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Home My WebLink AboutPermit D08-269 - WESTFIELD SOUTHCENTER MALL - BEN & JERRY'S - KIOSKBEN &JERRY'S 2800 CORPORATE DR N K -2668 D08 -269 CitAbf Tukwila Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: BEN & JERRY'S Address: 2800 SOUTHCENTER MALL K2668 , TUKW LA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: RHETT RUSSELL Address: 5508 OYSTER BAY RD , OLYMPIA WA 98502 Phone: 360 -970 -6849 Contractor: Name: CARETEK LLC Address: PO BOX 1073 , ROCHESTER WA 98579 Phone: 360 273 -5793 Contractor License No: CARTL *95206 DESCRIPTION OF WORK: 10' X 18', 180 SQ FT KIOSK FOR SERVING ICE CREAM doc: IBC -10/06 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -269 Issue Date: 07/01/2008 Permit Expires On: 12/28/2008 Expiration Date: 09/26/2009 Value of Construction: $35,000.00 Fees Collected: $1,047.30 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per MC: 0019 D08 -269 Printed: 07 -01 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a 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 Permit Number: D08 -269 Issue Date: 07/01/2008 Permit Expires On: 12/28/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 N Date: ` 415tb I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie . , 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 • erformance wnrk I am authorized to sign and obtain this development permit. Signature: — /� Date: 1 / / /cd Print Name: 12Le A 0 t( 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. D08 -269 Printed: 07 -01 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 2800 SOUTHCENTER MALL TUKW Suite No: Tenant: BEN & JERRY'S 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 CONDITIONS * *continued on next page ** Permit Number: D08 - 269 Status: ISSUED Applied Date: 05/09/2008 Issue Date: 07/01/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 7: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D08 -269 Printed: 07 -01 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10106 Signature: ( P c Print Name: ve Date: I / D08 -269 Printed: 07 -01 -2008 SITE LOCATION c - r n- King Co Assessor's Tax No.: 63 6241.0 -0010 Site Address: 2$00 �°W� 'L k 2 40 Suite Number: Floor: A GP 3 Tenant Name:.) ic 1 New Tenant: d Yes ❑ ..No Property Owners Name: V1.1GS�p �I13( 5 J� TAPtil Mailing Address: 0 �' I � e .)- 1-f;/1 il4 X11(/ Lt . U6kim f C(. I Lig City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Contact Person: Contact Person: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://wwW.ci.tukwila.wa.us Mailing Address: E -Mail Address: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Company Name: Mailing Address: E -Mail Address: Company Name: Mailing Address: J♦ /1 Ciry St Zip Contact Person: �,ak Day Telephone: LC) . f4 . 8 39- E -Mail Address: del tvpl 42- . net Fax Number: � • x57'15 73 • 5�3 1 f Contractor Registration Number: GQ * t _.4 I 3- (4, Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record }-kIxi< E -Mail Address: (r1G�G • • 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 ** a b • 4 1 \ b. .41 QA Applications Oo Lind l -2006 - Permit Application Jac Revised. 9 - 2006 bh t Building Permit No. tO er Mechanical Permit No. Plumbing /Gas Permit No.G 0 $^ Public Works Permit No. Project No. 1 I t (For office use only) Day Telephone: • AEJ.. /i< VP Fax Number: Day Telephone: ?c Cj'JO _ (v 3t j LOA- 2 State Zip (gb • 452 . City State d Zip Day Telephone: w�J. l Qama• • - i b31* Fax Number: g66. - I • 64 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record x. 11% L aim_ City Stat^ Zip Fax Number:. 3. ✓755 Page I of 6 • Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes BUILDING PERMIT INFORMATION — 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ I D Existing Building Valuation: $ lo' x 1 b' tcc64) ��ivV 'ej c.4, c rrGL 4Y1 . V No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sy 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 usc? ❑ Yes ❑ No If `yes ", explain: FIRE PR�I'ECTION /HAZARDOUS MATERIALS: Lr Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Lld No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 1/ "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ . On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. p.wppbc,,noo,groin„ -Application, c„t Lin,J -200(, -remit Application doc Rcviscd: 9 -2006 bh Pagc 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 " Floor / ✓ (' q „ , {/l 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes BUILDING PERMIT INFORMATION — 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ I D Existing Building Valuation: $ lo' x 1 b' tcc64) ��ivV 'ej c.4, c rrGL 4Y1 . V No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sy 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 usc? ❑ Yes ❑ No If `yes ", explain: FIRE PR�I'ECTION /HAZARDOUS MATERIALS: Lr Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Lld No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 1/ "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ . On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. p.wppbc,,noo,groin„ -Application, c„t Lin,J -200(, -remit Application doc Rcviscd: 9 -2006 bh Pagc 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): G'Jcti lot °Jttcm . Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #l25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right- ol-way Use - Nonprofit for less than 72 hours ❑ ...Ri -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public • ❑. ❑. ❑. ❑. FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State Zip State Zip Q.Wpplicati.mcUuma- Appliwnun.. On L.nc'J -2005 - l\ mit Application.doc Rcviscd. 9 -'2005 hh lo' x lb' (tto se) aostk- Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Highline ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage • ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channel ization ❑ .. Trench Excavation ❑ .. Utility I.Jndergrounding WO # WO# WO # ❑ ...Deduct Water Meter Size Private Private ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Page 3 of 6 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 Clothes washer, domestic - - Floor drain _ / Sinks G 2. - - Dental unit, cuspidor Shower, single head trap Urinals - -_ - Dishwasher domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system • per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors I Repair or alteration of water piping and/or water treating equipment I Repair or alteration of drainage or vent piping / - Medical gas piping system serving one to five inlets /outlets for specific gas Valuation of Plumbing work (contractor's bid price): $ S 00 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Q:Wpplicatioiuu \i 65s- Apphc.nons (ht Line13-2006 - Permit Applicmitin.doc Revised 9 -2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: DD Mailing Address :_ City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: _ Expiration Date: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): _ Utility Purveyor: Water: Sewer: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amcunt 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. Mailing Addres BUILDING OWNER OR A T ZED AGENT Signature: Print Name:_ _� 4 - tw Sf-e I( Day Telephone: C tO `7 egf City State Zip SSoe otp -'I aty 2 QA.App4ations \1 dnns On Line \3-2006 - Pconn Applicatou.doc Re61cd. 9 -2005 hh fj VJ Date: / / 9 I Date Application Accepted: E`9 -D tJ Date Application Expires: !.-U s./ Staff initials: Page 6 of 6 RECEIPT NO: R08 -02304 Initials: WER User ID: 1655 Payee: RHETT RUSSELL 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 SET ID: 0625 SET NAME: BEN & JERRYS SET TRANSACTIONS: Set Member Amount DO8' 269 636.50 EL08 -540 144.00 PG08 -147 167.60 TOTAL: 948.10 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 5139 948.10 TOTAL: 948.10 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR PLUMBING - NONRES STATE BUILDING SURCHARGE 000/322.100 632.00 000.322.101.00.0 144.00 000.322.103.00.0 167.60 000/386.904 4.50 TOTAL: 948.10 Payment Date: 06/25/2008 Total Payment: 948.10 Account Code Current Pmts 4122 06/25 9711 TOTAL 948.10 Receipt No.: R08 -01538 Payee: RHETT RUSSELL ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -269 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/09/2008 Applicant: BEN & JERRY'S Issue Date: Initials: WER Payment Date: 05/09/2008 11:15 AM User ID: 1655 Balance: $636.50 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5127 410.80 Account Code Current Pmts 000/345.830 410.80 Total: $410.80 • Payment Amount: $410.80 7208 05/09 9711 TOTAL 475.80 doc: Receiot -06 Printed: 05 -09 -2008 Project: 04.1 A 4 j'(t7' Type of Inspection: r..e. V) Address: 2c500 ( Date Called: Special Instructions: Date Wanted: 7- 2 ‘-1 -mob a.m. m Requester: vt 5 IFk// Phone No: r. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- Pa 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 Ea Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: r , Alr // .v " 4 Inspector: Date: ❑ $60.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Prpject: Type of Inspection: 6 Address J Date Called II v Special Instructions: ' Cal 9 -° Date Wanted: �` • • a.m. p.m. Requester: Phone No: 4L INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1H(c) \IRIqUi-e•( k-it Tin c)(t. 11-1i3• Fw„ufb Inspector: ek I" iIvfY ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project Type of I spection: Address: goo m» // / Date Called: g Special Instructions: Date Wanted: � 7 - Z2 - 4 4 rrr.• �p- • Requester: Phone No: 3 25 ® Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dagz- 6g PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: G1 4.6-1,3 21c Inspector: 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • 1 Projecig N4lry Type oli ✓l Add�r_ _ / Date Called: Special Instructions: Date 1y�,titedi� �, �J C am.. a.m. p.m Requester: P ct; —26-S X32 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: I Date: /. O - $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: .., , e +- 5 of Inspection: Inspection:_. Address Addressg^ � nil � Date Called: Special Instructions: Date Wanted: 7 / / 3 D a.m. Requester: Phone No: 3W T r342,9 DOSI 3-0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: fi er.s Ine,r, //4 (Inspector: (Date: 3 �, r � ❑ $60.00 • RItiNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: June 25, 2008 Rhett Russell Hulagirl Ice Cream & Deserts LLC 5508 Oyster Bay Rd NW Olympia, WA 98092 Dear Mr. Rusell: ID Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206-296-0163 TTY Relay: 711 www.kingcounty.gov/health RE: PLANS AND SPECIFICATIONS FOR: Ben & Jerry's at 2800 Southcenter Pkwy #K -2688, Tukwila, WA 98188 SR1161027 P/E 6702 (Risk 2) Public Health 141 Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number (SR1161027). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:kw Enclosures Cc: Ryan O'nan, Tenant Coordinator, Westfield Corporation ACTIVITY NUMBER: D08 -269 DATE: 05 -09 -08 PROJECT NAME: BEN & JERRY'S SITE ADDRESS: 2800 SOUTHCENTER MALL - K2688 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 01 Buil•(ng l'vision Icy Public Work Complete Please Route i t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: REVIEWER'S INITIALS: 01 ' 1 & 4,-10 Fire P revention Incomplete Structural Review Required I! Structural n DET ERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑� Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DUE DATE: 05-1 3-08 DATE: DATE: rt -i3 Planning Division Permit Coordinator Not Applicable n No further Review Required DUE DATE: 06-1 0 -08 Not Approved (attach comments) n as u n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: May 9, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Ben & Jerry's Kiosk, 2800 Southcenter Mall #K2688, Tukwila Permit No. D08 - 124 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant • • Title: ^^" L tC Tenant Name: Ben & Jerry's Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 7 `f. Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 lig King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type c2/66 -6 K2 f, F4 Property Address 1 City --, r r:9 Owner's Name State ZIP Subdivision Name Subdiv. # //� Block # Building Name &- �T')C' 1 41 4 7/ (if applicable) ( 3 ' ) 1 '7e , - Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 55e5 V (0.4. Bei_ ReL 1 /W '4 1 `t �r 2 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 ..725 Its-.2.1903 104- 9eiti Lot # RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected da fef^d ination Xa revised capacity charge. ( )i S • For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 634 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes >>) No Was building on Sanitary Sewer? ❑ Yes .(■o Was Sewer connected before 2/1/90? ❑ Yes " Jo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B . c . r 1 RCE MAY 1 11008 .. Tul<wlLA SAY - 9 2008 PUBLIC W OBIg§ ?ii r f;',rIv: 6 Signature of Owner /Representative 1� /_ t Date 5 /C/ RCE License Information License CARETL *95206 Licensee Name CARETEK LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602527814 Ind. Ins. Account Id 86172102 Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 1073 Address 2 City ROCHESTER County THURSTON State WA Zip 98579 Phone 3602735793 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/26/2005 Expiration Date 9/26/2009 Suspend Date Separation Date Parent Company Previous License CARET * *991NW Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 OLD REPUBLIC SURETY CO YLI242533 09/26/2005 Until Cancelled $12,000.00 09/26/2005 Business Owner Information Name Role Effective Date Expiration Date CAREY, SCOTT PARTNER/MEMBER 09/26/2005 Look Up a Contractor, Electtan or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. la Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= CARETL *95206 07/01/2008 l'i(.3MH �o o ZE 2600 SOUTHCENTER SEATTLE, WA 98188 PERMIT SET 108 -043 SITE PLAN FRANCHISEE ICE CREAM AND DESSERTS, LLC 6508 OYSTER BAY ROAD NW OLYMPIA, WA 98502 CONTACT: RHETT RUSSELL PHONE: (877) 333 -4799 FAX: (360) 252 -8829 NORDSTROM /‘ NORTH THREE LEVELS 171.275e1 WARS THREE LEVELS 174,63@.1 ARCHITECT HELIX DESIGN GROUP 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: BRUCE MCKEAN PHONE: (253) 922 -9037 FAX: (253) 922 -6499 D� INTERIORS j2 W' 0 2 , HELIX DESIGN GROUP 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: EMILY HOLD $ DIANE BARRINGER PHONE: (253) 922 -9037 FAX: (253) 922 -6499 1 BEN 4 JERRY'S CONSTRUCTION MANAGER RETAIL CONSTRUCTION MANAGER 2916 IRIS MEADOW DRIVE RIVERTON, UT 84065 CONTACT: MIKE ANDRUS PHONE: (801) 253 -4443 PROJECT LOCATION SITE #9250 LEVEL 2 OF 3 MECHANICAL ENGINEER WULTZBHU /CROSS INC. 2407 NORTH 31st STREET STE.200 TACOMA, WASHINGTON 98407 CONTACT: RICK HULTZ PHONE: (253) 383 -3257 FAX: (253) 383 -3283 FUTURE RETAIL JCPenney THREE LEVELS 27B 46Se N.T.5. NORTH 7. NOT USED 9. NOT USED BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER 51-IEET NUMBER ELECTRICAL ENGINEER HULTZBHU /CROSS INC. 2407 NORTH 31st STREET STE.200 TACOMA, WASHINGTON 98407 CONTACT: BRAD HALL PHONE: (253) 383 -3257 FAX: (253) 383 -3283 VICINITY MAP SYMBOLS GRID LINE DESIGNATION C.05. = center of structure F.O.S. = face of structure (E) = existing GENERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 8. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. 10. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. II. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC. 12. NOT USED wi 0 F.0.5 0 U- A F.O.S. N.T.S. SEPARATE PERMIT REQUIRED FOft WM•ictianical ffireecuical r umbing Gas PiPb City of Tukwila BUILDING DIVISION DETAIL DETAIL NUMBER SHEET NUMBER REVISION REVISION MATCI -ILINE NORTH ARROW SHEET INDEX GENERAL DRAWINGS G00I COVER SHEET ARCHITECTURAL DRAWINGS AI00 FLOOR PLAN, EQUIPMENT PLAN 4 SCHEDULES A600 ELEVATIONS A60I ELEVATIONS, SECTIONS DETAILS A602 DETAILS GOVERNING CODE OCCUPANCY GROUPS IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 ALLOWABLE FLOOR AREA IBC TABLE 503 TOTAL FIRE SPRINKLERS IBC CHAPTER 9 REVI SIONS No be made to the scope Tukwila Building Di t of � � will plan a new p submittal oral plan review fees. FIRE ALARM AND SMOKE DETECTION IBC CHAPTER 9 D054-2(09 MECHANICAL DRAWINGS MI.0 MECHANICAL LEGEND, NOTES 4 SCHEDULES M2.0 PLUMBING PLANS * DETAILS ELECTRICAL DRAWINGS E100 ELECTRICAL PLANS SCHEDULES E200 ELECTRICAL SPECIFICATIONS FILE COPY Permit No. Plar review approval is suttect to errors NW omissions. Approval of constrixdon documents does tome the violation of any adopted code or maw* e. Receipt of approved i.. is y.,ty MATCHLINE ®I I ®I NORTH �� rv� O F I CODE CONIPLFICE R A PPROV M AY 2 0 Tukwila � I C -Of Tk lla _ i BUILDING DiViSin iu -.f :-l;l' P— City of Tukwila BUILDING DIVISION PROJECT INFORMATION 2006 INTERNATIONAL BUILDING CODE A -2 - RESTAURANT 11B FULLY SPRINKLERED 180 SQ. FT. ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC SMOKE DETECTION AND FIRE ALARM SYSTEM WITH A MUNICIPAL TRIP CIRCUIT D08-2109 RECEIVED MAY - 9 2008 PERMIT CENTEFI U H elix ci s i g r ; r DATE 05.01.08 DRAWING NO. AMERICAN INSTITUTE OF AR I f BEN & JERRY'S KIOSK SOUTHCENTER MALL SEATTLE , PERMIT SET G001 REVISION DATE JOB NO. i08 -043 1 of 9 HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No purl of !his document may be reproduced in any form or by any mean '^ hnul permission in writing from Hero Design Group FLOOR PLAN LEGEND 1 SYMBOL DESCRIPTION I SYMBOL AND TEXT GATE, SEE ELEVATIONS 4 DETAIL IO14/A602 1 3/44 GROMMETS TO BE FIELD LOCATED, BASED ON EQUIPMENT LOCATIONS. COORD N/ ARCH. 4 ELEC. DWGS. EXISITING FLOORING GATE INTERIOR ELEVATION elevation number sheet number BUILDING SECTION section number sheet number WALL SECTION section number ..... al 1 �� ` I0A IL _ ... / // / \ /; f / r/ , ,, // // / 1' I � ,/ 3A AXXX: 5A 7A SIM - 1OA t I 1 TYP • ' of h SIM 1 IOA L sheet number FIRE EXTINGUISHER semi-recess cabinet, rated cabinet at rated oxalis <2> TYP • re F.E. SHEET NOTES 1 SYMBOL NOTE FOI FO2 F03 GATE, SEE ELEVATIONS 4 DETAIL IO14/A602 1 3/44 GROMMETS TO BE FIELD LOCATED, BASED ON EQUIPMENT LOCATIONS. COORD N/ ARCH. 4 ELEC. DWGS. EXISITING FLOORING WALL TYPES 1 DESCRIPTION f SYMBOL AND TEXT WALL TYPE I 3 5/5" METAL STUDS @ 16" O.C. 6" METAL STUDS@ 16" O.C. I MANUFACTURER COLOR / PATTERN / TYPE NOTES C -I CORIAN COLORS AND MATERIALS SCHEDULE 1 SYMBOL MATERIAL I MANUFACTURER COLOR / PATTERN / TYPE NOTES C -I CORIAN DUPONT NOCTURNE <2> C -2 CORIAN DUPONT GLACIER ICE <2> MTL METAL - MATCH FORMICA COLOR - SPRINGTIME / SMOOTH FINISH <3> T - GLASS TILE UNITED TILE - INTERSTYLE COBBLETONES - HARVEST T -2 GLASS TILE UNITED TILE - INTERSTYLE - COBBLETONES - FOREST 55 STAINLESS STEEL - GV GRAPHIC VINLY KORO GRAPHICS <I> I COLORS AND MATERIALS SCI - IEDULE NOTES <I> CONSULT WITH OWNER, SEE COLORED RENDERINGS FOR INTENT <2> SQUARE EDGE PROFILE <3> PROVIDE TENANT WITH SAMPLE BEFORE ORDERING 4 INSTALLATION 8 1 2 3 4 5 6 7 9 10 A A 4A STA DARD ABBR EVATO \S ACT ADJ ALUM AWE BB BD BLKG BOT C CAB CB Q CLR CER CHRL CLG CMU CONC COORD C.0.5. CPT CT D (D) DBL D.F. DN DOWN ACOUSTICAL CEILING TILE ADJUSTABLE ALUMINUM ACOUSTICAL WALL FABRIC BACKERBOARD BOARD BLOCKING BOTTOM COMPACT CABINET CHALKBOARD CENTER LINE CLEAR CERAMIC CHAIR RAIL CEILING CONCRETE MASONRY UNIT CONCRETE COORDINATE CENTER OF STRUCTURE CARPET CERAMIC TILE DEPTH DEMOLISH DOUBLE DRINKING FOUNTAIN P.S. DW EA EL. E.P. EC) EQUIP (F) EXT FF FIN F.I.G. F.I.O. FLR F.O.I.C. F.O.S. FP F.P. F.D. F.E. F.H. FT (F) GALV GB DOWNSPOUT DISHWASHER EACH ELEVATION ELECTRICAL PANEL EQUAL EQUIPMENT EXISTING EXTERIOR FACTORY FIN151-1 FINI51 - 1 FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FLOOR FURNISHED BY OWNER INSTALLED BY CONTRACTOR FACE OF STRUCTURE FIREPROOFING FLAG POLE FLOOR DRAIN FIRE EXTINGUISHER FIRE HYDRANT FEET I FOOT FUTURE GALVANIZED GRAB BAR GFRG GL GLB GWB GYP H 1 14.5. HC H.C. NM NOR HR NT INT JAN JT 1B5 LG LIN MAS MAX MB MDF MIN MIN. GLASS FIBER REINFORCED GYPSUM GLASS GLUE LAMINATED BEAM GYPSUM WALLBOARD GYPSUM HEIGHT HORIZONTAL BLIND 1.405E BIB HOLLOW CORE HANDICAPPED HOLLOW METAL HORIZONTAL HOUR HEIGHT INTERIOR JANITOR JOINT POUNDS (WEIGHT) LAMINATED GLASS LINOLEUM MASONRY MAXIMUM MARKERBOARD MEDIUM DENSITY FIBERBOARD MINIMUM MINUTE MTL N.I.C. NO. N.T.5. 0.C. 0.H. OPNG OPP PFT PLAN PLY PS PT QT R (R) RB REF REQD RF 5 (5) SC SCHD SDT SG 51M METAL NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OPENING OPPOSITE PORCELAIN FLOOR TILE PLASTIC LAMINATE PLYWOOD PROJECTION SCREEN PAINT QUARRY TILE RADIUS RELOCATED RUBBER BASE REFRIGERATOR REQUIRED RUBBER FLOORING SOUND SALVAGED SOLID CORE SCHEDULE STATIC DISSIPATED TILE SAFETY GLASS SIMILAR SLR 55 STL 5V TB TBB TI-1K T.O.B. T.O.F. TRTD T.S. TWF TYP U.N.O. UNFIN VCT VP W W/ WAIN WB N D WG WH W/0 NOM NP SEALER STAINLESS STEEL STEEL SHEET VINYL TAC(BOARD TILE BACKERBOARD THICK TOP OF BEARING TOP OF FLOOR TREATED TUBE STEEL TACKABLE WALL FABRIC TYPICAL UNLESS NOTED OTHERWISE UNFINISHED VINYL COMPOSITION TILE VENEER PLASTER WIDTH WITH WAINSCOT WHITEBOARD HOOD WIRE GLASS WATER HEATER WITHOUT WALK OFF MAT WORK POINT SCALE: 1/2"--.1'-0" B TYP FLOOR PLAN C IE IB' -O" D ier \ A 0 i 0 0 5' -q" 0 7A 3A C O 000 O 000 C 0 4E 5 1 -1 " D 00 3' -0" F.E. 2" E E TIP �1A F F EQUIPMENT PLAN SCALE: I /2 " =I' -O" G G H H J J Dao ••09 6" 2' 0' 1' ,4 SCALE: 1 /2" I ' - 0" K K QJI T SCHIDJL Z 0 DESCRIPTION MANUFACTURER PART NUMBER EQUIP SIZE W 1— ELECTRICAL IZ a_ PLUMBING CONNECT 0 GC GC ( 1E ) 2 WAFFLE CONE MAKER 0 0 0 0 0 0 GC 0 0 0 0 0 0 GC 0 0 0 0 GC GC MC 0 NOT WATER TAMK ICE MAKER WITH BIN MC MC MC 0 EC EC EC EC EC EC 0 MC GC GC 0 0 GC MC 0 MC MC MC 0 EC EC 0 MC GC GC 2E (5E ( (15E) (16E) 17E 18E (37E) 42E 20Tn 2 (12E) 14E 2 5 MENU BOARD DIP CASE DIPPER WELL CASH REGISTER DROP —IN STAINLESS STEEL HAND SINK BLENDER UNDERCOUNTER REFRIGERATOR UNDERCOUNTER FREEZER FUDGE WARMER WAFFLE DIP WARMER DIGITAL SCALE STAINLESS STEEL 3 —BAY POT SINK WAFFLE CONE SHELF CUP DISPENSER CONE BOX SPLASH GUARD CABATCO INC. MD- -IO5SE PROVIDED BY OWNER MASTER GILT DD -69L DIPWELL CO. 15" HALF MOON MICRO SYSTEM ECLIPSE MANITOWOC QM — .45 ADV. TABCO DI—I-10-2X VITA —MIX 36010 TRUE MANUFACTURING TUC— 36 -- ADA TRUE MANUFACTURING TUC — 36 — F — ADA SERVER PRODUCTS 85810 SERVER PRODUCTS 92000 TOSHIBA TEC SL -2200 ADV. TABCO K7 —C2 -2I INST. EQUIP, INC. DISPENSE —RITE INST. EQUIP. INC. 21M 10.25" 69" 15" IO" 36 —i " 13.3" 75" I'1" 27.5" 3" 14" 30 -A" 30—" 13.6" 21" II" 30.25' IO " 29— 29- " 5.4" 120 120 115 115 115 120 115 I/3 1/3 1/4 3 I/5 I/5 1200 415 I00 3.1 5.3 13 4.0 4.0 GO 60 60 60 60 60 60 60 60 .5" 3/6" .5" .75" 1.5" 1.5" - I.5" I .75" I.5" 24" 24" 24" SERVICE CORD IAIITH PLUG 15A CORD IAIITH NEMA 5-15P IAIITH FAUCET AND BASKET SERVICE CORD WITH PLUG 15A CORD WITH NEMA 5—I5P 120 SERVICE CORD WITH PLUG SERVICE CORD IAIITH PLUG SERVICE CORD IAIITH PLUG 1 FAUCET, 3 TWIST WASTE VALVES 5.5. 304 SERIES — GENERAL CONTRACTOR EC — ELECTRICAL CONTRACTOR MC — MECHANICAL CONTRACTOR 0 — OWNER V — VENDER SCI-IEDULE NOTES WITH CONE ROLLER STUB UP WITH INSTALLATION KIT WITH DSL PRINTER DRAWER AND RELATED HARDWARE 5.5. 304 SERIES WITH CASTERS NOT USED NOT USED HAND SINK FOR ICE CREAM NATIONAL EQUIPMENT/MILLWORK SUPPLIES I. EQUIPMENT/MILLIAIORK SHALL BE SUPPLIED BY ONE OF THE FOLLOWING NATIONAL SUPPLIERS: BOELTER 7370 N. LINCOLN AVE LINCOLNWOOD, IL 60712 (547) 566 DIRECT (647) 514-5146 CELL (847) 675-0501 FAX CONTACT: ERIC C1-1APLICK LK INDUSTRIES 1357 WEST BEAVER STREET JACKSONVILLE, FL 32201 (904) 633-740/ DIRECT (104) 360-6251 FAX CONTACT: HEATHER ARROIAISMITH True Food Service Eglipment P.O. Box 970 2001 East Terra Lcrie O'Fallon, MO 63366 800-3254152 DIRECT (636) 272-2408 FAX CODE COMPLIANCE. APPROVED \ BUILDING DIASigt RECEIVEr MAY 9 2008 PERMIT CENTER UPI 2 4 5 6 AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP, INC FLOOR PLAN, EQUIPMENT SCHEDULES BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL SEATTLE , WA REVISION DATE 9 DATE 10 A100 DRAWING NO. PERMIT SET JOB NO. 0 HELIX DESIGN GROUP, INC.: All rights rte4nred, Ho port of this document muy be reproduced in any form or ony means without permission In writing from Helix Dedign Group J A I 3 4 5 6 7 1 2 8 9 10 ELEVATION A SCALE: 1 =I' -O" SOLID SURFACE TOP CAP C -2 SOLID SURFACE, C -2 SOLID SURFACE BASE, C -I GRAPHIC BEHIND SAFETY GLAZING ELEVATION C SCALE: I" =I' -O" MOSAIC GLASS TILE, T -2 A B B t. EQ. EQ. I C i : r '7177 I • • • r. - W _ -1 �.._� , "1_ I . ... ( ma y r r i' •__ 1; 1 1 • _ f ,.. r i ._. • I.L�? t I ji l i —± T f t 1 . _ I i i.. hf_t ._ _J. i C I o I SIGN TO BE CENTERED ON PYLON SOLID SURFACE TOP CAP, C -2 SOLID SURFACE TOP CAP C -2 MOSAIC GLASS TILE, T -2 SOLID SURFACE BASE, C--I SOLID SURFACE GATE, C -I GRAPHIC VINYL r • -t MOSAIC GLASS TILE, T -I POWDER COAT METAL I o I MOSAIC GLASS TILE T -2 SOLID SURFACE BASE, C -1 EDGELYTE ECONO LIGHT BOXES FOR PROMO POSTERS E E ELEVATION B SCALE: I " =1 -O" ELEVATION D SCALE: NI' -O ti F F / 7 N 7 GRAPHIC VINYL I � I N GLASS TILE \ GRAPHIC VINYL / SCHLUTER - SCHI ENE ALUM. TRIM I / H H Dobvo? SOLID SURFACE COUNTERTOP, C -2 PONDER COAT METAL SOLID SURFACE C -2 J J K s REVIEWED FOR , CODE COMPLIANCE i APPROVED MAY 2 299 City Of Tukwila BUILDING plYNON SOLID SURFACE BASE C- I K SOLID SURFACE C -2 SOLID SURFACE BEYOND, C -2 SOLID SURFACE BASE, C- I SOLID SURFACE TOP CAr C -2 • �IJ H elix 2 GRAPHIC BEHIND 4 SAFETY GLAZING 5 6 7 RECEIVED MAY — 9 2008 1 PERMIT CENTEFI �1 �sic.�n gro AMERICAN INSTITUTE OF ARCHITECTS ELEVATIONS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL DRAWING NO. SEATTLE, WA REVISION DATE 9 DATE JOB NO. 05.01.08 i08 -043 . PERMIT SET A600 3 of 9 a0 HELD( DESIGN GROUP: ALL RIGHTS RESERVED. No port of this document may be reproduced in any form or by ony means without permission in writing from Helix Design Group J A 1 2 3 4 5 6 7 8 9 10 STAINLESS STEEL BACKSPLASH, COUNTER TOP t CABINET FACE, TYPICAL. ELEVATION E SCALE: 1".•I'-0' SOLID SURFACE SOLID SURFACE TOP CAP ELEVATION F SCALE: l =1' -0 SCALE: I/2' -=.V-O' COUNTER TOP, C -2 A R4 TRANSVERSE SECTION B rr If (3) COMP SINK B OPEN ADJUSTABLE SHELVING R3 I — q ' 7 7 7 HOT WATER HEATER a C C 1',8't ICE MAKER T SCALE= D DIP CASE UNDERCOUNTER FREEZER &FRIDGE LONGITUDINAL SECTION I o I E n ri—ic7L2,7u I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I L___ 1' -6' E N N I \ I \ t N 1111 N / I DIP CASE STAINLESS STEEL CABINET FACE, TYPICAL, 1::F 7 i t J ! I I _.. r_ II T H HAND SINK STORAGE (2E ) MENU a -- F F 5 — q ' N SECTION VIEW I � I MOSAIC GLASS TILE, T -I CABINET BOX 3/4' PLYWOOD LIGHT BOX DETAIL SOLID SURFACE TOP CAP, C -2 SOLID SURFACE BASE, C -1 SOLID SURFACE COUNTERTOP PROVIDE ACCESS FOR MAINTENANCE SAFETY GLAZING W/ TRANSLUCENT GRAPHIC APPLIED LIGHT SOLID SURFACE BASE TREATED WOOD 2'X6" BLOCKING. SCALE: I- 1/2' =I' -0 I G H PLAN VIEW SOLID SURFACE H J Do� -2 Coq J J J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 C 2008 City Of Tukwila LEUILDING DIVISION CABINET BOX LIGHT K SOLID SURFACE PROVIDE ACCESS SELF - ADHESIVE TRANSLUCENT GRAPHIC BEHIND SAFETY GLAZING 3 /4 PLYWOOD K • H elix 2 4 5 6 1 MAY - 9 2008 ERMIT CENTER . assi g rav e AMERICAN INSTITUTE OF ARCHITECTS ELEVATIONS, SECTIONS, 7 AND DETAILS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL SEATTLE , WA REVISION DATE DRAWING NO, PERMIT SET A601 4 of 9 9 DATE JOB NO. 05.01.08 108 -043 HELIX DESIGN GROUP: All RIGHTS RESERVED. No part of this document may be reproduced in any farm or by any means without permission in !idling from Helix Design Group J A 1 2 3 4 5 6 7 8 SPLASH GUARD SCALE: I/4" =1' -0" 1ETAL PANEL 'OWDER COAT FINISH SOLID SURFACE COUNTERTOP 30LID SURFACE BASE SCALE: I/4" =1' -0" I /4 ° RAD. @ ALL EXPOSED CORNERS. R30 $ LEFT SIDE SHOWN, RIGHT SIDE IS OPPOSITE. Csi v N cv 1' -10 I/2" a 1' —II I/2" 1 3/4 A {! = eamatwa —I6GA STAINLESS STEEL " 3+ f 4 3/4" SECTION @ DIP CASE t B S TA I N LE O STAINLESS STEEL WELD W/ STUDS 4 CAP NUTS (3) B r 11 3/4" 2' -3 3/4 "* ALL EXPOSED SURFACES EXCEPT THOSE WITHIN PUBLIC VIEW, TO BE METAL DIP CASE SCREW (2) TO WALL. LIGHT @ BASE TO ILLUMINATE TOE KICK @ DIP CASES TREATED WOOD 2 BLOCKING. cv 1 C 1 1/2" X 1 I/2" MAPLE VERT. MAPLE POST. TEMP � 2 E D EGLARD SOLID SURFACE COUNTER TOP SOLID TERFTOP METAL PANEL POWDER COAT FINISH METAL PANEL POWDER COAT FINISH SOLID SURFACE BASE C 0 Pi 1 1 3/4"0 GROMMETS TO BE FIELD LOCATED, BASED ON EQUIPMENT LOCATIONS. COORD W/ ARCH. * ELEC. DWGS. 2' -1 3/4" MAY VARY SEE OTHER DETAILS) SCALE: 1/4" =I' -0" RE R C'n MTER t1Qp II E5 RI 15% HAND SINK UNIT R2 DOUBLE DOOR NV INT. ADJUSTABLE SHELF UNIT SCALE: 1/4" =I' -0" 13/4 cy 5 3/4" 3/4" fr 3 7 1/2" D STAINLESS STEEL COUNTER TOP BACKSSPLASH STAINLESS STEEL COUNTERTOP PROFILE. PLYWOOD AND MELAMINE BACKING FOR STAINLESS STEEL COUNTERTOP. SHOWN IN PLACE) D 1' 4" 2' — '" 2' -3 2' -6 1/4" STAINLESS STEEL COUNTER TOP * BACKSPLASH 3/4" PLYWOOD 3/4" MELAMINE COUNTER TOP @ BACKBAR LIGHT @ BASE TO ILLUMINATE TOE KICK @ DIP CASES TREATED WOOD 2 "X6" BLOCKING. SECTION @ CONE STORAGE IWAFFLE STAINLESS TAI PEED GLASS —CUP DISPENSERS 1/2" /41" CNI m CV E 5.5. SHEET 0/ ENTIRE REAR PANEL. RUBBER BASE E SOLID SURFACE SUBSTRATE COUNTERTOP SURFACE MATERIAL VARIES, SEE ELEVATIONS FOR MATERIAL CALL OUT. SOLID SURFACE BASE SCALE: I— I /2 " =1' —O" F CV TYPICAL WALL DETAIL 6 3/4" ALL EXPOSED SURFACES, EXCEPT WITHIN KIOSK TO BE STAINLESS STEEL SOLID SURFACE BASE G o 2- (09 H TRIM BO PIVOTT HINGE GATE DETAIL SCALE: I— I/2 "4-0" J TRIM 3' —I 1/4 "± J 3'-0" PIVOT HINGE ( FULL HEIGHT ) @ HINGE ATTACHMENT. BOMMER U74I2 PIVOT HINGE K REVIEWED FOR CODE COMPLIANCE I APPROVED MAY 2 G ?0118 C Qty Of T ukw i la - B UILDING DIVISION SOLID SURFACE NEW 1 K 2 4 5 6 d�s n g ra AMERICAN INSTITUTE OF ARCHITECTS ELEVATIONS, SECTIONS, 7 AND DETAILS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL DATE 05.01.08 SEATTLE , WA REVISION DATE 9 DRAWING NO. PERMIT SET VED 1 , 1 - 9 2008 10 RMIT CENTER A602 © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in arty farm or by any means without permission in writing tram Hera Design Graap JOB NO. 108 -043 5 of 9 EUCOZIE 2600 SOUTHCENTER SEATTLE, WA 98188 PERMIT SET 108 -043 FRANCI -IISEE ICE CREAM AND DESSERTS, LLC 5508 OYSTER BAY ROAD NW OLYMPIA, WA '18502 CONTACT: RHETT RUSSELL PHONE: (877) 333 -4799 FAX: (360) 252 -8829 SITE PLAN NORTH THREE LEVELS ARCHITECT HELIX DESIGN GROUP 6021 I2th STREET EAST SUITE 201 TACOMA, WASHINGTON '18424 CONTACT: BRUCE MCKEAN PHONE: (253) 922 -9037 FAX: (253) 422 -6499 ___,DL LJ INTERIORS HELIX DESIGN GROUP 6021 12th SWEET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: EMILY HOLD $ DIANE BARRINGER PHONE: (253) 922 -9037 FAX: (253) 922 -649q BEN it JERRY'S CONSTRUCTION MANAGER RETAIL CONSTRUCTION MANAGER 2916 IRIS MEADOW DRIVE RIVERTON, UT 54065 CONTACT: MIKE ANDRUS PHONE: (801) 253 -4443 PROJECT LOCATION SITE #9250 LEVEL 2 OF 3 MECHANICAL ENGINEER HULTZ/BHU /CROSS INC. 2407 NORTH 31st STREET STE.200 TACOMA, WASHINGTON 98407 CONTACT: RICK HULTZ PHONE: (253) 3583 -3257 FAX: (253) 383 -3283 N.T.S. 3. VICINITY MAP NORTH 7. NOT USED q. NOT USED ELECTRICAL ENGINEER HULTZ/BHU /CROSS INC. 2407 NORTH 31st STREET STE.200 TACOMA, WASHINGTON 98407 CONTACT: BRAD HALL PHONE: (253) 383 -3257 FAX: (253) 383 -3283 SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.O.S. = face of structure (E) = existing GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. B. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. 10. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. II. DEMOLISH ALL EXISTING BUILDING COMPONENTS NECESSARY TO CONSTRUCT WORK. CAP ALL EXISTING UTILITIES (PLUMBING, ELECTRICAL, AND MECHANICAL) BEHIND WALLS, FLOORS, ETC. 12. NOT USED F.O.S. N.T.S. DETAIL DETAIL NUMBER SHEET NUMBER REVISION REVISION MATCI -LINE NORTI -I ARROW GENERAL DRAWINGS GOOI COVER SHEET ARCI - IITECTURAL DRAWINGS SHEET INDEX A PRE-OPENING INSPECTION BY THE Ki G COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR O op ERA`i e . APPUCAJ4T PLAN � � . `t`«,,�P�'; Viz„ • MECWANICAL DRAWINGS ELECTRICAL DRAWINGS 1 — 111.0 MECHANICAL LEGEND, NOTES $ SCHEDULES M2.O PLUMBING PLANS 4 DETAILS AI00 FLOOR PLAN, EQUIPMENT PLAN $ SCHEDULES EIOO ELECTRICAL PLANS SCHEDULES A600 ELEVATIONS E200 ELECTRICAL SPECIFICATIONS A60I ELEVATIONS, SECTIONS $ DETAILS A602 DETAILS GOVERNING CODE OCCUPANCY GROUPS IBC CHAPTER 3 ALLOWABLE FLOOR AREA IBC TABLE 503 TOTAL PROJECT INFORMATION CONSTRUCTION TYPE ISC TABLE 503 FIRE SPRINKLERS IBC CHAPTER 9 FIRE ALARM AND SMOKE DETECTION IBC CHAPTER 9 1)O4 -(2za9 2006 INTERNATIONAL BUILDING CODE A -2 - RESTAURANT 11B FULLY SPRINKLERED 180 SQ. FT. ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM ALL INTERIOR SPACES SHALL BE PROTECTED BY AN AUTOMATIC SMOKE DETECTION AND FIRE ALARM SYSTEM WITH A MUNICIPAL TRIP CIRCUIT � — � MATCHLINE I ME I ®I MI NORTH SUBJECT T TO ORDINANCE JUN 2 5 2008 De GE -ICING CO By DIANE AGASI "6_1oe Sz 1“910 lit - -atth U �l�sign ;j rc 1 FD AMERICAN INSTITUTE OF ARCHITECTS BEN & JERRY'S KIOSK SOUTHCENTER MALL DATE 05.01.08 SEATTLE , WA PERMIT SET G001 DRAWING NO. 1..i' REVISION DATE JOB NO. 108 -043 1 of 9 © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may be reproduced in any form or by any means without permission In writing from Hero Design Group 7 —ri. �� COLORS AND MATERIALS SCHEDULE I PROVIDED BY ,l9 Q311b1SNl I SYMBOL MATERIAL MANUFACTURER COLOR / PATTERN / TYPE NOTES C -I CORIAN DUPONT NOCTURNE <2> C -2 CORIAN DUPONT GLACIER ICE <2> MTL METAL - MATCH FORMICA COLOR - SPRINGTIME / SMOOTH FINISH <3> T -I GLASS TILE UNITED TILE - INTERSTYLE COBBLETONES - HARVEST - T -2 GLASS TILE UNITED TILL= - INTER5TYLE - COBBLETONES - FOREST GC MC 55 STAINLESS STEEL 2 I - _ MASTER GILT DD --6c1L DIPWELL CO. 15" HALF MOON GV GRAPHIC VINLY KORO GRAPHICS 120 - <I> - 3.1 60 - -- - a 15A CORD WITH NEMA 5 -I5P - COLORS AND MATERIALS SCI - IEDULE NOTES <I> CONSULT WITH OWNER, SEE COLORED RENDERINGS FOR INTENT <2> SQUARE EDGE PROFILE <3> PROVIDE TENANT WITH SAMPLE BEFORE ORDERING * INSTALLATION EQIPM\T SC - =DALE I PROVIDED BY ,l9 Q311b1SNl I (CONNECTED BY 'ON 1,411.1 uiiNVnn DESCRIPTION MANUFACTURER PART NUMBER EQUIP SIZE ELECTRICAL PLUMBING fl Ft DNI1N(lOW CONNECT REMARKS H1CI IM H1d3CI 11 VOLTS Hd dH 11'dM SdIAV 7 Ff ( GOLD HATER 1-10T HATER 31SVM FLOOR PLAN LEGEND GC GC DESCRIPTION I SYMBOL AND TEXT GATE INTERIOR ELEVATION elevation number sheet number BUILDING SECTION section number sheet number WALL SECTION section number IOA L . . \ ,�, \ , , 1 �i i r, I E: z: :: •• i i ) 3A AXXX = 5A . 7A 51N . 10A .. TIP • - 0 • 5IM I IOA ),, sheet number FIRE EXTINGUISHER semi- recess cabinet, rated cabinet at rated walls 11" TTP ' IP . . F.E. SHEETNOTES GC GC STP'113OL NOTE FOI GATE, SEE ELEVATIONS 4 DETAIL IO1-1/A602 13/4" P GROMMETS TO BE FIELD LOCATED, BASED ON EQUIPMENT LOCATIONS. COORD N/ ARCH. 4 ELEC. DWGS. EXISITING FLOORING F02 10.25" F03 11" WALL TYPES GC GC DESCRIPTION J SYMBOL AND TEXT WALL TYPE I 3 5/8" METAL STUDS @ 16" O.C. 6" METAL STUDS@ EZZEZZE 16" O.C. 0 0 GC GC - 2 I 14AFFZE'reDE►EFMAKER.* MENU BOARD CABATCO INC, MD -IO5SE PROVIDED BY OWNER 10.25" Iq" 11" 120 - I - 1200 - - - 12 - - - 24" SERVICE CORD WITH PLUG 0 (E4) - - - - - 2E 0 0 GC MC GC MC 2 I DIP CASE DIPPER' `'IEL1-` MASTER GILT DD --6c1L DIPWELL CO. 15" HALF MOON 6q" 27.5" 3" •0.25' 6" 120 - I - - 3.1 60 - -- - a 15A CORD WITH NEMA 5 -I5P - sE - - - .5" - 1.5" - - 0 eV 0 0 0 MEI 0 I 1111 CASH REGISTER HOTS ' ARTER TAMK MICRO SYSTEM ECLIPSE �■■ - - - _ - - - - - _ - - - - - _ - _ - - CI - Q all CD 0 MC NC I ICEmMAKER -1AIIT'N' BIN " MANITOWOC QM - 45 115 I 1/4 - 5.3 60 3/8" - 1" - 15A CORD WITH NEMA 5 -I5P 0 G (,. ' GC MC MC I DROP -IN STAINLESS STEEL HAND SINK ADV. TABCO DI- I -10-2X 10" 14" 10" - - - - - - .5" 1.5" 1.5" - WITH FAUCET AND BASKET r2E fin 0 0 0 2 BLENDER VITA -MIX 36010 TRUE MANUFACTURING TUC- 36 - ADA - 36 -i" - 30- " - 2q -i" 115 115 I I 3 I/5 - - 13 4,0 60 60 - - - - - - 0 2q" SERVICE CORD WITH PLUG 154 CORD WITH NEMA 5 -I5P 0 EC EC r. I U } CO3F 11+1�TER SEE° ° r �, QR 0 EC EC t� t) � ' 1 ERR# Qf3li,ER EEEEZE , TRUE MANUFACTURING TUC- 36 - F - ADA 36 -g n 30 -k n 2q- n 115 1 I/5 - 4.0 60 - - - 24" 154 CORD WITH NEMA 5 -I5P 0 EC EC I FUDGE WARMER SERVER PRODUCTS 85810 - - - 120 I - 415 - 60 - -- - - SERVICE CORD WITH PLUG _ OD 0 EC EC 08E) I WAFFLE DIP WARMER SERVER PRODUCTS 92000 - - - 120 1 - 100 - 60 - -- - - SERVICE CORD WITH PLUG -- 0 0 0 I DIGITAL SCALE TOSHIBA TEC SL -2200 13.3" 13.6" 5.4" 115 I - - - 60 - - - - SERVICE CORD WITH PLUG - i9E GC O MC GC MC GC I I STAINEESS' STEEL ; 3 -BABY P,DT:FSINK WAFFLE CONE SHELF ADV. TABCO K7 -C2 -21 INST. EQUIP, INC. a 75 - 21 u - 36.5 n - - - - _ - _ - _ _ _ _ - ,75 e _ .75 " - 1.5 n _ _ _ 1 FAUCET, 3 TWIST WASTE VALVES - - _ CD 33E O GC GC 5 CUP DISPENSER DISPENSE -RITE - - - - - - - - - - - - - 5.5. 304 SERIES 37E 0 0 - (42E) I CONE BOX INST. EQUIP. INC. 21M - - - - - - - - _ - _ _ - - 0 0 - I SPLASH GUARD - - - - - - - - - - - _ - - 29M GC -- GENERAL CONTRACTOR EC - ELECTRICAL CONTRACTOR MC - MECHANICAL CONTRACTOR 0 - OWNER V - VENDER 5 6 7 8 9 1 2 3 4 A � A I 4A 9 m STA DARD ABER E VATO\S ACT ADJ ALUM AWF BB BD BLKG BOT C CAB CB CLR CER CI-IRL CLG GNU CONC ACOUSTICAL CEILING TILE ADJUSTABLE ALUMINUM ACOUSTICAL WALL FABRIC BACKERBOARD BOARD BLOCKING BOTTOM COMPACT CABINET CHALKBOARD CENTER LINE CLEAR CERAMIC CHAIR RAIL CEILING CONCRETE MASONRY UNIT CONCRETE COORD COORDINATE C.O.S. CENTER OF STRUCTURE CPT CT D (D) DBL D.F. DN CARPET CERAMIC TILE DEPTH DEMOLISH DOUBLE DRINKING FOUNTAIN DOWN D.5. DOWNSPOUT DW DISHWASHER EA EACH EL. ELEVATION E.P. ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT (E) EXISTING EXT EXTERIOR FF FACTORY FINISH FIN FINISH F.I.C. FURNISHED AND INSTALLED BY CONTRACTOR F.I.O. FURNISHED AND INSTALLED BY OWNER FLR FLOOR F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.0.5. FACE OF STRUCTURE FP FIREPROOFING F.P. FLAG POLE F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.H. FIRE HYDRANT FT FEET / FOOT (F) FUTURE GALV GALVANIZED GB GRAB BAR GFRG GL GLB GWB GYP H H!3 H.B. HC H.C. HM HOR HR NT INT JAN JT 1135 LG LIN NAS MAX MB MDF MIN MIN. GLASS FISER REINFORCED GYPSUM GLASS GLUE ] BEAN GYPSUM 7ARD GYPSUM HEIGHT HORIZONTAL BLIND HOSE BIB HOLLOW CORE HANDICAPPED HOLLOW METAL HORIZONTAL HOUR M=IGHT INTERIOR JANITOR JOINT POUNDS (WEIGHT) LAMINATED GLASS LINOLEUM MASONRY MAXIMUM MARKERBOARD MEDIUM DENSITY FIBERBOARD MINIMUM MINUTE MTL N.I.C. NO. N.T.S. O.C. 0.1-I. OPNG OPP PFT PLAN PLY P5 PT QT R (R) RB REF REQD RF 5 (5) SC SCHD 5DT 5G 51M METAL NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER ' OVERHEAD OPENING OPPOSITE PORCELAIN FLOOR TILE PLASTIC LAMINATE PLYWOOD PROJECTION SCREEN PAINT QUARRY TILE RADIUS RELOCATED RUBBER BASE REFRIGERATOR REQUIRED RUBBER FLOORING SOUND SALVAGED SOLID CORE SCHEDULE STATIC DISSIPATED TILE SAFETY GLASS SIMILAR SLR 55 STL 5V TB MB T.O.B. T.O.F. TRTD T.S. TWF 77P U.N.O. UNFIN VCT VP W W/ WAIN WB WD WG WH W/O NOM WP SEALER STAINLESS STEEL STEEL SHEET VINYL TACKBOARD TILE BACKERBOARD THICK TOP OF BEARING TOP OF FLOOR TREATED TUBE STEEL TACKABLE WALL FABRIC TYPICAL UNLESS NOTED OTHERWISE UNFINISHED VINYL COMPOSITION TILE VENEER PLASTER WIDTH WITH WAINSCOT WHITEBOARD WOOD WIRE GLASS WATER HEATER WITHOUT WALK OFF MAT WORK POINT SCALE: I /2 " =I' -0" B TYP FLOOR PLAN L ,/ Iiri ,,1111 i� i i i i l�iii� i rl iii�r r i i i i i irri i r i l i r l� iilii fi i i i i i i i ii i i i i i i i i i i i i i ii�ti� i i» r i i i c r i r l �/ i� �� ! l i�� A 0 0 O 7A 3A a a O 0 0 0 O 000 C C 1 IS' -0" AE 5 D 00 a 3 -0" F.E. 11 E E TIP F SCI- I EDULE NOTES WITH CONE ROLLER STUB UP WITH INSTALLATION KIT WITH DSL PRINTER DRAWER AND RELATED HARDWARE 5.5. 304 SERIES WITH CASTERS NOT USED NOT USED HAND SINK FOR ICE CREAM NATIONAL EQUIPMENT /MILLWORK SUPPLIES EQUIPMENT/MILLWORK SHALL BE SUPPLIED BY ONE OF THE FOLLOWING NATIONAL SUPPLIERS: BOELTER 7370 N. LINCOLN AVE LINCOLNWOOD, IL 60712 (847) 568 -7130 DIRECT (847) 514 -8146 CELL (647) 675 -0501 FAX CONTACT: ERIC CI-IAPLICK echaplick@boelter.com LK INDUSTRIES 1357 WEST BEAVER STREET JACKSONVILLE, FL 32201 (104) 633 -7401 DIRECT (104) 360 -6251 FAX CONTACT: HEATHER ARROWSMITH hcrrowsmith @loadking.cam True Food Service Ecpipment P.O. Box 170 200I East Terra Lane O'Fallon, 110 63366 800- 325 -6152 DIRECT (636) 272 -240B FAX CONTACT : trueFaod�true mfa.com F RESTROOM & KITCHEN HAND WASH SINKS, SHALL BE 1' EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST iod DEGREES FAHRENHEIT' THROUGH A h, MIXING VALVE OR COMBINATION FAUCET SELF , • CLOSING OR METERING FAUCETS SHALL PROVIDEA FLOW OF WATER FOR AT LEAST I5SECONOS. DRAINBOARDS UTENSIL' RACKS, OR TABLES LARGE ENOUGH TO A CCO , - MMODATE ALL SOILED AND CLEANED ITEMS S HA LL BE PROVIDED F OR NECESSARY UTE HOLD%NG .BEFORE CLEANING AND AFTER SANITIZING. ✓ 1 (.2.0 SCALE: I /2" =I' -O" PLUMB SYSTEM _ S SHALL BE DESIGNED CON ST R UCT ED AND, INSTA ACCORDIN TO LAW (APPLICABLE LL, STA AN D F EDERAL STATUES, REGULATI AND ORDINANCES) WAREWASH /NG /DISHWAS HIND SINK COINPARTM1 NTS SHALL BE LARGE ENOUGH to ACCOMMODATE IMMERSIOti OF THE LARGEST EQUIPMENT AND UTENSILS. ,., . CM ea GED I%% %! / % If / _ / / / Il %ll /.fl AMA ►��! 42E 0 G 37E (14E (33E ) LOCKERS OR OTHER SUITABLE FACILITIES ,SHALL BE PROVIDED FOR THE ORDERLYSTORAGE,OF EMPLOYEES CLOTHING AND OTHER POSSESSIONS. EQUIPMENT PLAN G ci.ht E1 HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL B E SUFFICIENT TO MEET T HE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. H FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE BE ADVISED THAT THE NEW WASHINGTON • STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 49 DEGREES FAHRENHEIT OR • BELOW !!! (DOWN FROM 45 DEGREES) 00 H (19E) (5E ) Food equipment that Is certified for sanitation by an An encan'National Standards Institute (ANSI)- accredited certification program °will comply with the food code equipmen &ute nsil material, construction an design requ irements. It is strongly recommended that hot water for therestroom hand wash sinks be plumbed • from the main hot water heater .instead of using an instant warm type water heater unit under each sink F.E. F006, FOOD PREPARATION AND FOOD 8 SERVICE EQUIPMENT STORAGE 'AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL - DRIPS. J J SUBJECT T O OR DIINANCE JUN 25 2008 tlr DIANE` ' • Ip 3?- 11 610 2 ) A PRE - OPENING INSPECTION BY THE KING COUNTY HEALTH BE..PART EN A IS REWIRED PRIOR TO OPERATION. APPLICANT PLA Er is cua 1:) 7r, ' ' AVA.M A8 NO CHANGES SHALL BE MA DE WITHOUT HEALTH DEPARTMENT APPROVAL K K 2 4 5 S-2k9 6 DATE 05.01.08 PERMIT SET H elix . d s g roup AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP, INC FLOOR PLAN, EQUIPMENT 7 PLAN & SCHEDULES BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL SEATTLE , WA REVISION DATE 9 10 A100 DRAWING NO. JOB NO. 108 -043 2 of 9 © HELIX DESIGN GROUP, INC.: N rights reserved. No part of this document may be reproduced in uny farm or b' any means without permission in writing from Helix Design Gro 1 2 3 4 5 6 8 9 1U I . • A • ELEVATION A SCALE: I " =I —O SOLID SURFACE TOP CAP C -2 SOLID SURFACE, C -2 SOLID SURFACE BASE, C--I GRAPHIC BEHIND SAFETY GLAZING ELEVATION C SCALE: 1 " -1 —Q" A MOSAIC GLASS TILE, T -2 B B EQ. EQ. C G j I _ • W • • f 1 , 1 .: - • 1 _ —•, fir, , q • r,Irf • f I f . is • •.4 L 4 r , , ! :.: I_.' J_`- —'° ..w.;_ .�_ . r:. . _ -t- -; -F -- i "L_;_; ? "_, . " r:� _j_ -r_ - ' -i .,,,•,,.;! _ 1 -` I r 1 ' ' ; J-.. i D SIGN TO BE CENTERED ON PYLON SOLID SURFACE TOP CAP, C -2 MOSAIC GLASS TILE, T -2 SOLID SURFACE BASE, C —I SOLID SURFACE GATE, C —I GRAPHIC VINYL D MOSAIC GLASS TILE, T —I PONDER COAT METAL SOLID SURFACE TOP CAP C -2 MOSAIC GLASS TILE T -2 SOLID SURFACE BASE,C -1 EDGELYTE ECONO LIGHT BOXES FOR PROMO POSTERS E E ELEVATION B SCALE: I ". I' —O" ELEVATION D SCALE: r. ILO" / F F / I 1 1 1 / / N GRAPHIC VINYL r G G 1 GRAPHIC VINYL GLASS TILE SCHLUTER — SCHI ENE ALUM. TRIM 1 1 I I H H SOLID SURFACE COUNTERTOP, C -2 PONDER COAT METAL J SOLID SURFACE C -2 D 08 .-VaQ J K SOLID SURFACE TOP CAr C -2 SOLID SURFACE BASE C —I K SOLID SURFACE C -2 SOLID SURFACE BEYOND, C -2 SOLID SURFACE BASE, C— I 2 GRAPHIC BEHIND A SAFETY GLAZING 5 6 7 Helix a n gro AMERICAN INSTITUTE OF ARCHITECTS ELEVATIONS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL REVISION DATE SEATTLE , WA 9 DATE 05.01.08 PERMIT SET 10 A600 DRAWING NO. J013 NO. 108-043 3 of 9 © HEIJX DESIGN GROUP: ALL RIGHTS RESERVED. No part of this document may he reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 STAINLESS STEEL BACKSPLASI -I, COUNTER TOP t CABINET FACE, TYPICAL. A ELEVATION E SCALE: I" =I' --O SOLID SURFACE TOP CAP ELEVATION F SCALE: I'' =1 -D C SOLID SURFACE COUNTER TOP, C -2 R4 TRANSVERSE SECTION SCALE: I/2" � A I B B (3) COMP SINK OPEN ADJUSTABLE SHELVING • R3 C HOT WATER HEATER C N. ■ 7, 1 ICE MAKER SCALE= 1/2 ° -1 -0 D 5 -q' DIP CASE LONGITUDINAL SECTION D 6 -I UNDERCOUNTER FREEZER &FRIDGE 0 11 r E N I I E L_ J - -J / R1 / % J I -3' HAND SINK STAINLESS STEEL CABINET FACE, TYPICAL. 5A DIP CASE (2E MENU STORAGE 6 N F N N F 5 -q' SECTION VIEW SCALE: I- I /2 ° =I -0 MOSAIC GLASS TILE, T -I - rrP G SOLID SURFACE COUNTERTOP CABINET BOX 3/4 PLYWOOD PROVIDE ACCESS FOR MAINTENANCE SAFETY GLAZING W/ TRANSLUCENT GRAPHIC APPLIED LIGHT SOLID SURFACE BASE LIGHT BOX DETAIL SOLID SURFACE TOP CAP, C -2 SOLID SURFACE BASE, C -I TREATED WOOD 2 BLOCKING. PLAN VIEN H SOLID SURFACE H J Dob.- 2109 J CABINET BOX LIGHT K SOLID SURFACE PROVIDE ACCESS -1 SELF- ADI-IESIVE TRANSLUCENT GRAPHIC BEHIND SAFETY GLAZING 3/4' PLYWOOD K 1 2 4 5 6 DATE 05.01.08 70 A601 DRAWING NO. SEATTLE , WA PI Helix cl�sigr gro AMERICAN INSTITUTE OF ARCHITECTS ELEVAT IONS, SECTIONS, 7 AND DETAILS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL REVISION DATE • 9 PERMIT SET JOB NO. 108 -043 4 of 9 a HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No port of this document may he reproduced in any form or by any means without permission in writing from Helix Design Group J A I 1 2 3 4 5 6 7 8 4 f l a SCALE: I /4" =1' -0" 1ETAL PANEL 'OWDER COAT FINISH 50LID SURFACE BASE k3 SOLID SURFACE COUNTERTOP ti a 1' -IO 1/2" L imn RAD. @ ALL EXPOSED CORNERS. I' -I1 I /2" * LEFT SIDE SHOWN, RIGHT SIDE IS OPPOSITE. SPLASH GUARD CN SCALE :1 /4" =I -0" I A 8" C r ' I6GA STAINLESS STEEL 3+ f 4 3/4" SECTION © DIP CASE B STAINLESS COUNTERTOP STUDS $ CAP NUTS (3) r 2' 11 3/4" 2' -3 3/4 "± SCREW (2) TO WALL. ALL EXPOSED SURFACES EXCEPT THOSE WITHIN PUBLIC VI TO BE METAL LIGHT @ BASE TO ILLUMINATE TOE KICK @ DIP CASES TREATED WOOD 2 BLOCKING. B DIP CASE ti ■ C I I /2" X 1 I/2" MAPLE VERT. MAPLE POST. TEM 5 ER EZEGU L AND SOLID SURFACE COUNTER TOP SOLID UNTER P METAL PANEL POWDER COAT FINISH METAL PANEL POWDER COAT FINISH SOLID SURFACE BASE C ° cw 3/4" I � I 13/4" P GROMMETS TO BE FIELD LOCATED, BASED ON EQUIPMENT LOCATIONS. COORD W/ ARCH. * ELEC. DWGS. 2' -1 3/4" (MAY VARY SEE OTHER DETAILS) • MENU WALL SCALE:I /4" =I' -0" STAINLESS STEEL COUNTER TOP r BACKSPLASH STAINLESS STEEL COUNTERTOP PROFILE. PLYWOOD AND MELAMINE BACKING E FOR A COUNTERTOP. SHOWN IN PLACE) RI I5"W HAND SINK UNIT R2 DOUBLE DOOR W/ INT. ADJUSTABLE SHELF UNIT COUNTER TOP @ BACKBAR 7 1/2" t 1' 4" STAINLESS STEEL COUNTER TOP * BACKSPLASH 3/4" PLYWOOD 3/4" MELAMINE Ili u re C1 0 LIGHT @ BASE TO ILLUMINATE TOE KICK @ DIP CASES TREATED 1400D 2 "X6" BLOCKING. 2' -6 I /4" 1/2" SECTION © CONE STORAGE SCALE: 1/4" =1' -0" D WAFFLE STAINLESS STEEL T EMPERED GLASS HELVES. C P DISPENSERS E 5.5. SHEET 0/ ENTIRE REAR PAN L. RUBBER BASE E F SOLID SURFACE SUBSTRATE COUNTERTOP SURFACE MATERIAL VARIES, SEE ELEVATIONS FOR MATERIAL CALL OUT. SOLID SURFACE BASE ca TYPICAL WALL DETAIL SCALE: I -I /2"4_0" F CO ALL EXPOSED SURFACES, EXCEPT WITHIN KIOSK TO BE STAINLESS STEEL 1 . SOLID SURFACE BASE G H TRIM HOMIER #7412 PIVOT HINGE 4. — \„3 I/2" GATE DETAIL SCALE: I- 1/2 " =1' -0 J D J TRIM 3' -I 1/4"i 3 PI ( FULL HEIGHT ) @ HINGE ATTACHMENT. BOMMER #74I2 PIVOT HINGE 1 FA H elix SOLID SURFACE SUBSTRATE K 2 dasic� group AMERICAN INSTITUTE OF ARCHITECTS 4 5 ELEVATIONS, SECTIONS, 7 AND DETAILS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL SEATTLE , WA REVISION DATE 9 DATE JOB NO. 05.01.08 108 -043 DRAWING NO. PERMIT SET 10 A602 © HELIX DESIGN GROUP: ALL RIGHTS RESERVED. No port of this document moy be reproduced en any form or by any meets without permission in writing tram Hera Resign Group 5 of 9 MECHANICAL LEGEND SYMBOL DESCRIPTION ABBR.. DESCRIPTION CW WASTE OR SOIL (W) AFT ABOVE FINISHED FLOOR ARCHITECTURAL AUTOMATIC AUTOMATIC AIR VENT BUILDING CAPACITY CLEANOUT CONNECTION, CONNECT CONTINUE, CONTINUATION CUBIC FEET PER MINUTE COLD WATER COMBINATION WASTE VENT DEGREE FAHRENHEIT DIAMETER DUCTILE IRON DOWN DRAWING ELECTRICAL, ELECTRIC ENTERING ENTERING WATER TEMPERATURE EXHAUST EXISTING EXISTING FIRE FLOOR CLEAN OUT FLOOR DRAIN FLEXIBLE FLOOR FLOOR RECEPTOR GAUGE GALLON GALVANIZED HOT WATER INCH KILOWATT POUNDS LEAVING LEAVING WATER TEMPERATURE MANUFACTURER MAXIMUM MECHANICAL MINIMUM NORMALLY OPEN NORMALLY CLOSED NUMBER NOT TO SCALE OPERATING PRESSURE DROP PHASE REFERENCE REQUIRED ROOM TEMPERATURE TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VENT WITH WASTE FLOOR DRAIN W/ FUNNEL SIZE AS SHOWN ON PLAN VENT V (V) ARCH AUTO FUNNEL DRAIN COLD WATER (CW) AAV BLDG. CAP CO CONN CONT CFM CW CWV DEG F, P ❑IA, 0 D. DN DWG ELEC ENT EWT EXH (E) EXIST F FCO FD FLEX FL FR GA GAL GALV. HW IN KW LBS LVG LWT MFR MAX MECH MIN NO NC NO. NTS OPER PD PH REF REQ'D RM TEMP TYP UG UNO V W/ W - - HOT WATER (HW) GI -1 GREASE INTERCEPTOR HOT WATER CIRCULATING (HWC) 3" -- .- -.- PIPE UP 0 W/ RELIEF VALVE, DRAIN VALVE PIPE DOWN C ISOLATION VALVE (BALL TYPE) ( ) - < ____ _ CHECK VALVE UNION II CONCENTRIC REDUCER p THERMOMETER RELIEF VALVE OR SAFETY VALVE V Q FLOOR CLEANOUT (FCO) !" -► POINT OF CONNECTION TO EXISTING PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION w v CW HW REMARKS FD -1, FLOOR DRAIN W/ FUNNEL SIZE AS SHOWN ON PLAN JR SMITH FIG. 3510, WITH 6" DIA TOP STRAINER, FUNNEL, & TRAP PRIMER CONN. FUN- -1 FUNNEL DRAIN 3" 2" - - JR SMITH FIG. 3821T, WITH 6 "0 FUNNEL, ALUMINUM DOME STRAINER GI -1 GREASE INTERCEPTOR 3" 3" -- - JR SMITH FIG. 8015GT, 15 GPM FLOW RATE, 30 LB GREASE CAPACITY, W/ OUTLET VALVE & GREASE DRAW OFF VALVE. MAX DIMENSIONS: 26 "L x 17 "W x 15-1/2"H. W/ RELIEF VALVE, DRAIN VALVE (9E) * COMBINATION WASTE VENT (CWV) SYSTEM USED, NOT ALL FIXTURES HAVE VENTS CONNECTED TO FIXTURE PIPING. WATER HEATER SCHEDULE SYMBOL SPECIFIED MFR. AND SERIES NO. TYPE AREA SERVED INPUT STORAGE (GAL) DOMESTIC HW ELECTRICAL REMARKS • GPH EWT LWT FLA VOLTS /PH A.O. SMITH DEL 10 ELECTRIC TANK HWK 6 KW 10 31 40 120 28.8 208/1 W/ RELIEF VALVE, DRAIN VALVE (9E) 1 3 4 5 6 7 9 10 A I B SPECIFICATIONS 15010 - GENERAL 1. CODE COMPLIANCE: ALL WORK SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 2. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE CONSTRUCTION, AND THEREFORE DO NOT SHOW ALL NECESSARY OFFSETS, FITTINGS, AND ALTERATIONS TO EXISTING ITEMS, AND ACCESSORIES WHICH ARE REQUIRED TO FORM COMPLETE AND OPERABLE SYSTEMS. 3. FIELD VERIFICATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING FIELD CONDITIONS, REVIEWING EXISTING RECORD DRAWINGS, AND VERIFYING ALL MEASUREMENTS AND RELATIONSHIPS INDICATED ON THE DRAWINGS BEFORE SUBMITTING BIDS AND AGAIN BEFORE PROCEEDING WITH THE WORK. 4. PERMITS AND FEES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, FEES AND INSPECTIONS AS REQUIRED BY THE GOVERNING CODES AND AS SPECIFIED HEREIN. (UNO). 5. SUBMITTALS: CONTRACTOR SHALL SUBMIT PRODUCT DATA INFORMATION FOR ALL PRODUCTS PROPOSED TO BE USED ON THIS PROJECT FOR OWNER REVIEW. PRODUCTS SHALL NOT BE USED UNTIL APPROVED BY THE OWNER OR HIS REPRESENTATIVE. SUBMIT 3 COPIES PLUS ANY ADDITIONAL QUANTITIES THE CONTRACTOR NEEDS (3 COPIES WILL BE RETAINED BY THE OWNER). 6. RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN A SET OF CONTRACT PLANS AT THE PROJECT SITE UPON WHICH ALL CHANGES FROM THE AS -BID PLANS ARE NOTED. AT THE COMPLETION OF' THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE OWNER ONE COMPLETE SET OF THESE RECORD DRAWINGS. 7. PROTECTION: CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL MATERIAL, EQUIPMENT AND APPARATUS PROVIDED UNDER THIS SECTION FROM DAMAGE, WATER, CORROSION, FREEZING AND DUST, BOTH IN STORAGE AND WHEN INSTALLED, UNTIL FINAL PROJECT ACCEPTANCE. 8. COORDINATION: THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER AND COOPERATE FULLY SO AS TO MINIMIZE CONFLICTS AND TO ALLOW FULL OWNER USAGE (UNLESS INDICATED OTHERWISE) OF ALL AREAS DURING CONSTRUCTION. 9. CUTTING AND PATCHING: SHALL BE DONE BY SKILLED LABOR EXPERIENCED IN PROVIDING OPENINGS AND PATCHING OF THE MATERIALS INVOLVED. AREAS SHALL BE PATCHED AND RESTORED TO A FINISHED CONDITION, EQUAL TO ADJACENT FINAL FINISHED AREAS THAT HAVE NOT BEEN CUT. 10. PAINTING: SHALL BE PROVIDED WHERE INDICATED, BY SKILLED PAINTERS IN CONFORMANCE WITH STANDARD PROFESSIONAL PRACTICE INCLUDING CLEANING AND PRIMING OF MATERIALS TO BE PAINTED. COLORS SHALL BE SELECTED BY THE OWNER 11. FINAL INSPECTION: PRIOR TO ACCEPTANCE OF THE WORK, THE CONTRACTOR SHALL PUT ALL SYSTEMS INTO OPERATION FOR A PERIOD OF NOT LESS THAN 5 WORKING DAYS SO THAT THEY MAY BE INSPECTED BY THE OWNER. 12. WARRANTY: ALL WORK AND EQUIPMENT SHALL BE WARRANTED TO BE FREE FROM DEFECTS AND CAPABLE OF PROVIDING SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR. SEE GENERAL CONDITION FOR MORE INFORMATION. 13. NEW MATERIALS: ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 14. COMPLETE SYSTEMS: NOT ALL NECESSARY MATERIALS TO PERFORM THE WORK REQUIRED ARE SPECIFIED OR SHOWN. CONTRACTOR SHALL PROVIDE ALL ITEMS NEEDED TO HAVE COMPLETED PROPERLY OPERATING SYSTEMS; ITEMS PROVIDED SHALL BE OF COMMERCIAL /INSTITUTIONAL QUALITY, CONSISTENT WITH THE QUALITY OF RELATED ITEMS PROVIDED ON THE PROJECT OR CURRENTLY BEING USED IN THE BUILDING. 15. IDENTIFICATION: A. PIPING: SHALL BE MARKED ON 20 FOOT CENTERS WITH SELF - STICKING COLORED MARKERS, LETTERED TO IDENTIFY THE PIPE CONTENTS, AND BANDED AT EACH END WITH ARROW TAPE INDICATING THE DIRECTION OF FLOW. MARKERS SHALL BE SIMILAR AND EQUAL TO BRADY "SYSTEM 1." LETTERING AND COLORS SHALL COMPLY WITH ANSI A13.1. EXCEPT THAT WHERE EXPOSED TO VIEW TO GENERAL MALL PATRONS, NO LABELING IS REQ'D. B. VALVES: SHALL ALL BE MARKED WITH IDENTIFICATION TAGS MADE OF BRASS OR ALUMINUM, STAMPED WITH VALVE NUMBER AND ABBREVIATION OF SYSTEM SERVED. COORDINATE WITH OWNER FOR NUMBERING AND I.D. TO BE USED. LABEL AS- BUILTS W/ VALVE ID NUMBERS ASSIGNED. 16. TESTING: ALL PIPING AND SYSTEMS SHALL BE PRESSURE TESTED PER CODE REQUIREMENTS AND TO AT LEAST 1.5 TIMES THE SYSTEMS ALLOWED OPERATING PRESSURE AND IN ACCORDANCE WITH CODE AND THE OWNER'S STANDARDS. 17. CONTRACTOR LAY -OUT: THE CONTRACTOR IS REQUIRED TO DO FURTHER LAYOUT TO FINALIZE THE DESIGN SHOWN ON THE PROJECT DRAWINGS. SUCH WORK INCLUDES FIELD INVESTIGATION OF ALL EXISTING CONDITIONS, LAYOUT SKETCHES TO VERIFY RISES AND DROPS IN PIPING AND COORDINATION WITH EXISTING ITEMS. 18. INSTRUCTION /0 & M MANUALS: DURING THE FINAL INSPECTION PERIOD, THE CONTRACTOR SHALL PROVIDE INSTRUCTIONS AND DEMONSTRATIONS FOR THE OWNER'S REPRESENTATIVES ON THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT, AND PROVIDE 3 SETS OF O &M MANUALS. 0 & M MANUALS SHALL INCLUDE CONTACT INFORMATION FOR ALL CONTRACTORS AND SOURCES FOR ALL PRODUCTS, AND FACTORY 0 & M MANUALS FOR ALL EQUIPMENT. 19. ALL ITEMS DAMAGED IN THE COURSE OF PERFORMING THE WORK OF THIS PROJECT SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING EQUIPMENT, WIRING, DUCTS AND OTHER ITEMS IN AREAS WHERE WORK IS BEING PERFORMED. THE CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT SUCH ITEMS FROM DUST, DEBRIS AND WATER DAMAGE. 20. PROVIDE BARRICADES & SIMILAR PROTECTIONS TO KEEP NON - CONSTRUCTION PERSONNEL CLEAR OF CONSTRUCTION AREAS. 21. THE PROVISIONS OF THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, ADDENDAS AND DIVISION 1 ARE A PART OF THIS SPECIFICATION. ELECTRICAL, ARCHITECTURAL, AND ALL OTHER DRAWINGS AS WELL AS THE SPECIFICATIONS FOR ALL THE DIVISIONS ARE A PART OF THE CONTRACT DOCUMENTS. 22. UNSIZED PLUMBING PIPING SHALL MATCH THE SIZE OF THE LARGEST ADJACENT CONNECTING PIPE SIZE SHOWN, WHERE THE ADJACENT PIPE IS NOT SHOWN (OR NOT CLEAR), THE PIPE SIZE SHALL BE BASED ON THE GPM FLOWING IN THE PIPE (USE TOTAL OF COILS SERVED FOR HYDRONIC SYSTEM, USE FIXTURE UNITS AND CORRESPONDING GPM PER THE UPC FOR DOMESTIC WATER SYSTEMS, USE WASTE FIXTURE UNITS & UPC TABLES FOR WASTE /VENT SYSTEM), AND A VELOCITY NO GREATER THAN 4 FEET PER SECOND. USE UPC CURVES FOR GPM /VELOCITY FOR APPROPRIATE PIPING MATERIAL INVOLVED. A B C 15060 - PIPE AND PIPE FITTINGS 1. DOMESTIC WATER PIPE AND FITTINGS: TYPE L COPPER, PER ASTM B88, SOLDER FITTINGS PER ANSI B16.22/B16.24. 2. WASTE & VENT PIPING: SERVICE WEIGHT NO -HUB CAST IRON PER CISPI 301 AND ASTM A 888, FOR USE W/ NO -HUB COUPLINGS. COUPLINGS SHALL COMPLY W/ CISPI 310 OR ASTM C 1277. OR, SCHEDULE 40 GALVANIZED STEEL PIPE PER ASTM A 53, WITH CAST IRON DRAINAGE FITTINGS PER ASME B 16.12 & B 16.4. 3. TRAP PRIMER PIPING: TYPE K SOFT COPPER WITH NO JOINTS FROM TRAP PRIMER TO DRAIN. 4. INSTALLATION: A. INSTALL PIPING CONCEALED UNLESS SPECIFICALLY NOTED OTHERWISE. COORDINATE WITH OTHER TRADES AND ALL EXISTING CONDITIONS. INSTALL TO ALLOW MAXIMUM ACCESS TO COMPONENTS INSTALLED IN PIPING SYSTEM. B. FOLLOW ESTABLISHED PROFESSIONAL PRACTICES FOR JOINING OF PIPING AND SO AS TO SUIT THE SYSTEM PRESSURES AND TEMPERATURES INVOLVED. 15080 --- PIPING SPECIALTIES D 1. THERMOMETERS: DIAL BIMETAL TYPE, 3 -INCH DIAL SIZE, BRASS OR STAINLESS STEEL CONSTRUCTION, WHITE FACE WITH BLACK NUMERALS, AND MARKINGS IN DEGREES F. PROVIDE SOCKETS WITH EXTENSION NECKS WHERE INSTALLED ON INSULATED PIPING. THERMOMETER TEMPERATURE RANGE FOR DOMESTIC HOT WATER: 0 TO 200 DEGREES F. 2. WATER STRAINERS: "Y" TYPE, SAME SIZE AS THE PIPE IN WHICH THEY ARE INSTALLED, WITH BRONZE RATED FOR 125 PSI WORKING PRESSURE, AND WITH REMOVABLE PLUG AND SEDIMENT SCREEN. BASKET SCREEN SHALL BE STAINLESS STEEL OR MONEL, 20 MESH, WITH A NET FREE AREA OF AT LEAST 3 TIMES THAT OF THE ENTERING PIPE. PROVIDE WITH BLOWDOWN VALVE. 3. UNIONS: RATED AT MINIMUM 125 PSIG AT 200 DEGREES F; PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METALS JOIN. PROVIDE UNIONS AT CONNECTIONS TO ALL EQUIPMENT. 4. ESCUTCHEONS: SHALL BE CHROME PLATED, PROVIDE FOR ALL EXPOSED PIPING AT WALL, FLOOR, CEILING AND SIMILAR PENETRATIONS. 5. CLEANOUTS: A. FLOOR TYPES: J.R. SMITH FIG. 4025, SATIN BRONZE TOP. B. WALL TYPE: J.R. SMITH FIG. 4422, DUCO CAST IRON FERRULE, BRONZE PLUG, STAINLESS STEEL COVER. 6. TRAP PRIMER VALVE: PRECISION PLUMBING PRODUCTS MODEL P -1 AND P -2, WITH ADJUSTABLE OPERATION. 7. DOMESTIC WATER EXPANSION TANK: DIAPHRAM TYPE, WELDED STEEL WITH HEAVY DUTY BUTYL DIAPHRAM AND RIGID POLYPROPYLENE LINER, CHARGING VALVE AND TANK FITTINGS. 8. ACCESS DOORS: STAINLESS STEEL CONSTRUCTION, MINIMUM 16 GUACE, W/ FULL PIANO TYPE HINGE, & KEYED LOCKING MECHANISM. 15090 - HANGERS. SUPPORTS, SLEEVES AND SEALS 1. PIPE HANGERS AND SUPPORTS: A. GENERAL: SHALL CONFORM TO MSS SP -58 AND MSS SP -69 AND SHALL BE COPPER PLATED WHERE IN CONTACT WITH COPPER PIPE OR BE PROVIDED WITH FACTORY MADE SOLATORS TO PREVENT CONTACT OF DISSIMILAR MATERIALS. UNISTRUT SHALL NOT BE USED TO SUPPORT HORIZONTAL PIPING, EXCEPT WHERE RACKED AGAINST A WALL AND NO OTHER SUPPORT MEANS IS REASONABLE, ALL STEEL HANGERS SHALL BE CADMIUM PLATED, OR BE GALVANIZED STEEL. B. HANGERS: SHALL PERMIT ADEQUATE ADJUSTMENT AFTER ERECTION WHILE STILL SUPPORTING THE LOAD. PIPE GUIDES AND ANCHORS SHALL BE INSTALLED TO KEEP PIPES IN ACCURATE ALIGNMENT, TO DIRECT EXPANSION MOVEMENT, AND TO PREVENT BUCKLING, SWAYING, AND UNDUE STRAIN. C. SPACING: SHALL BE SPACED AS SPECIFIED IN MSS SP -69 AND BY CODE, AND A SUPPORT SHALL BE INSTALLED NOT OVER 1' FROM THE PIPE FITTING JOINT AT EACH CHANGE IN DIRECTION OF THE PIPING (FOR PIPING 2" AND LARGER). D. INSULATION: SHALL BE CONTINUOUS THROUGH ALL SUPPORTS, PROVIDE INSULATION SUPPORTS PER SECTION 15250. 2. PIPE SLEEVES AND SEALS: SLEEVES SHALL BE FABRICATED OF 20 GAUGE SHEETMETAL AND SHALL ALLOW 1/2" SPACE AROUND INNER PIPE AND SHALL EXTEND AT LEAST 1" BEYOND PENETRATED ELEMENT SURFACES. PROVIDE SLEEVES AT ALL WALL, FLOOR, AND CEILING PENETRATIONS (EXCEPT WHERE COMPLETELY SOLID INTERIOR ELEMENTS SUCH AS CONCRETE SLABS ARE PENETRATED). SEAL BETWEEN SLEEVE AND PIPE WITH UL APPROVED FIRE SEALANT; (EXCEPT WHERE FIRE /SMOKE SEPERATION IS NOT REQUIRED PROVIDE SILICON TYPE SEAL OR ROCK WOOL.). SEAL BETWEEN SLEEVE AND ELEMENT PENETRATED WITH SAME MATERIAL ELEMENT IS CONSTRUCTED OF (I.E., CONCRETE, PLASTER, ETC.). ALL SEALING SHALL BE PROVIDED SO AS TO MAINTAIN THE FIRE & SMOKE RATING OF THE ELEMENT BEING PENETRATED. 15100 - VALVES 1, ACCEPTABLE MANUFACTURERS: NIBCO, RED - WHITE, MILWAUKEE, APOLLO, HAMMOND, WATTS. 2. COLD WATER AND HOT WATER SERVICE: 125 PSI -SWP BRONZE BODY BALL VALVES, FULL PORT, NIBCO 5580, T580, OR EQUAL. 3. CHECK VALVES: 125 PSI -SWP BRONZE HORIZONTAL SWING TYPE. NIBCO S -413, T -413, OR EQUAL. 4. DRAIN VALVES: NIBCO S- 585- 7O-HC, T- 585- 70 -HC, OR EQUAL. 5. BACKFLOW PREVENTORS: WASHINGTON STATE APPROVED, TYPE AS INDICATED. INSTALL WITH UNION CONNECTIONS, UPSTREAM STRAINER AND TO BE ACCESSIBLE. 6. INSTALLATION: INSTALL VALVES WITH STEM VERTICAL AND HANDLE UP WHEREVER POSSIBLE; IN NO CASE BELOW HORIZONTAL. INSTALL IN LOCATION FOR EASE OF ACCESS. INSTALL ALL VALVES IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS; RELIEF VALVES SHALL HAVE FULL SIZE INLET ANT OUTLET CONNECTIONS. 15250 -- INSULATION 1. PIPING INSULATION: RIGID FIBERGLASS INSULATION, THERMAL CONDUCTIVITY SHALL NOT EXCEED 0.24 BTU - INCH /HR-- SQ.FT.- DEGREES F. AT 75 DEGREES F. WITH JACKET CONSISTING OF HIGH DENSITY WHITE KRAFT BONDED TO ALUMINUM FOIL, WITH PRESSURE SENSITIVE CLOSURE SYSTEM, INTEGRAL VAPOR BARRIER WITH 0.02 PERM RATING. INSULATE ALL DAMAGED (IN THE COURSE OF THIS PROJECT) EXISTING PIPING INSULATION. PROVIDE INSULATION ON ALL HW, CW, HWC PIPING AS REQUIRED BY THE ENERGY CODE, BUT NO LESS THAN 1/2" INCH THICK. 2. HANGER INSERTS: EXPANDED PERLITE OR CALCIUM SILICATE INSULATION; WITH NO MORE THAN 5% DEFORMATION AT 100 PSI; AND MAXIMUM CONDUCTIVITY OF 0.32 BTU IN /HR SQ.FT. DEGREE F; WITH MINIMUM 18 GAUGE GALVANIZED STEEL SHIELDS. MICHIGAN HANGAR CO. NOS. 124, 1031, 4031; OR EQUAL. PROVIDE 360° TYPE INSERT WHERE PIPE IS CLAMPED FOR SUPPORT. D E E F 3. PIPING INSULATION INSTALLATION: A. PROVIDE INSULATION ON THE SURFACES OF ALL ENERGY CONVEYING, ENERGY CONSUMING, OR ENERGY STORAGE DEVICES (I.E. PIPES, EQUIPMENT, VALVES, FITTINGS, ACCESSORIES, ETC.) INSTALLED AS PART OF THIS PROJECT EXCEPT WHERE SPECIFICALLY EXCLUDED. PROVIDE INSULATION ON ALL ITEMS WHERE EXISTING •ASBESTOS INSULATION WAS REMOVED OR EXISTING INSULATION WAS DAMAGED. B. PROVIDE INSULATION CONTINUOUS THROUGH ALL SUPPORTS USING HANGER INSERTS. 15450 - PLUMBING FIXTURES AND WATER HEATERS 1. GENERAL: PROVIDE ALL STOPS, TRAPS, ESCUTCHEONS, CONNECTIONS, CARRIERS ETC., FOR ALL FIXTURES AS NECESSARY TO COMPLETE THE INSTALLATION OF EACH FIXTURE, WHETHER SUCH ITEMS ARE LISTED OR NOT. STOPS SHALL BE QUARTER TURN BALL TYPE, BRASSCRAFT. 2. THE WATER HEATER(S) SHALL HAVE CAPACITY AS SCHEDULED, AND BE FOR USE WITH ELECTRICITY OF VOLT /PH INDICATED, AND BE LISTED BY UNDERWRITER'S LABORATORIES. HEATER(S) SHALL HAVE 150 PSI WORKING PRESSURE AND BE EQUIPPED WITH EXTRUDED HIGH DENSITY ANODE ROD. ALL INTERNAL SURFACES OF THE HEATER(S) EXPOSED TO WATER SHALL BE GLASS -LINED WITH AN ALKALINE BOROSILICATE COMPOSITION THAT HAS BEEN FUSED TO STEEL BY FIRING AT A TEMPERATURE RANGE OF 1600 °F. ELECTRIC HEATING ELEMENTS SHALL BE MEDIUM WATT DENSITY WITH ZINC PLATED COPPER SHEATH. EACH ELEMENT SHALL BE CONTROLLED BY AN INDIVIDUALLY MOUNTED THERMOSTAT AND HIGH TEMPERATURE CUTOFF SWITCH. THE OUTER JACKET SHALL BE OF BAKED ENAMEL FINISH AND SHALL BE PROVIDED WITH FULL SIZE CONTROL COMPARTMENT FOR PERFORMANCE OF SERVICE AND MAINTENANCE THROUGH HINGED FRONT PANELS AND SHALL ENCLOSE THE TANK WITH FOAM INSULATION. TANK SHALL HAVE DRAIN VALVE, LOCATED IN THE FRONT FOR EASE OF SERVICING. HEATER TANK SHALL HAVE A THREE YEAR WARRANTY. 3. FLOOR DRAINS: GALVANIZED CAST IRON BODY, NICKEL BRONZE ADJUSTABLE STRAINER HEAD, ROUND NICKEL BRONZE GRATE, REVERSIBLE FLASHING COLLAR, AND TRAP PRIMER CONNECTION. PROVIDE WITH 4" DIAMETER FUNNEL WHERE USED TO SERVE RELIEVE VALVES OR INDIRECT WASTES. 4. FLOOR RECEPTOR: CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR, NICKEL BRONZE RIM, DOME BOTTOM STRAINER, NICKEL BRONZE 1/2 GRATE, AND TRAP PRIMER CONNECTION. INSTALL FLUSH WITH FINISHED FLOOR. 5. FUNNEL DRAINS: CAST IRON FUNNEL DRAIN W/ P- -TRAP, WITH. ACID RESISTANT COATING INSIDE & OUT. 6. GREASE INTERCEPTOR: MINIMUM CAPACITY AS SCHEDULED, AND DIMENSIONS TO SUIT SPACE AVAILABLE. STEEL CONSTRUCTION W/ ACID RESISTANT COATING 'INSIDE & OUT, FOR ABOVE FLOOR MOUNTING PROVIDE W/ SEMI - AUTOMATIC DRAW OFF VALVES, & FLOW CONTROL FITTING. PROVIDE EXTRA FLOW CONTROL FITTING TO SERVE INDIRECT DRAIN PIPING. F O H J J K 1 2 3 4 5 2407 North 31st Street Phone: (253) 383 -3257 general@huitzbhuoross.com design group AMERICAN INSTITUTE OF ARCHITECTS E FIRES E5-14-OS HELIX DESIGN GROUP, INC HULTZ BHU÷- C ROSS consulting engineers, Inc. Tacoma, WA 96407 Fax: (253) 383 -3283 Job Number. 08-091 MECHANICAL 7 LEGEND, NOTES & SCHEDULES BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL TUKWILLA , WA REVISION DATE 9 DATE JOB NO. 05.02.08 108 -043 PERMIT SET 10 M 1.o DRAWING NO. 6 of 9 HELIX DESIGN GROUP, INC.: Ai rights reserved. J A I 1 2 3 4 5 6 7 8 9 10 FUN -1 FLOW CONTROL FITTING #2 2" FD-1 A 2 "V s 3"W LINE SHUT —OFF VALVE, FURNISHED W/ GI-1 4" FCO R -10 RIGID INSULATION 4 "(CWV) PIPE FULL SIZE TO FLOOR DRAIN 1" DRAIN PIPED TO FLOOR DRAIN 4 "(CWV) WATER HEATER DETAIL NTS B ACCESS DOOR (WHERE CONCEALED IN WALL) 1/2" (TYP), TYPE K SOFT COPPER, W/ NO JOINTS TRAP PRIMER DETAIL NTS SIZE TO MATCH FLOW CONTROL FITTING CONN. FLOW CONTROL FITTING #1 CO — WATER HEATER (OR LINE AS INDICATED ON PLAN) [ — I WASTE FROM 3— COMPARTMENT SINK 9 /— 2"V I F-(2' 3 "(CWV) B 3 "V 1" HW 3 "(CWV) 3 "V t • � I 2 " FD -1 �- REDUCER (TYP) CO 4 "(CWV) 4 "W C CABINET, SEE ARCH DRAWINGS 1" CW CW LINE TO FREQUENTLY USED FIXTURE M2.0 -- TO FIXTURE (OR AS SHOWN) TRAP PRIMER VALVE ADJUSTABLE TYPE PRIMER MANIFOLD(S) (WHERE SERVING MORE THAN ONE FLOOR DRAIN) r FINISHED FLOOR TO FLOOR DRAIN TRAP (TYP.) NOTE: LOCATE TO BE ACCESSIBLE. LOCATION' ON PLANS IS PRELIMINARY ONLY, CONTRACTOR TO CONFIRM. C EXPANSION TANK THERM —X —TROL ST -5 CHARGE TO BLDG. STATIC PRESSURE LEVEL, LOCATE REMOTE FROM CABINET HOSE END THREADED DRAIN VALVE W/ CAP 6" HIGH SQUARE DRAIN PAN, MIN 20 GA. GALV., WELDED STEEL CONSTRUCTION, WATERTIGHT (E) 4 "W 3 "V, CONN TO (E) 3 "V & ON TO (E) VTR WASTE /VENT RISER DIAGRAM 2 "W 2 "V D FLOOR PENETRATION, SEAL & PROVIDE ESCUTCHEON (TYP) D 2 "V EXPANSION TANK FUN -1 SINK WASTE (TYP) 0 GI -1 OUTLINE OF KIOSK ABOVE r .-- E 0 2 "V, 3 /4 "CW, 3 /4 "HW E (E) 3 "V 2" FD -1 1/2" TO 11E 1 /2"CW FROM BELOW, CONN TO 4E SCALE: I/2 "=1' -0" PROVIDE FULL SIZE TRAP (SAME SIZE AS BRANCH LINE) W/ REDUCER TO FIXTURE CONN SIZE (TYP) 0 3 "V, 1 CW, 1 /2 "H W SCALE: 1 /2 I' -O" 3 "W (CWV) F I G 1 /2 "CW DN THRU FLOOR F : , ABOVE FLOOR PLUMBING PLAN NOTE: PIPING RUNS IN CEILING SPACE BELOW KIOSK (UNO). UNDER FLOOR PLUMBING PLAN FP- 01.DWG FP -OI,DW G 2 "W DN THRU FLOOR M2.0 1 "CW UP THRU FLOOR PROVIDE W/ ISOLATION VALVE ABOVE FLOOR (E) 3 /4 "CW (E) 4 "W H H J GENERAL NOTES 1. SEE ARCHITECTURAL PLANS, KIOSK EQUIPMENT SCHEDULE, & SPECIFICATIONS FOR REQ'D PLUMBING CONNECTIONS TO ITEMS IN THE KIOSK. ALL ITEMS REQUIRING PLUMBING CONNECTIONS SHALL BE COMPLETELY CONNECTED BY THE PLUMBING CONTRACTOR. TI-115 INCLUDES PROVIDING ALL HW /CW /WASTE /VENT /MISC DRAIN PIPING, TRAPS, FITTINGS, STOPS (IN ALL WATER PIPING TO ITEMS), VALVES, SOLENOID VALVES, GASKETS, UNIONS, VACUUM BREAKERS, BACKFLOW PREVENTORS, ESCUTCHEONS, WATER HAMMER ARRESTERS, ACCESS DOORS, PIPE SHROUDS, & ALL ACCESSORIES. 2. FOR PIPING SIZES TO INDIVIDUAL PLUMBING ITEMS SEE ARCHITECTURAL PLANS, KIOSK EQUIPMENT SCHEDULE, PLUMBING FIXTURE SCHEDULE & SPECIFICATIONS. 3. THE PLUMBING CONTRACTOR SHALL INSTALL ALL FITTINGS, VALVES & CONTROLS FURNISHED WITH THE FOOD SERVICE EQUIPMENT AS LOOSE ITEMS, AND SHALL PROVIDE ALL INTERCONNECTION PIPING REQUIRED TO COMPLETE EACH EQUIPMENT HOOK —UP FOR PROPER OPERATION & CONNECTIONS TO PLUMBING SERVICES. 4. Q DESIGNATES KIOSK EQUIPMENT ITEMS. SEE ARCHITECTURAL DRAWINGS. 5. VERIFY LOCATIONS OF ALL ITEMS W/ OTHER TRADES BEFORE BEGINNING WORK. 6. SUBMIT SHOP DRAWINGS WITH DIMENSIONED LOCATION OF ALL FLOOR DRAINS & FLOOR RECEPTORS BEFORE INSTALLING. 7. VERIFY ADEQUATE SPACE FOR WATER HEATER BEFORE ORDERING. S. VERIFY CONNECTION LOCATIONS & REQUIREMENTS OF ALL ITEMS PRIOR TO BIDDING. PLANS ARE SCHEMATIC ONLY & DO NOT SHOW ALL NECESSARY OFFSETS, PIPE LENGTHS, & ACCESSORIES FOR FULL CONNECTIONS. 9. LOCATION OF EXISTING ITEMS IS BASED ON INFORMATION PROVIDED BY OTHERS, AND HAS NOT BEEN FIELD VERIFIED. KEYED NOTES CONNECT TO EXISTING. FIELD VERIFY SIZE & LOCATION. ASSUME LOCATION IS 20 FEET AWAY FROM LOCATION NOTED, REQUIRING 2 ADDED FITTINGS. (UNLESS FIELD VERIFIED PRIOR TO BIDDING). 0 1/2" DOUBLE CHECK BACKFLOW PREVENTOR. 0 0 0 0 0 0 1/2" TRAP PRIMER LINE. PROVIDE TRAP PRIMER TO SERVE ADJACENT DRAINS. SEE DETAIL 2/M2.0 RUN ALL PIPING IN WALL, SOME PIPING SHOWN OFFSET FOR CLARITY (TYP). PROVIDE INDIRECT WASTE TO ADJACENT FR OR FD. REFERENCE ARCHITECTURAL DRAWINGS FOR SIZING INFORMATION. PROVIDE CLEANOUT IN VENT PIPING. CABINET HOUSING WATER HEATER; CUT OPENINGS IN CABINET TO ACCOMMODATE ALL PIPING AND ALLOW DRAINAGE TO FD -1. INSTALL GREASE INTERCEPTOR ABOVE FLOOR & BELOW 3—COMPARTMENT SINK. VERIFY & COORDINATE SIZE & LOCATION WITH 3— COMPARTMENT SINK & SINK LEGS. CUSTOM FABRICATED SINK LEG LOCATIONS MAY BE REQUIRED. J K K 1 2 3 4 5 6 design group REVISION AMERICAN INSTITUTE OF ARCHITECTS EXPIRES 8-I4 -o6 HELIX DESIGN GROUP, INC Lam. HULTZ BHU-- C ROSS consulting engineers, Inc. 2407 North 31st Street Phone: (253) 383 -3257 general@hultzbhuoross.com Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number: 08-091 PLUMBING PLANS 7 AND DETAILS BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL TUKWILLA, WA DATE 9 DATE JOB NO. 05.02.08 108 -043 PERMIT SET 10 M200 DRAWING NO. 7 of 9 HELIX DESIGN GROUP, INC.: an rights reserved. KITCHEN EQUIPMENT CONNECTION SCHEDULE SINGLE PHASE PANEL SCHEDULE DESCRIPTION SYMBOL DESCRIPTION LOCATION MAXIMUM RATINGS FEEDER 3 "4 "C, #12 EACH PHASE, EU1R ,PLUS GROUND UNLESS OTHERWISE INDICATED BELOW DISCONNECT Rating: OMoin CONTROL GFCI DUPLEX RECEPTACLE (NEMA 5- --20R) REMARKS SIZE FLA MCA VOLT /PH BY DESCRIPTION STARTER • A713J e13MOd !SPEED CONTROL I NOLLV.L5 8d 1 I MIMS 311U. I T —STAT I EiService CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. CONDUIT IS 1/2" AND CONDUCTOR IS #12 AWG UNLESS BY DESCRIPTION 0 WAFFLE CONE MAKER DIP CASE CASH REGISTER WATER HEATER ICE MAKER BLENDER UNDERCOUNTER REFRIGERATOR UNDERCOUNTER REFRIGERATOR FUDGE WARMER WAFFLE DIP WARMER DIGITAL SCALE KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK KIOSK 1200W 1 /3HP 500W 6KW 1 /4HP 1560W 1 /5HP 1 /5HP 415W 100W 100W 10 3.1 4.2 28.8 5.3 13 4 4 3.5 0,8 0.8 BKR 120/1 120/1 120/1 208/1 120/1 120/1 120/1 120/1 120/1 120/1 120/1 1 "C2 #8+ #100 X X X @ X X X X X X X CORD AND PLUG CORD AND PLUG CORD AND PLUG 30A /2P NON FUSED CORD AND PLUG CORD AND PLUG CORD AND PLUG CORD AND PLUG CORD AND PLUG CORD AND PLUG CORD AND PLUG CODE ITEM 1E 1200 20 1 2 20 1560 ITEM 14E TYP OF 2 TYP OF 2 TYP OF 2 YYYMCCJY 0 0 9E 0 14E 0 16E 0 K l8E) (19E) ELECTRICAL LEGEND (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) SINGLE PHASE PANEL SCHEDULE DESCRIPTION \ ID: Pi Section: 1 OF 1 Location: KIOSK Enclosure: INDICATES QUANTITY OF SWITCHES FOR Voltage: 120/208, 3W Isolated Gnd TVSS Neutral Rating: OMoin 100 Amps Assembly AIC: Lugs Main Breaker Thru Lugs Lugs GFCI DUPLEX RECEPTACLE (NEMA 5- --20R) Rated © Flush ©10K I Surface I © 122K ENEMA 3R • [Feed 142K I NEMA 12/3R E1200% 'Double EiService CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. CONDUIT IS 1/2" AND CONDUCTOR IS #12 AWG UNLESS CODE l DESCRIPTION VA SKR CKT PHASE CKT BKR VA DESCRIPTION CODE ITEM 1E 1200 20 1 2 20 1560 ITEM 14E YYYMCCJY ITEM 1E 1200 20 3 4 20 1560 ITEM 14E ITEM 3,E 375 20 5 6 20 480 ITEM 15E ITEM 3'"E 375 20 • 7 8 20 180 RECPT ITEM 5E / 19E 600 20 9 10 20 360 RECPT WATER HEATER 3000 40/2 11 m 12 20 280 PROMO, MENU BOARDS 3000 13 14 20 635 ITEM 11E ITEM 16E 480 20 15 16 20 SPARE ITEM 18E 100 20 17 18 20 SPARE ITEM 17E 415 20 19 20 SPACE A B PHASE 8.3 /.5 KVA CONNECTED LOAD SUMMARY IOTAL LOAD KVA AMPS Code Description KVA KVA CONNECTED 15.8 76.0 L Lighting 0.3 X 125% 0,4 CALCULATED 12.7 61.2 R Receptacles 0.5 X 100% 0.5 R Receptacles over 1OKVA 0.0 X 50% 0.0 C Computers 0.0 X 100% 0.0 SPARE CAPACITY: 35.8% M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 125% 0.0 REMARKS: K Kitchen - 9.0 X 65% 5.8 N Noncoincident 0.0 X 0% 0.0 W Water Heater 0.0 X 125% 0.0 Remainder 6.0 X 100% 6.0 ELECTRICAL LEGEND (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) DESCRIPTION \ FIXTURE SYMBOL SINGLE POLE TOGGLE. SUBSCRIPT a, b, c, etc. INDICATES QUANTITY OF SWITCHES FOR SEPARATE CONTROL DISCONNECT SWITCH DUPLEX RECEPTACLE (NEMA 5 -20R) VA /W GFCI DUPLEX RECEPTACLE (NEMA 5- --20R) LED ASTERISK INDICATES COUNTER HEIGHT OUTLET TIVOLI HB SERIES (DUPLEX RECEPTACLE SHOWN) JUNCTION BOX - WALL EQUIPMENT CONNECTION SCHEDULED EQUIPMENT CONNECTION OR SYMBOL (INCLUDES FEEDER, DISCONNECT, STARTER, AND OTHER REQUIREMENTS AS SCHEDULED) PANELBOARD - FLUSH DRY TYPE TRANSFORMER CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. CONDUIT IS 1/2" AND CONDUCTOR IS #12 AWG UNLESS OTHERWISE NOTED OR SCHEDULED. DOTTED HASH MARK INDICATES ISOLATED GROUND WIRING CONCEALED IN CEILING OR WALL WIRING CONCEALED BELOW FLOOR HOMERUN . DATA (COMPUTER) OUTLET WITH JACK VOICE (TELEPHONE) OUTLET WITH JACK INDICATES QUANTITY OF VOICE AND DATA JACKS IN A SINGLE OUTLET LI ',)- TI \ G FIXTURE SCHEDULE SYM DESCRIPTION MANUFACTURER LAMP TYPE VOLTS VA /W REMARKS LED LED ACCENT TUBE, RECTANGULAR SEMI-RIGID CLEAR TUBING PROFILE, SINGLE STATIC CIRCUIT, GREEN 12V LED'S SPACED 3-INCHES ON CENTER. PROVIDE CLASS II TRANSFORMER, END CAPS AND MOUNTING HARDWARE. LENGTH AS SCALED ON PLANS. TIVOLI HB SERIES LED 120 1W/LF W Y a0_ 1 2 3 4 5 6 7 8 9 A B B GENERAL ELECTRICAL NOTES: C C NOTE: STANDARD LINE WEIGHT INDICATES EXISTING CONDITIONS. HEAVY UNE WEIGHT INDICATES NEW WORK. 1. MINIMUM CONDUIT SIZE FOR HOMERUNS SHALL BE 3/4 INCH. 2. REFER TO ARCHITECTURAL PLANS FOR LIGHT BOX / DISPLAY BOARDS LOCATIONS. REFER TO INTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH -IN. 3. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. 4. VERIFY EXACT LOCATION OF OUTLETS LOCATED IN KNEE SPACES. AND CASEWORK. OBTAIN ARCHITECT APPROVAL PRIOR TO ROUGH -IN. 5. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 16 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 6. ALL CONDUITS SHALL BE CONCEALED, UNLESS OTHERWISE NOTED. PROVIDE CUTTING AND PATCHING AS REQUIRED. LIGHTING CONTROL NOTES: (THE FOLLOWING NOTES REFERENCE APPLICABLE SECTIONS OF THE WASHINGTON STATE ENERGY CODE) 1. THE MAXIMUM LIGHTING LOAD CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED 16 AMPS. (SECTION 1513.2) 2. PROVIDE SEPARATE CONTROL OF INDICATED DISPLAY, EXHIBITION, AND SPECIALTY LIGHTING INDEPENDENT OF GENERAL AREA LIGHTING (SECTION 1513,4). D D E E EQUIPMENT CONNECTION SCHEDULE NOTES: F 1. VERIFY VOLTAGE, PHASE, FLA /MCA OF EACH CONNECTION WITH EQUIPMENT SUPPUER PRIOR TO ROUGH -IN. NOTIFY ARCHITECT /ENGINEER , WHEN SCHEDULED SUPPLY WILL NOT MEET NEC REQUIREMENTS. 2. LOCATION OF OUTLETS, DISCONNECTS, CONTROL DEVICES, AND EQUIPMENT CONNECTIONS ARE DIAGRAMMATIC AND TO BE LOCATED IN FIELD BY THE CONTRACTOR AS APPROVED BY THE ARCHITECT. UNLESS OTHERWISE INDICATED ON PLANS, INSTALL SCHEDULED DISCONNECTS AND CONTROL DEVICES INSIGHT OF EQUIPMENT. ARRANGE WIRING AND EQUIPMENT TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAXIMIZE ACCESSIBILITY FOR MAINTENANCE AND REPAIRS. 3. WRING BETWEEN EQUIPMENT DISCONNECT AND POINT OF CONNECTION SHALL COMPLY WITH NEC BASED ON EQUIPMENT NAMEPLATE RATING EXCEPT MINIMUM BRANCH CIRCUIT RATING SHALL BE 20 AMPERES. 4. WIRING SIZES ARE BASED ON 60 DEGREE C. FOR AMPACITIES 100 AMPERES AND LESS. FOR FEEDERS LESS THAN 100 FEET IN LENGTH, CONDUCTOR SIZES MAY BE SELECTED BASED ON 75 DEGREE C. WHERE EQUIPMENT INSTALLED IS LABELED FOR 75 DEGREE C. WIRING. 5. SCHEDULE LEGEND: = FURNISH AND INSTALL NEW UNDER DIVISION 16 0 = INSTALL UNDER DIVISION 16; FURNISHED WITH EQUIPMENT OR BY OTHERS x = FURNISH AND INSTALL BY OTHERS (NOT DIVISION 16) * = EXISTING, RELOCATED EQUIPMENT. F G G H H J I.ECT IC FL OR PL SCAM 1/4 ®l'o0' PLAN NOTES: ® PROVIDE CONNECTION ROUGH -IN. ® PROVIDE CONNECTION TO ROUGH -IN. TO LIGHT BOX WITH GRAPHICS. VERIFY REQUIREMENTS PRIOR TO TO ILLUMINATED PROMO DISPLAY. VERIFY REQUIREMENTS PRIOR Q PROVIDE CONNECTION TO ILLUMINATED MENU BOARD. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. ® MOUNT LED LIGHTING IN TOE KICK. ® PROVIDE FOURPLEX OUTLET AND DATA ROUGH -IN OUTLET BOX BELOW COUNTER FOR ALL-IN -ONE PRINTER. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. ® POINT -OF- -- SERVICE DATA ROUGH -IN OUTLET BOX. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. J K HULTZ B H U C ROSS consulting engineers, inc. 2407 North 31st Street Phone: (253) 383 -3257 general@hultzbhucross.com Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number: 08 -091 K 1 2 3 4 5 6 cl�si g u F AMERICAN INSTITUTE OF ARCHITECTS EXPIRES: 4/27/10 I HELIX DESIGN GROUP, INC ELECTRICAL PLANS AND 7 SCHEDULES BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL DATE 05.02.08 DRAWING NO. TUKWILLA , WA REVISION DA1 9 PERMIT SET 10 E100 JOB NC i08 -04: 8 of 9 a HEUX DESIGN GROUP, INC.: at right. reserve No part of this document may be reproduced in any form or any means ndhout permission in writing from Helix Design Gra 3 5 6 7 8 9 2 10 A A B B C D SECTION 16010 --- ELECTRICAL GENERAL PROVISIONS 1. THE PROVISIONS OF THE INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, ADDENDA AND DIVISION 1 ARE A PART OF THIS SPECIFICATION. ELECTRICAL, ARCHITECTURAL, PLUMBING AND ALL OTHER DRAWINGS AS WELL AS THE SPECIFICATIONS FOR ALL THE DIVISIONS SHALL BE DEFINED AS THE CONTRACT DOCUMENTS. CONTRACTOR SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS PRIOR TO BIDDING. 2. VISIT THE SITE OF THE WORK AND BECOME FAMILIAR WITH THE CONDITIONS AFFECTING THE INSTALLATION, SUBMISSION OF A PROPOSAL SHALL PRESUPPOSE KNOWLEDGE OF SUCH CONDITIONS AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED WHERE EXTRA LABOR OR MATERIALS ARE REQUIRED BECAUSE OF IGNORANCE OF THESE CONDITIONS. 3. "CONTRACTOR' AS USED WITHIN THE CONTEXT OF THE ELECTRICAL CONTRACT DOCUMENTS SHALL EXPLICITLY REFER TO THE "ELECTRICAL CONTRACTOR" AND THE ELECTRICAL CONTRACTOR'S "SUBCONTRACTOR ". THE TERM 'FURNISH" SHALL MEAN TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS. THE TERM "INSTALL" SHALL MEAN WORK WHICH INCLUDES THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS. THE TERM "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE. THE TERM "EQUAL" SHALL MEAN TO MEET OR EXCEED THE STANDARDS OF THE SPECIFIED PRODUCTS OR LISTED MANUFACTURERS. 4. INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SERVICES AND PERMITS NECESSARY FOR THE PROPER COMPLETION OF ALL ELECTRICAL WORK SHOWN. ITEMS OMITTED, BUT NECESSARY, TO MAKE THE ELECTRICAL SYSTEMS COMPLETE AND WORKABLE SHALL BE UNDERSTOOD TO FORM PART OF THE WORK, SECURE AND PAY FOR PERMITS AND INSPECTIONS REQUIRED FOR ELECTRICAL WORK. 5. IT IS THE PURPOSE OF THE ELECTRICAL DRAWINGS TO INDICATE THE APPROXIMATE LOCATION OF ALL EQUIPMENT, DEVICES, ETC. ASCERTAIN EXACT LOCATIONS AND ARRANGE WORK ACCORDINGLY. THE RIGHT IS RESERVED TO EFFECT REASONABLE CHANGES IN THE LOCATION OF DEVICES UP TO THE TIME OF ROUGHING -IN, WITHOUT ADDITIONAL COST TO THE OWNER. CHANGES IN LOCATION OF DEVICES RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THE CONTRACT DRAWING OR SPECIFICATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 6. WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF LOCAL AND STATE CODES, AS WELL AS THE NATIONAL ELECTRICAL CODE (NEC), AS INTERPRETED BY THE LOCAL AUTHORITY HAVING JURISDICTION. OBTAIN AND PAY FOR REQUIRED PERMITS AND INSPECTIONS. 7. CONSULT THE DRAWINGS, PRODUCT DATA AND SHOP DRAWINGS COVERING THE WORK FOR VARIOUS OTHER TRADES, THE FIELD LAYOUTS OF THE CONTRACTORS FOR THE TRADE AND MAKE ADJUSTMENTS ACCORDINGLY IN LAYING OUT THE ELECTRICAL WORK. 8. WARRANT THAT EQUIPMENT AND ALL WORK IS INSTALLED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE AND THAT ALL EQUIPMENT WILL MEET THE REQUIREMENTS SPECIFIED. GUARANTEE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS. REPAIR OR REPLACE ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT 1MTHIN ONE YEAR FROM DATE OF FORMAL WRITTEN ACCEPTANCE BY THE OWNER. 9. BIDS SHALL BE BASED UPON THE SPECIFIED PRODUCTS OR LISTED ALTERNATIVES. WHERE ONLY ONE MAKE IS NAMED, IT SHALL BE PROVIDED. VERBAL REQUESTS OR APPROVALS SHALL NOT BE BINDING ON THE ARCHITECT, ENGINEER OR OWNER. 10. EQUIPMENT AND MATERIALS USED ON THIS PROJECT SHALL BE NEW AND U.L. LABELED FOR THE APPLICATION. '11. PREPARE SHOP DRAWINGS AND PRODUCT DATA FOR LIGHTING FIXTURES, LOADCENTER, AND ALL OTHER SPECIFIED SYSTEMS AND COMPONENTS. THE SUBMITTALS SHALL BE SENT DIRECTLY TO THE OWNER FOR REVIEW. THE SUBMITTALS THAT ARE RETURNED SHALL BE USED FOR PROCUREMENT. WHERE ADDITIONAL INSTALLATION DRAWINGS, WIRING DIAGRAMS OR OTHER DRAWINGS ARE SPECIFIED AS PART OF THE SUBMITTAL, THEY SHALL BE SUBMITTED AT THE SAME TIME WITH SHOP DRAWINGS AND PRODUCT DATA. 12. THE CONTRACTOR SHALL KEEP ONE COMPLETE SET OF THE CONTRACT DRAWINGS ON THE PROJECT SITE ON WHICH SHALL BE RECORDED ANY DEVIATIONS OR CHANGES FROM SUCH CONTRACT DRAWINGS MADE DURING CONSTRUCTION. THE UPDATED CONTRACT DRAWINGS SHALL BECOME 'RECORD DRAWINGS" OF THE COMPLETED CONSTRUCTION. AFTER THE PROJECT IS COMPLETED, THE RECORD DRAWINGS SHALL BE DELIVERED TO THE ARCHITECT IN GOOD CONDITION, AS A PERMANENT RECORD OF THE INSTALLATION AS CONSTRUCTED. 13. PROVIDE NAMEPLATES ON LOADCENTER, SAFETY SWITCHES, AND SYSTEM DISTRIBUTION JUNCTION BOXES AND PULL BOXES, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. LETTERING SHALL INCLUDE THE NAME OR DESIGNATION OF EQUIPMENT, VOLTAGE RATING AND SERVICE DESIGNATION. NAMEPLATES FOR PANELBOARDS SHALL BE LAMINATED PHENOLIC WITH A BLACK SURFACE AND WHITE CORE. NAMEPLATES FOR BOXES, CONDUIT, ETC., SHALL BE HIGH QUALITY ADHESIVE TYPE OR PERMANENT MARKER. IDENTIFICATION WITH A DYMO TYPE INSTRUMENT IS NOT PERMISSIBLE. THE INSIDE COVER OF ALL RECEPTACLE COVERPLATES SHALL BE PERMANENTLY MARKED TO INDICATE THE PANEL AND CIRCUIT NUMBER OF THE RECEPTACLE. THE OUTSIDE OF THE COVERPLATES FOR ALL JUNCTION BOXES SHALL BE PERMANENTLY MARKED TO INDICATE THE SYSTEM. IDENTIFICATION SHALL BE ON THE INSIDE OF COVERPLATES FOR ALL JUNCTION BOXES IF THEY ARE LOCATED IN FINISHED AREAS. IDENTIFICATION OF BRANCH CIRCUITS SHALL BE TYPEWRITTEN ON DIRECTORY CARDS FURNISHED WITH THE LOADCENTER AND PLACED IN THE CARD HOLDER ON THE DOOR. 14. IDENTIFY SPARE . CONDUITS AND CONDUIT STUBS AS FOLLOWS: IDENTIFY SYSTEM AND /OR PURPOSE AT SOURCE, IF POSSIBLE, AND AT TERMINATION END. ALSO, AT TERMINATION END, INDICATE LOCATION OF CONDUIT ORIGINATION. 15. AFTER INSTALLATION, TEST FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION OF EACH NEW SYSTEM AND RELATED WIRING. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. 16. INSULATION RESISTANCE TEST SHALL BE MADE ON THE NEW ELECTRICAL SYSTEM WITH AN APPROVED MEG . OHMMETER. 17. A GROUND CONTINUITY TEST SHALL BE MADE ON THE ENTIRE GROUNDING SYSTEM FROM THE SERVICE TO EVERY NEW OUTLET. 18. AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN COMPLETED, CLEAN ALL EQUIPMENT LEAVING EVERYTHING IN WORKING ORDER AT THE COMPLETION OF THIS WORK. 19. ALL CUTTING AND PATCHING IN CONSTRUCTION AS NECESSARY FOR INSTALLATION OF THIS WORK SHALL BE THE RESPONSIBILITY OF THIS DIVISION. HAVE CUTTING DONE BY SKILLED MECHANICS AS CAREFULLY AS POSSIBLE AND WITH AS LITTLE DAMAGE AS POSSIBLE. C D E F G SECTION 16050 - ELECTRICAL BASIC MATERIALS AND METHODS 1. CONTRACTOR SHALL PROVIDE JUNCTION BOXES AND COVERPLATES SUITABLE FOR THE APPLICATIONS, RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE INDEPENDENT OF THE CONDUIT SYSTEM. TO ACCOMMODATE BRANCH CIRCUITING SHOWN ON THE DRAWINGS AND TO COMPLY WITH THE NEC. ALL BOXES SHALL BE 4 INCH X 4 INCH X 2 INCH DEEP MINIMUM WITH COVERPLATES SUITABLE FOR THEIR INTENDED USE. BOX STABILIZERS SHALL BE UTILIZED TO PROPERLY SUPPORT BOXES IN METAL STUD CONSTRUCTION. 2. ALL INTERIOR CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT), UNLESS OTHERWISE NOTED ON THE DRAWINGS OR WITHIN THESE SPECIFICATIONS. CONDUITS SHALL BE 3/4 INCH TRADE SIZE, MINIMUM, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR WITHIN THESE SPECIFICATIONS. ALL EMT CONDUITS SHALL HAVE COLD- ROLLED STEEL DOUBLE SET SCREW FITTINGS. 3. METAL CLAD (TYPE MC) CABLE MAY BE UTILIZED IN LIEU OF BRANCH CIRCUIT EMT CONDUIT IN CONCEALED SPACES. WIRING SHALL BE AS SPECIFIED ELSEWHERE IN THIS SECTION. A GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL MC CABLE. 4. LOCAL LIGHT SWITCHES SHALL BE 20 AMPERE, 120/277 VOLTS, AC SPECIFICATION GRADE, WITH GROUNDING TERMINAL - HUBBELL #HBL -122. 5. DUPLEX RECEPTACLES SHALL BE 20A, 125V, 2 POLE, 3 WIRE GROUNDING GENERAL PURPOSE "SPECIFICATION GRADE ". 6. DUPLEX RECEPTACLES WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY CODE, SHALL HAVE INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION AND SHALL BE 20A, 125V, 2 POLE, 3 WIRE GROUNDING: HUBBELL #GH5352. GEC! RECEPTACLES SHALL NOT BE THROUGH- WIRED. PROVIDE INDIVIDUAL DUPLEX GFCI RECEPTACLES AS SHOWN ON THE DRAWINGS. 7. ALL RECEPTACLES SHALL BE PROVIDED WITH A SELF - GROUNDING CLIP AT THE MOUNTING SCREW. 8. ALL SWITCHES, DIMMERS, AND RECEPTACLES SHALL BE WHITE UNLESS OTHERWISE INDICATED WITHIN THESE SPECIFICATIONS. VERIFY COLOR WITH THE ARCHITECT PRIOR TO PROCUREMENT OF THE DEVICES. ALL COVERPLATES SHALL BE SMOOTH HIGH IMPACT COMMERCIAL GRADE THERMOPLASTIC OR SMOOTH NYLON FINISH WITH COLOR TO MATCH THE DEVICES. BOTH THE WIRING DEVICES AND THE COVERPLATES SHALL BE BY THE SAME MANUFACTURER. 9. EQUIVALENT "SPECIFICATION GRADE" RECEPTACLES: #5362 SERIES MANUFACTURED BY PASS AND SEYMOUR, COOPER OR LEVITON. FOR OTHER TYPES OF RECEPTACLES SPECIFIED THE EQUIVALENT SERIES BY PASS AND SEYMOUR, COOPER OR LEVITON SHALL BE ACCEPTABLE. 10. EQUIVALENT LIGHT SWITCHES: PASS AND SEYMOUR #20AC SERIES, COOPER #222 SERIES OR LEVITON #122 SERIES. 11. WIRE AND CABLE FOR BRANCH CIRCUITS SHALL BE 90 DEG C, 600 VOLT, TYPE THHN /THWN, COPPER ONLY, UNLESS OTHERWISE INDICATED ON THE DRAWNGS. MINIMUM SIZE FOR POWER AND LIGHTING BRANCH CIRCUITS SHALL BE #12. ALL 600 VOLT WIRING SHALL BE IN CONDUIT. 12. SAFETY SWITCHES SHALL BE HEAVY DUTY FUSIBLE OR NONFUSIBLE TYPE AS INDICATED ON THE DRAWINGS, AND SHALL BE SUITABLE FOR THE VOLTAGE AND CURRENT RATINGS AS SHOWN ON THE DRAWINGS. 13. DISCONNECT SWITCHES SHALL BE MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, SIEMENS /ITE, OR CUTLER HAMMER /WESTINGHOUSE. 14. CONDUITS SHALL BE CONTINUOUS AND SECURED TO ALL BOXES IN SUCH A MANNER THAT EACH CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS FROM THE POINT OF SERVICE TO ALL DEVICE BOXES. RUN CONDUITS CONCEALED UNLESS OTHERWISE INDICATED. THE ACTUAL ROUTING OF CONDUITS SHALL BE INSTALLED TO SUIT THE VARIOUS FIELD CONDITIONS. 15. INDIVIDUAL BRANCH CIRCUITS ARE SHOWN ON THE DRAWINGS FOR CLARITY. LIGHTING AND RECEPTACLE CIRCUITS MAY BE GROUPED FOR HOMERUNS, WITH A MAXIMUM OF TWO (2) CIRCUITS PER HOMERUN. NEUTRAL CONDUCTORS IN RECEPTACLE CIRCUITS SERVING DATA EQUIPMENT LOADS SHALL NOT BE SHARED. 16. FOR 120 VOLT BRANCH CIRCUITS WHERE SIZE IS NOT SHOWN, CONDUCTOR SIZE #12 MINIMUM SHALL BE USED FOR ALL CIRCUITS. 17. IDENTIFY WIRE AND CABLE FOR BRANCH CIRCUITS AS CALLED FOR IN THE NATIONAL ELECTRICAL CODE. 18. ADJACENT DEVICES OF THE SAME VOLTAGE CLASS SHALL BE MOUNTED IN GANGED BOXES. 19. MOUNTING HEIGHTS TO THE CENTER OF OUTLET BOXES SHALL BE AS INDICATED ON THE DRAWINGS. 20. VERIFY MOUNTING HEIGHTS AND LOCATIONS WITH THE ARCHITECT AND KITCHEN EQUIPMENT SUPPLIER BEFORE ROUGH -IN. REFER TO DETAILS AND INTERIOR WALL ELEVATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS. 21. ALL RECEPTACLES SHALL BE MOUNTED WITH THE GROUND OPENING ABOVE THE PHASE AND NEUTRAL OPENINGS. 22. ALL DEVICES SHALL BE SECURED WITH MORE THAN A SINGLE SCREW. 23. ALL HARDWARE, SUPPORTS, AND CLAMPS NECESSARY TO INSTALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED TO SUIT THE FIELD CONDITIONS AND THE APPLICATIONS INTENDED AS SHOWN ON THE DRAWINGS. THE USE OF PERFORATED STRAPS IS NOT PERMITTED. E F G H J SECTION 16400 - POWER DISTRIBUTION 1. THE ELECTRICAL SERVICE TO THE KIOSK SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. 2. GROUND ALL ELECTRICAL SYSTEM CONDUITS, RACEWAYS, LOADCENTER, CABINETS, FIXTURES, METAL BOXES, AND OTHER EXPOSED NON- CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NEC, STATE BUILDING CODE AND LOCAL OR REGIONAL CODES. 3. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH FEEDER AND BRANCH CIRCUIT CONDUCTORS IN ALL CONDUITS, SIZED IN ACCORDANCE WITH NEC ARTICLE 250.122. 4. WHERE GROUNDING CONDUCTORS ARE SUBJECT TO MECHANICAL DAMAGE PROTECT SUCH CONDUCTORS BY ENCASEMENT IN CONCRETE OR INSTALLATION IN A RIGID METALLIC RACEWAY. 5. ALL TERMINATIONS OF THE GROUNDING CONDUCTORS SHALL BE BY MEANS OF SOLDERLESS CONNECTIONS. 6. FURNISH AND INSTALL A BRANCH CIRCUIT BREAKER LOADCENTER EQUIPPED WITH CIRCUIT BREAKERS, WITH FRAME AND TRIP RATINGS LISTED ON THE DRAWINGS. CIRCUIT BREAKERS SHALL BE THERMAL- MAGNETIC, MOLDED CASE BOLT -ON TYPE. ALL CURRENT CARRYING PARTS OF THE BUS STRUCTURE SHALL BE TIN- -- PLATED ALUMINUM. EACH LOADCENTER SHALL CONTAIN A 100% RATED NEUTRAL BUS AND A GROUNDING BUS. PANELS SHALL HAVE 'DOOR - WITHIN -DOOR" TRIM, HINGED BOX TO FRONT TYPE, WITH LOCK ON INNER DOOR. ALL LOCKS SHALL BE KEYED ALIKE. 7. THE LOADCENTER, AS A COMPLETE UNIT, SHALL HAVE A MINIMUM SYMMETRICAL SHORT CIRCUIT CURRENT RATING OF 10,000 AMPERES. CIRCUIT BREAKERS SHALL BE FULLY RATED. SERIES RATINGS ARE NOT PERMITTED. 8. THE LOADCENTER SHALL BE AS MANUFACTURED BY SQUARE D, SIEMENS /ITE, GENERAL ELECTRIC OR CUTLER HAMMER /WESTINGHOUSE. 9. THE LOADCENTER SHALL BE MOUNTED AS HIGH AS POSSIBLE ON THE HALF - HEIGHT WALL, AS SHOWN ON THE DRAWINGS. SEE THE ARCHITECTURAL ELEVATIONS FOR DETAILS. A GLAZED DIRECTORY FRAME SHALL BE PROVIDED INSIDE THE LOADCENTER DOOR AND SHALL BE OF SUFFICIENT SIZE TO GIVE A COMPLETE DESCRIPTION OF EACH CIRCUIT. TYPED DIRECTORY CARDS SHALL BE PROVIDED LISTING EACH CIRCUIT SERVED. 10. THE BRANCH CIRCUIT NUMBERS USED ON THE DRAWINGS SHALL BE APPLIED FOR THE CONSTRUCTION. HOWEVER, AT THE COMPLETION OF THE WORK, CIRCUIT NUMBER ADJUSTMENTS SHALL BE MADE AS REQUIRED TO PROVIDE BALANCED PHASE LOADING ON THE LOADCENTER. 11. SPARE CIRCUIT BREAKERS SHALL BE IDENTIFIED AS SUCH ON THE PANEL DIRECTORY CARDS AND SHALL BE LEFT IN THE "OFF" POSITION. SECTION 16500 - LIGHTING 1. LIGHTING FIXTURES SHALL BE PROVIDED AS SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE, OR AS INDICATED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER MOUNTING ACCESSORIES. CONTRACTOR SHALL REFER TO THIS SPECIFICATION FOR LAMP REQUIREMENTS. SUBMITTALS SHALL INCLUDE PRODUCT INFORMATION FOR FIXTURES AND LAMPS. 2. ALL LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, SYLVANIA OR PHILIPS. 3. SURFACE MOUNTED FIXTURES MOUNTED ON CEILINGS OTHER THAN ACCESSIBLE LAY -IN CEILING SYSTEMS, OR TO THE BUILDING STRUCTURE, SHALL BE SECURELY SUPPORTED IN A MANNER BY THE ARCHITECT. 4. SPARE LAMPS AMOUNTING TO 10% (MINIMUM OF 3) OF EACH TYPE AND SIZE OF EACH LAMP USES ON THE PROJECT SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. 5. LIGHTING FIXTURE SHALL BE INSTALLED ON ACCORDANCE WITH NEC ARTICLE 410. SECTION 16700 - COMMUNICATIONS 1. VOICE AND DATA OUTLET BOXES SHALL BE 4 INCHES SQUARE WITH SINGLE GANG PLASTER RINGS. BLANK COVERPLATES SHALL BE PROVIDED FOR ALL UNUSED OUTLETS. VERIFY EXACT REQUIREMENTS WITH THE OWNER'S TECHNOLOGY SYSTEM SUPPLIER PRIOR TO INSTALLATION. 2. ALL CONDUITS REQUIRED FOR COMBINATION VOICE AND DATA OUTLETS AS SHOWN ON THE DRAWINGS SHALL BE INSTALLED COMPLETE WITH PULLWIRES. CONDUITS SHALL BE 1" MINIMUM. 3. PROVIDE CONDUIT FROM EACH OUTLET TO THE NEAREST ACCESSIBLE SPACE AND PROVIDE AN INSULATED BUSHING AT EACH STUB. H J HULTZ B HU C ROSS consulting engineers, inc. 2407 North 31st Street Phone: (253) 383 -3257 general @hultzbhucross.com K Tacoma, WA 98407 Fax: (253) 383 -3283 Job Number. 08.091 K 2 3 4 5 6 AMERICAN INSTITUTE OF ARCHITECTS EXPIRESe 4/27/10 I HELIX DESIGN GROUP, INC ELECTRICAL SPECIFICATIONS 7 BEN & JERRY'S KIOSK 8 SOUTHCENTER MALL TUKWILLA , WA REVISION DA1 9 DATE 05.02.08 10 E200 DRAWING NO. PERMIT SET JOB NC 108 -04: 9 of 9 © HELIX DESIGN GROUP, INC.: Ali rights resent Na part of this document may ha reproduced in any farm or any memo a haut permission in writing from Hdir Design tiro