIOR ELEVATIONS & DETAILS • REMOTE SERVICE DESKS • CONTRACTOR TD OFF -LEAS, PROVIDE SECURED STORAGE. AVAIL. a MAKE FINAL ELECTRICAL CONNECTORS A3 2 DOOR FIND A EQUIPMENT SCHEDULES AND DETAILS • A3.3 BBB NA •'AL ACC TUDORS & SPECIFIED MFRS. W/ DISTRIB. SCHED. • SECURITY 555104 • • COMET a PULL STRING BY ELECTRICIAN - A5 SHOWN ON OWLS A6 0 RACK RE LAYOUT 4 DETAILS • STORE SALES FKTUES a STORAGE FIXTURES • • CONTRACTOR TO MAKE FINAL ELECTRICAL CONNECTORS A6 3 SLATW DETAILS TELEPHONE 5551EY • MUTT a PULL SIR/46 BY 000101080 FOOD PREP R0011 EDUPMENT PLUMBING AND MECHANICAL PLANS CODE DATA MP1.1 FLOOR PLAN - MECHANICAL AND PLUMBING APPLICABLE BUILDING CODES: BALDING C00E 2009 IBC (STATE [futon COOS WAC ONARTER 51-50) STRUCTURAL CODE 2009 IBC (STATE BUE0NG C00E. WAC °AFTER 51-51) NUMBING CINE 2009 UPC (STATE BUNTING COE MAC CHAPTERS 51-56 a 51-57) M 0*010*L CODE 2009 NYC (STATE BALMS CODE, WAC DIAP1ER 51-52) ELECTRICAL CGDE: 2008 NEC (WA STATE LAWS, RULES a REGULATIONS FOR ELECTRICAL WARES AND EOUPMEIT, WAC 298-460) ACCESSIBILITY: I0C/AN9 *87.) (WA STATE BURNS CODE WAC NAPIER 51-40) ENERGY CODE: 2009 WASHINGTON STATE ENERGY CODE (WA $TRUE BODING CODE, NAC 51-11, CN 11-15) FRE/SAFETY COOL 2009 BC, NFP* 56 Is 54 (WA STATE BUILDING CINE, NAC MAMA 51-54) SUPPLEMENTS 14(WUA WMCPAL WOE • DATING USE (ROUP Y - MERCNI2E -„a1't FJL.R 4'1iT i T .TYPE 6 CONS100CTII�I i ( ') P V •FOR: DAM TO ROAN IIIc <; :kJ ill-, • E1O511NG IIU(DIN0 DATING TOTAL 0110 SCOPE OF • OCCUPANT LOAD: 0051410 TO REMAIN • EGRESS ADM FASTING TO REMAIN •80.60015 EXISTING TO RWAN SCOPE TO RE11N DAte, - Iv an eat 2.491 S grElectrical O Plumbing h as Piping FIR51 FLOON 5 IOTA PROMDED f Tukwila t,' DIVISION OF PROJECT: REVIEWED FOR BE BATH AND CU TONERS AN EXPANDED VAD IS RIETY OF PREKING ON A -PACKAGED AND T TO R BODE COMP LIANCER8LFsFSABLE GOURMET FOODS FOR CONSUMPTION OFF OF THE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION 1H VA 0 TI R TI 11 0 0 11 PI TYPES OF FOOD THAT WOULD 8E SOLD WU. BE A WIDE IETY OF GOURMET FOODS (COFFEE, TEA. DESSERT ITEMS, P5, SALSAS, PASTAS, A LADE VARIETY OF SAUCES IDIMENTS, SNACKS, ETC.). i FOOD IS ALL PREPACKAGED MD SHELF STABLE AND IS BQI BE CONSUMED ON THE STORE PREMISES. FOOD PRODUCTS WOULD BE DISPLAYED FOR SALE IN AN A OF THE EXISTING SALES FLOOR. IN ORDER TO PROMOTE SALE OF SUCH PRODUCTS, IPUMENTARY F00)) SAMPLES WOULD BE OFFERED TO TONERS AT A FEW SAMPUNG STATIONS IN THE AREA WHERE FOOD 15 DISPLAYED IN ORDER TO TASTE THE GOURMET FOOD DUCTS P48841441460140033 F000 PREP ROOM 120 SF. NOTES: 1. REFER TO SPECIFIC DISCIPLINE SHEET FOR PLUMBING. MECHANICAL AND ELECTRICAL CODE DATA INFO. 2. THE WORK SHALL CONFORM TO THE APPUCABLE BUILDING CODE. AND OTHER ORDINNCE5, COOE5 AND REGULATIONS LISTED ON THE DRAWINGS. AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES. RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO A5 'ME C00E'. THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFUCTS OR OMISSIONS HE MAY DISCOVER TO 114E ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE *CRTC 4 5 THE TENANT SHALL APPLY FOR THE GENERAL BUILDING PERMIT AND HEALTH DEPT. PERMIT. 114E G.C. IS RESPONSIBLE TO SECURE, OBTAIN AND PAY FOR ALL PERMITS. UCFNSES, DOCUMENTS, AND 5ERVTCE5 RELATED TO THE WORK. ALL COSTS FOR INSPECTIONS AND/04 TESTS, SHALL BE THE RESPONSIBILITY OF THE G.G, UNLESS NOTED OTHERWISE. THE G.C. 15 RESPONSIBLE TO VERIFY ALL EXISTING CONDITtt40 AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR UNUSUAL CONDITIONS PRIOR TO CONSTRUCTION. 6. THE G.C. 15 RESPONSIBLE TO COORDINATE THE WORK SCHEDULE IN OCCUPIED AND UNOCCUPIED AREAS MATH BED BATH 3 BEYOND PRIOR TO CONSTRUCTION. 7. THE G.C. IS RESPONSIBLE TO COORDINATE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THOR WORK. 8. THE G.C. SHALL ASSUME SOLE AND COMPLETE RESPONSIBIIUIY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL PROVIDE PUBUC PROTECTION AS NECESSARY AND REWIRED BY GOVERNING CITY AGENCIES. 9. THE G.C. IS RESPONSIBLE FOR DISPOSING OF DEMOLITION MATERIALS IN A LEGAL MANNER. T0. G.C. TO COORDINATE ALL ROOF REPAIRS W/ BBB S ROOFING CONTRACTOR TO MAINTAIN WARRANTY (CONSULT 001104 BBB CPM) KEY PLAN 7CG4ARY NEA 633 MINOR WALL CONSTRUCTION P61131331033 FOLD DEPARTMENT 2,372 5.0, P1.) P21 M1.1 PLUMBING SCHEDULES, SYMBOLS & NOTES • PLUMBING FLOOR PLAN • MECHANICAL FLOOR PL DETAILS & NOTES REVISIONS ELECTRICAL PLANS NEU ARCHITECTURAL GROUP INTERNATIONAL I5 WEST SEVENTH STREET COVINGTON, KENTUCKY 41011 11X359.2111-5400 422639.2613520 DESIGNER NOTE CHECKLIST 04 g No Changs --s shaN bo made to the scope withoL: orior approval of L(GH RG YOUT PLAN Division. 0P SPEDA. LIGHTING P r.,..� Ly1N�`inDF%TAICFhINpTEjiSs%%i i 4 Ti11 rnll �. pi_n cubm ELEC DETAILS &NOTES �. , ( ,� r " ELEC P CAL A -AAs NOTE15" T'J may it j1.. tale CFd`ytiu )c I filen review fees E3.0 [31 E4.0 E4.1 E5.0 E6.0 PANE SCHEDULES 10 CODE STATISTICS: NO PROTECTION 15 REWIRED ON STRUCTURAL COLUMNS AS THE NEW CONSRECIETV CONSISTENT. �.�•IWW��■■ GG �� i FIRE PROTECTION SYSTEM AUTOMATIC SPRINKLER 5/S159 YES FIRE ALARM SYSTEM: YES MEANS OF EGRESS DDT LOCATIONS WILL NOT BE CHANGED OCCUPANT LOAD SHALL RERAN THE SNE EXIT REQUIREMENTS SHALL REMAIN 104E SNE 1r ���/�)RKS DOOR ALL 0)HARD01 DOORS SHALL MAINTAIN EXISTING HARDWARE IF PANIC HARDWARULBI .6MCE, YT`STFR1. BE INSTALLED. 1,-;•1 • riapW SHALL REMAIN APR 1$ 2013 TU m 111 u-% FIRE SUPPRESSION NOTES: ALL FIRE SPRINKLER HEADS SHALL REMAIN IN CURRENT LOCATION. IF HEADS NE REWIRED TO MOVE DUE TO N 09008 EEN CONDITION, THE GENERAL AND FIRE PROTECTION CONTRACTOR WELL BE REQUIRED TO NOTIFY THE BUILDING AND FIRE DEPARTMENT OF NECESSRY ADJUSTMENTS IF A NEw HEAD SHALL BE DROPPED INTO N AREA RECDWNG A NEW WALL D41 HEAD SHALL MAINTAIN GREATER THAN 4- FROM ANY WALL WITHIN THE SPACE. IF IT DOES NOT MEET THAT CRITERIA. IT SHALL BE REVIEWED UNDER A SEPARATE SUBMITTAL FIRE ALARM NOTES: ALL DOSRNG FIRE ALARM DEVICES SHALL REMAIN. ANY CHANGES REWIRED DUE TO FIXTURE OR WALL PLACEMENT SHALL BE RELOCATED ACCORDING TO THE NEPA AND LOCAL FIRE CODES AND SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW. EXIT 3411/50/18 4105 LIG4T5: ALL EMERGENCY UGHTING AND EXIT SIGNS SHALL REMAIN. IF ADDITIONAL SIGNS ARE REWIRED DUE TO LOCATION OF NEW FIXTURE INSTALLATIONS THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT PROPER LOCATIONS MAY BE SHOWN ON THE DRAWING NO SUBMITTED TO THE PLANS EXAMINER. 001001OR SIGNS: 1HE EXTERIOR SIGNS SHALL REQUIRE APPROVAL AND SEPARATE PERMITS CIT PE FRIT 945114 ALL EXIT AISLES AND EXIT WAYS SHALL MAINTAIN A MINIMUM OF 44- WIDTH. ALL AISLES THAT ARE NOT CONSIDERED MAIN EXIT WAYS SHALL MAINTAIN A MINIMUM WIDTH OF 36' DOOR HARDWARF ALL DOOR HARDWARE SHALL HAVE LEVER HANDLES THAT DO NOT REWIRE SPECIAL KNOWLEDGE, STRENGTH OR EQUIPMENT TO OPERATE. THE DOOR HARDWARE SHALL ACCOMMODATE A FLAIL HND OR A CLOSED FIST. EXIT DOORS SHALL BE OPERABLE FROM 101E INSIDE WITHOUT THE USE OF A KEY OR NY SPECIAL KNOWLEDGE OR 6FORT. PROVIDE SELF -RELEASING L00(ING DEVICES ON • a is.. .•. EXIT DOORS 891E EXIT EXIT EXIT - EVERY IRRA11014AIE<61ON 10 111E WN6TR00004 OO1ARUS SHALL BIOME_ A REVISED SHEET A0.1 000* CURRWT SSE DMFS AND REM010N AMBERS LISTED imorslm 2111111M/ IIli INN mum imam �Illlll. _ rxim© ISSUE FOR PERMIT 130328 011•00.0 TITLE COVER SHEET A0.1 ILA ER r E05010 /5511110 0005 a REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION O I (2.1 H— ..Y G!ummn ' Imo I [—II _ tU I B70 -;� 30 ( -B© g LJ DINNERWARE III I1 -G 1 SOFT KITCHEN I II II I ' I II II II 1 GLEANING; LLD 111 I 11---11 1---(--1 11---I, --1 ELECTRICS ® I�t I � ® LLL. EEO EIEC L1 �L1 9�r� DLk1O i - O LIm 0 1 a1kti 1 1 I 1( N C7 COSME1SCS HBC 206 SE4l 0115 ,015 5. FI. A 7G R 3C SEASONAL SEAS ELEC 1� SrSt R JT,I I I I 1 I I II N t ■ • 1 ' FRAME5 1 11 �! FRAMED ART r 11 I 1---1 I I [---T1- COOKWARE, I I___I I IEII- I I---I-H I (8) ( (p) I I 1 I000 2.S7 50 F1. L I. SECTIONS ili , ,I.10 Iffl-1T1 „_11-5,.......1__ TTI—T—A-�'I-T-1� -1--I; �-rt9" flHI I 1 •I MI I r COVERLETS DOWN DU V T 1 IOWLLS F --I- FLOOR PLAN - MECHANICAL/PLUMBING 01 SCALE: 1/16' 1 1 I I 1 I 1 I I I a I O 6 s.� PROMO '60S LLL •111 1111 1PILLOWS 11T1ZDWS I 1---1---1 I IH -1I 'HARDWARE 71 Kt 1 a emor1 n,I 1 MI 1 1 R EIVED TITIN c? TUKWILA APR 1 7 2013 PERMIT CENTER 21 ;21; 3.1 5`11 521 7; lamo NMMI EM ARCHITECTURAL GROUP 1 NTERNAT1ONAL 15 WEST SEVENTH STILES COVINGTON. KENTUCKY 91011 9X559-061-5900 EAK559.261-5530 DESIGNER NOTE CHECKUST DATE ISSUE FOR PERMIT 4/8/13 ARCH. PROJECT • SOS PRIXIECT• 130328 REV 1 DRAW 0MO10 TEW. MECHANICAL/PLUMBING FLOOR PLAN MP1.1 HOME; DECOR -� I 1 I I 11 1 11-11.__ I E I( i CANDLES 7_ I II 1 SOLIDS � 11 11 'ERN' G;RS. -� CLOSET F �,f ` 36 I n� IMM LJL1 li' TBRRo Vw5 TOSS [I 1 11 I m I ---I I _] L CSO 1 DRAPES 1 I !: 1 MI D LIGHTING / / 5J711 0.0'' `O -t 11111( 1•= IMI ti.1MC i CI1 V 1 I11� I: :I I' CI I I I AEI RUGS ' KITCHEN BASICS l"I Iii 11 I�HTI n 1. L1_1 -L tj I I—I I ACLESSORIFS I I I! (R1 IOWLLS F --I- FLOOR PLAN - MECHANICAL/PLUMBING 01 SCALE: 1/16' 1 1 I I 1 I 1 I I I a I O 6 s.� PROMO '60S LLL •111 1111 1PILLOWS 11T1ZDWS I 1---1---1 I IH -1I 'HARDWARE 71 Kt 1 a emor1 n,I 1 MI 1 1 R EIVED TITIN c? TUKWILA APR 1 7 2013 PERMIT CENTER 21 ;21; 3.1 5`11 521 7; lamo NMMI EM ARCHITECTURAL GROUP 1 NTERNAT1ONAL 15 WEST SEVENTH STILES COVINGTON. KENTUCKY 91011 9X559-061-5900 EAK559.261-5530 DESIGNER NOTE CHECKUST DATE ISSUE FOR PERMIT 4/8/13 ARCH. PROJECT • SOS PRIXIECT• 130328 REV 1 DRAW 0MO10 TEW. MECHANICAL/PLUMBING FLOOR PLAN MP1.1 EXHAUST FAN SCHEDULE ID MANUFACTURER MODEL NO. TYPE DRIVE CFM FAN RPM S.P. MOTOR SERVICE INTERLOCKED WITH WEIGHT (LBS) ACCESSORIES NOTES ON. W.G.) HP VOLTS PHASE HZ EF -1 COOK ACE -D -90C150/4 ROOF DIRECT 300 1487 1/2 1/8 120 1 60 PREP ROOM Novar 50 1,2,3,4,5 1 Thru 6 381 TO 500 CFM - 12' DIAMETER 6. NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 7. EXHAUST AND TRANSFER AIR GRILLES SHALL BE TYPE E7 501 TO 700 CFM - 14' DIAMETER 8. DIFFUSERS, REGISTERS AND GRILLES SHALL BE MANUFACTURED BY TITUS NO SUBSTITUTIONS. 9. PROVIDE OPPOSED BLADE DAMPER FOR ALL TYPE Si DIFFUSERS. NOTES ACCESSORIES 1. ALL FANS HAVE A DISCONNECT SWITCH. 1. PRE -FAB CURB 2. ALL MOTORS UNDER 1/2 HP SHALL BE 120V, 1 PHASE ALL MOTORS 1/2 HP AND OVER SHALL BE 208V, 3 PHASE. 2. FACTORY WIRED DISCONNECT SWITCH 3. ALL BELT DRIVEN FANS SHALL HAVE VARIABLE PITCH MOTOR PULLEYS. 3. BIRD SCREEN 4. SEE SPECIFICATIONS FOR OTHER ACCESSORIES. 4. BACKDRAFT DAMPER 5. EXHAUST FAN SHALL BE ENERGIZED AND DEENERGIZED 111)1 NOVAR OUTPUT I 1. 5. FACTORY INSTALLED AND AIRED FAN SPEED CONTROL 6. EXHAUST FANS SHALL BE MANUFACTURED BY COOK NO SUBSTITUTIONMOUNTED w FAN HOUSING FOR BALANCING S DIFFUSER. REGISTER AND GRILLE SCHEDULE ID MANUFACTURER MODEL DESCRIPTION NOTES Si TITUS MCA -AA ALUMINUM. CEIUNG. 1,2,3,4,5,6,8,9 �5/ I '" lO TAKE -OFF 60.4WAN01 RCM TO ROAD 24x24 MODULE El TITUS 4FL. ALUMINUM CEIUNG OR WALL. • 2.3,5,7,8 1110610 CULT CET Et" 11000004: MAX L136711 • 4S' ,+ RA. mg RI MANIA/ DAMPER `RIDGE MVO) MVO)A/O NOTES1 TABLE 1 1. FLEXIBLE DUCTS CONNECTING THE DIFFUSERS SHALL BE FULL SIZE OF NECK DIAMETER. ROUND NECK SIZE SCHEDULE 2. MAXIMUM NOISE CRITERION RATING < 25 DBA UP TO 175 CFM - 6' DIAMETER 3. BAKED ENAMEL FINISH, COLOR TO BE WHITE. 176 TO 275 CFM - 8' DIAMETER 4. DIFFUSERS SHALL BE 4 -WAY BLOW UNLESS OTHERMSE INDICATED ON PLANS. 276 TO 380 CFM - 10' DIAMETER 5. MOUNTING FRAME TYPE SHALL BE COORDINATED WITH CEIUNG OR WALL CONSTRUCTION TYPE. 381 TO 500 CFM - 12' DIAMETER 6. NECK DIAMETER SHALL BE AS SCHEDULED IN TABLE 1. 7. EXHAUST AND TRANSFER AIR GRILLES SHALL BE TYPE E7 501 TO 700 CFM - 14' DIAMETER 8. DIFFUSERS, REGISTERS AND GRILLES SHALL BE MANUFACTURED BY TITUS NO SUBSTITUTIONS. 9. PROVIDE OPPOSED BLADE DAMPER FOR ALL TYPE Si DIFFUSERS. ROOF EXHAUST FAN DETAIL WALE . 1101E 13800141}1 AWOL 111}05 VA76 Nil AG0571G L0® DWT 6EE NOTE U 1. EXHAUST FAN SHALL BE PLACED A MINIMUM OF 10'-0" FROM ANY ROOF EDGE AND 10'-0' FROM ANY BUILDING OUTSIDE AS INTAKES 2. 10X10' EXHAUST DUCT UP FROM COLING EXHAUST GRILLE TO EXHAUST FAN EF/1 ON ROOF. 3. EXTEND AND CONNECT NEW 8Y SUPPLY DUCT TO EXISTING SUPPLY DUCT. CONTRACTOR TO FIELD VERIFY NEAREST SUPPLY DUCT LOCATION. 4. CONTRACTOR TO REBALANCE CFM OF 0)051190 ADJACENT DIFFUSERS TO ACCOMMODATE NEW DIFFUSER IN F000 PREP AREA. 5. 20-x20' DOOR LOUVER. REFER TO ARCHITECTURAL PLANS EIRNION TAKE -OFF TO M4REG:TA6UR RECTA/MAR x OR DOWNS TO f80A14 '108' CR 13051166 TO BE REVVED GTX GONELT TO 085198 ATO AR 1RNSBt CGT EA FJOWFST AIR 0A ONSIDE AR RA RE11Rl AR SA SLFPLY AR MO HAW/ VOURE LOWER TO THERMOSTAT IF 1L' 11511D RRE DAWER �``Ia�O NO MLT KLFJ DOOR 10NSL DOOR F882 TO ARCHITECTURAL BRANCH TAKE -OFF REGTANSLAR ROW I I I i ♦ �5/ I '" lO TAKE -OFF 60.4WAN01 RCM TO ROAD 504FE TO ROM 4868DKN FERNS H`'D 30' PROPDRIILWI SKIT M 1110610 CULT CET Et" 11000004: MAX L136711 • 4S' ,+ RA. mg RI MANIA/ DAMPER `RIDGE MVO) MVO)A/O EF 82181. DASED LIIE INDICATES I. 000608 LIIRI6A11351}ERYCf IO1ED.A0107512E15FJAH710RD SCOPES URl6. TYPICAL DUCT TAKE -OFF DETAIL SCALE. toe (NEW) 1 NEW ON EF ROOF©1 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 • City of Tukwila BUILDING DIVISION III [• • LD MECHANICAL FLOOR PLAN 01 SCALE: N.T.S. NOTES NOTFS FOR THIS DRAWING 1. ALL SUPPLY AIR DUCTWORK SHALL BE INSULATED WHERE CONCEALED ABOVE CEIUNGS. • 2. PROVIDE VOLUME DAMPERS AT ALL BRANCH TAKE -OFFS 3. CUT ROOF SYSTEM THE SIZE OF THE EXHAUST DUCT OPENINGS ONLY. 4. CONTRACTOR SMALL SUBMIT A CERTIFIED TESTING AND AIR BALANCE REPORT. SEE PROJECT MANUAL SECTION 15500 FOR NATIONAL ACCOUNT VENDOR. 5. FLEXIBLE DUCTS SHALL BE INSTALLED TO PROVIDE SWEEPING CONFIGURATION 61111 NOT LESS THAN MANUFACTURER'S RECOMMENDED BEND RADIUS WITHOUT UNDUE RESTRICTIONS. BUT NOT CREATING UNNECESSARY SAGS OR CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1-1/2" WIDE SMALL BE USED 10 SUSPEND FLEXIBLE DUCTS DUCTING FURNISHED WITH FACTORY INSTALLED GROMMETS SHALL BE SUSPENDED BY HARES ATTACHED TO GROMMETS FLEXIBLE DUCTS TO BE USED IN CONCEALED LOCATIONS ONLY REFER TO PROJECT MANUAL KEY NOTES_1SYMBa S 0 . 0 FTC 1 1. EXHAUST FAN SHALL BE PLACED A MINIMUM OF 10'-0" FROM ANY ROOF EDGE AND 10'-0' FROM ANY BUILDING OUTSIDE AS INTAKES 2. 10X10' EXHAUST DUCT UP FROM COLING EXHAUST GRILLE TO EXHAUST FAN EF/1 ON ROOF. 3. EXTEND AND CONNECT NEW 8Y SUPPLY DUCT TO EXISTING SUPPLY DUCT. CONTRACTOR TO FIELD VERIFY NEAREST SUPPLY DUCT LOCATION. 4. CONTRACTOR TO REBALANCE CFM OF 0)051190 ADJACENT DIFFUSERS TO ACCOMMODATE NEW DIFFUSER IN F000 PREP AREA. 5. 20-x20' DOOR LOUVER. REFER TO ARCHITECTURAL PLANS LEGEND x OR DOWNS TO f80A14 '108' CR 13051166 TO BE REVVED GTX GONELT TO 085198 ATO AR 1RNSBt CGT EA FJOWFST AIR 0A ONSIDE AR RA RE11Rl AR SA SLFPLY AR MO HAW/ VOURE LOWER TO THERMOSTAT IF 1L' 11511D RRE DAWER �``Ia�O NO MLT KLFJ DOOR 10NSL DOOR F882 TO ARCHITECTURAL LD DR40165 RECEIVED CITY OF TUKWILA APR 1 1 2013 PE ;',' CEiJTER /WM IN MIEs ARCHITECTURAL GROUP I NTERNATIONAL 15 WEST SEVENTH 5TKEET COVINGTON. KENTUCKY 11011 P41059-261-5100 FM1159461-5550 DESIGNER NOTE CHECKLIST OOTRONIBOtt LATE ISSUE FOR PERMIT 418113 BOCK PROJECT IP 130328 REV 1 DRA_° TTS. MECHANICAL FLOOR PLAN r WATER HEATER HARK LOCATION HMD; MODEL MK SIZE RB DEVI RECOVERY CfERA1819 THEERA1IF8 ELECTRIC 14914045 MD 90F I011111ED A.O. SHIN 00.-40 40 841 ELECT. 5000 N 25 611 • 90 8 140 F 208560 146 RBS VALVE NATE N0. 001E-4HE PLUMBING FIXTURE AND EQUIPMENT SCHEDULE N0. FIXTURE SUPPLIER SHEET A3.3 MFR TYRE AND MODEL N0. FAUCET PIPE 012E5 REMARKS TRAP WASTE VENT CW HW 51 3 -COMP SINK - EAGLE GROUP TYPE 304 000EL 314-16-3-1E1 CHICAGO 445-112 1-1/Y 1-1/2' 1-1/2' l/2' l/Y TYPE 304 STAINLESS STEEL 3 -COMPARTMENT 9NK 8410 BACK%LASH INCLUDING LEFT AND RIGHT DRAIN 80M05. CHICAGO DUAL MIXING VALVE FAUCET w/12' SWING SPO4.11. ECLAT BASKET STRAINER D X-35 52 HAND 9NK - EAGLE GROUP TYPE 304 MODEL HSI-10-FTWS ELXAY LXB400 1-1/2' 1-l/2' 1-1/2' R 1/2' l/2' TYPE 304 18' STAINLESS STEEL HAND 9NK VAIN Y ILIA TUBULAR WALL BRACKETS. SPLA91 BACK MOUNTED ELXAY LXB400 GOOSE NECK FAUCET W/AERATOR, INCDOING ELXA1 STRAINER /4(88 FCO FLOOR CLEAN OUT ND RIPPLY INC ZURN BBB 145 - _ - - - - REFER TO PUN FOR SIZES , 4D FLOOR DRAIN ID INLA Y ZURN Z4155 3 3 3 2 - - BOOT ASSDIBLY LATH TYPE B STRAINER TRAP PRIMER OPTION F5 FLOOR SINK HD SUPPLY INC 111 SMITH 3101 C-13CAST SERIES - 3' 3' 2' - - NON BODY. WITH NICKEL BRONZE TOP AND 3/4' CRATE SEDIMENT BUCKET TPV TRAP PRIMER VALVE HD SUPPLY INC PRECISION PLUMBING PRODUCTS PR -500 - - - - 1/2' - REFER TO DETAIL ON SHEET P3.1 MO WALL CLEAN OUT HD SUPPLY NC ZURN 21468 - _ - - - - REFER TO PLAN FOR 412ES CT GREASE TRAP - MIFAB MI -ROC -8 SERIES - y y - - - RECESSED 30 GPM NON -CORROSIVE GREASE TRAP WITH ACD RESISTANT POWDER EPDXY COATED INSIDE AND OUTSIDE VAIN NON -901) TOP WITH W1TH FLOW CONTROL FITTING AND EXTENSION UP TO FINISH FLOOR. NOTES 1 PROVIDE TRAP PRIMERS AT ALL 41.00R DRAINS. 2 PROVIDE INSULATING KIT ON TRAPS AND HOT AND COLD WATER SUPPLIES TO ALL HANDICAPPED LAVATORIES 3 SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF HANDICAPPED FIXTURES ALL PLUMBING FIXTURES TO BE PROVIDED BY THE CONTRACTOR THROUGH A NATIONAL ACCOUNT AGREEMENT. FOR CONTACT INFORMATION CALL HUGHES SUPPLY INC. REFER TO SHEET A3.3. 4 ALL NOTED FIXTURES SHALL BE ACCESSIBLE TO INDIVIDUALS MIN DISABILITIES 9 ACCORDANCE WITH THE 'AMERICANS WITH DISABILITIES ACT OF 1990'. FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY 'MTH AMERICAN NATIONAL STANDARDS INSTITUTE (ANS) PUBUCATION A117.1 - 'PROVIDING ACCES4BIUTY AND USABILITY FOR PHY9CALLY HANDICAPPED PEOPLE' AND/0R GOVERNING CODE 5 ALL PLUMBING FIXTURES, EQUIPMENT, TRIM, AND FITTINGS SHALL COMPLY WITH LOCAL STATE. AND FEDERAL REGULATIONS AND CODES, INCLUDING. BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION WOES. THE SCHEDULED AND/OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL 8E THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODESOR REGULATIONS IN ALL RESPECTS. THE CONTRACTOR 91ALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES EQUIPMENT, TRIM, OR FITTINGS THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S 81D INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS AND CODES ABBREVIATION LIST IDENTIFIER DESCRIPTION. AFC BEP CO COOP FC0 COG CTX PICO CW EPIC DN FU FD G CPM HB HW HNH HOUR 141V 1W UV ABOVE FT1191 GRADE BACKFLOW PRET/ENTER CLEANOUT C.EANOUT DECK PLATE CLEANOUT FLOM MOUNTED CLEANOUT TO GRADE CONNECT TO 035146 CLEANOUT WALL MOUNTED COLD WATER ELECTRIC WATER COOLER DRAINAGE FIXTURE UNITS FIXTURE UNITS FLOOR DRAIN GAS GALLONS PER HOUR HOSE 8188 HOT WATER HOT WATER HEATER HOT WATER RETURN INVERT INDIRECT WASTE LAVATORY IDENTIFIER DESCRIPTION MBH BRITISH THERMAL UNITS PER HOUR ORD OVERFLOW ROOF DRAIN PRV PRESSURE REGULATOR VALVE RD ROOF DRAM RPZ REDUCED PRESSURE ZONE 8FP SAN SANITARY S5 SERVICE SINK 5T STORM TMP. TYPICAL UR URINAL ✓ VENT VIR VENT THROUGH ROOF W WASTE WC WATER CLOSET WFU WATER SUPPLY FIXTURE UNITS WR WALL HYDRANT X EXISTING TO REMAIN %R EXISTING TO BE REMOVED X111 EXISTING TO BE RELOCATED %NL 00511NC RELOCATED, SHOWN IN NEW LOCATION SYMBOL LIST IDENTIFIER DESCRIPTION D'Q I QJ CHECK VALVE K51 • GAS COC( d1 GAS PRESSURE -ORG--- REGULATOR GATE VALVE/BALL VALVE 6541 GATE VALVE GLOBE VALVE 1/4' TURN BALL VALVE IDENTIFIER _-SAN- __-5T-__ 541 • III EGO() WC0 y V CAS SOLENOID VALVE UNION - -144- DENOTES FLOOR - - MOUNTED CLEANOUT CLEANOUT _ _ 7•- _ 00401E5 CLEANOUT IN WALL ( M ) WATER METER 4 FO Q TERM0METER WALL HYDRANT 41.00R DRAIN -�D- X% PX O DESCRIPTION EXISTING TO BE REMOVED EXISTING UTILITY AS INDICATED SANITARY SENOR PIPING BELOW GRADE SANITARY SEWER PIPING PUMP DISCHARGE STORM SEWER PIPING BELOW GRADE RAIN CONDUCTOR OVERFLOW RAN CONDUCTOR VENT PIPING COLD WATER PIPING HOT WATER PIPING GAS REGULATED PRESSURE GAS PSI CONDENSATE CONDENSATE DRAIN EQUIPMENT DESIGNATION PLUMING FIXTURE NUMBER POINT OF CONNECTION INDICATES COOED NOTE PLUMBING GENERAL NOTES A EM BRB CONTRACTOR 9441 FED '*4?) TIE EXALT LOGATION9 ND SIZES OF ALL UIMI0 4CDON8 11E DEMO OF ALL B8014 GRADE SMEARY 56E45, RBOR TO STMT OF Wag- 1405 DRAMAS 15 NOT RIMED To INMATE ALL 1935945 11181180. 8. CONTRACTOR SHALL BE FAMILIAR ITN 885 STM0MD5. 81185 AND REELA1196. ALL EMS =DMA 9911 COWLED 0114 NO WOOED N DODO BED. C. CONTRACTOR SALL VET SITE MGR TO 9E01018 BD MO FED VERIFY 92905 GOpi1MG TO ENSURE MAT TIE NOW' RER✓SBITED OR TEE commas NO TIME SECIRCATDI8 CAN BE INSTALLED A5 001UA10. CONTRACTCN SHALL TAROT ALL 811668E080 INTO 60100441101. PROJDE ALL TOOM580<4 OFFSETS TO 91T FELD COMM AS. D. CONTRACTOR 9WAU. 1,491P4 90 COORDINATE ALL UTILITY OO1ELT1(41 POINTS, 011100184 51M NO INVERTS NTH 05108 FEED 00011156 PRIOR TO STMT OF MOM E HMT ALL MUTT' CONFLTI88 M0 INSTALLATIONS N FILL 46.6 ONCE NTH ALL UTILITY 881A1108 FROVDE ALL AOOTIOIML AP R1BUM$ AS WOLFED BY UN.ITT L00M11. 11E 00852107 DISTALLATIM MALL 80 IN 40408414124414141.1 AFPLYABLE EMERY STMOMN5 O4 600D FRALME NO SAFETY, ARO TIE MANFACTM8R5 STRICTEST REC0400411018 FOR EORTBR NO PRODUCT AFFI.L'AT10N N0 06TALLA1011. F. TIE CONTRACTOR 9441. MAN 90 PAY FOR ALL PERES 90 06EECTO6 RELATED TO TIE INSTALLATION OF TIE MURK 6. ALL FORK SHALL 0084Y LTH ALL APIECAIXE FEDERAL, STATE ND LOON CODS, VMS ALTS NO ALL N1D1RTE51NVN5118000TION NO LAQOR:05 =ERA H MAINTAIN ALL NNLFACTIRM5 881+00® SERVILE OEAFANO5 FOR ALL WIRE 90 SOLIMER. REFER TO M114T6L11RAL EAB FOR MALT 10CA110 8 OF 9116I18 9X0 L ORTOC OF ROOF ARV FU5105 OF PIE CURBS, SANITARY VERT TRICUM ROOF, ETC, 91ALL DE C 0400ATED 41111 NO PH60QDD BY LM0L04D5 RLY118 CONTRACTOR AT 1115 CONTRACTORS EXPDCE, TO HAWAII ROOF *44 4PH 1.Y. ALL VER 0111ET5 9411 EEA F110414 OF 10'-0' RIMY !ROH OR MO' ABOVE NET AR WAKE ON HVAC EDLIMEN1. 1 ALL HORIZONTAL 96 08)0.TION 99IN4787 PP08 NO ALL ABOVE MADE 0941961HORIZORAI PPUB 8 TO EE WALLED ASHEN AS POSSBLE. K CONTRACTCR WALL 1 COORDI 41E IDES TO MOW N 9661FIC AF4A5 OF TIE E105108 MUMS NM TIE MIME B 00448684 ND NTN TRE OCCUPANTS OF TIE AREA AFFECTED BY TE WORK L CONTRACTOR TO VERIFY ALL EX511448 CONI110 8 NO MALL NOTIFY 811E 08804 CF ANY 08CREPANC165 NTN TIE CO4RACT 0X460115 9'OZE C0 4ECN5 ANY HOOT. H VEEP( 191511N8 SANITARY DRAIN /MERE PRIOR TO START OF FORK IF 5AMARY IN8R5 ARE NOT DM* BIOUM TO 861411 TIE 6REA5E INTERCEPTOR NO REOEELT TO TIE E105108 SANITARY GRAN 080E TIE BILL088, N0171 11E ARL ETECT IHIDIAT0Y. N SLEEVE AR0 SERI ALL PPE PB8118410N5 OF HALLS MO FLOORS. APPLY 1411l*BR RIE SAFNB C01 j4 AT PBE1RA11048 OF FIE -RATED TOLLS NO RLCRS, M4NTAOUB IMESWIY AIV RAM & OF FRE SEPARATION. SLEEVE. TR0811 FLOORS 91ALL 4X1610 2' AEON: ROOK 8E SPOUTED IMO PLACE NO 841191900FED. PPQ8100464 EXTERIOR MALLS SOUL EE SLEEVED AND SEALED )EATER 16141 NTH %IGOE CALK 0. ALL DOFP5116 COD, NOT AV0 TEMFERED WATER PF98 TO 88 DELATED MIH EEO 191319614 65 115LLA71011 NM TYPE ''451 WITT. COD MATER PIPES TO RAVE VY TItiCX 081.41)01. 05£471. NOT 810 101804 HATER PPB TO HAVE I' DECK 8B1A5O1 P. CONTRACTOR SHALL VSRFY ALL VOLTAGE NO POE) 88188HD5 M0 COORDINATE *111 ELECTRICAL CONTRACTOR O TE CONTRACTOR SW,LL LOCATE ALL 5310401T MEN MST BE SERUM. D, MEWED OR 444NUND IN RELY ACCE6B.E POSITION. ELEMENT MALL 011130E WNW EE 1.1.0ED TO, VALVES, TRAPS, CLEAN OFFS, MOTORS, CONIROLLS6, DRAM FO0N5, ITL. F 151481 FOR M"84 ITT. FURIEM A00456 DOORS MDR TH5 RE605E. 4011[4 DEVOTION FROM 11E ORNK4/65 MAY EE MADE TO 4104 FOR BETTER 41'104414l IIY, 440 NR L114NEE FOR THAT FI119052 9411 BE REMITTED FOR *4680881 M0 FOD DOODOR® O1 REVERE crone ROANS R LAYOUT 90841 8 DIAD AMIADIC TIE COIRACTOR 6 RSPOI6EXE FOR 8810436 TE ARC.HITFL11RA1, DNR, 51 411IRM. EECNANCAL 4 ELECTRICAL DRM08S TO 8486 ALL P434E08 8786 5 FROM TO FACILITATE 931008 SERVICES FOR ALL E9AR04T PROVIDED CN TE RRO.ECT, 4E4 OR 60111) 5 TO 184481. PROVIDE NYE6ARY OFFSETS, ROSE; AND RPM TO COOND/ATE NTN TE BRANS STRICTURE MD TIE 11:91K OF 01162 TRAVEL S COMRAGTOR 8 RESPOI4E.E FOR COOD9A11N6 ALL 1.101385/..48 RU888 NTN TIE ST UCTLRAL FRAMH08 GRA4'485, STRJOI RAL F000ATION DRAWEES GRADE 8MCa MCKE D SLAM, 90 ALL 600/80. NO 65ME08 6008 8 4110440 N NI EXTERIOR NAL TE CONTRACTOR MALL NOTIFY TIE ARCHITECT F CHASE SPACE 5 IN./LEGUME OR P FU0UR5 ARE LOCATED ON 0454E HALLS 11011E ALL PIPES ON IV484 SDE OF 1111.0128 OELATLOIL U. 11E PL. 8 TO INSPECT 11E DEMO SANITARY DRAIN TO V821PY EAT R 145 9FICER DEM FOR TIE N5( ICiB: MN TO VERIFY TIE DIRECTION OF ROiK PR55.9AE TEST 11E 04111 B SANITARY DRAIN PRIOR TO TIE START OF 804 148441) TAT 5682 8 RUNE BY RIEDE NTN HATER A IVERIN OF FIVE 6) 041018 PM IB4AE FOR POR (4) I10U8 max ro 5184t OF HOW' REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION FIRE PROTECTION GENERAL NOTES: A 9i8M10R )FAD MACAO MALL CO4PLT NM NPA 0 88881/175 NO 4PORs 001AANCE 1A01319D0i8 1IEOIP09415 B 910P DRAW/495 SHALL 00164E AHD CONTRACTOR 51441 PROVDE ADO110NN.1FM5 A5 REO IRO TO RRMIDE NRA B C0HRA4. C. C07ED9ATE 54404/ IEAD5 N ALL LOCATIONS NTH DIL14104, DIFFUSERS, CH1A86RO NO LENTS. D. REFER TO 5PE0ELATIC 8 FOR 98N988 IEAO SPECIFICATION!. NO AOOITIONAL fEfURBBRS E F. 5. ARRANSE FOR SHR DON OF SYSTIN5 11 ALCO3DA10E NTH NAND 5 09RAIC.E 10048TERS 881RB4l)8 MO DRAIN 90 183 LL 405708 515106 PERFORM 4-04 AT 114ES DE5161A100 BY TE MEP. MORDOK 4818NT INIMFERE NEUOE ANY MSM TIE REMORA NDO. ACILITY OPERATIONS ' MTCIVED 1EXU SYSTEM 45E691 i bTTUKWiL A APR 1 7 2013 PERMIT CENTER 11111 )011111 ARCHITECTURAL GROUP INTERNATIONAL 1 WEST SEVENTH 5TREE COVINGTON. KENTUCKY 41011 49059.2614400 4A015F.261.5550 DESIGNER NOTE CHECKUST COSTRISOTOrt CATO ISSUE FOR PERMIT 418113 RACK PROJECT . Oa. PROJECT. 130328 REV 1 Ofureo 011.1.10 TTIE SCHEDULES, SYMBOLS AND NOTES P1.1 • • C REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION =ft= ERN HR @A01 BIRO P OSE FOOD MLR D >¢ TFK¢ ■1W Ds LUPE VP R3 I Mr YPVC7IRW BM. A ALL MB CRAM MST IR 001RERIT UNDER CASE HUB DRAIN SCALE. TIRE o I. 5MR OF VALVE - TYPICAL 2. BECK VALVE - TYPICAL 3. 19P6I6O14 TNM NT1R0. NO. 5T -514M LION CQEEL1101L 4. DIELECTRIC 11091- TYPICAL 5. I441132 1EA1E2 6. 7 DEEP 6ALVN17E0 51ua. CRAN PAN MRN SOLDERED 95441• NO 710 CMTS OF KIST HIDI7® PANT. 7. T 4 P MEE VALVE MAT75 NO. 10011.4130. 6. PPE RELIEF DRAIN RLL SIZE TO JANITORS 5041 14111 AN 6AP 4 MOAT ON Y4. STEEL C1ECKE✓ED RULE 14TH 24? • 2-67 K I? ANA[ IRON BRACKETS 10. TRAP PRF432 VALVE, PPP. ORE9014 N. NTH I? GRAN 130141 TO FLOOR BRAN II. TEAT TRIP 96 REWIRED BY LOCAL AIBORIOs Rom BOIL A REFER TO DRNOA 644 FOR CORER LL'01L INTER IEATI R SPECIFICATION SOEDLLE. WATER HEATER PIPING DIAGRAM SCALE NOTE 1FA91946CGElLdLAAA1k 3 C44P.5OK • 46X14)24 • 6120 OIBIC 045466 166/141 • 251 OHO E1C4E5 • 6402 6951046 231 ACTUAL DRANAE6 LOAD • .E X 6422 • 5296 6R4- 2 MOIRE FBROD RJR RATE • 2 MR z2 spa 262 Rio RE4INED REAM TRAP SNAIL BE 11098 91490E %FMB 44-6756 /4TH 30 6114 CAPACITY. ACCJPEABLE 985110m44 6 SCAM P0.YENYLEE GREASE INTERCEPTOR /WEL MAUI PATO-3224. r .0f CTX ROM CONTROL MINE O6TA16161.LL RR QI 1VHPACTIZE RS VV F"Y . FROM VA \vim P42 432 VALVE - TYPICAL SANITARY STACK DIAGRAM SCALE 1 40 7 f HANG SINK, fir• NOT REFLECT ACTUAL PLUMBING MIME 1840.137 144 SUPPLY TIB005TATO 19701208 VALVE, F014325 I4YOROBWO WPM 0446. ASSE 1010 1149PPLY STOP VALVE CN 9PPLY ROSH FLOOR A OBLATE ALL 41X700932 BASTE MD 5LFPLT PRO LEDER 50K H1H TIE 1114014AV 6.IARD OBLATION 13113f TR E RO OR ECLIAL H R@$2 TO 0RA1015 RI FOR ROBINS PL/1* AND 6210:1904 CONFL710N %IERL.45 HAND SINK TEMPERING VALVE DETAIL SCALE RCM H & CW PIPING DIAGRAM $CNB 4471E TRAP PRIMER VALVE DETAIL SWI. ALOE PARTIAL PLUMBING PLAN 01 SCALE: N.T.S. PLUMBING CODED NOTES° L GOMECT TO EXISTING 5AHIAR5, %ERP( EXACT LOCATION CERN 51$ NO ROI DIRECTION 34 144E FELD PRIOR TO TIE STAR CF YORK VERIFY HASTE P008 415 ALTNE PRIOR TO CCRECTN6. 2. CONFLT TO 4195118 CAD HATER RMS. N. EXACT LOCA1T04 A40 SE N 1* HHD ROM TO TIE START OF YORK 3. SAKI COT FLOOR MD IRB444 TO 06TALL RP1N5. MC/7L COMPACT ND PATCH R. TO LATCH EXISTN5. 4. 1115505TATIC 44)918 VALVE max 5044 REFER TO DETAIL O4 THIS DRNQB. 5. RCM ORA04 HRH TRAP P15412 VALVE. REEK TO PETAL ON THIS DRN00. 6. ROUTE HAR R PROS N 5.63165 SPACE AS 44641 96 POSSEILE ROBE TO SUIT RBD COD111016 ND COORDINATE 14111 ALL OTIBR TRIPES. PROVIDE ADPIi1CNAL 4UN5IRE 0.80141 PF4 ETC. AS REWIRED. 1. PROVIDE DUAL GEY,K BACIRON REVERTER MTH ATT1OSRERIC VB0, X111475 NO. SD -3 BROOM RESER TO ARCARECTIRAL DRN4905 FOR CABP6EMIN115 EIPVATg8 POR 89500011 1101NTN5 44164114. APPROXIMATELY SO' AFF. COORDINATE EXACT LOCATION 447H MOEN EQ6V4R CONTRACTOR PRIOR TO INSTALLATION. 6. RKF1ID CREAM TRAFR PUSH NM ROOK /10AB. 14RCX BEL E5 110013- R1 -POC -6. 30 607 ROY! RATE. COORDINATE NSTALLAT1011 TO MANTMI PROPEL CEFARAIC15 FOR ROME SHEVONS. FRO/DE ALL REBORED ARiR1ELAIC.E+, 0CLIDIN5 FLOI CONTROL RUINS MD EX1H610N FOR TCP 10 BE RIES X1711 100511 FLOOR. REFER TO MEOW TRAP CAIDLAT116 M LMS MAROS. 4 PROVDE SRi013132 W6154641 FOR 164 FOOD PREP ROOD 410705 095TN5 FOE ROTECTIC41 A6 REBORED TO COK0101 TO TBR C.FIIOC A/0 PARIT1104 LA1'WT. REFER TO FIRE PROTECTION 110115 118 ORN015 A40 SK 1145ATICN FOR FEE PROTECTION RFJ>RBBR9 Li2igL A REFER TO A9 HITECTURAL DRA4,D85 FOR PLUSI19 RO SH -01041£1610* B. GLEAM HASTE BALL 6E CAST WON C. COMORE EE ALL SBE R XOR)' YOM ODER TRADES. LTX O 5- T- r J / P VTR 2.4 TX TYP. O0 PARTIAL ENLARGED PLUMBING PLAN 03 SCALE: 1/T = 1'-0' (ALTERNATE BID #1) , CTX Cid Y OF TUKW(ILA APR 1 7 2013 C -I PERMIT CENTER PARTIAL ENLARGED PLUMBING PLAN 02 SCALE: 1/T = V-0" iiNgl ■■.. ARCHITECTURAL GROUP 1 NTERNATIONAL 1 WEST SEVENTH 5TKEE COV)NGTON, KENTUCKY 11011 EH 159.261-5400 921159-261-5530 DESIGNER NOTE CHECKUST ISSUE FOR PERMIT 4/8513 asp PROJECT / 130328 REV 1 ORAMO IOL; PARTIAL PLUMBING PLAN, DETAILS AND DIAGRAMS P2.1 Jennifer Marshall From: Jennifer Marshall Sent: Saturday, December 07, 2013 11:17 AM To: 'ACALDWELL@AGI-US.COM' Subject: PG13-054, Bed Bath & Beyond Good morning Amanda, It has come to my attention that a permit expiration notice was mailed to you on December 2, 2013 in regards to the subject referenced permit. It was sent in error. That permit received final approval on February 22, 2013 by our inspector Carol Martin. Please accept my apologies for any confusion this may have caused. Jennifer Marshall Permit Technician, City of Tukwila T: 206 431-3670, F: 206 431-3665 The City of opportunity, the community of choice. 1 12/2/2013 City of Tukwila Department of Community Development AMANDA CALDWELL 15W7ST CONVINGTON, KY 41011 RE: Permit No. PG 13-054 BED BATH & BEYOND 400 STRANDER BL Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/18/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/18/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, r Marshall Technician File No: PG 13-054 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • City of Tukwila Department of Public Works April 23, 2013 Garfield-Southcenter LLC 388 Pearl Street Eugene, OR 97401 RE: Bed Bath and Beyond Tenant Improvement 400 Strander Blvd, Tukwila WA Permit Nos. D13-120 and PG13-054 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the fire prevention line. The existing 8" fire prevention Detector Double Check Valve Assembly (DDCVA) was installed by Fire Systems West Inc. under Public Works permit PW 12-062 which was final in December 2012. However, Public Works has never received a copy of the required backflow test report. Public Works has contacted Fire Systems West Inc. who informed us that they attempted to run a test in August 2012; however, they were informed that the tests were already performed by another company. Please forward us copy of the 8" DDCVA backflow test report ASAP or have this backflow tested if it was not previously tested. The Public Works Director will withhold issuance of the Bed Bath and Beyond Tenant Improvement permit until the Permit Center receives copy of the DDCVA backflow test report. Please contact me at (206) 431-2440 or via email at joanna.spencer@tukwilawa.gov if you have any questions. Sincerely, oanna Spencer Development Engineer cc: Bryan Still PW 12-062 & D13-120 files Amanda Caldwell, applicant CORRETION LTR# (W:PW Eng/Other/Joanna Spencer/Letter Garfield LLC 042313) RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-433-0179 • Fax: 206-431-3665 Joanna Spencer From: Sent: To: Subject: Candy Lawson <CandyL@firesystemswest.com> Tuesday, April 23, 2013 9:24 AM Joanna Spencer Tukwila Bed Bath and Beyond Hello Joanna, We went out there to test the backflows located at 400 Strander Blvd. on August 7,2012. All of the backflows had already been tested by another company. (Check with the property manager) Thank you, Candy Lawson Fire Systems West, Inc. Office 253:833 -1248 ---- Fax 253-735-0113 CandvL@firesystemswest.com io Amanda Caldwell From: Lsventure <Isventure@aol.com> Sent: Friday, May 17, 2013 4:58 PM To: Stephen.Chipkin@bedbath.com Cc: KenH@ggroup.com; Kevin.Jones@bedbath.com; Steve.Cohen@bedbath.com; Amanda Caldwell; KarenS@giustina.com; RichC@ggroup.com; ConnieS@giustina.com Subject: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 D13-120 Hello Stephen, Please see correspondence below regarding the backflow testing. If you have any questions or require any further information, please let me know. Thank you. Lorene Corey Local Contact for Garfield-SouthCenter, LLC Original Message From: Karen Sheridan <KarenS@giustina.com> To: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Sent: Mon, Apr 29, 2013 4:10 pm Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 D13-120 Thank you. I was not aware that other departments had pending reviews of Bed Bath & Beyond's Permit request as well. I did call and speak with Jennifer at the Permit Center and she confirmed that we were now "good" with respect to what was needed from Garfield-Southcenter, LLC in order to obtain the Public Works Department's approval. Thank you for your assistance in clarifying this matter for us. Karen Sheridan Administrative Assistant G Group, LLC / Garfield-Southcenter, LLC From: Joanna Spencer[mailto:Joanna.Spencer(a�TukwilaWA.gov] Sent: Monday, April 29, 2013 3:48 PM To: Karen Sheridan Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 D13-120 Karen, Please check with Jennifer, Permit Center @ 206 433-7165 since review is still pending and bldg. department has denied it. Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431-2440 Fax: (206)431-3665 Joanna.Spencer.TukwilaWa.gov /www.TukwilaWa.gov The City of opportunity, the community of choice. CORRECTION RECEIVED CITY OF TUKWILA MAY 3 1 2013 PERMIT CENTER • From: Karen Sheridan [mailto:KarenS@giustina.com] Sent: Monday, April 29, 2013 3:43 PM To: Joanna Spencer Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 D13-120 Thank you for your response. I will pass this along to the Property Manager so that he is aware that Bed Bath & Beyond should be receiving their Tenant Improvement Permit shortly. Thank you again. Karen Sheridan Administrative Assistant G Group, LLC From: Joanna Spencer Jmailto:Joanna.Spencer TukwilaWA.gov] Sent: Monday, April 29, 2013 3:39 PM To: Karen Sheridan Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 D13-120 Thanks. That's all I needed. Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431-2440 Fax: (206)431-3665 Joanna.Spencer©TukwilaWa.gov /www.TukwilaWa.gov The City of opportunity, the community of choice. From: Karen Sheridan [mailto:KarenS@giustina.com] Sent: Monday, April 29, 2013 2:39 PM To: Joanna Spencer Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 We have that test result as well (see attached). Please let me know if you now have all of the documentation you require, or if there is anything else missing. Thank you. Karen Sheridan Administrative Assistant G Group, LLC From: Joanna Spencer Jmailto:Joanna.Spencer@_TukwilaWA.govj Sent: Monday, April 29, 2013 2:33 PM To: Karen Sheridan Cc: Joanna Spencer Subject: RE: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 Karen, I just came back from the site and after opening the fire vault lid it was confirmed that there is a 1" detector check bypass which should be tested as well. Please double check your paperwork and forward us the additional test report. Thanks, Joanna Spencer Development Engineer 2 Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Phone: (206)431-2440 Fax: (206)431-3665 Joanna.Spencer(c�TukwilaWa.gov /www.TukwilaWa.gov • The City of opportunity, the community of choice. From: Karen Sheridan [mailto:KarenS(agiustina.com] Sent: Monday, April 29, 2013 12:04 PM To: Joanna Spencer Subject: FW: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 My apologies. I had an incomplete email address for you in my prior transmittal (see below). Again, I would appreciate it if you would please confirm that you now have the necessary documentation. Thank you. From: Karen Sheridan Sent: Monday, April 29, 2013 12:02 PM To: 'joanna.spencer(atukwila.gov' Subject: Garfield-Southcenter / Bed Bath & Beyond / Backflow Test Result 072612 Good Afternoon. We are in receipt of your letter dated April 23, 2013, a copy of which is attached for your reference. I am not sure why you did not receive a copy of the final test result; however, I believe the attached Test Report from July 26, 2012 is what you are referring to in your letter. Please advise if this documentation is sufficient in order for you to issue a Tenant Improvement permit to Bed Bath & Beyond, or if you require anything further. Thank you. Karen Sheridan Administrative Assistant G Group, LLC / Garfield-Southcenter, LLC 3 April 26, 2013 Amanda Caldwell 15 West 7 Street Covington, KY 41011 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG13-054 Bed Bath & Beyond — 400 Strander Bl Dear Ms. Caldwell, This letter is to inform you of corrections that must be addressed before your development 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 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) 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, I can be reached at (206) 431-3670. Sincerely, hall cian File 'o. PGI3-054 (JAidi W:IPermit Center\Correction Letters12013IPG13-054 Correction Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 25, 2013 PROJECT: Bed Bath and Beyond 400 Strander Blvd PERMIT NO: PG13-054 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Please submit cut sheet/specifications for grease interceptor/trap you plan to install including maintenance requirements. It'ERMIT COORD COP? PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-054 DATE: 05-31-13 PROJECT NAME: BED, BATH & BEYOND SITE ADDRESS: 400 STRANDER BL Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS• 12-7-(3 u li ding Division (Ili) Public orks Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-04-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route tg Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 07-02-13 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 "'PERMIT COORD COPY� PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-054 DATE: 04/17/13 PROJECT NAME: BED,_ BATH & BEYOND SITE ADDRESS: 400 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: -3 Building Division TAS e�� OLI LC. r3 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04/18/13 Not Applicable ❑ Comments: Permit Center Use Only. INCOMPLETE LETTER MAILED: s LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route 71 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 05/16/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ITU weft' / Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW! Staff Initials: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/2y// ? Plan Check/Permit Number: PG13-054 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bed, Bath & Beyond AECENED CITY O1A MAY 3120131 Project Address: 400 Strander Bl (� �J�7 Contact Person: g%%1jj/%o eact Q`/ /16/ Phone Number: U / . Z !l 00 Summary of Revision: /Yllv/I/efizOC¢ nth'5 jYeGSQ IYgevcor. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision �� Received at the City of Tukwila Permit Center by: A "" dEntered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 0513, /13 Contractors or Tradespeople P;ier Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name JM PLUMBING AND MECHANICAL UBI No. 603173986 Phone 3608700696 Status Active Address 420 L St Sw License No. JMPLUPM888CZ Suite/Apt. License Type Construction Contractor City Olympia Effective Date 2/9/2012 State WA Expiration Date 2/9/2014 Zip 98512 Suspend Date County Thurston Specialty 1 Plumbing Business Type Individual Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MORSE, GERALD LEE Owner 02/09/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100186719 02/03/2012 Until Cancelled $6,000.00 02/09/2012 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Security National Insurance NA104014000 11/06/2012 11/06/2013 18.27.200(1)(a) RCW CONSTRUCTION INFRACTION $1,000,000.0011/07/2012 $1,000.00 1 Security National Insurance NA101670900 02/09/2012 02/09/2013 07/27/2012 $500,000.0002/09/2012 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount NBOIM00295 12/14/2011 18.27.200(1)(a) RCW CONSTRUCTION INFRACTION Satisfied $1,000.00 NCZIK00441 1/6/2012 18.27.200(1)(a) RCW CONSTRUCTION INFRACTION Satisfied $1,000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 06/26/2013