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Permit D08-080 - WESTFIELD SOUTHCENTER MALL - JOHNNY ROCKETS - TENANT IMPROVEMENT
JOHNNY ROCKETS 2600 SOUTHCENTER MALL FC -1 D08 -080 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -080 Occupant /Tenant: JOHNNY ROCKETS Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -1 Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RESTAURANT Occupancy Group /Division: A3 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 12 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: JOHNNY ROCKETS Address: 2600 SOUTHCENTER MALL, FC -1 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: RICHARD HERMAN Address: 6009 MELROSE AV , LOS ANGELES CA 90038 Phone: 323 465 -7066 Contractor: Name: WESTWOOD CONTRACTORS INC. Address: 200 S 333RD ST #244 , FEDERAL WAY WA 98003 Phone: 206 661 -0800 Contractor License No: WESTWCI088BF DESCRIPTION OF WORK: TENANT IMPROVEMENT (FOOD COURT) doc: IBC -10/06 CityOf 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 DEVELOPMENT PERMIT Value of Construction: $180,000.00 Fees Collected: $3,050.40 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0004 * * continued on next page ** Permit Number: D08 -080 Issue Date: 04/16/2008 Permit Expires On: 10/13/2008 Expiration Date: 09/11/2008 D08 -080 Printed: 04 -16 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Permit Center Authorized Signature: City oTukwila • 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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start 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: N (4) 1Lcu I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the rfo ance •;' wo •e I am authorized to sign and obtain this development rmit. rmit. Date:4 Signature: doc: IBC -10/06 Print Name: (4jfr L i /Uk _ Permit Number: D08 - 080 Issue Date: 04/16/2008 Permit Expires On: 10/13/2008 End Time: Fill 0 c.y. End Time: Date: 1. 10 -08 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 -080 Printed: 04 -16 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 2600 SOUTHCENTER MALL TUKW JOHNNY ROCKETS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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 PERMIT CONDITIONS Permit Number: D08 - 080 Status: ISSUED Applied Date: 02/12/2008 Issue Date: 04/16/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 D08 -080 Printed: 04 -16 -2008 following concerns: • 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 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk doc: Cond -10106 D08 -080 Printed: 04 -16 -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 Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 35: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -080 Printed: 04 -16 -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 this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: . Print Name: doc: Cond -10/06 D08 -080 Date: ordinances governing or local laws regulating Printed: 04 -16 -2008 Name: QE ('1, -111 M 1AEa.i1'iALL Company Name: Company Name: I4,1.1 Q US Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www.ci.tukwilu. it o. us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. — Public Works Permit No. Project No. 170' ,q6 %'1 (t office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: (4 42 n " Q e I a Suite Number: fc' Floor: 2 New Tenant: Yes ❑..No Site Address: 2(.,00 SO0114 CCt4T(Q 1M/AK Tenant Name: J()I4SI1.t' R Q cit 145NAQI)A(40..S `- fat1 S Property Owners Name: L.MS .D Cd(t.A Mailing Address: II b(7 , jILSNIt E at_ t' i Rua ca► 9nntc (City CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: (, (j()°, (' LA.04T AVE E -Mail Address: R.IA t? Rs 14 A&C-1- crwl ►J Contact Person: E -Mail Address: Contractor Registration Number: Q: Application. romi..Appheations On Line'? -200h - I'rmm Apphcaaun Jnc RCN ,.rd• 4 '_011h hh Day Telephone: LITI AC5" 1(AL Lot AxtGElts cA aon38 City State Zip State Zip Fax Number: (n3 - 8061, GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: 114 STAGECOAC41 D_A (SELL cAN•nLI. t CA tt13 01 City State Lip Contact Person: 14t..1„, IQ tins Day Telephone: (81 iS) C VO 421? E -Mail Address: Fax Number: CAI$, g ' 43 2.1 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Lip Contact Person: E -Mail Address: Fax Number: State Page I of 6 • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ (? d � (MO GSf IIM.dTG Existing Building Valuation: $ Scope of Work (please provide detailed information): TGKI.N.1 VA PO OVrs I& \ To ) A a84 St. fT. FOOD COUDq .teACC Will there be new rack storage? ❑ Yes 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 (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ". explain: FIRE P� ROTECTION /HAZARD US MATERIALS: }Q Sprinklers Automatic Fire Alarm ❑ None ❑ __ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'' ❑ Yes [ No /f ':cis', attach list of materials and storage locations on a separate J'- 1 /2 ".i /1 " paper including quantities and Material Su /eO 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. o Appliintion. I man- Appinawm. On Line 3.:00h - limit Apph.,am doe v,nnnl 00n hh • No If yes, a separate permit and plan submittal will be required. Compact: Handicap: 1'a>?e 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 8 PA s. - ryAg i sPitiN a 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ (? d � (MO GSf IIM.dTG Existing Building Valuation: $ Scope of Work (please provide detailed information): TGKI.N.1 VA PO OVrs I& \ To ) A a84 St. fT. FOOD COUDq .teACC Will there be new rack storage? ❑ Yes 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 (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ". explain: FIRE P� ROTECTION /HAZARD US MATERIALS: }Q Sprinklers Automatic Fire Alarm ❑ None ❑ __ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building'' ❑ Yes [ No /f ':cis', attach list of materials and storage locations on a separate J'- 1 /2 ".i /1 " paper including quantities and Material Su /eO 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. o Appliintion. I man- Appinawm. On Line 3.:00h - limit Apph.,am doe v,nnnl 00n hh • No If yes, a separate permit and plan submittal will be required. Compact: Handicap: 1'a>?e 2 of 6 Water District ❑...Tukwila ❑. Water District #I25 El ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 1 -800- 424 -5555 El .. Highline ❑... ValVue ❑ .. Renton ❑. Sewer Availability Provided PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Renton El .. Seattle Septic System: ❑ On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): El ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -wa Use - Nonprofit for less than 72 hours ❑ ...Ri -of -wa Use - No Disturbance El ...Construction /Excavation /Fill - Right -of -way Non Right -of -way El ...Total Cut El ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer El ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Permanent Water Meter Size... WO # ❑ ...Temporar Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑ ... Deduct Water Meter Size El Sewer Main Extension .Public Private ❑ . Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire I Iydrant(s) ❑ ... Water Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: ❑ ...Se ❑ ...Sewage Treatment City Slate Zip Day Telephone: City State Lip Q: • pphonnse, fenu..Apphuth n. l hr I.mc I 209 Pencil .1nrhe nuu.dnt Nes heti' 4201)5 bh ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑...Traffic Impact Analysis ❑...Ilold Iarmless (SAO) ❑...Hold Harmless (ROW) ❑ .. Grease Interceptor El .. Channclization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Page 3 ■ii 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >10.000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 11P /1,000,000 BTU Suspended/Wall /Floor Mounted I leater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1.750,000 BTU Repair or Addition to I lent /Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator Comm /Ind MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: t.i T SE c�. rlG41, Mailing Address: City State lip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 2S i 0 0 0 Scope of Work (please provide detailed information): AN CXNAUST Aost■tQ MAID Up Ala- S•46"TC -11h _Amn H XTOE- r, AIt (ooU.N.c ion A,1,1 P 4 S. 1 <tTCI46K/SAtkc ARIA 47 A > &) FObt CbuirT AT - Tt4F SrA1'fl- 4CA(TM IMAU_ Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... a Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q'APphothum'Fnnn. Apphceuun. On t.me 3 -200h - Permit .ApphLatmn due uecned- tt 20uh bh I'aec 4 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 3 Bidet Food -waste grinder, commercial — Receptor, indirect waste 7 Clothes washer, domestic —" Floor drain 2 Sinks 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 I Additional medical gas inlets /outlets six or more industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment ' Repair or alteration of drainage or vent piping 1 Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: cit state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 25 , ono. 0 0 Valuation of Gas Piping work (contractor's bid price): S Scope of Work (please provide detailed information): 1 1 Vfrk p/u}U6 Mart Cif CZO(LIIJ,: ,, Pap At-lb Sal F S Frn.. 8 P,e1 s Fran court. E SaJT 4 C4 rr W Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q "Apphcnuou. hnm. Apple anon. Oh L he 3-2611A Perin Application dnc Kin i.eil 7 200M1 hh I'age5of6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review Applications for which no permit is issued within 180 days following the date (A shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional penods 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 IIEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR ,t AGE 'T: Signa`lure: Print Name: Mailing Address: 433 Se i c- .,,4.- 77 'a'3 Date Application Accepted: f�'IRR� i/3- " Q: •Appli:aiions I onu.•Appbienun. On Line 1-2006 - I'enun Arpbcewm dne. Kcu.ca 9 '_POI bh [ n 12 1 ( Date Application Expires: Date: 2 -4 1 -7Z Day Telephone: 74)Z - — D7/ Tkt, vd9.1 9cos1 City State Lip 0sl lzlcol Staff Initials: Page h 111'6 Parcel No.: 6364200010 Permit Number: D08 -080 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/12/2008 Applicant: JOHNNY ROCKETS Issue Date: Receipt No.: R08 - 01208 Initials: WER Payment Date: 04/16/2008 01:34 PM User ID: 1655 Balance: $0.00 Payee: WESTWOOD CONTRACTORS 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 144296 1,850.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Payment Amount: $1,850.50 1,846.00 4.50 Total: $1,850.50 tea ... �_. _.,_ .,. • 14 doc: Receiot -06 Printed: 04 -16 -2008 Receipt No.: R08 -00398 ACCOUNT ITEM LIST: Description doc: Receipt -06 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.citukwila.waus RECEIPT Parcel No.: 6364200010 Permit Number: D08 -080 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/12/2008 Applicant: JOHNNY ROCKETS Issue Date: Initials: JEM Payment Date: 02/12/2008 12:48 PM User ID: 1165 Balance: $1,850.50 Payee: RS HERMAN ARCHITECTS, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 10376 1,199.90 Account Code Current Pmts 000/345.830 1,199.90 Total: $1,199.90 Payment Amount: $1,199.90 8430 02/12 2 i97 OT 1199.90 Printed: 02 -12 -2008 Project�� � �16��e Type of Inspection: r... / 7 ■ ■ Address: / // Date Called: Special Instructions: Date Wanted: ? / g � a.m. . p.m Requester: Phone No: q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 jJ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: / I Date: 7/; fr El $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 3Otem Av ProjecL�-� � kf Type of Inspection: SLcsp. Vie; I. Address: i 2100 444J/ Date Called: Special Instructions: , Date Wante : �/ / a.m_ m. Requester: Phone No #/ 7 s 7 8'94 7 9/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior t approval. efrs 56x56x)?. �. CCc1 a t3 �- CO MMENTS: Inspector: J�' G1. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Ch paid at 6300 Southcenter Blvd., Suite 100. Call to s edule reinspection. iDate Receipt No.: INSPECTION RECORD Retain a copy with permit (Date: t PERMIT NO. R , (206)431 -3E PI 1 Project: rJ Type of Inspection: �' Address: // 0OQ° rlait Date Called: Special Instructions: Date Wanted: / (ice 3 '7- a.m. TI 7 Requester: Phone No: V?W 9791 INSPECTION RECORD Retain a copy with permit p -0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IF 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 COMMENTS: E /ee 4 rbecL , ( A PD ir/4 J 44y 1.1 dA l.' G ,1. / M S,P - i,I»7 pkeLsp 464/ ,)G 1 -1 s a,tai-e, s, Sao c- k Approved per applicable codes. Corrections required prior to approval. Inspector: Date& /3445/ 5 0 $60.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: tom ArAll Proje Q f h neA!" r (K C' 1G�F Type of Inspection: Address: ,,����,,,, A t r ( Date Called: Special Instructions: Date Wanted:, . V -- Z. Q U �� a ; p.m. Requester: Phone No: ..E � I r / �'! 79 C4 l / b 1)(6ceo INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: : s e o rlAce 201)1) FL I Inspector: A_ Date: / ) 1 $60.0 i NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a •300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: e COMMENTS: Type nspection: �y Ce:/,'4.5 r,-......-,,, t) ._ Special Instructions: Date Wanted: r /e` e, P.m. Requester: P s / 1J7[� -g irt/ 6'4S ! /i Ay/''si- I4r Rid./ 3 h Project..., nn Type nspection: �y Address /! 02 4 1/ Date Called: Special Instructions: Date Wanted: r /e` e, P.m. Requester: P s / 1J7[� -g irt/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. 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: COMMENTS: gee 7Lric'et., ail I »1�e4eiii«, or ra,ixal t? &diced prial-- 5 tA4p ce 1 ;1 ietc ®u } Special Instructions: Date Wanted: a. m. Requester: P J % � . c 757 Pro a _ u/ C j Typ Inspection: al,./: ?f S3G f Address: ;AQc AL-2 ' f/ Date Called: } Special Instructions: Date Wanted: a. m. Requester: P J % � . c 757 4.6 ;II INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 1 2 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. El $6 . ' ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro... of Inspe tion: Address: � �n �e0000 ,J �� X ` Ai / Date Called: // Special Instructions: Date Waned: —. /Z— cf) &m. p.m. Requester: Pho a No: �^ gd 7 /7 -7Z - / [� -! 7 INSPECTO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CI TY �F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwil WA 98188 (206)431 -3670 EI Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 / - )007,3iiv /.c% /Is - /,✓.vxmo-1- , ar $5:.0 ' ' EINSPECTION FEE : : QUIRED. rior o inspection, fee must be at 6300 Southcenter Blvd.. Suite O. Call the schedule reinspection. Receipt No.: /Z, Date: k. erri.. e[ �r'.`�rrr'+�•.._.�..��L•:Q�.:. si.:.... -, - -r_• % __ bah 'aa:s.. x/�:a �SZ� y..�..: ....A— Projects- GI .0 / A/IV / Rai 4lefl Type of Ins ection: /G2yir7 /iv 6 Address: c:71. ieD a /774 // Date Called: a Special Instructions: M Date Wanted: -- - O C - C: p.m. Requester: Phone l -e (� -c75( a I ixe-4 NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: • Date: <5 p_ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fegg be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule roinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Pr - Kl Isir Address: Ur-- f babe! 5,..4d, f welt( o•-, ,rot a No /11ffrc eco Special Instructions: Date W ante d � o �rrrm � L A,- ,',,,.� alms o'-+ (or ,,,, t, /r i v-0 I D Fro, (.?HC.a6L as tYcnired op 1 ..5 L1 L .c Fr,: .-�•.,5 E )1'w 1 1 -• t'' 0 7 , ,- _4 fp6 Pro�ec : - c J A/My fit; kf5 Type of Inspection: Pr - Kl Isir Address: Date Called: Special Instructions: Date W ante d � o �rrrm Requester: Phone No: ± X / - -ffi6 .-ci /Y/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. Inspecto� Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: • \A Project: *t•NU e45 Type of ns ection: - iu Qouvic. fg Address: Ac s., c. / A IALL:- Suite #: cc -a Contact P rson: . Hood & Duct: Special Instructions: Phone No.: Needs Shift Inspection: . V Sprinklers: Fire Alarm: Y Hood & Duct: ,-- Monitor: (netwe) Pre -Fire: dU - Permits: iV - Occupancy Type: s.,' "wxa�0. ��. o' �^ n_ ras1�:_? 5kT3a:.l.K,a`?'�w.a�r.�:rn•'.a. aYG:,+ri.v::.i!r. +ai"". "a� -•r te it�"?F•+.'�?+SSC:A�' r INSPECTION NUMBER [ Approved per applicable codes. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Word /Inspection Record Form.Doc 1/13/06 i 1C - 40 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Inspector: ,� y Date: 7 /P(, /d Hrs:: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Type o Ins ion: /-41) 4 � kd Address: co0 S. c . rvA� LL Suite #• + ...0 1 Conta Person: Spegial Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Are: Permits: Occupancy Type: ri INSPECTION NUMBER PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKINILA FIRE DEPARTMENT the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06 • Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from T.F.D. Form F.P. 113 COMMENTS: r " OttAN . - 01s.rn 9e1,i e K t.L A) '?.2 k06) /' P..)S s d4- . m6) . - b Cove.s ;A.) Inspector: Al 3-/ti Date: --71 iloij / Mrs.. . Project: - 3 - 0t4.1 NA4 cii.- Sprinklers: Type of Inspection: sett, 14 1 Address: 2 ,00 5C MA LA. Suite #: fG - o i Contact Person: C w4 A D - 1/J. Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L/ w:�F•: SAw`ZlfiMykl !f:leti3idP,S'.*"s,Y.!- Yi"SrGe.0 '> • I • INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 boss - citio 613-S- tbd PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 1 - 7 Corrections required prior to approval. COMMENTS: — Off- ' Cove Dap r UNDbi- CO IN ON IA la • n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Inspector: Date: 5//610e . rs.. Cooling Equipment Schedule Equip, ID Brand Name' Model No.' Capacity2 Btuu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location t =- -. .t :'! /. } ,L. Bt 7 ):).J i ;f ° ,� a4J /9 Ie [pp Applicant Phone: —842 - 4 d 7 / RECEIVE[ CIT' OF TUK 44 FEB 1 Z zU. PERMIT CEN' Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency° Ar..t 4t , ; . /A - � , C =- -. .t :'! /. } ,L. 71 cr,;, 7 ):).J i ;f ° ,� a4J /9 Ie [pp Applicant Phone: —842 - 4 d 7 / RECEIVE[ CIT' OF TUK 44 FEB 1 Z zU. PERMIT CEN' Fan Equipment Schedule Equip. ID Brand Name' Model No,' CFM SP' HP /BHP Flow Control Location of Service / t ` (-4171- tYe: 0 4. '' Ch s ) 1 ! j :r /.. .v , Applicant Address 33 6coiliit[a4+e 7Y-.el; fi...r . 'k3 Ie [pp Applicant Phone: —842 - 4 d 7 / 1 --- -- 44 Project Info P roject Address r �i�t f 2 2) S-k1i� M f / - / Date n r^ - T�t./k� l /4— A- 14 , 8 ,� For Building Dept: Use ' Applicant Name: _ 1 tit pi !1 _ kei Applicant Address 33 6coiliit[a4+e 7Y-.el; fi...r . 'k3 Ie [pp Applicant Phone: —842 - 4 d 7 / 1 --- -- CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Neaterdentiel Energy Code Ccar trance Forms FILE CO Permit F Revise J 2 .. aJ` (i? ; CfrJtn- Project Description Briefly describe mechanical system type and features. tE'1b6 des Plans Compliance Option Include documentation requiring compliance with commissioning requirements, Section 416. Lt',. t.t E t;YSimple System Q Complex System 0 Systems Analysis I (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. N ILA B ER VOS CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling ❑ Constant vol? ❑ Air cooled? Packa Packaged sys? < ❑ 9 Y ❑ 20,000 Btuh? or Cooling Only: ❑ Split system? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? [ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START \System Type Heating Only <5000 cfm? No Yes - Reference Section 1421 Heating!Cooling or Cooling Only Ingle Package Yes Unit? V Yes Simple System j Allowed (section 1420) Yes (Reference '•Section 1423 Yes ry to Cap, <20,000 } N Yes otal Ca wo economize <240,000 Btuh or 10 %? Yes Air Cooled, Constant Vol? No plit Syste No ► - <= 84,000 No— . et l A or NAdjacent to utdoor ol Yes— NBtuh? I Use Complex � Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. M echanical. Permit - Plans 2006 Washington State Norresi2ertiel Energy Code Compliance Forms CHK • Revised Jury 2007 Checklist- MECH Project Aadress Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1 1411.4 Pkg. elec. htg.& clg List heat pumps on schedule 1110 7 �/ 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency �l+ o r ' 11 IQ 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls Y 1412.1 Temperature zones Indicate locations on plans m I- I 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 duff, day types 1412.4,1 Dampers Indicate damper location and auto. controls & max. leakage rn (- 1412.4.2 Optimum Start Indicate optimum start controls 1412 -5 Heat pump control Indicate microprocessor on thermostat schedule tilt- (A) 1412.6 Combustion htg. Indicate modulating or staged control r, X 1412.7 Balancing Indicate balancing features on plans mo N 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas Y 1422 Thermostat interlock Indicate thermostat interlock on plans M (, I 7 PP 1423 Economizers Equipment schedule t O• j J 1/ t V t 1413 Air economizers y 1413.1 Air Econo Operation Indicate 100% capability on schedule 1110' 1 �( 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb and • I Q 1413.2 Water Econo Doc Indicate clg bad & water econce & clg tower performance Z 1413.3 Integrated operation Indicate capability for partial cooling j/� O 1 � 1 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems h,/ 1414.1 Duct sealing Indicate sealing necessary IMO 1414.2 Duct insulation Indicate R-value of insulation on duct 1�, Q yr1 Sf 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements N 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O&M manuals, record drawings, staff training li 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WA1 ER HEAL ING AND HEA1 ED POOLS (Sections 1440 - 1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank Pt` I 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping p.( . 1 ` 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 2006 Washington State Nonresidential Energy Code Compliance Form 1 EF I CAE I < 50 gal storage 0.58 I 0.71 1 50 to 70 gal storage 0.57 i 0.71 1 > 70 gal storage 0.55 + 0.70 2006 Washin ton State Nonresidential Ene • Code Com liance Form • Mechanical Permit Plans Checklist _ MECH -CHK 2036 Washington State Nonresidential Energy Code Compliance Forms Revised hey 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recogdzed certification program exists for a prcdu Cl covered in Tables 14 -1A through 14.1G. and it includes provisions for verification and challenge of equipment efficiency ratings. then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225.000 Bturh (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (110), and have either mecnanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btulh (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Sery ice Water Heating: For combination space and service water heaters with a principal function of providing space heat. the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124-1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of net less than the fallowing: 1411.4 Packag equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/hi shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and coding, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and co cling energy to the zone is shut off or reduced to a minimum Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setponnL 2. Equipment with full load demands of 2 kW (6 Btu/h) or less may be controlled by readily accessible manual cff -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more Than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief cutlets serving conditioned spaces shall be equipped with dampers which close au tomaticatly when the system is off cr upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire a term system or other approved smoke detection system. Exceptions: I. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stones in height. 1412.8 Ventilation controls for High -occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 N2 of floor area. and are served by systems with one or more of the following: a. An air -side economizer. b. Automatic modulating control of the outdoor air damper or C. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for meth anical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking aire.de economizer, at outside air temperatures of 45 5 F dry- bulb/40 ° F wet -bulb and below. For this calculati on, all factors including solar and internal toad shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- coded haat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shell include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this cutside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Mutt and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - coaled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type) Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a buildings air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS- 18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches: seal all transverse joints and longitudinal seams 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at stab c pressures of 1 inch W.0 or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating intenor space from exterior space. shall meet all applicable requirements of Chapter 13. These re quirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimu m of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2.800 cfm of total supply air capacity shall be insulated 2. Combustion air intakes. 2006 Washington State Nonreside 3 Gravity (nonmotonzed) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust anc relief cutlets in the first story and levels below the first story of buildings three cr more stories in height 1412.4.2 Optimum Start Controls: Heating and cooling systems with cesign supply air capacities exceeding 10.000 cfm shall have optimum start controls. Optimum start controls shall be designed to automati:alty adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy The control algorithm shall, as a minimum, be a function of the difference behveen space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air coaled heat pumps shall include microprocessor controls that minimize supplemental heat usage dunng start-up, set- up, and defrost conditions These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment vnth a capacity over 225,000 Btulh shalt have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers 2 Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shalt have a means for balancing, irctuding but not limited lo, dampers. temperature and pressure test connections and balancing valves. ntijitinEfitBKMAC414GeirTgliipMBORefiffices to a minimu m of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air un is with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are nct considered building envelope Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooing equipment, or 2_ are isolated frcm the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs wthir, conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shat. be thermally insulated per Table 14 •5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust: air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the c od ticned space shell be ir.sulated in accordance ;Oh Washington State Plumbing Code (WAC 51 .26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guide!•res for building completion and commissioning requirements.) Location Moo&Dom no.) Fbtture Description Number of Fixtures Watts/ Facture Watts Proposed Area in fie 79 " A" aCe5M tDa( ft-1 15 .46"0 rv1D rst A6us i gill' Tc1PE IV tag -ce1 Pool) Li con .4 to - a . . -` ^ oot -boots " FVD�vr 5 th-v 1 9g e" a'xZj' - ntorreg t s►)- 'rj pr ft' co dt GmW rr7R/1c q lb- t 1425- Location (fleodrvom no.) Occupancy Description Allowed UlatLs er ft' ,• Area in fie Allowed x Area ft-1 'l r - rv1D rst A6us i gill' t• 3 gig* i t -2r J r Feb 06 03 :42p HTE Office CITY OF TUKWILA - BUILDING DIVISION 2005 Wesington State Nonresidential Energy Code Compliance Form lnter,or �Ightrng'Summary; LTG -1NT :GCS 'esno ,tea SooSoo zi i I try Colo C LIZO RUM Project Info Applicant Rho na: ao _ 60 7 r W >E ` ' Project Description [ompliance Option Notes: Protect Address Z Alteration Exceptions (check appropriate box • sec. 1132.3) Proposed Lighting Wattage Tukwl 1,v4 l$ F 9xg A FC- t (310) 5761569 Date For Scalding Department Use FILE CO ?�pp►iaarrt Name: J o � r, ,, u 1 , I� _ o - c s � ;� �, �¢ Non Applicant Address ; ` 3 So la 441CL1 �+. ,TrA. rev * 3 r e �' ga + 6' 1��. I] New Building ❑ Addition / - ❑ Alteration 0 plans Refer to WSEC Section 1513 for controls and commissioning requirements 0 No changes are being made to the lighting nom T able 1 5-1 ( te over) - document alt exceptions on Corm LTG-LPA o Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (Sea Qualitloation Checklist (over). Indicate aresariptive & LPA spaces deter on plans.) y ❑ Less than Ell% of the fixtures new, 4 latalled wattage net Increased, 8 space use not changed. Maximum Allowed Lighting Wattage Total Allowed Waits p.2 -.we•e -kV loos otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts j g a tstF 1. For proposed ture Description. Indicate fixture type, tamp type (e.g. T4). number of lamps In the fixture. and ballast Qt Fa included). For track lighting, est the length of the track (in feet) in addition to the fixture, lamp, and tastiest Intormetian. 2. For proposed Watts/Fixture, use rnanutachlror'S listed ma dr uarn input waltage of the ftkture (not simply the lamp vraltaga) and other criteria as spnxffled In Section 1530. For hard•wlrod ballasts only, the default table in the NREC Technics! Reference Mantel may also De used. For track fighting. flat the greater of actual luminaire wattage or length of track mulitpiktd by 50, or as applicable, the wattage or current @miting.devices or ad the.tranaforrner. 3. List al rottures. For ercernot lighting. note section and exception number. and leave WattslFadum blank. RECEIVED CITY OF TUKWILA FEB-.12 2008 PEHMIT C R Location (ffoorfraom no_) Fixture Description Number of Fixtures Watts! Fixture Watts Proposed — t FITST ¥rW{? rte. :Bur! i �, ti; 1 -' krill' ` . '� 1 r IT2-- - ‘el ' S (44 . It' Location (floodroom no., Occupancy Description Allowed Watts per ft'" Ares in ft Allowed x Area — t FITST ¥rW{? rte. :Bur! i �, ti; 1 -' krill' 1 14q. 2 • Fep 08 08 03 :4ep HTE Office CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form (3101 5761585 interior Lighting Summary LTG-NT 2c6 wantons s rmrwaslemmu emu eeen Canwavtca Fauns Project Info Project Adams Applicant Name: Appllclnt Address: Applicant Phone: Date For Building Department Use Project Description O New Sulicllng Q Aaddion ❑ Alteration ❑ pl ; a r , Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive a Lighting Power Allowance 0 Systems Analysis (See Ottailfitaticn Checkfat (aver). Indicate prescriptive & LPA stsacers dearly on ptens.) Alteration Exceptions (check appropriate box - sec 1132.3) Maximum Allowed Lighting Wattage Proposed Lighting Wattage o No changes are being made to be Fighting O Lass than 60% of the fixtures new, installed wattage not increased, 8 space use not changed. p.3 R iesd her 2adt -• From Table 15 -1 (ovor) - document al exceptions on lour LTO -LPA Total Allowed Watts Total Proposed Watts may not exceed Total Alloyed Watts for Interior Total Proposed Watt 31 [ 1 !l f Notes: l V 2- L _ For proposed Fixture Description. indicate fixture type. lamp type (e.g. T•8 num ber mber of (amps in the fixture. and ballast t e included) For track lighting. Itst the length at the track an feet) In addllan to the fixture, temp, and ballast Information. Z. For proposed W8UsIFixture, use manufacturer's mated maximum input Wattage of the pxrure (not simply the Tamp wattage) and other criteria as speci1ad In Section 1330. For hard - wired beheld only, the default table in the NREC TeCfnieaf Reference Manual may also be used. For track Ilghtrtg. lust the greater of actual luminaire wattage or length of track multiplied by 50. or es apppea le, the wattage of current ilmRhtg devices or of the transformer. 3. List all %tures. For exempt lighting. notes secllen and exception number, and leave Watts/Fixture Uaa#t. 6L Arly‘ P.S 1r'1 4LM 4E1 3 _ra fr, f i f 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 January 28, 2008 Richard Herman R.S Herman Architects 6009 Melrose Ave Los Angeles, CA 90038 Dear Mr. Herman: • Public Health Seattle & King County RE: PLANS AND SPECIFICATIONS FOR: Johnny Rockets at 633 Southcenter Pkwy FC -1, Tukwila, WA 98188 SR1154741 PIE 6703 (Risk 3) 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 and subject to the following conditions: 1. Equipment #52 shall be a designated hand sink. 2. Warewashing sink compartments shall be large enough to accommodate the immersion of the largest equipment and utensils. 3. Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. 4. It is strongly recommended that hot water for all hand wash sinks are plumbed to the main hot water heater instead of an instant warm type of unit. Your establishment has been assigned the following plan review service number (SR1154741). 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 enclosed 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. Richard Herman Page 2 January 28, 2008 DA:mh Enclosures 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 Cc: Marcia Peddicord, Westfield Tenant Coordinator Robert Azinian, Criscat Group Inc ACTIVITY NUMBER: D08 - 080 PROJECT NAME: JOHNNY ROCKETS SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -1 X Original Plan Submittal Response to Correction Letter # DATE: 02 -12 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 2'06. Bu Iding 'vision xi Plvlj' Works ` / 6 w 2' Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 OPERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 6I 1 Avg, vac Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ APPROVALS OR CORRECTIONS: Structural Review Required Approved ❑ Approved with Conditions T4 Notation: DATE: DATE: Planning Division ❑ Permit Coordinator Not Applicable DUE DATE: 02 -14 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 03-13 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 • • Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. pog "0 0 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) 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: �ws1\r3 ; t o vt Y\A4uAtiev Title': 1 1 Tenant Name: 1 D' Q o c t. b RECEIVED CITY OF TUKWILA FEB' 12 2008 PERMIT CENTE \vt o��S C� ` � r, Iere 4 Cv \s� t.kl 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. 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 i ,Z Sink, Clinic flushing 8 8 .— Sink, kitchen 3 2 2 (d Sink, other (service) 3 1.5 it 3 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 - r 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 rear Address fJ k w I A. Ci y (( �'f id F e id Owner's Name tri4 ?gin State ZIP Subdivision Name Lot # Subdiv. # Block # Building Name )Gli RAGK4.1'S . Spt e t (if applicable) ( (G Z to ) 2 /b le l Sls C Wyd vi erifiC vt) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 1 wit Tt A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Total Fixture Units 11 7 RCE Property Tax ID # (a 3(4 7 1 0 O O i C2 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 AO Was building on Sanitary Sewer? ❑ Yes [ No Was Sewer connected before 2/1/90? ❑ Yes [ lo Sewer disconnect date: N/A Type of building demolished? A/ /' // Request to apply demolition credit to multiple buildings? ❑ Yes Iio B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: /e) • 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 RCE X 5 5 RCE CITY OF TUKWILq FEB 1 2 2008 PERMIT CEN,TE 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. 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 correc, d data for determination of a revised capacity charge. Signature of Owner /Representative l .'f�_ Date 2 17 Print Name of Owner /Representative Ryeiy) 1i . 4'4h 1058 (Rev 9/07) Vihite - Kona County Yellow - Local Sewer Aoencv P nk - Sewer Customer C•' License Information License WESTWCI088BF Licensee Name WESTWOOD CONTRACTORS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601011419 Ind. Ins. Account Id Business Type CORPORATION Address 1 951 W 7TH STREET Address 2 ATTENTION: LILY SEGURA City FORT WORTH County OUT OF STATE State TX Zip 76102 Phone 8178773800 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/6/1992 Expiration Date 9/11/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BENDA, ROBERT D Cancel Date 01/01/1980 06/11/2002 CHASE, DAVID E 01/01/1980 06/11/2002 BENDA, JOAN M Until 01/01/1980 06/11/2002 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & Until Look Up a Contractor, Electrii 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. • Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WESTWCI088BF 04/16/2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING SHEET INDEX (TOTAL OF SHEETS) ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - ID -100 INDEX SHEET REVIEWED BY: - T DATE: 01.28.2007 A -100 SITE PLAN A -101 OVERALL FLOOR PLAN h 0 r Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 7 3405 REGISTERED ARCHITECT c _ KENNETH L. BUTTS STATE OF WASHINGTON rtA 9 ( !f 3nssi PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 3 I L0'01.7l 1 1 12.26.07 J I - I A--102 A -103 FLOOR PLAN ENLARGED MILLWORK PLAN -10 Q [uji91] Q A-104 REFLECTED CEILING PLAN A -105 FLOOR FINISH PLAN (ily 2600 �� ��� ������ MALL A -412 INTERIOR ELEVATIONS A -413 INTERIOR ELEVATIONS iI A -500 FINISH SCHEDULE A -501 DOOR SCHEDULE & WALL TYPES FOOD COU A-70 gll Np sP ACE # FCo 1 A -701 DETAILS A -702 MILLWORK SECTIONS p!. ©� TU KWILA, WASHINGTON 98188 PLUMBING f PO .1 PLUMBING SYMBOLS AND ABBREVIATIONS PO.2 PLUMBING SCHEDULES P0.3 PLUMBING RISER DIAGRAMS P1.1 PLUMBING FLOOR PLAN MECHANICAL LEGEND & ABBREVIATIONS CONSTRUCTION SCHEDULE LEGAL INFORMATION GENERAL INFORMATION I MO.1 HVAC SYMBOLS, NOTES AND ABREVIATIONS ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS NOTE: SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY OWNER: CRISCAT GROUP INC. 14724 VENTURA BL. SUITE 1205 SHERMAN OAKS, CA. 91403 CONTACT: ROBERT AZINIAN PHONE: 818.808.4424 FAX: - BUILDING ADDRESS: 2600 SOUTHCENTER MALL TUKWILA, WA 98188 LEGAL JURISDICTION: TUKWILA, WA BUILDING CODES: 2006 IBC W/ WASHINGTON AMENDMENTS, 2006 IMC W/ WASHINGTON AMENDMENTS, 2006 UPC W/ WASHINGTON AMENDMENTS, 2006 IFC W/ WASHINGTON AMENDMENTS, 2006 WASHINGTON STATE ENERGY CODE, 2006 NATIONAL ELECTRICAL CODE, NUMBER OF STORIES: 3 TENANT IMPROVEMENT: 884 SQ. FT. PARKING PROVIDED: EXISTING DESCRIPTION AND WORK SCOPE: 884 SQ. FT. TENANT IMPROVEMENT M0. HVAC EQUIPMENT SCHEDULE MO.3 HVAC DETAILS MO.4 HVAC DETAILS MO.5 TITLE 24 COMPLIANCE FORMS - �J � 1ICII II .11 EARTH GRADE M1.1 HVAC FLOOR AND ROOF PLAN ROOM NAMES ROOM NAME SEPARATE FERM'f AND APPROVAL REQUIRED i ELECTRICAL E -1.0 GENERAL NOTES, SINGLE LINE DIAGRAM, LEGEND E -2.0 FIXTURE SCHEDULE, PANEL SCHEDULE AND LIGHTING CONTROLS DETAIL 1 110 1 ROOM NUMBER E -3.0 ELECTRICAL POWER PLAN SAWCUT SLAB FOR NEW IN-FLOOR PLUMB'G FIXTRS. 000 DOOR NUMBER E -4 - ELECTRICAL LIGHTING AND ROOF PLAN REPAIR LEVEL AND SLOPE FOR FINISHES & TRANSITIONS KITCHEN REMOVE EXISTING INTERIOR WALLS AND FINISHES IF ANY F -0 ENVIROMENTAL GENERAL NOTES XX INTERIOR FINISHES F -1 EQUIPMENT PLAN 100 ITEMS SUPPLIED BY OWNER EXTERIOR MATERIAL / FINISH CARPET CUSTOMER AREA F -2 EQUIPMENT ELECTRICAL AND PLUMBING PLAN F -3 REFLECTIVE CEILING AND BUILDING CONDITION PLAN CERAMIC TILE, BASE AND GROUT FD EQUIPMENT DETAILS & SECTIONS QUARRY TILE, BASE AND GROUT FN EQUIPMENT NOTES 1 OF 1 HOOD D DETAIL PLAN ( 0o AA/ EXTERIOR COLOR A-000 FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES INSTALL GYPSUM BOARD ON EXISTING WALLS (GYPSUM BOARD BY TENANT) 00 INTERIOR ELEVATIO DETAIL NUMBER CONSULTANT INFORMATION BUILDING CODE ANALYSIS: FRAMING, PLYWOOD AND GYPSUM BOARD ARCHITECT: KENN BUTTS A.I.A. CONTACT: KENNETH L. BUTTS 124 STAGECOACH ROAD BELL CANYON, CA. 91307 PH. 999-4272 FAX (818) (818) 999-4321 MEP ENGINEERS: HI -TECH ENGINEERS CONTACT: MAJID KIMIAGAR 1431 OCEAN AVENUE SUITE 800 SANTA MONICA, CA. 90401 PH. (301) 576 -1553 FAX (301) 576 -1569 KITCHEN CONSULTANT: MICHAEL BLACKMAN AND ASSOCIATES, INC. CONTACT: RICK ROSE 121 BROWAY ANUE SANTA MONICA, CA. 90404 PH. (512) 343 -3100 BUILDING CLASSIFICATION: OCCUPANCY GROUP: B /A -2 KITCHEN FOR ADJACENT FOOD COURT - OCCUPANCY SEPARATIONS: NONE (AREA IS LESS THAN TYPE OF CONSTRUCTION: TYPE I SPRINKLERED FLOOR AREA BASIC AREA 884 SQ. FT. OCCUPANCY LOAD REA EN 4 KITCHEN A 200 800/ = H B OCCUPANCY i i B OCCUPANCY 8 FIXED SEAT CUSTOMER AREA TOTAL OCCUPANT LOAD 12 OCCUPANTS TOTAL NUMBER OF FIXED SEATS 8 SEATS TTM iA , ,,, PILE COP - ..�. ,.,_`. r / s F.R.P. PANELS, WAINSCOT AND TILE WALL A7.0 SHEET NUMBER WALL SECTION NUMBER PAINTING OR STAINING GYPSUM BOARD CEILING AND SOFFIT S5.0 SHEET NUMBER BLDG. SECTION NUMBER LAY -IN CEILING WITH SUSPENSION SYSTEM DOORS, FRAMES AND HARDWARE A6.0 SHEET NUMBER A, REVISION SYMBOL MENU BOARD SOFFIT NEW CACTUS DOOR HANDLE ON EXISTING ENTRY DOOR Ink a � . 4 ELEVATION /DATUM MARK NEW CANVAS AWNING PATCH AND REPAIR EXISTING FINISH TO MATCH EXISTING - ��- - - -- -� r . 1 1 1 - •J j` �� _ MILLWORK . BUILDING DEPARTMENT NOTES STAINLESS STEEL COUNTERS FURNITURE "MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS III 2- INSULATION, PIPING, WIRING, ETC. SHALL HAVE A MINIMUM FLAME SPREAD ( PER SECTION 707. 3. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CBC, CHAPTER 8. 4. NPDES REQUIREMENTS: A. EROSION AND SEDIMENT CONTROL SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. B. CONSTRUCTION MATERIALS CONTROL CONSTRUCTION- RELATED MATERIALS WASTE, SPILLS OR RESIDUES SHALL BE RETAINED ON SITE TO MINIMIZE T PORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING BE CONTAINED AT CONSTRUCTION SITE UNLESS TREATED TO REMOVE SEDIMENTS AND POLLUTANTS. 5. THE GENERAL CONTRACTOR SHALL HIRE A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA TO DESIGN SEISMIC RESTRAINTS FOR THE FOLLOWING. A. MECHANICAL DUCTWORK AND ROOF MOUNTED MECHANICAL EQUIPMENT. B. PIPING AND/ OR SPRINKLERS. C. ELECTRICAL CABLE TRAYS (AND /OR) CONDUIT RUNS. 6. SEISMIC RESTRAINTS SHALL BE DEFINED AS BRACING, STRUTS, HANGERS, AND - 7 7 7 ✓ TORS BETWEEN THE ABOVE ITEMS AND THE PRIMARY STRUCTURE AS REQUIRE TO PROVIDE LATERAL STABILITY IN THE EVENT OF AN EARTHQUAKE. Q 7. BRACING, STRUTS, HANGERS AND CONNECTIONS SHALL BE DESIGNED IN CON- FOR WITH SECTION 1632 OF THE CALIFORNIA BUILDING CODE. STRUCTURAL M AN CE I H SE._� CALCULATIONS AND SEISMIC RESTRAINT DETAILS SHALL BE STAMPED AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO INSPECTION. 8. FIRE SPRINKLERS PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR + AND APPROVAL. SEPARATE PERMIT SHALL BE OBTAINED FROM THE BUILDIN( SAFETY OF CITY OF RIVERSIDE FOR FIRE-SPRINKLER. ETY DIVISION 0 THE C THE 9. SIGNS REQUIRE SEPARATE PLAN CHECK AND SEPARATE PERMIT SHALL BE RE 10. SEPARATE APPLICATION, PLAN CHECK AND PERMIT IS REQUIRED FOR FIRE SPRINKLER SYSTEMS ELECTRICAL WORK MECHANICAL WORK PLUMBING WORK DEMOLITION WORK KITCHEN EQUIPMENT OUTDOOR TABLE /CHAIR /UMBRELLAS (SEPARATE PERMIT) Per I ' / Na , F EXTERIOR SIGN (SEPARATE PERMIT) 1 Plar review approval is to errs and omissions. wl � Approval of construction documents does not aua the violation of «� F_ any adopted - or off. Ript . - of approved Fiieel rpy : 4-Dons is ed: �ll/ -` B •• MENU BOARDS 1 INTERIOR WALL GRAPHICS - -- -,.._ Dom: K i BUILDING Tukvinla DI BU VISI ON ILDINVISI NEW A.C. UNIT, SUSPENSION AND MOUNTING SYSTEMS WIRING AND CONNECTIONS DUCTWORK, DAMPERS AND GRILLES SEPARATE PERMIT REQUIRED FOR: ( ;� Apectrical lambing G as Piping City of Tukwila , BUILDING DIVISION THERMOSTATS AND CONTROLS CONTROL WIRE (LOW VOLTAGE) TOILET EXHAUST FAN EXISTING WATER SERVICE TO SPACE EXISTING GAS SERVICE TO SPACE _ ~� _ _ . .. � � -�:Z r' �° L r � �� /� changer, T 'f3 .Cif lu •• f 3 ! �Y ` 4 4 T su=,c '` g iz e �. eItv r { ^n �tlhm�t� �/�)���� R visions ��.. { /� �''�, `pi NOTE �i Q�4 d include add' �' FINAL CONNECTIONS VICINITY MAP HVAC CONNECTIONS G AS PIPING A C / `,, # ' i.,Q r , r, ° te r , `' q: y° F W r " " :'•� // `'sf• , ` "�s`�' T w y ,r r .....r A . E t k3" � ...._ llt � .,., 4 J .. WATER HEATER PLUMBING FIXTURES - h "°,y �. Ft.$: c a^,� ' 9.. , =k �9 y ys � M1 �, , "� nJ 3 "S "A •6• , / -,", .... �, IGL- ..�,,, t , ( , " µ m '"' M ^ u..,.. � ^ v ,.,,., -, " � J y a " k 1 EXIST 'G ELECTRICAL CONDUIT TO FUTURE METER LOCATION .. .y 1€ 6 1 � ' � � R y�y -_ `� �� b y $'71.'Yµ !a7$3 ' s ue u y J y leat."/i.f`h < , T 4/4 #'y '�iF % "" y.._.. ;' „ _ �,7 ,, -'g 8" 15.2 ''t : i ; i; = � 1 „ � , °� , ;_ ry NEW ELECTRICAL AND TELEPHONE PANELS r } ' if " �� w 1 ;816 FA & �,, ^, f 1 2; _ ; y % EQUIPMENT ROUGH -IN AND FINISH � ; 22 ,. F .2 , •,15 "..t`n ,I , ,..,...,.y,$�'� - <. `�; ' a�, .yy ' 9 , z 4 M -, "`_;. : ' f SW :O1h • /'i /ti4�I��{ 1, + Y s .................. 0 x � A ' M IiE , ` 1X.' ' LIGHT FIXTURES, MOUNTING ACCESSORIES A ND LAM � Y "` ' r SleC M1.1 1rr ' ' " " � F 4 1 :1 ' nj a '' b � ' _ yr 9 ai d-Ffr!5.. x g$ f � S � 4 : � .( ,tfi ;�a � € , gib n ,f MUSIC SYSTEM AND SPEAKERS _ y ..' ;;. ' _:, s€ { ,:s r ;{ � 1 " b,; '�i ry HL�IVI =1J CITY CF _,• , .. ,,, „_, F h � m f 5 �1 TL';`v; LA EXIT EMERGENCY LIGHT SYSTEM , . ....... 5 � s i ' y ,.,..- ,.,._,,.,,,,,,,,..... € .' : ¢ � ° . ! : ............ , . 9 I 1 s lest st - i ` a I &` FHB 2 008 ALARM SYSTEM F4' --1 :W i 6, s; ` " y �� � :1 1 rI�IJ41 rCEN;�ER 3 .> € - ... ; .. „.. �. ;�,"' .., € et4i 4!: ' z d ifs P . O . S . CONDUIT . {... ^ i ` a 3 x b a £ i � S �`" , "" x , z a r fly"" " w :121h St P .O.S. EQUIPMENT INSTALLATION AND CABLE PULLS 0 8, 1751 St V z t Y ... 3 . � ' x,176 . * i t �1 , y N Sl - SW £ SfSP41M r5 ^ , aye Wig€ 2 7 R 9 ; 1 & &;{ £ 2 1' / I d 3 ",. "y f -�j ' : ors REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - T DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: ID- 100.DWG SHEET TITLE: SHEET INDEX SCALE: . 4 t4 AS NOTED , a SHEET NU BER: ID ®100 KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 PLAN CHECK SUBMITTAL 1 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 7 3405 REGISTERED ARCHITECT c _ KENNETH L. BUTTS STATE OF WASHINGTON rtA 9 ( !f REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - T DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: ID- 100.DWG SHEET TITLE: SHEET INDEX SCALE: . 4 t4 AS NOTED , a SHEET NU BER: ID ®100 PLAN CHECK SUBMITTAL 1 a aaa< 3nssi PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 3 I L0'01.7l 1 1 12.26.07 J J 2o'Br l0 I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - T DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: ID- 100.DWG SHEET TITLE: SHEET INDEX SCALE: . 4 t4 AS NOTED , a SHEET NU BER: ID ®100 te �v,J ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING SHEET INDEX (TOTAL OF SHEETS) ISSUED FOR CONSTRUCTION ISSUED FOR: ID -100 INDEX SHEET CHECKED BY: - REVIEWED BY: - A -100 SITE PLAN A -101 OVERALL FLOOR PLAN SCALE: AS NOTED 0 �� n 0 A PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL I Siva 1 L O'O r Z G I LO'9Z7 i I A -102 FLOOR PLAN A -104 A -105 REFLECTED CEILING PLAN FLOOR FINISH PLAN �� ® ` A -412 INTERIOR ELEVATIONS A -413 INTERIOR ELEVATIONS il < G L; ? rn J I -500 FI -501 DOOR SCHEDULE & WALL TYPES FOOD COU !: A -700 CEILING DETAILS A -701 DETAILS & MILLWORK DETAILS APOft �� ; RE PLUMBING 0 4� SUBJECT TO ORDINANCE ,� ��9 Q U" T W/AS 1°11 N [�TO N 9 �� 7 88 PO.1 PLUMBING S , IN/ cacilh �►�'" P0.2 PLUMBING S c rATT" k-KI H TO OPER • APPLICANT PLAN P0.3 PLUMBING RISER DIAGRAMS : B SETT a s.,.: ..,. p p AVAILABLE P1.1 PLUMBING FLOOR PLAN Di GASI ❑ `;, _:a.: m m a+�L r6-763�, �� �SW: ili ��� '?±�� �^£+` �' . °'� .� =1 ., m m 5%.1154.11' ( _. , .. -.:'F :' ' g, }.� . } MECHANICAL MO.1 HVAC SYMBOLS, NOTES AND ABREVIATIONS LEGEND & ABBREVIATIONS CONSTRUCTION SCHEDULE (-3 " LEGAL INFORMATION GENERAL INFORMATION MO.2 HVAC EQUIPMENT SCHEDULE MO.3 HVAC DETAILS ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL, SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS NOTE: SEE EQUIPMENT SCHEDULE FOR DIVISION OF EQUIPMENT ORDER, SUPPLY AND INSTALLATION RESPONSIBILITY OWNER: CRISCAT GROUP INC. 14724 VENTURA BL. SUITE 1205 SHERMAN OAKS, CA. 91403 CONTACT: ROBERT AZINIAN PHONE: 818.808.4424 FAX: - BUILDING ADDRESS: 633 SOUTHCENTER MALL TUKWILA, WA 98188 LEGAL JURISDICTION: TUKWILA, WA BUILDING CODES: 2006 IBC, 2006 IMC, 2006 IFC, 2006 UPC NUMBER OF STORIES: 3 TENANT IMPROVEMENT: 884 SQ. FT. PARKING PROVIDED: EXISTING DESCRIPTION AND WORK SCOPE: 884 SQ. FT. TENANT IMPROVEMENT M0.4 HVAC DETAILS MO.5 TITLE 24 COMPLIANCE FORMS M1.1 HVAC FLOOR AND ROOF PLAN .����WEIglid _Ili III II I - iil - EARTH GRAD ELECTRICAL ROOM NAMES ROOM NAME E -1.0 GENERAL NOTES, SINGLE LINE DIAGRAM, LEGEND E -2.0 FIXTURE SCHEDULE, PANEL SCHEDULE AND LIGHTING CONTROLS DETAIL E -3.0 ELECTRICAL POWER PLAN E -4.0 ELECTRICAL LIGHTING AND ROOF PLAN 1 110 1 ROOM NUMBER SAWCUT SLAB FOR NEW IN -FLOOR PLUMB'G FIXTRS. 000 DOOR NUMBER KITCHEN REPAIR LEVEL AND SLOPE FOR FINISHES 8c TRANSITIONS F -0 ENVIROMENTAL GENERAL NOTES REMOVE EXISTING INTERIOR WALLS AND FINISHES IF ANY F -1 EQUIPMENT PLAN F-2 EQUIPMENT ELECTRICAL AND PLUMBING PLAN xx INTERIOR FINISHES F -3 REFLECTIVE CEILING AND BUILDING CONDITION PLAN 1 100 ITEMS SUPPLIED BY OWNER /oo\ EXTERIOR MATERIAL / FINISH CARPET CUSTOMER AREA FD EQUIPMENT DETAILS & SECTIONS FN EQUIPMENT NOTES CERAMIC TILE, BASE AND GROUT QUARRY TILE, BASE AND GROUT AA EXTERIOR COLOR A -000 FRAMING U.L. PENETRATION CAULKING AT RATED ASSEMBLIES INSTALL GYPSUM BOARD ON EXISTING WALLS (GYPSUM BOARD BY TENANT) 00 INTERIOR ELEVATION DETAIL NUMBER CONSULTANT INFORMATION BUILDING CODE ANALYSIS: FRAMING PLYWOOD AND GYPSUM BOARD A- R.S. HERMAN ARCHITECTS, INC. CONTACT: RICHARD HERMAN 6009 MELROSE AVE. L05 ANGELES, CA. 90038 PH. (323)465-7066 F AX 323 4 465 8066 ( ) MEP ENGINEERS: CTECH ENGINEERS COONTACT: MAJID KIMIAGAR 1431 OCEAN AVENUE SUITE 800 SANTA MONICA, CA. 90401 PH. (301) 576 -1553 FAX (301) 576 -1569 KITCHEN CONSULTANT: MICHAEL BLACKMAN AND ASSOCIATES, INC. CONTACT: RICK ROSE 12521 BROADWAY AVENUE SANTA MONICA, CA. 90404 PH. (512) 343 --3100 BUILDING CLASSIFICATION: OCCUPANCY GROUP: B /A -2 KITCHEN FOR ADJACENT FOOD COURT OCCUPANCY SEPARATIONS: - NONE (AREA IS LESS THAN TYPE OF CONSTRUCTION: TYPE I SPRINKLERED FLOOR AREA BASIC AREA 884 SQ. FT. OCCUPANCY LOAD B OCCUPANCY - 800 /200 = 4 KITCHEN AREA B OCCUPANCY - 8 FIXED SEAT CUSTOMER AREA TOTAL OCCUPANT LOAD 12 OCCUPANTS TOTAL NUMBER OF FIXED SEATS 8 SEATS F.R.P. PANELS, WAINSCOT AND TILE WALL A7.0 SHEET NUMBER WALL SECTION NUMBER PAINTING OR STAINING -II GYPSUM BOARD CEILING AND SOFFIT 1 S5.0 SHEET NUMBER BLDG. SECTION NUMBER LAY-IN CEILING WITH SUSPENSION SYSTEM - -- - - - -- - -- - - - - -- DOORS, FRAMES AND HARDWARE A6.O SHEET NUMBER 1 REVISION SYMBOL MENU BOARD SOFFIT 1 NEW CACTUS DOOR HANDLE ON EXISTING ENTRY DOOR 1 - - ELEVATION /DATUM MARK NEW CANVAS AWNING PATCH AND REPAIR EXISTING FINISH TO MATCH EXISTING MILLWORK BUILDING DEPARTMENT NOTES 1 1 STAINLESS STEEL COUNTERS FURNITURE Ilk "A p 1. MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS III "MATERIALS 2. INSULATION, PIPING, WIRING, ETC. SHALL HAVE A MINIMUM FLAME SPREAD PER SECTION 707. 3. INTERIOR FINISHES SHALL COMPLY WITH THE REQUIREMENTS OF CBC, CH 3. 4. NPDES REQUIREMENTS: A. EROSION AND SEDIMENT CONTROL SEDIMENTS FROM AREAS DISTURBED CONSTRUCTION SHALL BE RETAINED ON SITE AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE TRANSPORT FROM THE SITE TO S, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE �1G OR WIND. B. CONSTRUCTION MATERIALS CONTROL CONSTRUCTION- RELATED MATERIALS, WASTE, SPILLS OR RESIDUES SHALL BE RETAINED ON SITE TO MINIMIZ TRANS- PORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJOININ =RTIES BY WIND OR RUNOFF. RUNOFF FROM EQUIPMENT AND VEHICLE WASI ALL BE CONTAINED AT CONSTRUCTION SITE UNLESS TREATED TO REMOVE SE AND POLLUTANTS. 5. THE GENERAL CONTRACTOR SHALL HIRE A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA TO DESIGN SEISMIC RESTRAINTS FOR THE FOLLOWING. A. MECHANICAL DUCTWORK AND ROOF MOUNTED MECHANICAL EQUIPMENT. B. PIPING AND/ OR SPRINKLERS. C. ELECTRICAL CABLE TRAYS (AND /OR) CONDUIT RUNS. 6. SEISMIC RESTRAINTS SHALL BE DEFINED AS BRACING, STRUTS, HANGERS, JNEC -- TORS BETWEEN THE ABOVE ITEMS AND THE PRIMARY STRUCTURE AS REQUIRED TO PROVIDE LATERAL STABILITY IN THE EVENT OF AN EARTHQUAKE. 7. BRACING, STRUTS, HANGERS AND CONNECTIONS SHALL BE DESIGNED IN C( FORMANCE WITH SECTION 1632 OF THE CALIFORNIA BUILDING CODE. STRUCTURAL CALCULATIONS AND SEISMIC RESTRAINT DETAILS SHALL BE STAMPED AND PROVIDED TO THE BUILDING INSPECTOR PRIOR TO INSPECTION. 8. FIRE SPRINKLERS PLANS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT REVIEW AND APPROVAL. SEPARATE PERMIT SHALL BE OBTAINED FROM THE BUILT � SAFETY DIVISION OF THE CITY OF RIVERSIDE FOR THE FIRE - SPRINKLER. 9. SIGNS REQUIRE SEPARATE PLAN CHECK AND SEPARATE PERMIT SHALL BE =D. 10. SEPARATE APPLICATION, PLAN CHECK AND PERMIT IS REQUIRED FOR FIRE SPRINKLER SYSTEMS ELECTRICAL WORK MECHANICAL WORK PLUMBING WORK DEMOLITION WORK j = � EQUIPMENT - 1 -.I OUTDOOR TABLE /CHAIR /UMBRELLAS (SEPARATE PERMIT) EXTERIOR SIGN (SEPARATE PERMIT) MENU BOARDS INTERIOR WALL GRAPHICS NEW A.C. UNIT, SUSPENSION AND MOUNTING SYSTEMS WIRING AND CONNECTIONS DUCTWORK, DAMPERS AND GRILLES THERMOSTATS AND CONTROLS CONTROL WIRE (LOW VOLTAGE) TOILET EXHAUST FAN EXISTING WATER SERVICE TO SPACE EXISTING GAS SERVICE TO SPACE FINAL CONNECTIONS VICINITY MAID HVAC CONNECTIONS GAS PIPING A/C ,,, _ y' 1:: n £ 'hx h :; F �' hq �'- ` ' °" , 9 WATER HEATER i t"i " r4 -!'� ' '` a h wa a at£ "'" "" PLUMBING FIXTURES i 4 f / t w as � s% , - 5< a Mu 4 44 T , C./ x°9 3£' .. , F3 . ' � L . �K y � � �y , �. SX �C' I w :� £ S 1 1£, � : m yy ... /�, yy mmyy Z, s f � i`.� 4 � y 9...d � nyi s'' EXIST G ELECTRICAL CONDUIT TO FUTURE METER LOCATION tF Iry �q/qy�s r - "� 6'�uir'S >£ t �` s 3 - r ... ... 4 & Z - � �. .2 a,� >-35 , 4 . ... y #tea �,. _ _ ,1 .1 _ �` r 0. mm ��? �� , "' " NEW ELECTRICAL AND TELEPHONE PANELS f ,, � � x , 9 W .._._ � $ ` i ° � r a EQUIPMENT ROUGH -IN AND FINISH r � , , _.. w q w; . - � ,y s � �' ^w.. r- " €e(1 S 6 ` S '�"' °s �q��` � � f ���1[a��s�i+�fw � LIGHT FIXTURES, MOUNTING ACCESSORIES AND LAMPS `i i, f f .3 JK .,� 4 di i, Ti� � W a..H. ^ N p � '. y '*' SJ �e�x ' ,' 7 ry• F' -fear kf 441' b SQ.f lYsw£P,t C" MUSIC SYSTEM AND SPEAKERS • ; k� r' " : !' vti " I w „ 1 ' �;s� sw 27th S1 EXIT EMERGENCY LIGHT SYSTEM �sY..• ` I `F ALARM SYSTEM � � ' PA £ S 16 € > ) (E3 9ie .. fiYEd£jit F .i£LIT , .., m I . s J y .'.'..._ ................. P.O.S. P0 CONDUIT £ ,, .... JF " a n *� v, ',.., ` €1 w - r _ ' P.O.S. EQUIPMENT INSTALLATION AND CABLE PULLS = � ^ f�° ,A t .� I I fs air " ` "x t A',e' 4U1 0047 173Fy1£; 1 f3d ES'<k -4 Y .tic 3w . c: £.£ St! s : :sx ........ .j ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING - - - -- ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 1 2.26.2007 JOB NUMBER: 07935 FILE #: ID- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: 1D-100 REVISION 31da K«««« 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL Siva 1 L O'O r Z G I LO'9Z7 i I j APPLICANT COPY KENN BUTTS A. LA& Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 RECEIVED DEC 3 1 2007 ALDER SQUARE - . - L IT.._ NOISIA3?J ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: A-100 r<<<<<<<< KENN BUTTS A.I.A. / Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT LO'OIZG I etv,v4 BO'BZ• I. 0 I KENNETH L. BUTTS STATE OF WASHINGTON 'JAN 2 Q Inn NOISIA3?J ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: A-100 r<<<<<<<< 3rissi PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31da I LO'OIZG I 1 12.26.07 BO'BZ• I. 0 I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 100.DWG SHEET TITLE: SHEET INDEX SCALE: AS NOTED SHEET NUMBER: A-100 SETBACK LI PROPERTY LI SI ' NALIZED I 'SECTION 1 11111111111111 =11 =1 F> lY \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ NORDSTROM 3 LEVELS IIIIIIIIIII MARS 3 LEVELS v C 1 1 11111F NEW PAD 7500 sf 30' DRIVE (E) OLIVE GARDEN minim SIGNALIZED INTERSECTION NEW PAD 7500 sf 30' DRIVE mervyws 2 LEVELS JCPenney . \Illll�,i Vas 1111111111111111 111T► SIGNALIZE RSECTI 3 LEVELS 6millillmllill F FIRESTONE POST OFFICE KEY BANK SIGNALIZED INTERSECTION L/ SIGNALIZED INTERSECTION 01 SITE PLAN SCALE: 1"= 1 00' -0" (E) TARGET SIGNALIZED INTERSECTION 1 NORTH O Y C7 ZZ ma � L w w U cn 0 , SIGNALIZED INTERSECTION SETB CK LINE PROP RTY LINE SIGNALIZED �-,NI NTERSECTION/ FIRE DEPARTMENT / BUILDING PLAN REVIEW REQUIREMENTS 1. PROVIDE AND INDICATE ON SITE PLAN, FIRE DEPARTMENT ACCESS OR VEHICULAR TURN- AROUND IN ACCORDANCE WITH SPECIFICATIONS BELOW: PROVIDE A MINIMUM, UNOBSTRUCTED WIDTH OF 26 FEET CLEAR TO SKY, VEHICULAR ACCESS TO WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS. FIRE CODE 902.2.1. 2. THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 2,000 GALLONS PER MINUTE AT 20 psi FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC DEMAND. 3. ALL HYDRANTS SHALL MEASURE 6 "x 4 "x 2" BRASS OR BRONZE, CONFORMING TO CURRENT AWAA STANDARD C503, OR APPROVED EQUAL. HYDRANTS SHALL BE INSTALLED PER SPECIFICATION OF THE LOS ANGELES COUNTY WATER ORDINANCE NO. 7834 (TITLE 20) UTILITY MANUAL, SECTION 4.0 TO 4.6. 4. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 5. PROVIDE AN APPROVED FIRE SPRINKLER SYSTEM. SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. FIRE CODE 103.2.1.1. REASON: AS SHOWN ON PLANS. 6. THE FIRE SPRINKLER SYSTEM SHALL BE CALCULATED PER PAMPHLET #13, #13D, #231 OR #231C, WHICHEVER IS APPLICABLE. 7. THE FIRE SPRINKLER SYSTEM SHALL BE SUPERVISED AS REQUIRED IN THE BUILDING CODE, 904.3.1.1. 8. PLANS SHOWING UNDERGROUND PIPING OF ON -SITE HYDRANTS, SPRINKLER SYSTEMS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. 9. ON -SITE PROTECTION FACILITIES (Le., HYDRANTS, SPRINKLER SYSTEMS, ETC.) SHALL BE SUBMITTED FOR APPROVAL PRIOR TO OCCUPANCY. 10. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE HYDRANTS AND /OR SPRINKLER SYSTEM SHALL BE WITNESSED BY THE FIRE DEPARTMENT REPRESENTATIVE AND NO UNDERGROUND PIPING SHALL BE COVERED WITH EARTH OR HIDDEN FROM VIEW UNTIL THE FIRE DEPARTMENT REPRESENTATIVE HAS BEEN NOTIFIED AND GIVEN NO LESS THAN 48 HOURS IN WHICH TO INSPECT SUCH INSTALLATION. COMPLY WITH THE FOLLOWING ITEMS: A. ON -SITE PLAN: SHOW ALL EXISTING FIRE HYDRANT(S) WITHIN 300/600 FEET OF ALL PROPERTY LINES AND CALL OUT HYDRANT SIZE AND DIMENSION TO PROPERTY LINES. NOTE: ADDITIONAL FIRE HYDRANT REQUIREMENTS MAY BE MADE AFTER THIS INFORMATION IS SUPPLIED. B. ON -SITE PLAN: INDICATE OCCUPANCY, TYPE OF CONSTRUCTION AND PROVIDE THE CENTER LINE DISTANCE FROM NEAREST CROSS STREET TO PROPERTY LINE. (PROVIDE ACCURATE DIMENSIONS) 11. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. TITLE 24, 1004.3 (INDICATE IN DOOR SCHEDULE AND NOTE ON SITEPLAN) WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH TITLE 24, 1004.6 (INDICATE IN DOOR SCHEDULE AND NOTE ON SITE PLAN) 12. PROVIDE ALL EXIT SIGNS PER TITLE 24, 1003.2.8.1. 13. FIELD INSPECTION SHALL DETERMINE FIRE EXTINGUISHER REQUIREMENTS. FIRE CODE 1002. 14. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF ALL BUILDINGS AND SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. FIRE CODE 901.4.4. 15. COMMERCIAL DUMPSTERS OR CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS AREAS CONTAINING DUMPSTERS ARE PROTECTED BY AN APPROVED SPRINKLER SYSTEM. FIRE CODE 1103.2.2. 16. POST "NO PARKING FIRE LANE" SIGNS ALONG VEHICULAR ACCESS ROADS. FIRE CODE 901.4.2 (INCORPORATE SIGN SPECIFICATIONS INTO BLUEPRINTS) 17. PROVIDE A APPROVED FIXED FIRE EXTINGUISHER SYSTEM FOR THE KITCHEN HOOD, DUCTS AND COOKING SURFACES. INDICATE U.L. APPROVAL, SYSTEM NUMBER, AND SUBMIT U.L. APPROVED SCHEMATIC DRAWING TO AREA INSPECTION UNIT. FIRE CODE 1006.2. 18. RESUBMIT 3 COMPLETE SETS OF DRAWINGS AND 4 ADDITIONAL SITE PLANS. ALL NOTES MARKED NOT SHOWN" SHALL BE PLACED ON THE SITE PLAN. CORRECT TITLE SHEET FOR BUILDING DATA. SPECIAL BUILDING AND GROUP A OCCUPANCIES REQUIREMENTS 1. PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. TITLE 24, SECTIONS 1016.4 AND 1004.4. 2. PROVIDE AN APPROVED FIXED FIRE EXTINGUISHER SYSTEM FOR THE KITCHEN HOOD, DUCTS AND COOKING SURFACES, INDICATE U.L. APPROVAL, SYSTEM NUMBER, AND SUBMIT U.L. APPROVED SCHEMATIC DRAWING TO AREA INSPECTION UNIT, FIRE CODE SECTION 1006.2. 3. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL TO COMPLY WITH FIRE CODE SECTION 1103.3.3. (INDICATE ON PLANS AND NOTE ON SITE PLAN) 4. THE MAIN EXIT SHALL COMPLY WITH TITLE 24, SECTION 1016.1. (NOTE AND INDICATE ON FLOOR PLAN AND NOTE ON SITE PLAN) 5. COMPLY WITH POSTING OF ROOM CAPACITY. FIRE CODE 2501.1, TITLE 24, SECTION 1002.3. (SUBJECT TO FIELD INSPECTION APPROVAL) 6. THE MAXIMUM OCCUPANT LOAD FOR AN ASSEMBLY USE SHALL NOT EXCEED THE OCCUPANT LOAD AS DETERMINED IN ACCORDANCE WITH TITLE 24, SECTION 1002.2, TABLE 10A. (NOTE ON SITE PLAN AND INCORPORATE CALCULATIONS ON PLANS) ACCESSIBLE ROUTE OF TRAVEL REQUIREMENTS A. COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (TITLE 24) AND LOCAL CODES AND ORDINANCES. B. MOUNT HAND ACTIVATED DOOR OPENING HARDWARE 30" TO 44" ABOVE THE FLOOR. IT SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE. C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. D. REQUIRED EXIT DOORWAYS, SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. 1117B.5 AND A.D.A. REQUIREMENTS. SEE INTERIOR ELEVATIONS ON SHT A -411 AND 412. E. MAXIMUM HEIGHT OF THRESHOLD SHALL BE 1/2 ". MAX. VERTICAL CHANGE AT EDGE SHALL BE 1/4" WITH A MAX. BEVEL OF 45 DEG. F. PROVIDE A 12" EQUILATERAL TRIANGLE (VERTEX POINTING UP) FOR MEN'S FACILITIES AND A 12" DIA. CIRCLE FOR WOMEN'S FACILITIES. THESE SYMBOLS BE OF CONTRASTING COLOR, 1/4" THICK, CONTAIN INTEGRAL BRAILLE SYMBOLS, AND MOUNTED PER C.B.0 SECTION 1117B.5 G. COMPLY WITH EXIT DOORWAYS' WIDTH AND HEIGHT REQUIREMENTS PER C.B.C. SECT. 1003.1.3 H. PROVIDE ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS WITH A MINIMUM OF ONE SPACE. J. DISABLED SITE ACCESS, PARKING, ETC. IS PROVIDED IN ACCORDANCE WITH A.D.A.A.G. AND ALL OTHER APPLICABLE CODES. K. PROVIDE ACCESSIBLE ROUTE OF TRAVEL,NOT TO EXCEED 4.5 %, TO SIDEWALK ALONG RIGHT -OF --WAY OR TO PUBLIC TRANSPORTATION WHERE SIDEWALK OR TRANSPORTATION IS EXISTING OR PLANNED. DO NOT PROVIDE ACCESSIBLE ROUTE OF TRAVEL WHERE SIDEWALK IS NOT EXISTING OR CURRENTLY PLANNED. SEE PLAN FOR PUBLIC ACCESSIBLE ROUTE OF TRAVEL, SHOWN SHADED. L CONCRETE WALKS SHALL BE 48" CLEAR, AND UNENCUMBERED BY LIGHT POLES, SIGNS, ETC. MAINTAIN MAX. CROSS SLOPE OF 1.5 %. M. A LEVEL LANDING OF 5' X 5' MIN., AND NOT TO EXCEED 1.5% SLOPE IN ANY DIRECTION IS REQUIRED IN FRONT OF ALL DOORS. N. LOCATE ACCESSIBLE RAMP AS CLOSE TO ENTRANCE DOORS AS POSSIBLE, PROVIDED THAT PROPER CLEARANCE AND LEVEL LANDINGS ARE MAINTAINED. P. ACCESSIBLE STALL SIZE SHALL BE A MINIMUM OF 9 FEET WIDE AND 18 FEET DEEP WITH AN ADJACENT 8 FEET WIDE ACCESS AISLE ON THE PASSENGER SIDE, OR AS REQUIRED BY LOCAL CODE. Q. PROVIDE ACCESSIBLE SIGNAGE PER A.D.A.A.G. REQUIREMENTS. R. FOR HANDICAP ACCESS, PROVIDE IN -LINE RAMPS WHEN POSSIBLE, SLOPING PARALLEL TO CURB AT 7% TO 7.5% EQUALLY ACCEPTABLE ARE SLOPED WALKS AT 4.5% OR LESS. HOWEVER, RAMPS WITH SLOPES OF 5% TO 6.5% MUST BE GROOVED ACROSS ENTIRE SURFACE, AND SO ARE NOT PREFERRED. S. LOCATE GREASE TRAP IN PARKING AREAS RATHER THAN IN DRIVE AISLE, BUT NEVER IN HANDICAP PARKING AREAS OR ROUTE OF TRAVEL. DO NOT LOCATE UTILITY PENETRATIONS ON HANDICAP PARKING STALLS OR ACCESSIBLE ROUTE OF TRAVEL. T. WHEN CURB AND GUTTER ARE INTERSECTED BY ACCESSIBLE ROUTE OF TRAVEL, PROVIDE FLARED GUTTER AT A MAX. 5% SLOPE. DRAINAGE SWALE SHALL BE FLARED TO ACHIEVE MAX. SLOPE OF 5% WHEN SWALE IS INTERSECTED BY ACCESSIBLE ROUTE OF TRAVEL. U. PROVIDE LEVEL LANDING AT BASE OF RAMP. MAINTAIN MAX. 1.5% CROSS SLOPE IN ANY DIRECTION. V. ACCESSIBLE PARKING AREA SHALL NOT EXCEED 1.5% SLOPE IN ANY DIRECTION. W. DESIGNATED ACCESSIBLE ROUTE OF TRAVEL SHALL HAVE A MAX. CROSS SLOPE OF 1.5%. X. DISABLED ENTRANCE SIGNS SHALL BE LOCATED AT EACH PARKING LOT ENTRANCE AND INCLUDE "TOWED VEHICLES MAY BE RECLAIMED AT TUKWILA COUNTY SHERIFF OR BY TELEPHONING ( ) - . LETTERS AND NUMBERS SHALL BE PERMANENT AND MEASURE A MINIMUM HEIGHT OF ONE INCH (1"). SITE PLAN KEY NOTES 080 LEGEND ACCESIBLE ROUTE OF TRAVEL RECEIVED CITY OF TUKWILA FEB 12 2008 FbKr I r CENTER FIRE DEPARTMENT REQUIREMENTS ACCESSIBILITY NOTES FLOOR PLAN GENERAL REQUIREMENTS PLANS: SIGNS: MEANS OF EGRESS: 1. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HIGH BY 3/4' STROKE BLOCK LETTERS ON A CONTRASTING ( C.C.R., TITLE 24, PART 2, CHAPTER 10 INC 1. PROVIDE i ADDRESS AT OR NEAR THE ENTRANCE OF THE BUILDING. BACKGROUND. SPACING BETWEEN SIGNS SHALL NOT EXCEED 100 FEET. INDICATE LOCATION OF EXIT SIGNS ON ARCHITECTURAL ` ) 2. MAXIMUM UPANT LOAD FOR THIS ASSEMBLY OCCUPANCY IS: PLANS. C.C.R. TITLE 24, PART 2, CHAPTER 10) 1. MEANS OF EGRESS MUST HAVE CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED PATH TO A PUBLIC WAY DINING EA 91 PERSONS. FINAL APPROVAL OF THE OCCUPANT LOAD IS CONTINGENT UPON FIELD INSPECTION AND 2. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 48" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY OBTAINING A 2 PROVIDE APPROVED LOW -LEVEL EXIT SIGNS IN ALL INTERIOR EXIT CORRIDORS. (TITLE 24, PART 2, CHAPTER 10 FIRE PERMIT TO OPERATE THAT PORTION OF THE PREMISES AS AN ASSEMBLY OCCUPANCY 10) 3. INDICATE H AND LOCATION OF AISLES AND CROSS-AISLES AND SEATING ARRANGEMENT ON PLANS FOR DINING AREA. 3. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE 3. EXIT PATHS OR WALKWAYS TO PUBUC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY SEATING SH ALL COMPLY WITH TITLE 19, C.C.R.; (USE 1/4 " =1' -0" SCALE) PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS OR OTHER APPROVED MEANS. FIRE PROTECTION EQUIPMENT: FOR DIVISION 5 PERMIT FOR THE INSTALLATION OF A HOOP IN TRIPUCATE FOR APPROVAL TO THE 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY 4. SUBMIT PLANS ENVIRONMENTAL UNIT (ENGINEERING), BUREAU OF FIRE PREVENTION AND PUBLIC SAFETY 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO HAZARDOUS AREA OR GROUP 11 OCCUPANCY ALL PORTIONS OF THE BUILDING ON EACH FLOOR; ALSO DURING CONSTRUCTION 5. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE CONSTRUCTION AND FIRE SEPARATIONS: 2. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A "K" RATING FOR KITCHEN. OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE TITLE 24, PART 2 CHAPTERS 3, 5, 6, & 7) 3. PROVIDE A PORTABLE ARE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A1OBC FOR ELECTRICAL ROOM, MECHANICAL 6. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS, 1. BUILDINGS HOUSING GROUP A AND E OCCUPANCIES SHALL FRONT DIRECTLY ON OR DISCHARGE TO A PUBLIC STREET NOT ROOM, OR PARKING GARAGE. FROM ANY GROUP A, E, OR I OCCUPANCY; AND FOR H 1, 2, 3, 6, 7, 8 OCCUPANCY AND SOUND STAGES. ONLY LESS THAN 1 FEET IN WIDTH PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHAL SHALL BE INSTALLED PANIC HARDWARE SHALL 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR HAVE THE ACTIVATING MEMBER MOUNTED AT A HEIGHT OF NOT LESS THAN 30" NOR MORE THAN 44' ABOVE THE CORRIDORS AND HALLWAYS: FINISHED FLOOR. LE 24, PART 2) 5. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM, AS NEEDED, TO BE APPROVED BY BUILDING AND SAFETY 1. DEAD-END HALLWAYS, CORRIDORS, PASSAGEWAYS, AND EXIT BALCONIES ARE LIMITED TO 20 FEET IN LENGTH. C.B.0 MECHANICAL PLAN CHECK PRIOR TO INSTALLATION AND FIRE 7. AISLES LEADING TO REQUIRED CORRIDORS AND EXITS SHALL HAVE A MINIMUM WIDTH OF 44'. SECTIONS 4.2.6 & 1005.3.4.6) 6. SUBMIT PLANS FOR DIVISION 5 PERMIT FOR THE INSTALLATION OF A HOOD IN TRIPUCATE FOR APPROVAL TO THE 8. MEANS OF EGRESS SHALL BE ILLUMINATED AT A MINIMUM INTENSITY OF 1 FOOT- CANDLE AT THE FLOOR LEVEL ENVIRONMENTAL UNIT (ENGINEERING), BUREAU OF FIRE PREVENTION AND PUBLIC SAFETY 9 . MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. INTERIOR INISHES AND FLAME RETARDANT: LE 24, PART 2, CHAPTER 8) FIRE ALARM: 1. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH TABLE 88 FIRE DEPARTMENT NOTES: 2. EXTEND OR MODIFY FIRE/LIFE SAFETY SYSTEM 1. PLANS FOR ANY AUTOMATIC SPRINKLER SYSTEM (INCLUDING TENANT IMPROVEMENT WORK), HOOD SUPPRESSION SYSTEM 2. INIERIOR WALL AND CEILING FINISHES FOR ASSEMBLY DINING AREA SHALL NOT EXCEED A FLAME- SPREAD CLASS 2 AND /OR ALARM SYSTEM, SHALL BE SUBMITTED WITH FEES TO VENTURA COUNTY FIRE DEPARTMENT FOR REVIEW AND SPECIAL HAZARDS: APPROVAL PRIOR TO INSTALLATION. 3. IN EVERY GROUP A, E, I, R -1 AND R -2 OCCUPANCIES, ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL INCLUDING CHRISTMAS TREES, THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD 9. PROVIDE DRAFT STOPS IN CONCEALED SPACES AS PER C.C.R., TITLE 24, PART 2, SECTION 708.3 2. PROVIDE SIDEWALL FIRE SPRINKLERS ALONG THE EXTERIOR WALL OF THE COVERED PATIO DINING AREA. NOTIFY SPRINKLER SHALL BE MADE FROM A NON FLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONTRACTOR OF THIS REQUIREMENT. CONDITION BY MEANS OF A FLAME- RETARDANT SOLUTION OR PROCESS APPROVED BY THE STATE FIRE MARSHALL. PER 10. CONSPICUOUSLY MARK GAS SHUT -OFF VALVE. (C.C.R., TITLE 19) CALIFORNIA CODE OF REGULATIONS 1111.E 19- DECORATIVE MATERIALS AND THE CAUFORNIA ARE CODE ARTICLE 11, 3. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED PRIOR TO THE FINAL INSPECTION FOR OCCUPANCY. A SECTION 1103.3.3. PROVIDE A CALIFORNIA STATE FIRE MARSHALL CERTIFICATE OF FLAME RETARDANT FOR ANY PRELIMINARY WALK - THROUGH INSPECTION IS RECOMMENDED. DECORATIVE MATERIALS PRIOR TO FINAL INSPECTIONS. SAMPLES MAY BE REQUIRED TO BE SUBMITTED TO VCFD FOR TESTING AND APPROVAL 4. MAXIMUM OCCUPANT LOAD SIGN SHALL BE POSTED AT DINING AND PA110. A. COMPLY WITH LATEST EDITION OF THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (TITLE 24) AND LOCAL CODES AND ORDINANCES. B. MOUNT HAND ACTIVATED DOOR OPENING HARDWARE 30" TO 44" ABOVE THE FLOOR. IT SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE. C. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. D. REQUIRED EXIT DOORWAYS, SHALL HAVE A MINIMUM 32' CLEAR OPENING WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. 11178.5 AND A.D.A. REQUIREMENTS. SEE INTERIOR ELEVATIONS ON SHT A -411 AND 412. E. MAXIMUM HEIGHT OF THRESHOLD SHALL BE 1/2 ". MAX. VERTICAL CHANGE AT EDGE SHALL BE 1/4" WITH A MAX. BEVEL OF 45 DEG. F. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C.B.C. SECT. 1003.1.3 G. PROVIDE ONE WHEELCHAIR SEATING SPACE FOR EACH 20 SEATS WITH A MINIMUM OF ONE SPACE. 1. DIMENSIONS SHOWN TO FACE OF INTERIOR WALLS ARE FACE OF STUD (F.O.S.), U.O.N. 2. INTERIOR WALLS SHALL BE 3 -5/8' 18 GA. METAL STUDS AT 16' O.C. W/ BATT INSULATION R -11 AND 5/8' WATER RESISTANT TYPE "X" GYPSUM BOARD ON BOTH SIDES U.O.N. 3. PROVIDE SOLID BLOCKING IN WALLS AS REQUIRED FOR REINFORCEMENT OF GRAB BARS, RESTROOM FIXTURES, KITCHEN EQUIPMENT AND FIXTURES. PLUMBING LINES, WALL BUMPERS, ETC. SEE INTERIOR ELEVATIONS, SHEET A -411, A -412 & KITCHEN EQUIPMENT ELEVATIONS FOR EQUIPMENT HEIGHTS & LOCATIONS. 4. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY 5. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. (2406.4): A. GLAZING WITHIN 48' OF DOORS At 18" FROM FINISHED FLOOR SHALL BE TEMPERED. B. INGRESS AND EGRESS DOORS C. PANELS IN SLIDING OR SWINGING DOORS D. IF WITHIN 2' -0" OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5-0" OF STANDING SURFACE. E. WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS HAN 60 INCHES ABOVE A WALKING SURFACE 6. POST OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN EXITS AT 6' -10' A.F.F. PER C.B.C. SECT. 1007.2.6. CAULK AROUND ALL SIDES. SIGN TO READ: "MAXIMUM OCCUPANCY LOAD CAPACITY: DINING AREA 111 PERSONS' 7. FINISH SURFACES SHALL HAW A FLAME SPREAD CLASSIFlCAI1ON OF CLASS II OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 At A SMOKE DENSITY RATING OF 450) 8. DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND /OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FORM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL FIRE MARSHAL 9. PROVIDE PORTABLE FIRE EXTINGUISHERS. INSTALL PER LOCAL FIRE MARSHAL 10. ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF LLUM NOT LESS THAN 1 FOOTCANDLE AT THE FLOOR LEVEL C.B.C. SECTION LLUM (REFER TO ELECTRICAL DRAWINGS) 11. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION PER C.B.C. SECTION 1003.2.8. (REFER TO ELECTRICAL DRAWINGS) 12. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED E XIT SIGNS C.B.C. SECTION 1003.2.8 AND 1003.2.9 (REFER TO ELECTRICAL DRAWINGS) 13. PROVIDE FIRE BLOCKING AT CONCEALED SPACE OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILING AND FLOOR LEVEL AND AT 10' -0" INTERVALS BOTH VERTICAL AND HORIZONTAL IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE TOP AND BOTTOM IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON - COMBUSTIBLE MATERIALS 14. PROVIDE DRAFT STOPS IN FLOOR- CEILING ASSEMBLIES SO THE AREA OF THE CONCEALED SPACE DOES THAT NOT EXCEED 1,000 SQ. FT. AND SO THAT THE HORIZONTAL DIMENSION BETWEEN STOPS DOES NOT EXCEED 60 FEET. DRAFTS STOPS SHALL BE PROVIDED IN ATTIC, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FORM WALLS AND SIMILAR CONCEALED SPACES OF BUILDINGS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 3,000 SQ. FT. AND THE GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FEET. 15. WEATHERSTRIP EXTERIOR DOORS. SEAL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THRU BUILDING ENVELOPE USING SEALANTS & CAULKING. ADDITIONALLY, PROVIDE FOAM INSULATION IN & AROUND WINDOW DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS EXTERIOR WALL OPENINGS/PENETRATIONS. 16. SET FLOOR SINKS, FLOOR HINGES AND FLOOR DRAINS FLUSH WITH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. NOTIFY THE ARCHITECT IF FLOOR SINKS ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL SEE FLOOR PLAN AND SCHEDULE FOR FLOOR MATERIALS. 17 VERIFY LOCATION OF FLOOR SINKS AND FLOOR DRAINS WITH F.S.E. DRAVNNGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 18. VERIFY LOCATIONS OF EQUIPMENT CURBS, DEPRESSIONS, BLOCK -OUTS AND SPECIAL CONCRETE FINISHES WITH F.S.E. DWGS. 19. CONCRETE SLAB FINISH AT 11LE PAVERS AND OTHER SIMILAR FLOORING MATERIALS SHALL RECEIVE A FINE FLOAT FINISH, SEE DRAWINGS FOR LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL INSTRUCTIONS. 20. REFER TO HOOD DWGS FOR SIZE & LOCATION OF EXHAUST HOOD SAND EXHAUST DUCT SHAFTS. 21. VERIFY GAS METER LOCATION, AND INSTALL APPROVED SEISMIC GAS SHUT OFF VALVE ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE U11UlY METER .RIGIDLY CONNECT IT TO THE EXTERIOR OF THE BUILDING CONTAINING THE FUEL GAS PIPING. A SEPARATE PLUMBING PERMIT IS REQUIRED. 22. SLOPE FLOORS IN POT WASH, PREP AND COOKING AREAS TO FLOOR DRAINS. FLOOR DRAINS SHALL BE SET 3/4" BELOW FINISH ELEVATIONS. 23. ENCLOSED PORTIONS OF GROUP A, B & M OCCUPANCIES SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE TOTAL FLOOR AREA OR SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CU. FT. PER MINUTE OF OUTSIDE AIR PER OCCUPANT IN ALL PORTIONS OF THE BUILDING DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF THE AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTERBE PLACED MORE THAN 8 FEET ABOVE SHALL THE FLOOR DIRECTLY BENEATH THE REGISTER. C.B.C. SECTION 1202.2.1 24. STRAP WATER HEATER TO RESIST HORIZ. DISPLACEMENTS PER C.P.C. 510.5 25. FOR WALL TYPES DETAIL REFER TO SHEET 1/A -703 26. SURFACE OF FLOORS SHALL BE SUP RESISTANT. WHEN TESTED IN ACCORDANCE 'NTH ASTM C10289 TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE INSTALLATION OF THE FLOOR COVERING, A WRITTEN STATEMENT FROM THE FLOORING MANUFACTURER MUST BE SUBMITTED TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SUP RESISTANCE. 27. STEEL FABRICATORS SHALL BE CERTIFIED BY THE CITY OF TUKWILA OR ICC. ALL SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE CITY TUKWILA. ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31ba REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -1O1 1<<<<< KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3405 JAN ISSUE REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON 2 9 2008 HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31va 1 Lo•o I •z 1 I 1 12.26.07 s0'RZ I. 0 I 11!11,In1111m11 .��It;►:u ES;i1!'llllll Ill 111 - - ST • �•�•• 111111111111111 2 1 2351 •, ��t� j � , � I ` ],.I,_11 1NIm11 111111 \II 111111 PAYLESS SHOES 121651 - - 30$5 WEAR warn!! III .1111�.111111 ONTO L1 1 239 I' 232 SALON T MOBILE FOREVER 21 2145 11 1 1 1 1 , 0 1 1 P. R 1 y 111111 %! min -i ELEC. pm �, AEROPOSTALE 2107 2 01 AERIE 121201 HOT TOPIC 2125 - 1 11 - BOUTIQUE 2160 ,; ,. 1 , ` = o 0 DELIA*S GAME SHOP 2105 y� CLAIRE'S SUNGLASS HUT 1 tr8 . TANNING JUST SPORT F,Y,E 2110 ZUMIEZ 2190 2185 h 2170 KIDS PLATFORM UP TO L3 231 DN TO L1 o - 2155 1 203 1 \ v` r, 2150 � \ , . DN TO L1 WET SEAL. 1 � HEM DAI50 RAVE 12130 2100 2115 000 2012 1 230 1 `' 6; i r] 1 1_20001 zoos i lli _ MASSAGE ENVY VACANT KIDS PLATFORM o `' O ° , U APPAREL VACANT • 240 = 2230 L22201 2210 12200) 7..s ' L� I 00 O 1 ► "" - h w 1 I BORDERS A -102 - , , » " I = 0 X 122301 % BOUTIQUE THAI GO e""` � ter\ O O FUTURE SHARKY' JOURNEY'S .... , S UP 204 RED MANGO NCR2 FC16 I FC -2 i. 1 ' OVERALL FLOOR PLAN NOTES 1575 2310 2305 I TO 1st LVL �__ ��\• ppl DN L 1 D FC15 , - t;;; 0 b Nor 0 SO 219 � I I I +- S ARKU • lill�l CHICKEN NOW FC11 O ■ DN TO L1 = = 1 2� 1 ` O I Tialii l A1 O ■II PANDA EXPRESS ■ _ _� =_ II I TRAY WASH 1 STO. I STOP.. STOP.. %e .71 STAIR • t iWi1i!i'iftT h TAIR 3 S8ARR0 I\ 5218 S217 I I \ 5216 15201 FC10 1 22® , STOP. I STOP. ! s2 1 i • 1 S203 212 1 1 ELEV �s 1 •� . 'A • UP TO L3 ELV STOP.. • I 11 1 213 1 , S:F SOUPCU; fir c = .. ` 152021 3 I STOP. STOP. 25 SZ25 I. TO L3 1 217 1 I� Il. STOP.. 1ST- 201 C 1 CI III i i 1 1 1111111U11 11 \ 9 _ 9• , - . - I CA 2221 STOP. � L 5221 4 5224 5204 STORAGE KELLY'S CAJUN STAIR 8 IV STOR. +TOR. •I CRISP 218 1FC-91 S205 5212 1 215 1 \ DAPHNE'S GREEK 0 1 FC51 .STOP. FSZQs1 .... ,2222 I STOP. 207 O � SPECIALTY'S CAFE STORAG STORAGE - IQII�I =�_= s21i TRASH - _ - _ 214 1 208 1 225 - - -- - - -- r0 1 SUBWAY FC7 /'' r • 224 4 = - 1 REST MEN'S ;QOM = III �- _ _ _- - - - FAMILY ROOM � OMEN'S ROOM 1 I lilil 227 , O o NORTH PLAN 0 4 OVERALL FLOOR WALL LEGEND E7 211752` A NEW STEEL STUD WALL (SEE FLOOR PLAN REQUIREMENTS) I I NEW PARTIAL HGT. WALL © 3' -2" A.F.F. RECEIVED I ' CITY OF TUI J1 LA 1 1 EXISTING ONE HOUR FIRE RATED DEMISING WALL FEB Z ZOOS pI+E�Ert�ETER K .° 1 SCALE: 1 "= 30' -0" SYMBOL LEGEND EXIT EXIT SIGN - CONFORMING TO C.B.0 REQUIREMENTS, SECTION 1003.2.8.2 A. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. B. LOCATE EXIT SIGNS AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES C.B.C. 1003.2.8.5 NOISIA3a ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31ba REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -1O1 1<<<<< KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3405 JAN ISSUE REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON 2 9 2008 NOISIA3a ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31ba REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -1O1 1<<<<< << ISSUE PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31va 1 Lo•o I •z 1 I 1 12.26.07 s0'RZ I. 0 I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: OVERALL FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A -1O1 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - Y I 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A-1O2 KENN BUTTS A.I.A. / Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 PLAN CHECK SUBMITTAL REGISTERED ARCHITECT Ate.• 6 KENNETH L. BUTTS STATE OF WASHINGTON AN 2 9 2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A-1O2 1<<<<<<<<< 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31V° LO'OLZI.I L0'9Z'Z L I 90 L 0 I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: -- REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 101.DWG SHEET TITLE: FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: A-1O2 19 EATING AREA WALK -IN REFRIG WALK -IN FREEZER 01 FLOOR PLAN - SPACE FC -1 SCALE: 1/2"=1'-0" 20 NORTH 100 CONSTRUCTION GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES OF AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 2. ALL BUILDING FACILITIES AND CONDITIONS, BOTH INTERIOR AND EXTERIOR, SHALL BE COMPUANT WITH THE AMERICANS WITH DISABILITIES ACT (A.D.A.) FOR ALTERATIONS, FACTORY MUTUAL STANDARDS, UNDERWRITERS LABS, AND ALL FEDERAL, STATE AND LOCAL CODES. 3. ESTABLISH AND MAINTAIN PROJECT SAFETY DURING CONSTRUCTION TO PROTECT PERSONNEL, TENANTS AND BUILDING OCCUPANTS. REQUIREMENTS INCLUDE, BUT SHALL NOT BE LIMITED TO 0.S.H.A PART 1926 LATEST EDITION. 4. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IF CONFLICT OCCURS, CONTACT RS HERMAN ARCHITECTS. 5. GENERAL CONTRACTORS SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS AND CHARACTERISTIC OF ALL WORK AND EQUIPMENT (WHETHER SUPPLIED BY THE OWNER OR OTHERS) WITH THE SUPPLIER OR MANUFACTURER PRIOR TO THE START OF RELATED WORK. 6. ANY VARIATION FROM INDICATED DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF RS HERMAN ARCHITECTS. THE WORK IN THE PROBLEM AREA SHALL NOT PROCEED UNTIL APPROVAL BY RS HERMAN. 7. NO CHANGES TO BE MADE WITHOUT APPROVAL OF OWNER OR RS HERMAN ARCHITECTS. 8. ALL DOOR HARDWARE SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE WITH BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DELIVERED TO TENANT, PROPERLY TESTED AND /OR TAGGED. THE QUANTITY OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH BUILDING MANAGEMENT. 9. PROVIDE BRACING, BLOCKING AND /OR STRUCTURE AS REQUIRED TO FACILITATE INSTALLATION OF ALL WALL AND MILLWORK MOUNTED EQUIPMENT, IN NEW AND EXISTING WALLS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUPPORT REQUIRED TO MAINTAIN THE INTEGRITY OF THE WALL AND THE SECURITY OF THE EQUIPMENT. 10. ALL WOOD BLOCKING SHALL BE FIRE RETARD ANT TREATED. PROVIDE WOOD BLOCKING IN ALL STUD WALLS AT MILLWORK AND SPECIAL ITEM ANCHORING POINTS. WOOD BLOCKING SHALL BE MOISTURE TREATED IF LOCATED IN DAMP LOCATIONS OR ADJACENT TO CONCRETE OR MASONRY CONSTRUCTION. IF WOOD BLOCKING IS NOT PERMITTED BY CODE, THEN METAL STRIPS SHALL BE USED. 11. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR FIELD DIMENSIONS OF ALL MILLWORK, GLASS, DOOR OPENINGS AND OTHER STRUCTURES PRIOR TO COMMENCEMENT OF FABRICATION. 12. ALL WORK SHALL CONFORM IN QUALITY TO ACCEPTED INDUSTRY STANDARDS. ALL MILLWORK SHALL CONFORM TO A.W.I CUSTOM GRADE STANDARDS, UNLESS OTHERWISE NOTED. 13. THE MATERIALS USED FOR CONSTRUCTION OF SPACE SHALL NOT CONTAIN ASBESTOS, P.C.B. OR ANY HAZARDOUS MATERIALS OF ANY TYPE 14. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC. SHALL NOT BE VISIBLE OT THE PUBLIC. 15. ALL WALLS TO BE LAID OUT AT 90 DEGREE ANGLES, UNLESS OTHERWISE NOTED. 16. A MAXIMUM OF )¢" SHALL OCCUR AT THE INTERSECTION OF ALL GYP. BD. ON WALLS AND SLAB OT MAINTAIN ADEQUATED SUPPORT BACKING FOR BASE. 17. ALL DOOR FRAME (HINGE SIDE) TO BE 4" FROM ADJACENT PERPENDICULAR PARTITIONS, UNLESS OTHERWISE NOTED. 18. ALL PENETRATIONS OF FIRE WALLS BY PIPING, CONDUIT AND SIMILAR COMPONENTS SHALL BE FIRE STOPPED WITH U.L THROUGH PENETRATION FIRESTOP SYSTEM AS LISTED IN THE CURRENT EDITION OF UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY. ANY NEW PENETRATIONS SHALL COMPLY WITH THESE STANDARDS. VERIFY TYPE AND SIZE OF PENETRATING ITEMS AND INFORM RS HERMAN ARCHITECTS IF FIELD CONDITIONS INDICATE THE NEED FOR A DIFFERENT AND MORE APPROPRIATE SYSTEM. 19. PROVIDE AS BUILT' DRAWINGS WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION COMPLETION. 20. SCOPE OF WORK OF ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO TOTALLY COMPLETE THE PROJECT FORM INTERFACE WITH EXISTING CONSTRUCTION THROUGH CONFIGURATION AS INDICATED IN DOCUMENTS SUBMITTED. ALL FINISH WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED IN THE ATTACHED DOCUMENTS. FLOOR PLAN NOTES 0 1. COORDINATE WORK WITH THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR (F.S.E.C.) . 2. SEE KITCHEN DRAWING SCHEDULE FOR ITEMS FURNISHED BY OTHERS & INSTALLED BY GENERAL CONTRACTOR. TENANT WITH LARGE OR HEAVY EQUIPMENT EXCEEDUBG 100 P.S.F. MUST SUBMIT SPEC SHEETS AND LOCATION(S) TO WESTFIELD'S PROJECT MANAGER TO SEE IF ADDITIONAL SUPPORT IS REQUIRED BY TENANT. ANY SUBSEQUANT ADDITIONS WILL BE BY TENANT AT TENANT'S EXPENSE. 3. ALL P.O.S. STATIONS TO FACE FORWARD AND LOCATED AS SHOWN. 4. EXISTING FIRE HOSE CABINET. NEW WRAP GLASS PANELS FINISH AROUND CABINET. SEE SHEET 00 /A -412. 5. ALL TENANT EXIST OR SERVICE DOORS USED TO ACCESS FIRE EXIT CORRIDORS MUST BE ONE (1) HOUR RATED INCLUDING DOOR AND ITS ASSEMBLIES. 6. GENERAL CONTRACTOR TO PAINT CORRIDOR TO MATCH MALL SERVICE CORRIDOR. 7. INSTALL DOOR BELL AT 3' -6" A.F.F. 8. WALL TO BE ONE (1) HOUR FULL HEIGHT GYPSUM BOARD TO DECK ABOVE. 9. DOOR SIGNAGE NAME AND SPACE NUMBER: 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLES LETTERS, ON READ BACKGROUND MOUNTED 5' -0" A.F.F., CENTER ON DOOR. 10. CORIAN FINISH TO WRAP AROUND RECONFIGURED END WALL CONDITION. 11. COLD WATER, ROUGH -IN AND CONNECTION. REFER TO KITCHEN DRAWINGS FOR LOCATION. WALL LEGEND M57 " 777 NEW STEEL STUD WALL (SEE FLOOR PLAN REQUIREMENTS) NEW PARTIAL HGT. WALL © 3' -2" A.F.F. EXISTING ONE HOUR FIRE RATED DEMISING WALL NI-NI- ONE (1) HOUR DEMISING WALL LEASING LINE SYMBOL LEGEND EXIT EXIT SIGN - CONFORMING TO C.B.0 REQUIREMENTS, SECTION 1003.2.8.2 A. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. B. LOCATE EXIT SIGNS AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES C.B.C. 1003.2.8.5 KEY PLAN SCALE: NOT TO SCALE WORK OF SCOPE a A M : R ',rii�l���►�� OF TL'K`b'ILN '1 "EB 12 2008 R �- PtHIVI1 T GEN TER REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR: DESIGNED BY: - DRAWN BY: -- l REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK PLAN SCALE: AS NOTED SHEET NUMBER: A--103 r<<<<<<<< KENN BUTTS M.A. / Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT K -" E1 H L. BUTTS STATE OF WASHINGTON r REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: -- 31Va REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK PLAN SCALE: AS NOTED SHEET NUMBER: A--103 r<<<<<<<< ISSUE PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31Va L0'01.7 I I 1 12.26.07 01.28.08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: -- CHECKED BY: - REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 103.DWG SHEET TITLE: ENLARGED MILLWORK PLAN SCALE: AS NOTED SHEET NUMBER: A--103 6 EQ. CABINET DOORS 02 fl SEATING AREA 111 DISPLAY AREA 110 01 ENLARGED MILLWORK PLAN SCALE: 3/4 " =1' -0" / A -412 FLOOR PLAN NOTES 0 1. SOLID SURFACE COUNTER TOP AT 3' -6" A.F.F. (S -1). 2 P.O.S. AREA 109 AND DISPLAY AREA 110 SOLID SURFACE COUNTER TOP AT 2' -10" A.F.F. (S -1). 3. FIXED COUNTER STOOLS. 4. TOP OF LANDLORD NEUTRAL PIER AT 2' -6" A.F.F. AND MAY NOT BE ALTERED. 5. P.O.S SYSTEM RECESSED INTO COUNTER. PROVIDE BY OTHERS. 6. UNDERCOUNTER TRAY STORAGE. 7. UNDERCOUNTER STORAGE FOR STRAWS, NAPKINS, CUPS, PLASTIC WARES, CONDIMENTS AND OTHER SERVICE ITEMS. 8. UNDERCOUNTER MILLWORK DOORS, SHELVES AND SUPPORTS.. 9. 2 BLACK ROUND GROMMET. 10. STAINLESS STEEL FINISH ON FIXED SHELF AND COUNTER TOP. 11. SOLID SURFACE ON COUNTERTOP AT 2' -10* A.F.F. 12. 6 *0 CUTOUTS OPENING FOR TRASH BEND BELOW. 13. COUTOUTS FOR SODA MACHINE - V.I.F. # UvS oho RECEIVED CITY OF TLIKW LA FEB 12 2008 PEHIViIT CENTER REVISION 1 J ., ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION L_I_J ISSUED FOR: DESIGNED BY: - DRAWN BY: - MVO REVIEWED BY: 2600 SOUTHCENTER MALL, SPACE # 1 TUKWILA, WASHINGTON JOB NUMBER: 07935 FILE #: A- 104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED I I 1<<<<<<<<< KENN BUTTS / 3fiSSI A.I.A. HEALTH DEPARTMENT SUBMITTAL Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED r { ARCH TECT KENNETH L. BUTTS STATE OF WASHINGTON REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - MVO REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A -104 1<<<<<<<<< 3fiSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL iiva I L0'0 v L I 1 12.26.07 1 01.28.08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 104.DWG SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS NOTED SHEET NUMBER: A -104 01 REFLECTED CEILING PLAN SCALE: 1/2"=1'-0" PO 84 OSO REFLECTED CEILING PLAN GENERAL REQUIREMENTS 1. CEILING HEIGHTS SHOWN ARE FROM TOP OF FINISH FLOOR. 2. PAINT HVAC DIFFUSERS & GRILLES, LIGHT FIXTURE TRIMS, ETC. IN PUBLIC AREAS TO MATCH ADJACENT CEIUNG FINISH. 3. SUSPENDED CEILINGS SHALL COMPLY WITH 2006 I.B.C. TABLE 25 —A AND 16 -0 4. LATERAL FORCE BRACING FOR SUSPENDED ACOUSTIC TILE CEILING: PROVIDE (4) #12 GAUGE WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' -0" 0.C. IN BOTH DIRECTIONS WITH FIRST POINT WITHIN 2' -0" OF EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. SEE DETAILS 5. PROVIDE (2) #12 GAUGE SUSPENSION WIRES FOR LIGHT FIXTURES IN ACOUSTIC TILE CEILING AREAS 6. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION ON LIGHT FIXTURES. 7. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL SYMBOLS 8. INSTALL LIGHTING FIXTURES AND AIR DIFFUSERS IN ACCORDANCE WITH 2006 C.B.C. SECTION 4702 AND GUIDELINES STANDARDS AS FOLLOWS: A. UGHT FIXTURES AND AIR DIFFUSERS WEIGHING MORE THAN 20 POUNDS BUT LESS THAN 56 POUNDS SHALL HAVE TWO NO. 12 GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. LIGHT FIXTURES AND AIR DIFFUSERS WEIGHING 56 POUNDS OR MORE SHALL BE B. SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. CONNECTION OF LIGHT FIXTURES AND AIR DIFFUSERS TO THE CEILING SYSTEM C. SHALL BE DESIGNED FOR A LATERAL FORCE OF 100 PERCENT OF THE WEIGHT OF THE FIXTURES IN ADDITION TO THE PRESCRIBED VERTICAL LOADING. 10. CEILING MATERIAL FRAME SPREAD INDEX, C.B.C. SECTION 4202(A) TABLE 42 —A: CLASS 111, 76 -200 FLAME SPREAD INDEX. CEIUNG MATERIAL SMOKE DENSITY, C.B.C. SEC. 4202(B): 450 MAXIMUM TESTED ACCORDING TO C.B.C. STD. 42 -1 11. REFER TO HOOD DRAWINGS FOR EXACT SIZE & LOCATION OF EXHAUST HOODS AND EXHAUST DUCT SHAPES. 12. WORK SHALL COMPLY WITH 2006 IBC ELECTRICAL CODE AND WASHINGTON STATE ENERGY CODE REQUIREMENTS 13. IT IS THE CONTRACTOR'S RESPONSIBLITY TO SURVEY ALL EXISTING ABOVE CEIUNG CONDITIONS DURING THE BID PHASE AND NOTIFY RS HERMAN ARCHITECTS OF ANY CONFLICTS THAT WOULD PERVENT THIS DESIGN FROM BEING BUILT. THIS INCLUDES, BUT IS NOT LIMITED TO SPRINKLERS PIPES, DUCTWORK, AND STRUCTURE. 14. COLOR OF ALL COVERPLATES, DEVICES AND SWITCHES TO BE WHITE. REFLECTED CEILING PLAN KEYNOTES O 1. SUSPENDED 2'- 0 "x2' -0" ACOUSTICAL TILE AND CRID AT 10' -0" A.F.F. U.N.O. 2. KITCHEN EXHAUST HOOD SEE DETAIL 17/A -701 ALSO SEE KITCHEN DWG. ON SHT. K -6.01 FOR DETAILS. 3. TENANT CEILING WRAP ELEMENT TO END AT LEASE LINE AS SHOWN. 4. SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINTED TO MATCH THE ADJACENT CEILING FURRDOWN. NO EXCEPTIONS. 5. SUPPLY /RETURN AIR GRILLS TO MATCH THE ADJACENT CEILING FURRDOWN. 6. CEILING WRAP ELEMENT TO RETURN TO FLOOR FROM BULKHEAD, FINISH WITH CORIAN — GREY PEWTER (PL —__). SEE SHEET 01/A-412. 7. BOTTOM OF EXISTING LANDLORD BULKHEAD AT ±12' -6" A.F.F. 8. 24X 23.38" TRANSFORMER ® 11' -6" A.F.F SECURE TO PARKING DECK ABOVE. LOCATION TO BE VERIFY IN FIELD. SYMBOL LEGEND EXIT EXIT SIGN - CONFORMING TO I.B.0 REQUIREMENTS, SECTION 1003.2.8.2 A. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. B. LOCATE EXIT SIGNS AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN C. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES C.B.C. 1003.2.8.5 REFLECTED CEILING A. ALL CEILING SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS (NOT FROM DECK ABOVE). B. LAY —IN ACOUSTICAL TILES CEILING MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENTS OF .60 — .70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODES, CLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. C. ALL SUPPLY AND RETURN GRILLES IN FORWARD SEWNG AREA TO BE PAINTED TO MATCH CEILING. D. ALL SPRINKLER HEADS IN THE FORWARD SEWNG AREA ARE TO BE FULLY RECESSED AND CONCEALED POP OF COVER TYPE. PAINT TO MATCH CEILING. X r 0 LIGHTING SCHEDULE A. ALL LIGHTING IN FORWARD SELUNG AREA MUST BE INCANDESCENT WITH LOW IRON TEMPERED GLASS SAFETY LENS PER FOOD PREPARATION AND LOCAL CODDS, ON SEPARATE CIRCUIT AND ON SEVEN (7) DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. EOQ CANDEL LEVEL AT COUNTER HEIGHT MUST BE 50 FC. AVERAGE MAINTAINED. CITY OF TUi. N! ALA B. ALL STOREFRONT UGHTING MUST BE ON A SEPARATED CIRCUIT. FEB 1 2 2008 C. EMERGENCY LIGHTING MUST BE FULLY RECESSED IN THE SELLING AREAS. NO 'SURFACE I E' MOUNTED TYPE IS ALLOWED. TYPE/ SYMBOL 0 0 I>C1 0 A O a GYPSUM BOARD CEILING OR FURRDOWN 24" x 24" ACOUSTICAL CEILING TILE AND GRID SUPPLY AIR DIFFUSER RETURN AIR GRILLE SUPPLY /RETURN AIR LINEAR GRILLE SPRINKLER HEADS MUST BE FULLY RECESSED AND PAINT TO MATCH THE ADJACENT CEILING IN FRONT OF HOUSE (SALES) AREAS RECESSED SPEAKER CATALOG NO. RUUD UGHTING RG2X4 SERIES ENCORE LIGHTING, EMR MIRAGE SERIES RUUD UGHTING RG2X4 SERIES RUUD LIGHTING — T2 SERIES WITH TFB3RS SERIES RUUD LIGHTING R7R SERIES RUUD LIGHTING R7FR SERIES AP LIGHTING PE -0B415 WITH WHITE CORD DISCRIPTION RG SERIES 2'- 0 "X4' —O" 120 -277V RECESSED EMERGENCY UGHT FIXTURE EMR /12V /150WATT RG SERIES 2'- 0 "X4' -0" — 120-277V EMERGANCY BALLAST EM1 TWO— CIRCUIT TRACK WITH FLAT BACK TRACK UGHT FIXTURE TFB3RS 150WATT CO INCANDESCENT LIGHTING 6 "0 FLOURESCENT LIGHTING 'SCHOOL HOUSE' PENDANT DECO PENDANT MOUNTED FIXTURE I NOISIA311 (/) r, ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: 2600 SOUTHCENTER MALL, SPACE # 1 TUKWILA, WASHINGTON JOB NUMBER: 07935 FILE #: A- 105.DWG SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A -105 I I 1<«««« KENN / L,J PERLIMINARY DRAWINGS SUBMITTAL BUTTS PLAN CHECK SUBMITTAL A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT KE N H L- BUM '- STATE GF (WASHINGTON N 2 g 2000 I NOISIA311 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 105.DWG SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A -105 1<«««« ISSUE PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31da I 1 12.10.07 L0'9Z'Z l 20'21'1.01 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 105.DWG SHEET TITLE: FLOOR AND WALL FINISH PLAN SCALE: AS NOTED SHEET NUMBER: A -105 r otti," t%%% omp••■••• 1 % % ■ � _...�.Ir ∎�+ � ,■■ ■■■ ���� ■■, ■ ■■■■ K lie j ammilmik I ■ ■ ■ ■■■■■ ■ ■■1;�M•■■ I■■■■■■■■ ■■■I'' `m' agai ■ ■�I Gi■1 ■■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■ "MI 1 rj •••••••••••• ■ ■ ■ ■I ■ ■■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ •••116M219111 ■■■■ ■■■■ ■ ■ ■■ ■ ■ ■ ■1■ ■■!■11 i■ ■�iu� i ■ ■uN �i�■ E i ■��iiii °iii mmiiiMMEMMEN =EMMEN =EMMEN v ■ ■v■ v ■ ■vv■ =MENNE= uuuo■ =MENNEN MENEM= ■■ ■■ova v ■ ■v EMMEN= =MENNEN. =MENEM MENNEN= EMMEN= 1% I%*** 1 , , i -_ _ _,- - / r ,i- -" ....inimilTmma , _ laliga Nomm <dolliummillannumma I■■■■■ _ ■ ■ ■ ■ ■■ i ■■■■■ _ ■ ■ ■ ■ ■■ :■■■■■ _■■■■■ Nom i CIIIIImimmummiiiiiii ° ■■ ■ ■■ K====I =NT • Iiilli\ 41....1 AN �I I� ■ ■ ■ ■ ■■■ ■ ■ ■ ■■ ■■■■■ ■■■■■■■ ■ ■ ■ ■■■■■■■ ■■ 1%*** •••••■■ ••••• •■ •■■■ ••••■■ • •••• ••••• •• • ■ ■ ■■ ■■ ■ ■ ■■ 1%%*** •••■ •••••• O ■■■ ■■■ ■■■■ ■■ ■■■ ■ ■ ■ ■ ■■■■■■■■■■ _■■■■■■■■■ 1_ � •••■■ ••••• - ■ ■ ■ ■ ■ ■ ■ ■■ •••=••••• �■■■■■■■■■- ...uI_..... ■■■ •••••• __■■■■■■■■■ ■■■■ ■ ■■ ■ ■ ••■■ •••••• ■■■■■■■■■- ■■■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■J I♦ I 1 MIMI 1 I 1 0 1 FLOOR AND WALL FINISH PLAN SCALE: 1/2"=1'-0" NORTH TILE LEGEND 2X2 - DELTILE D317 WHITE 1X2 - DELTILE D014 LIGHT GRAY 1X1 - DELTILE D341 GREEN SEA CUSTOM TILE PATTERN SCALE: 3" =1' -0" FLOOR FINISH PLAN GENERAL REQUIREMENTS 1. ASSEMBLE TABLES AND BASES 2. SEE INTERIOR ELEVATIONS, SHEET A -411, A -412 & KITCHEN EQUIPMENT ELEVATIONS FOR EQUIPMENT HEIGHTS & LOCATIONS. 3. CAULK BETWEEN FLOOR AND BASE WITH CLEAR SIUCON SEALANT. 4. INSTALL 4 RUBBER BASE BETWEEN SERVING LINE CABINETS. 5. FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF CLASS II OR HIGHER (FLAME SPREAD INDEX 76 THRU 200 & A SMOKE DENSITY RATING OF 450) 6. DRAPES, CURTAINS & DECORATIVE MATERIAL PROVIDED AND /OR INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS APPROVED BY THE LOCAL FIRE MARSHALL. 7. INSTALL 4" RUBBER BASE ON CABINETS. 8. REFER TO PLUMBING AND KITCHEN DRAWINGS FOR FLOOR DRAINS AND FLOOR SINKS. 9. WEATHERSTRIP EXTERIOR DOORS. SEAL EXTERIOR JOINTS AROUND DOOR FRAMES & WINDOWS & AT ALL PENETRATIONS THRU BUILDING ENVELOPE USING SEALANTS & CAULKING. ADDITIONALLY, PROVIDE FOAM INSULATION IN & AROUND WINDOW DOOR FRAMES WHERE METAL MEETS WOOD FRAMING PLUS EXTERIOR WALL OPENINGS /PENETRATIONS. 10. SET FLOOR SINKS, FLOOR HINGES AND FLOOR DRAINS FLUSH WITH FINISH FLOOR UNLESS OTHERWISE NOTED. SET FLOOR SINKS IN ACCORDANCE WITH THE LOCAL GOVERNING AGENCIES. NOTIFY THE ARCHITECT IF FLOOR SINKS ARE REQUIRED TO BE INSTALLED ABOVE FLOOR LEVEL SEE FLOOR PLAN AND SCHEDULE FOR FLOOR MATERIALS. 11. VERIFY LOCATION OF FLOOR SINKS AND FLOOR DRAINS WITH F.S.E. DRAWINGS AND PLUMBING DRAWINGS PRIOR TO INSTALLATION. 12. VERIFY LOCATIONS OF EQUIPMENT CURBS, DEPRESSIONS, BLOCK —OUTS AND SPECIAL CONCRETE FINISHES WITH F.S.E. DWGS. 13. CONCRETE SLAB FINISH AT TILE PAVERS AND OTHER SIMILAR FLOORING MATERIALS SHALL RECEIVE A FINE FLOAT FINISH, SEE DRAWINGS FOR LOCATIONS. SEE SPECIFICATIONS FOR ANY SPECIAL INSTRUCTIONS. 14. SLOPE FLOORS IN POT WASH, PREP AND COOKING AREAS TO FLOOR DRAINS. SET FLOOR DRAINS 3/4" BELOW FLOOR FINISH ELEVATION. 15. SEE WALL FINISH LEGEND FOR DETAILS 16. SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM C1028B TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE INSTALLATION OF THE FLOOR COVERING, A WRITTEN STATEMENT FROM THE FLOORING MANUFACTURER MUST BE SUBMITTED TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE. 17. APPROVED ABRASIVE FLOORING SHALL BE RESTRICTED TO TRAFFIC AREAS ONLY. FLOORING UNDER EQUIPMENT, INCLUDING SHELVING, AND AT THE FLOOR /WALL JUNCTURE SHALL BE COMPLETELY SMOOTH 18. CONTINUE FLOORING MATERIAL UP THE WALL FOR A MINIMUM OF SIX INCHES (6 " ) WITH A MINIMUM 3/8 INCH RADIUS AT THE FLOOR /WALL JUNCTURE. STATIONARY EQUIPMENT MAY BE SEALED ON A 4 —INCH HIGH 3/8 --INCH RADIUS CONCRETE CURB OR COVED IN— POSITION ON THE FLOOR. 19. ALL PAINTED PARTITIONS SHALL RECEIVE TWO COATS WASH AND WEAR LATEX PAINT OVER PRIMER. CAULK ALL JOINTS PRIOR TO PAINTING. 20. TOUCH UP OR REPAINT AFTER COMPLETION OF CONSTRUCTION OF TENANT LEASE SPACE TO A FINISH ACCEPTABLE TO TENANT OR RS HERMAN ARCHITECTS. 21. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES SHALL RECEIVE FINISHES AS INDICATED UNLESS SPECIFICALLY NOTED OTHERWISE. REFERENCE ELEVATIONS, REFLECTED CEILING PLANS, AND DETAILS. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC SCHEDULED FINISH OR ARE NOT SCHEDULED TO REMAIN UNFINISHED, SHALL BE BROUGHT TO THE ATTENTION OF RS HERMAN ARCHITECTS AND FINISHED PER RS HERMAN ARCHITECTS DIRECTION. 22. SCRIBE ALL FINISHED MILLWORK TO WALLS, PARTITIONS AND CEILINGS. PROVIDE SCRIBE MOULDING TO FINISH ALL MILLWORK TO WALLS, PARTITION AND CEILINGS. 23. ALL RESILIENT TILE TRANSITIONS SHALL OCCUR WITH RESILIENT TRANSITION STRIP TO MATCH RESILIENT BASE. ALL RESILIENT TILE TRANSITION AT DOORS SHALL OCCUR AT THE CENTERLINE OF THE DOOR WITH RESILIENT TRANSITION STRIP COLOR TO MATCH RESILIENT BASE. FLOOR FINISH PLAN NOTES 1. TENANT IS TO INSTALL HARD SURFACE FLOORING OVER WATERPROOFING MEMBRANE WITCH IS TO RUN UP WALLS AT 12 " . TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION IWTH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITVILLE 5- 9000). INSTALL WATER TIGHT DOOR THRESHOLD AT SERVICE DOOR. 2. EXTEND EXISTING MALL TILE TO TENANT COUNTER BASE WITHIN THEIR LEASE SPACE. T1LTE TO MATCH EXISTING MALL TILE TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. FINISH LEGEND z [XXX] 00 CUSTOM PATTERN; SEE DETAIL 02/A105 SURETREAD QUARRY 6X6 TILE Q76 'GRAY' INDICATES CHANGE IN FLOOR FINISH INDICATES CHANGE IN FLOOR FINISH THAT REQUIRES TRANSITIONS STRIP WALL FINISH RECEIVED CITY OF TUKWILA FLOOR FINISH / BASE FINISH FEB 12 2008 PLI T GEN TER REVISION ( ) ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: DRAWN BY: 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 412.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED HI 1<<<<<<<<< KENN / W BUTTS PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT EN H L. Runs ' STATE OF WASHINGTON N 2 9 2 0 0 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: DRAWN BY: 31da REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 412.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A--412 1<<<<<<<<< 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL MVO I Lfl'D l' l I LU'9Z'Z l I 1 01.28.08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: DRAWN BY: CHECKED BY: — REVIEWED BY: DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 412.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A--412 WRAP FINISHES AROUND CORNER AND DIE INTO LANDLORDS SERVICE CORRIDOR WALL 0 STOREFRONT ELEVATION SCALE: 1/2"=1'-0" 4' BLACK GRANITE A -701 A -701 A -701 05 A -701 A -701 A -701 A -701 A -701 04 A -702 I f9' -6" AFF • ±1O' -Q AFF STAINLESS SILEL TRIM BACK PAINTED WHITE FROST GLASS WALL PANELS WITH r ALUMINUM REGLETS REVEALS FIRE HOSE AND EXTINGUISHER RECESSED CABINET BY OTHER OPEN TO BEYOND CORIAN 'GREY PEWTER' HORIZONTAL LL EYEBROW BACK PAINTED WHffE FROST GLASS WALL PANELS WITH Y4" CHANNEL REVEALS PREP TABLE SINK is Karl' It/P LIM . . :. , �, M BIM IN I ... 4A smolissmoN ........ --===,,..µ, OPEN TO BEYOND sawrI//I-rs' sr A•- w_.IMIN IffinalormemIIrmasffiI�� arm Imoa I wArzi Aier AowAr.(%r z/7 '/.im///��, �x� EXISTING LANDLORD BULKHEAD LUMIERES WALL FINISH — CORIAN 'GREY PEWTER' WHITE SCHOOLHOUSE PENDANT FIXTURES AT 6' -6' A.F.F. BLACK GRANITE COUNTERTOP Y TEMPERED GLASS FOOD DISPLAY TYPICAL JOHNNY ROCKETS RED COUNTER STOOLS BLACK GRANITE SIDE OF COUNTERTOP 4' STAINLESS STEEL BASE :: N I BO ;as is t6 RACK H 0±7' -0" AFF /E S € A STOREFRONT ELEVATION — WEST SCALE: 1/2"=-1'-0" STOREFRONT ELEVATION — NORTH SCALE: 1/2 " =1' -0" PooSo TYP. ELEVATION SECTION SCALE: 1 /2 " =1' -0" vissraf— Ap p JrA CORIAN 'GREY PEWTER' ON HORIZONTAL LL EYEBROW n-In-In II III III 14' -0" FOOD COURT CEIUNG UNE SPACED POLISH ALUMINUM BARS ON WHITE MARLITE LUMIERE FINISH — CORIAN 'GREY PEWTER' STAINLESS STEEL VENEER NEUTRAL PIER SIGNAGE BOX LETTERS TO ATTACH TO FACE 1 TENANT SECONDARY BULKHEAD PROVIDE REVERSE HALO UGHTI LUMIERE FINISH — CORIAN 'GREY PEWTER' CORIAN 'GREY PEWTER' FINISH BLACK GRANITE MENU BOARD COUNTERTOPS CORIAN 'GREY PEWTER' FINISH BLACK GRANITE ON FACE OF COUNTERTOP 4' STAINLESS STEEL BASE SPACED POLISH ALUMINUM BARS ON WHITE MARLEFE 1 "0 MATT STAINLESS STEEL FOOTRAIL STAINLESS STEEL TRIM 14' —O' FOOD COURT CEILING UNE EXISTING LANDLORD BULKHEAD •±12' -6" A.F.F. HORIZONTAL LOGO LETTERS EYBROW SPACED POUSH ALUMINUM BARS ON WHITE MARLFEE LETTERS TO ATTACH TO FACE OF TENANT SECONDARY BULKHEAD — PROVIDE REVERSE HALO LIGHTING NEUTRAL PIER SIGNAGE BOX STAINLESS SHELL VENEER WHITE SCHOOLHOUSE PENDANT FIXTURES AT 6' -6' A.F.F. BACK PAINTED WHITE FROST GLASS WALL PANELS WM-I r CHANNEL REVEALS LUMIERE WALL FINISH — CORIAN 'GREY PEWTER' X TEMPERED GLASS FOOD DISPLAY BLACK GRANITE MENU BOARD COUNTERTOPS SPACED POLISH ALUMINUM BARS ON WHITE MARLTTE TYPICAL JOHNNY ROCKETS RED COUNTER STOOLS 1 "O MATT STAINLESS STEEL FOOTRAIL 4" STAINLESS STEEL BASE Al! BLACK GRANITE JOHNNY ROCKETS GRAPHIC LOGO ADHERE ON BACK OF GLASS PANEL WALL 14' -0" FOOD COURT CEIUNG UNE LANDLORD SUPPLIED BULKHEAD e 12' -6" AFF HORIZONTAL LL EYEBROW — CORIAN 'GRAY PEWTER' PAINTED CEIUNG SOFFIT •±10 —6" AFF •±9' -6" AFF BACK PAINTED WHITE FROST GLASS WALL PANELS WITH }j' CHANNEL REVEALS WHITE SCHOOLHOUSE PENDANT FIXTURES AT 6' -6' A.F.F. LUMIERE FINISH — CORW' 'GREY PEWTER' STAINLESS STEEL QUILTED HOOD FACING AND BACK SPLASH BLACK GRANITE COUNTERTOP PLASTIC LAMINATE ON BASE CABINETS TYPICAL JOHNNY ROCKETS RED COUNTER STOOLS BASE CABINET MATT STAINLESS E f I LLS, r•Pi1/ rl r TI Iln q1 A 4 " BAsFEB 12 2008 PtNMI GENIE ER IT ISSUED FOR APPROVAL V 1 ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION W ISSUED FOR: DESIGNED BY: - DRAWN BY: CHECKED BY: REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A -413 r«««« KENN BUTTS / A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3005 REGISTERED ARCHITECT KpNN 71 L. BUTTS STATE OF WASHINGTON AN 2 9201 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: CHECKED BY: REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A -413 r«««« ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: CHECKED BY: REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 413.DWG SHEET TITLE: INTERIOR ELEVATIONS SCALE: AS NOTED SHEET NUMBER: A -413 A -702 TOR SINK A -702 SCALE: 1/2"- -0" OPEN TO BEYOND ISLAND COUNTER ISLAND COUNTER SCALE: 1/2"=1' -0 ISLAND COUNTER SCALE: 1/2"=1'-0" ISLAND COUNTER SCALE: 1/2 " =1' -0" JANITOR AREA ELEVATION SCALE: 1/2"=1 ' -0" 11E1 EQ.J r EQ. me 2' -0' yr EQUIPMENT 2' FOR OPENING 3/4' 12' -4' OPEN TO BEYOND WATER HEATER PLASTIC LAMINATE TOP CABINET 4' WALL BASE JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING UNE 07 A - 702 STAINLESS STEEL VENEER ON FIXED SHELF STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE SCHEDULED BASE STAINLESS STEEL VENEER ON FIXED SHELF SOLID WOOD CUTTING BOARD 6'X6' TRASH CUTOUTS OPENING STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL CABINET PULLS STAINLESS STEEL VENEER ON CABINET DOORS SCHEDULED BASE STAINLESS SIaL VENEER ON FIXED SHELF SCHEDULED BASE STAINLESS STEEL VENEER ON FIXED SHELF STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE SCHEDULED BASE STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE OPEN TO BEYOND 12 " -O" AFF 4 0± 10' -0" AFF, OPEN TO BEYOND e12 " -0" AFF 45 .9'-6" AFF BLACK GRANITE COUNTERTOP WHITE SCHOOLHOUSE PENDANT FIXTURES AT 5' -6" A.F.F. X" TEMPERED GLASS FOOD DISPLAY A -702 r rr lT' III III A -702 KITCHEN ELEVATION SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 01 A-702 01 A -702 MILLWORK ELEVATION 02 MILLWORK ELEVATION SCALE: 1/2"=1'-0" 1:::;) Nwg S --�-- — 04 A -702 14' -0" FOOD COURT CEILING UNE BASE CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4' WAIL BASE 14' - 0' FOOD COURT CEIUNG UNE BACK PAINTED WHITE FROST GLASS WALL PANELS WITH X' CHANNEL REVEALS 407' - 0" AFF STAINLESS STEEL QUILTED HI FACING AND BACK SPLASH 14' -0' FOOD COURT CEILING UNE PAINTED CEILING SOFFIT .72 " -o" AFF . ±10 "--0" AFF WHITE SCHOOLHOUSE PENDANTS BLACK GRANITE MENU BORD COUNTERTOP FIXTED SHELVES RECEIVED CITY OF TUKWIL'A FEB 12 2008 PbNM T CENTER ER I A -702 TOR SINK A -702 SCALE: 1/2"- -0" OPEN TO BEYOND ISLAND COUNTER ISLAND COUNTER SCALE: 1/2"=1' -0 ISLAND COUNTER SCALE: 1/2"=1'-0" ISLAND COUNTER SCALE: 1/2 " =1' -0" JANITOR AREA ELEVATION SCALE: 1/2"=1 ' -0" 11E1 EQ.J r EQ. me 2' -0' yr EQUIPMENT 2' FOR OPENING 3/4' 12' -4' OPEN TO BEYOND WATER HEATER PLASTIC LAMINATE TOP CABINET 4' WALL BASE JANITOR FLOOR SINK 14' -0" FOOD COURT CEILING UNE 07 A - 702 STAINLESS STEEL VENEER ON FIXED SHELF STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE SCHEDULED BASE STAINLESS STEEL VENEER ON FIXED SHELF SOLID WOOD CUTTING BOARD 6'X6' TRASH CUTOUTS OPENING STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL CABINET PULLS STAINLESS STEEL VENEER ON CABINET DOORS SCHEDULED BASE STAINLESS SIaL VENEER ON FIXED SHELF SCHEDULED BASE STAINLESS STEEL VENEER ON FIXED SHELF STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE SCHEDULED BASE STAINLESS STEEL VENEER ON COUNTER TOP STAINLESS STEEL VENEER ON CABINET SURFACE OPEN TO BEYOND 12 " -O" AFF 4 0± 10' -0" AFF, OPEN TO BEYOND e12 " -0" AFF 45 .9'-6" AFF BLACK GRANITE COUNTERTOP WHITE SCHOOLHOUSE PENDANT FIXTURES AT 5' -6" A.F.F. X" TEMPERED GLASS FOOD DISPLAY A -702 r rr lT' III III A -702 KITCHEN ELEVATION SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 01 A-702 01 A -702 MILLWORK ELEVATION 02 MILLWORK ELEVATION SCALE: 1/2"=1'-0" 1:::;) Nwg S --�-- — 04 A -702 14' -0" FOOD COURT CEILING UNE BASE CABINETS PULLS PLASTIC LAMINATE ON BASE CABINETS 4' WAIL BASE 14' - 0' FOOD COURT CEIUNG UNE BACK PAINTED WHITE FROST GLASS WALL PANELS WITH X' CHANNEL REVEALS 407' - 0" AFF STAINLESS STEEL QUILTED HI FACING AND BACK SPLASH 14' -0' FOOD COURT CEILING UNE PAINTED CEILING SOFFIT .72 " -o" AFF . ±10 "--0" AFF WHITE SCHOOLHOUSE PENDANTS BLACK GRANITE MENU BORD COUNTERTOP FIXTED SHELVES RECEIVED CITY OF TUKWIL'A FEB 12 2008 PbNM T CENTER ER REVISION I V , ISSUED FOR BIDDING ISSUED FOR PERMIT Li ISSUED FOR DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 500.DWG SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 1<<<<<<<<< v 3f1SSl KENN BUTTS / PLAN CHECK SUBMITTAL A A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED AR Hag 1 KENNETH l BUTTS STATE OF WASiltiGTON REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 500.DWG SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 1<<<<<<<<< v 3f1SSl PERLIMINARY DRAWINGS SUBMITTAL 0 HEALTH DEPARTMENT SUBMITTAL A PLAN CHECK SUBMITTAL A 31VO I 1 12.10.07 Lo'9Z'Z 4 I go LO I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 500.DWG SHEET TITLE: FINISH SCHEDULE SCALE: AS NOTED SHEET NUMBER: A -500 ROOM FINISH SCHEDULE NUMBER 100 101 102 103 104 105 106 107 108 109 110 111 NAME PREP AREA LOCKER AREA WALK —IN— REFRIG WALK —IN— FREEZER DRY STORAGE ICE MAKER /STORAGE STORAGE CORRIDOR KITCHEN P.O.S AREA FLOOR F -2 F -2 F -2 F -2 F -2 F -2 F -2 F -1 F -1 F -1 DISPLAY AREA F -1 SEATING AREA BASE B2 B2 BY MANUFACTURER BY MANUFACTURER 82 82 82 B1 B1 B1 81 WALLS W2 W2 P6 P6 P6 W1 /W3 W2 W1 /W3 CEILING C2 C1 C2 C2 C2 C2 C2 C3 C1 C1 /C3 C1 /C3 REMARKS FINISH LEGEND NO. MAT. CERAMIC FLOOR TILE SURETREAD QUARRY TILE QUARRY FLOOR TILE CERAMIC FLOOR TILE CERAMIC BASE TILE QUARRY BASE TILE CERAMIC BASE TILE MASONITE WALL DECOR, 1/8' PANEL FIBERGLASS REINFORCED POLY. PANEL PAINT CERAMIC WALL TILE CERAMIC WALL TILE PAINTED TAMBOUR MASONITE CLG, DECOR. PANEL GYPSUM LAY -IN CEILING TILE PAINT SAND PAINT EXTERIOR PAINT PLASTIC LAMINATE 1/2' CLEAR TEMPERED GLASS 1/2' FROSTED LAMINATED GLASS 1/2' GRAPHIC LAMINATED GLASS MFR. DAL TILE DAL TILE DAL TILE DAL TILE DAL TILE DAL TILE DAL TILE MARLITE MARLITE BENJAMIN MOORE DAL TILE DAL TILE BENJAMIN MOORE EXTERIOR PAINT PLASTIC LAMINATE BENJAMIN MOORE NEVAMAR MARLITE ARMSTRONG BENJAMIN MOORE BENJAMIN MOORE NEVAMAR MFR. NO. PATTERN #N145 (12 x 24) ABRASIVE FINISH SMOOTH FINISH #DK311 (2x1) PATTERN #N3 (9x12) SMOOTH FINISH #KD3U (1x1) #C -11 #P -100 #BM01 #D100 (6x6) #D714 (6x6) #1605 IMPERVEX ENAMEL #BM01 #S -7 -36G BRILLIANT WHITE PRECISION WHITE GLOSS PAINT BENJAMIN MOORE #BM01 BRILLIANT WHITE MOORGLOW SOFT GLOSS LATEX FINISH, SEMI -GLOSS (INTERIOR DOORS, SEE SCHEDULE) #C -11 VINYL ROCK X CRF #BM01 #BM01 #S -7 -36G COLOR #DKO2 LIGHT GREEN ABRASIVE (1x1) #DK14 LIGHT GRAY ABRASIVE (2x1) #DK317 WHITE (2x2) SURE TREAD GREY TO MATCH SURE TREAD GREY EBONY #DKO2 LIGHT GREEN (1x1) #15K14 LIGHT GRAY (2x1) #DK317 WHITE (1x2, 2x2) #DK311 EBONY (BULLNOSE, COVE) TO MATCH SURE TREAD GREY EBONY SWAN WHITE HIGH GLOSS WHITE PEBBLE FINISH BRILLIANT WHITE WHITE GRAY (ACCENT STRIPE) LIGHT GRAY SWAN WHITE HIGH GLOSS WHITE (STIPPLE PATTERN) BRILLIANT WHITE BRILLIANT WHITE PRECISION WHITE GLOSS REMARKS GROUT' HYDROMENT #368 FRENCH GREY 6 x 6 TILE, GROUT' LATACRETE LATAPDXY STAINLESS, #42, PLATINUM SEE PLAN FOR LOCATION 6 x 6 TILE, GROUT' LATACRETE LATAPDXY STAINLESS, #42, PLATINUM SEE PLAN FOR LOCATION GROUT' HYDROMENT #368 FRENCH GREY (2 -CONT. ROWS AT ENTRY) GROUT' HYDROMENT #368 FRENCH GREY 6 x 6 TILE, GROUT' LATACRETE LATAPDXY STAINLESS, #42, PLATINUM GROUT' HYDROMENT #368 FRENCH GREY ALUM, TRIMS, CHROME FINISH, #M51, M360, M65 & M70 AS REQUIRED (NEVAMAR #S- 7 -27G, SMOKEY WHITE P.L. a RAD. CORNERS) TRIMS #UM350FP, UM360FP, UM365FP, & UM370FP AS REQUIRED MOORGLOW SOFT GLOSS LATEX FINISH GROUT' LATACRETE LATAPDXY #SP -100 STAINLESS EXPDXY GROUT GROUT' LATACRETE LATAPDXY #SP -100 STAINLESS EXPDXY GROUT EXT. STOREFRONT TAMBOUR TRIM (TAMBOUR' WINONA MFG., INC. #6300) FINISH SEMI -GLOSS COAT OVER EXTR. SMOOTH PLASTER FINISH CURVED WALLS IN MAIN DINING WHERE OCCUR LAMINATED TO 5/8' GYP. BD, GRID SYSTEM' DONN DX WITH #66 CHROME FINISH 1/2'x24'x48' TYPE X GYP. BD, IN EXPOSED T -BAR GRID SYSTEM' DONN DX. ALUM, CLAD MOORGLOW SOFT GLOSS LATEX FINISH FINISH UNDER SOFFIT FINISH COAT OVER SAND PAINT FINISH (INTERIOR RESTROOM DOORS) FOOD DISPLAY WALL PANELS JOHNNY ROCKETS GRAPHIC WALL PANELS POO o FINISH NOTES 1. EXTEND FRP 1' -0" BEYOND EDGE OF WALK —IN FREEZER & WALK —IN REFRIGERATOR. 2. REFER TO SHEET #A -703 FOR TILE PATTERNS & DETAILS. 3. USE LATACRETE #9235 TO WATERPROOF CONCRETE IN ENTIRE SPACE. 4. USE FF -2A ALONG CURB PERIMETER, (APPROX. 1 —TILE WIDTH), AT FLOOR SINK AREAS AND UNDER COOKING EQUIPMENT (INDICATED WITH LIGHT SHADING). USE FF -2 IN ALL OTHER FIELD TILE RECEIVED TRAFFIC AREAS, TYP. CITY OF TUKuWILA FEB 1 2 2008 PEHIVIIT CENTER 1 T 01 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ., ISSUED FOR CONSTRUCTION W DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 079355 FILE #: A- 101.DWG SHEET TITLE: DOOR SCHEDULE & WALL TYPES SCALE: AS NOTED SHEET NUMBER: A-501 K KENN / PERLIMINARY DRAWINGS SUBMITTAL BUTTS PLAN CHECK SUBMITTAL A.I.A. - Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 29 2008 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 079355 FILE #: A- 101.DWG SHEET TITLE: DOOR SCHEDULE & WALL TYPES SCALE: AS NOTED SHEET NUMBER: A-501 K 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL iival 1 12.10.07 1 12.26.07 1 01.28.08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: REVIEWED BY: - DATE: 01.28.2007 JOB NUMBER: 079355 FILE #: A- 101.DWG SHEET TITLE: DOOR SCHEDULE & WALL TYPES SCALE: AS NOTED SHEET NUMBER: A-501 DOOR SCHEDULE DOOR LOCATION TRY DOOR WALK—IN FREEZER STORAGE FRAME MATERIAL 0 z X w 0 0 W Q 0 DOOR SIZE MATERIAL 3' -0" x — x 1 3/4" PR 1' -6" x — x 1 3/4 HARDWARE GROUP NO. 1 — ENTRY DOOR (OPEN TO RECIEVE) 15 PR BUTTS LEVER —SET GRADE, PREPARED FOR BEST CORE, FINISH TO MATCH BUILDING STANDARD 1 EA. 1 EA. 2 EA. 1 EA. DOOR STOP, #252F, FINISH US10B OIL RUBBED BRONZE 8" KICKPLATE, FINISH US10B OIL RUBBED BRONZE EACH SIDE CLOSER: 4041 x DKBRZ HARDWARE GROUP NO. 2 — STORAGE 3 PR BUTTS 1 Eq. LEVER —SET GRADE, PREPARED FOR BEST CORE, FINISH TO MATCH BUILDING STANDARD 1 EA. CLOSER: 4041 x DKBRZ 0 0 A B 0 J J 2 0 0 Li] 0 J 0 HARDWARE SCHEDULE MANUFACTURER HAGER SCHLAGE HAGER BY G.C. BY G.C. MANUFACTURER HAGER SCHLAGE BY G.C. *DOOR HARDWARE REQUIREMENTS 1. LOCK SETS SHALL HAVE A LEVER HANDLE UNLESS NOTED OTHERWISE. 2. PROVIDE SHOP DRAWINGS AND CUT SHEETS OF THE PROPOSED HARDWARE TO THE OWNER AND ARCHITECT FOR REVIEW 3. HARDWARE SETS FINISH: US10 4. VERIFY THAT EXISTING HARDWARE AT EXISTING DOORS NOT IN PUBLIC AREAS, HAS ALL FUNCTIONS LISTED IN THE HARDWARE SETS AND IS IN PROPER WORKING ORDER. 5. DOUBLE —KEYED LOCKS ARE NOT APFROVED. (COORDINATE W/ BUILDING MANAGEMENT) 6. BUILDING MANAGEMENT INTENDS TO IMPLEMENT A UNIFIED KEY MANAGEMENT CONTROL SYSTEM THROUGHOUT ITS FACILITIES. AS SUCH, ANY CYLINDERS/ CORES AND KEYS REQUIRED FOR A FACILITY SHALL BE OWNER SUPPLIED AS REQUIRED. CONTRACTOR I5 REQUIRED TO INSURE THAT ANY OPENING SPECIFIED TO BE OPERABLE BY MECHANICAL KEY SHALL BE CONFIGURED TO ACCEPT INDUSTRY STANDARD, 7 —PIN, SMALL FORMAT INTERCHANGEABLE CORES ("SFIC ") (BEST, ARROW, FALCON, COMPATIBLE). OPENINGS SPECIFIED FOR NO INGRESS SHALL BE CONFIGURED SUCH THAT NP CYLINDER/ CORE IS REQUIRED. CONTACT XXXX XXXX ® XXXXX (XXX— XXX —XXXX) FOR CORPORATE PRICING AND COMPLETE HARDWARE AND DOOR PACKAGE cn C A ) 0 FINISH W z DETAILS HEAD DETAIL 1 /A -501 JAMB DETAIL 2/A -501 2/A -501 THRSH DETAIL 3/A -501 3/A -501 DOOR TYPE: TO MATCH BUILDING STANDARD 3' —O' 1 a 01 A -501 DOOR TYPE: TO MATCH BUILDING STANDARD REMARKS DOOR TO MATCH BUILDING STANDARD PROVIDE BY MANUFACTURER PAIR DOORS TO MATCH BUILDING STANDARD 2 1 /A -501 STUD GAUGE AND SPACING: IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, SELECT STUD GAUGE, SIZE AND SPACING AT CONTRACTORS OPTION BUT IN ACCORDANCE WITH MAXIMUM UNBRACED SPANS BELOW AND AS VERIFIED WITH INDIVIDUAL MANUFACTURER'S PRODUCT DATA. PROVIDE MINIMUM 20 GAUGE FRAMING AROUND ALL DOORS AND OTHER OPENINGS IN PARTm0N5. DOOR TYPES PARTITION SIZE SCHEDULE STUD DEPTH STUD SPACING 3 -5/8" 16" O.C. 2 -1 /2" 2-1/2" 24" O.C. 16" O.C. 2 -1/2" 24" O.C. 2-1/2" 16" O.C. 2-1/2" 24" O.C. 2-1/2" 16" O.C. 3 -5/8" 24" O.C. 3 -5/8" 16" O.C. 3 -5/8" 24" O.C. 3 -5/8" 24" O.C. 3 -5/8" 16" O.C. 6" 24" O.C. 6" 16" O.C. 6" 24" O.C. 6 " 6" 16" O.C. 6" 16" 0.0. 24" O.C. STUD GAUGE 25 25 22 22 20 20 25 25 22 22 20 20 25 25 22 22 20 20 9 , -0 „ 10' -0" 1 MAXIMUM LENGTH 10' -0" 11 -0" 10' -0" 11' -0" 12' -0" 14' -0" 13' -0" 15' -0" 14' -0" 16' -0" 16' -0" 19' --0" 19 -0" 22' -0" 21' -0" 24' -0" WALL TYPES CORRIDOR (PARTITION TYPE 'Al' TENANT SPACE) gNNff $PACE PARTITION TYPE - 1 HOUR UNDERSIDE DECK ABOVE PAINTABLE FIRESTOP SEALANT ON BOTH SIDES 6' SLOTTED TRACK (SLP --TRK OR EQUAL) 5/8' GYPSUM BOARD CEILING 20 GA. 6" MTL STUDS 0 16' 0.C. W/ CONTINUOUS 1 1/2" COW ROLLED CHANNEL STIFFENER 0 MID HEIGHT SPAN ATTACH TO STUD W/ 2'X2 "X3 3/8' 16 GA CUP ANGLE & 2 #8 SCREWS AT EACH LEG. I.C.B.O. # 1601 5/8" TYPE "X" GYP. BD. BOTH SIDES SOUND ATTENUATION BLANKET OR BATT INSULATION WHERE SCHEDULED FINISH PER SCHEDULE RAMSET AS REQUIRED WALL. BASE FINISH WHERE OCCURS CONTINUOUS PAINTABLE FIRESTOP SEALANT ON BOTH SIDES FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB 6" CONTINUOUS UNPUNCHED STEEL TRACK WHERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT A GYPSUM BOARD: %" THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 'S' STEEL SCREWS SPACE 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. U.L. NO. U465 THE FOLLOWING FASTENING REQUIREMENT ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLET ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS. PARTITION TYPE - 1 HR TENANT DIMISING WALL (TYPICAL) Al SAME AS PARTITION TYPE 'A' EXCEPT WITH ADDITIONAL FIRE RATED OF WALL ASSEMBLY IS NOT REQUIRED TO EXITEND BOARD TO BE HELD MINIMUM 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMODATE TENANT HVAC RETURN AIR SYSTEM. e. PARTITION TYPE 4 THICKNESS PARTITION TYPE SAME AS PARTF11ON TYPE 'A' EXCEPT WITH SOUND ATTENUATION BATTS PARTITION TYPE SAME AS PARTf110N TYPE 'A' EXCEPT WITH ADDITIONAL DUROCK CEMENTITIOUS BOARD ON KITCHEN AND SERVERY SIDE OF PARTITION CEILING FINISHES B1 B2 UNDERSIDE DECK ABOVE 3-5/8" BRACING UP TO MTL DECK O 4—Cr O.C. ALTERNATE BRACE DIRECTION. SECURE TO (E) STRUCTURAL DECK W/ THREE #10 1 -1/2" SCREWS SECURE TO TRACK W/ (2) #8 SCREWS 20 GA. 3-5/8" MTL STUDS O 16" 0.C. W/ CONTINUOUS 1 1/2" COLD ROLLED CHANNEL STIFFENER 0 MID HEIGHT SPAN ATTACH TO STUD W/ 2'X2 "X3 3/8" 16 GA CUP ANGLE &2#8 SCREWS AT EACH LEG. I.C.B.O. # 1601 CEMENT1110US BOARD — WHERE SCHEDULED STUDS TO BE SIZED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT 1 LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE SOUND ATTENUATION BLANKET WHERE SCHEDULE 1/2' SHEATHING BOARD TO 18" A.F.F. EA. SIDE RAMSET AS REQUIRED CONTINUOUS PAINTABLE FIRESTOP SEALANT — EACH SIDE PARTITION TYPE 4A" THICKNESS PARTITION TYPE SAME AS PARTITION TYPE 'A' EXCEPT WITH SOUND ATTENUATION BATTS PARTITION TYPE SAME AS PARTITION TYPE 'A' EXCEPT WITH MOISTURE RESISTANT GYP. BOARD ON SERVERY SIDE OF PARTITION UNDERSIDE DECK ABOVE 3-5/8" BRACING UP TO MTL DECK O 4 —0" O.C. ALTERNATE BRACE DIRECTION. SECURE TO (E) STRUCTURAL DECK W/ THREE #10 1 -1/2" SCREWS SECURE TO TRACK W/ (2) # SCREWS CEILING AS SCHEDULE 20 GA. 3 -5/8" MTL STUDS O 16" O.C. W/ CONTINUOUS 1 1/2' COLD ROLLED CHANNEL STIFFENER 0 MID HEIGHT SPAN ATTACH TO STUD W/ 2'X2'X3 3/8' 16 GA CLIP ANGLE & 2 #8 SCREWS AT EACH LEG. I.C.B.O. # 1601 1 LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE SOUND ATTENUATION BLANKET WHERE SCHEDULE 1/2" SHEATHING BOARD TO 18' A.F.F. EA. SIDE 3/16' HIL11 SHOT PINS 0 32' O.C. I.C.B.O. #1290 CONTINUOUS SEALANT — EACH SIDE C C1 C2 PARTITION TYPE THICKNESS = SEE PLANS UNDERSIDE DECK ABOVE 3 5/8 "x 20 GA. METAL STUD GASSETS 0 1/4 POINTS CEILING FINISHES 20 GA. 3-5/8' MTL STUDS 0 16" 0.C. W/ CONTINUOUS 1 1/2' COLD ROLLED CHANNEL STIFFENER 0 MID HEIGHT SPAN ATTACH TO STUD W/ 2 "X2 "X3 3/8" 16 GA CUP ANGLE & 2 #8 SCREWS AT EACH LEG. I.C.B.O. # 1601 1 LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE SOUND ATTENUATION BLANKET ONE SIDE ONLY 1/2" SHEATHING BOARD TO 18" A.F.F. EA. SIDE 3/16' HIL11 SHOT PINS 0 32' O.C. I.C.B.O. 0290 CONTINUOUS SEALANT — EACH SIDE D 1t) 1 JAMB BEYOND 1 /2" pr CEILING WHERE OCCURS 5/8" TYPE "X" GYPSUM BOARD HOLLOW METAL FRAME 1 3/4" DOOR 01 HOLLOW METAL FRAME 1 3/4" DOOR 5/8" TYPE "X" GYPSUM BOARD DOOR DIMENSION w 02 DOOR HEAD SCALE: 3 " =1 3 - TAIL DOOR JAVB DETAIL SCALE: 3 " =1 '---0" 1 -3/4" DOOR FLOOR TILE 4" DOOR THRESHOLD 1:2 MAX. SLOPE SEALED CONCRETE F2 F('E I r% 03 DOOR THRESHOLD ] /TALL SCALE: 3 " =1' -0" CITY OF TOW:A/11J FEB 12 2008 P�I-II�II T OEN rER DOOR DIMENSION DOOR DIMENSION HARDWARE HOLLOW METAL BRONZE ALUM STOREFRONT STOREFRONT HEIGHT VARIES REVISION V) ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION $ 14 — A.F.F Y2" GYP. BOARD ON 3 5 /6" METAL STUDS @ 16" O.C. MAX CORNER BEAD - ISSUED FOR: DESIGNED BY: — 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON 31 7 // DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 700.DWG �- ^c 3/16" FASTENER #12 GA. VERT ICAL SHEET NUMBER: A-700 S. f 10 -0 » A.F.F. KENN / W �. .... ,4 BUTTS COMPRESSION STRUT GA. SPLAY HANGER WIRE 45° LANDLORD TO SUPPLIED BULKHEAD #12 BRACE WIRES 111111 N tib Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 " PLYWOOD ON 3" 20 GA. REGISTERED METAL STUDS AT 16 O.C. MAX. " N L. BUTTS 2'- 0 "x2' -0" ACOUSTICAL $ 1' -0„ D 1. y2" PLYWOOD ON 4" METAL STUD - RETURN SOLID SURFACE FINISH AT TOP IF VISIBLE TO PUBLIC f12' -0” A.F.F. CEILING TILE AND GRID }i GYP BOARD ON 3° METAL f 12' -6" A.F.F. s O N F , I. r • O TYP. „" - �.- ., -,�f�V ;.. -r� -- _.r,•,��, -= .r, . -u ii 11 11 ii 100...•,714,_ .40•0000 � � 45° TYP. O O _ tt77 4 r ; ] ` �. > gib { ? F ' $ 4" METAL STUDS AT 16 O.C. MAX. z" THICK CORIAN (GREY f 10' -0" A.F.F. TYPICAL Y2" GYP. BOARD ON PEWTER ) ON PLYWOOD " STUDS 16 O.C. MAX -6" A.F.F. ■ CROSS RUNNER MAIN RUNNER 3" METAL STUDS ®16" O.C. MAX -6 A.F.F. 3" 20 GA. METAL STUDS 16" AT 16 O.C. MAX. $ COMPLIES WITH U.B.C. STANDARD 25.2, I.C.B.O. EVALUATION REPORT 1905 AND TUKWILA CITY EVALUATION REPORT RR 23256 .............. $ f7' CORNER BEAD - TYPICAL 1 . , 6" 2 ' —O " . $ ts' i 0 CEIEI \G GRID SCALE: NTS DETAIL_ 3CCR HEAD DETAIL_ SCALE: 1 1 /2 " =1 ' —0" CEILI SCALE: \C DETAIL 1 1 /2 " =1 ' —0" ' - CEIEI SCALE: \G 9ETAIL_ 1 1 /2 " =1 ' --0" MAIN TEE SPLICE CLIP . °'1 BEND TABS CUP WIRE SUPPORT WALL ANGLE t10' -0» A.F.F. ±14' -0" A.F.F. LANDLORD TO SUPPLIED BULKHEAD %" PLYWOOD ON 3A" 20 2' -0" Ng S GA. METAL STUDS AT 16" O.C. MAX. 5 A" PLYWOOD ON 4 METAL o I 2 POLISH BAR SET INTO •' II 1 i/ 1 � il is ■ NI 1 1 El V STUD - RETURN SOLID SURFACE FINISH AT TOP IF VISIBLE PUBBLIC TO ti.... 1, -0„ E i t 12' -6 A.F.F. i 1X BLOCKING a ill r " f fi r ' ` y F- r r�-r r --t 7 � s EVAI E 1 "x 3/4" ALUMINUM STOCK m __ _ _ tiv-r,�.,. ter rte.- -. p'. r: .> .... 4..,.. <..4 <...� .:,....v:� • _._ 4 METAL STUDS AT 16" O.C. MAX. " Y THICK CORIAN in „0. ti J 5GREY PEWTER} ON 5a PLYWOOD 3 20 GA. METAL WHITE PLASTIC GLOSS LAMINATE yl � ALIGN 2'-0"x21-0" ACOUSTICAL TILE CEIUNG AND GRID CORNER BEAD - TYPICAL : <a= --old :::, w4 s = „ 8 CLR. :�:6,,JJI :,.J.6 yJJJ,J:,. 012' —O" A.F.F. � ' CROSS TEE STUDS AT 16 O.C. )( " PLYWOOD ON 3 20 GA. METAL STUDS AT 16 O.C. MAX. TRACK UGHT FIXTURE AS SCHEDULED I 6" I _ 2' -0" )i" GYP. BOARD ON A" METAL LETTERS TO ATTACH TO FACE OF TENANT SECONDARY BULKHEAD -- PROVIDE REVERSE HALO LIGHTING AND INSTALLATION BY MANUFACTURER STUDS @ 16" O.C. SMOOTH STAINLESS STEEL VENEER f9' -6» A.F.F. %" PLYWOOD ON A" 20 GA. METAL STUDS AT 1' -6" 16" O.C. MAX. CEIL_I \G W/ TRACK LIGHT FIXTURE DETAIL_ SCALE: NTS • S \AP TAB GRID SYSTEV SCALE: 3 " =1' -0" CEIL_I \G DETAIL_ CEILING 3ETAIE SCALE: 1 1 /2 " =1 ' -0" CEIE SCALE: \G ��ETAIL_ D Ob 1. s 1 1 /2 " =1 ' -0" EXTEND TUBE TO BE TIGHT TO CEILING GRID UNDERFLOOR AND STRUCTURE ABOVE, THEN INSTALL OF ROOF OR BOLT TO SECURE ONE TUBE TO THE OTHER CEIUNG ABOVE $ ±1 2 ' - 0" A.F.F. -� - -` , \ ` . 7-, � ‘ i"c"V f" ; ' TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. #12 GA. SPLAY WIRE (TYP. OF 4) IN PLANE OF EACH RUNNER — VERTICAL ANGLE APPROX. 45 ". ALL WIRES SECURED TO RUNNERS APPROX. 2" FROM I ( y t10' -0" A.F.F. - - `r O ° l yF4' 4" F1 4144C<' L74Eik'. i1 41 64" C<'! �E<" f.'L Y< kF: ll rta.. FSl dClz: l<' z' ilaes' d' P. c'! dGe" CZIZ.`[' i( � ,`� °�Zlt:d;�s {CZC,C.;f.? i Y GYP BOARD ON A" — - 1 INTERSECTION. SECTION 'A' DRILL 5/32" O.D. HOLE AND INSTALL 1/8" O.D. BOLT AND LOCKING NUT. ;; I "A" METAL STUDS AT 16 O.C. Y�" GYP. BOARD ON 3�" METAL STUDS ( $ 90 WI MEMBER "B" CROSS RUNNER MEMBER <Q \` SLOT END OF TUBE "'= 45' TYP � TO FIT OVER I RU RUNNER r I II J J 90' ISOMETRIC .. CEILING RUNNER. AT 16" O.C. MAX ta A.F.F. PLAN II COMPRESSION STRUT SCHEDULE Y " GYP. BOARD ON 3" MAX. LENGTH MEMBER "A" MEMBER "B METAL STUDS AT 16 O.C. CORNER BEAD — TYPICAL — 0" A. F. F. 6' -6" 1" O.D. EMT 1 1/4" O.D. EMT :...:.:..:.........::.:..:.... . ........ . CORNER BEAD — TYPICAL 8' -6" 1 1/4" O.D. EMT 1 1/2" O.D. EMT COMPRESSION STRUT SPACING TO BE 12' -0" O.C. MAX, 6' —O" MAX FROM EDGES A ±7 RECEIVED 0 9 CEIL_I SCALE: \G GRID DETAIL_ NTS C- IL-I \G D -TAIL SCALE: 1 1/2"=l'—O" lii 1 Y V0 i lli'01 9.1 C- IL_I \G DETAIL_ FEB 122008 SCALE: 1 1 /2 " =1 ' —0" PEH1V11 T CENTER REVISION V) ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON 31 REVIEWED BY: — DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 700.DWG SHEET TITLE: CEILING DETAILS I I SHEET NUMBER: A-700 1<<<<<<<<< KENN / W PERLIMINARY DRAWINGS SUBMITTAL BUTTS PLAN CHECK SUBMITTAL A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 3.15 REGISTERED ARCHITECT N L. BUTTS STATE OF WASHMa ON JAN 2 0Ma REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: 31 REVIEWED BY: — DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 700.DWG SHEET TITLE: CEILING DETAILS SCALE: AS NOTED SHEET NUMBER: A-700 1<<<<<<<<< 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 3lda LO'0VZlI L0 I 1 01.28.08 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: CHECKED BY: REVIEWED BY: — DATE: 01.28.2007 JOB NUMBER: 07935 FILE #: A- 700.DWG SHEET TITLE: CEILING DETAILS SCALE: AS NOTED SHEET NUMBER: A-700 LI ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01 .28.2007 10B NUMBER: 07935 FILE #: A- 701.DWG SHEET TITLE: DETAILS & SECTION SCALE: SHEET NUMBER: AS NOTED A-701 ,. l - p r:� 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON n ti OF PARTITION - I WALL FINISH BY OTHER TENANT %" GYPSUM BOARD ON 20 GA. 6" METAL STUDS @ 16" 0.C. REVEAL FINISH BY OTHER TENANT 'GREY N - I / /1 f + . { -� 4' -6 "0 COLOR GRAPHIC LOGO 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT KENNETH L. BUTTS STATE DE WASHINGTON 5 - 5/8" TYPE "X" GYPSUM ;` y2" CORIAN PEWTER' TO BE PROCURED t "STAINLESS DECORATIVE PIPES TERMINATE AT OR BEFORE SIGN BOX BOARD (FLOOR TO CEILING), PAINTED METAL STUD CORIAN PEWTER ADHERED �� TO 5 "GYPSUM BOARD _ METAL STUDS PARTITION AS SCHEDULED ( ) STEEL REVEAL 'GREY FOUR RECESSED SET SCREWS (2 EA. SIDE) MINIMUM SLEEVE PIPE WELDED TO SIGN WITH WHITE FILM BACKING ADHERED TOY4" THICK GLASS _ ( ) %" CORIAN PEWTER' TO BE PROCURED SIGNAGE CONTRATOR TO - F — 110p. CAULKED W/ SILICONE BOX • - ' DETERMINE FINAL SPACING FOR PIPES - CONSULT WITH LANDLORD FOR FINAL APPROVAL 'GREY ;E < <, ` <;`<<:�<< <, <4, ' ,,t «4': «,.: "/ -` . ,.. ,` BED SETTING 3 ,, %" THICK ACRYLIC SET TIGHT WITHIN SIGNAGE BOX FRAME BY TENANT - LANDLORD TO APPROVE COLOR NON- ILLUMINATED SIGN BOX BY [ i i POLISHED ALUMINUM REGELETS 4 6 " CORIAN PEWTER ADHERED TO %" GYPSUM BAORD POLISHED ALUMINUM REGELETS SLIM FOOT ON % GYPSUM BOARD -� %" WHITE SPANDREL GLASS ON %" GYPSUM BOARD t „ BASE SEALED CONCRETE LANDLORD -. A TO %" PLYWOOD - PRIME PLYWOOD AS REQUIRED % CORIAN PEWTER' TO BE PROCURED FRAME OF SIGN BOX WHITE SPANDREL GLASS ADHERED TO %" PLYWOOD - PRIME PLYWOOD AS REQUIRED SET GYP- BD. TIGHT ON /2" THICK SURFACE APPLIED JOHNNY ROCKETS LOGO AND SIGNAGE � METAL STUDS PARTITION AS SCHEDULED BEAD OF CAULKING 3/16" HILT SHOT PINS © V N J 32" O.C. I.C.B.O R.R. # 1290 , - , ; ( I Al I : 1 ; /:'" ' n" . ; > , �� SC;AI .. 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RADIUS COVE BASE © FLOOR WATERPROOFING — — FRAME OF SIGN BOX HEAVY �4� CORIAN PEWTER ADHERED TO 4 " GYPSUM BAORD 10 10 10 ADHERED TO " PLYWOOD - Y PRIME PLYWOOD AS REQUIRED POLISHED ALUMINUM REGELETS MEMBRANE TILE FLOORING �____------- GAUGE METAL DECORATIVE PIPE WITH PAINTED ON 4" GYPSUM BOARD STAINLESS STEEL SHEET FINISH BY _ ANDLORD - NOTE: NOT ALL PIPES PASS THROUGH - COLOR TO BE DETERMINE 'GREY METAL STUDS PARTITION AS SCHEDULED ADHERED TO 4" PLYWOOD • • „ ti CONCRETE SLAB SET GYP. BD. TIGHT ON BEAD OF CAULKING 3/16" HILT SHOT PINS @ %" CORIAN PEWTER' ON 4 GYPSUM BOARD G WALL BY TENANT 32" O.C. 1 -0-9-0 R.R. # 1290 _ASS , N SCALE: . ,,i T 1 = � A [.._ " _ 1 / J 0 E R D :- T A 0 = S SCALE: A \ 3 - "= - S S S T 1 ' -0 _- & CO[ A\ LM1.} - i A __ - 1 _ �_) S P A N D R SCALE: 3 "= 1 E L & S T A 0" NJ - _ . SS F - - CT CC H LOO SCALE: 3 R f-- = 1 ' -- N 0 " S H D E: A DECORATVE PIPES TERMINATE OR BEFORE SIGN BOX IN PLUG BEFORE ANCHORING END AT TRIM PIPE WELDED TO SIGN OF SIGN BOX HEAVY METAL 'GREY P 0 13 l e 000 1 i „ [ ____ - 0 1 1 p � ok r. r �Y" WHITE SPANDREL GJ�SS %" CORIAN PEWTER' TO BE PROCURED ' " ±2-6 A.F.F. � ADHEARE TO %" PLYWOOD - PRIME PLYWOOD AS REQUIRED '� � . A A A 111 0 0 k D • ik LJ AT SLI METAL STUDS P L S UDS ARTITIO AS SCHEDULED % WHITE SPANDREL GLASS OPPISTE SLEEVE I POLISHED ALUvIINUv1 REGELETS BOX ADHEARE TO Y" PLYWOOD - PRIME PLYWOOD AS REQUIRED 41 ON %" GYPSUM BOARD �� %" WHITE SPANDREL GLASS 'GREY ,. u 44,111 ADHEARE TO %" PLYWOOD - PRIIvE PLYWOOD AS REQUIRED L. -11111 n FRAME GAUGE d- POLISHED ALUMINUM REGELETS ON % GYPS BOARD /2" CORIAN PEWTER' TO BE PROCURED /2 GYP. BOARD ON 6 METAL STUDS AT 16" O -C- V Z ko MLIAL STUDS PARTITION AS SCHEDULED RECEIVE!] r • T, i . p SOLID SURFACE WALL BASE AS SCHEDULED j _, \EJ SCALE : 1 RA /2" -- 1 ' - -0 - 3- A L \f- SCALE: 1 /2 "= 1 ' PI -0" R DE- A L.. w SPA SCALE: \D 3 "- - 1 - - & WA 0" _ - 3AS DT . WALL SDA \DRH D SCALE: 3"- 1 ' - 0 ASS D- C. , . ,': FEB 12 zoos E [ i; ., s -. 3 ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01 .28.2007 10B NUMBER: 07935 FILE #: A- 701.DWG SHEET TITLE: DETAILS & SECTION SCALE: SHEET NUMBER: AS NOTED A-701 ,. l - p r:� 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON KENN BUTTS A.I•A• / \ Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 3405 REGISTERED ARCHITECT KENNETH L. BUTTS STATE DE WASHINGTON JAN 2 9 moB ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 01 .28.2007 10B NUMBER: 07935 FILE #: A- 701.DWG SHEET TITLE: DETAILS & SECTION SCALE: SHEET NUMBER: AS NOTED A-701 ,. l - p r:� 1' -4" 1' -4" Emmmm ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION r ° ISSUED FOR: 1' DRAWN BY: t 1. 1.4 2600 SOUTHCENTER MALL, SPACE # I TUKWILA, WASHINGTON t ft FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED IN — L KENN BUTTS / STAINLESS STEEL FIXED € A.I.A. STAINLESS STEEL FIXED Kenneth L Butts is 124 STAGECOACH ROAD SHELF STAINLESS STEEL SQUARE SHELF STAINLESS STEEL SQUARE FAX. (818) 999 4321 b i VERIES 1 12.10.07 TUBE REGISTERED x ` Y / p `` �, , - -s / �;, r �' ~ VERIES ARCHITECT TUBE KENNETH 4 2'-1" BLACK GRANITE in ;� \ �; "� a N c� • �- ., r { w �� COUNTERTOP ON 2- LAYERS) PLYWOOD "x2 "(LLH)xis" Y" TEMPERED GLASS DISPLAY ON 'U' TRACK 1 " ' :::. 2 - 11 )4 1' - 0" STAINLESS STEEL VENEER R 2' -11)4" I 1' -0" / STAINLESS STEEL VFSIF�R CONTINUOUS 1}�i STEEL ANGLE AROUND PERIMRTER OF STONE TOP ix BLOCKING BEYOND STAINES SS STEEL CABINET X� BLACK GRANITE COUNTERTOP " COUNTERTOP ON Y SEAM- :; COUNTERTOP ON 2- LAYERS }� PLYWOOD COUNTERTOP 0 - 1 - Y2 PLYWOOD r .,..,, ,.,.. , . ., .,.,., .. ,.,.,.....:.., ,: , .:.:.,.:..,.,...:.:.:....:., N N ■ 9 " 12 r \ ''' € a r T \ - - �� ix BLOCKING BEYOND NO 1 1 BLOCKING BEYOND .0 -1£ 1 a N .�...�.- t,. .� - -:- -: ca LOCKS WM MN!' LI ..„,_ ___ ___ ,....„ ,..„„ _ .„ ....Y ii f = 1 BLOCKING B r7 M N la ■ ■ ■ 1" x Y POUSH ALUMINUM BAR STOCK ®2 O.C. 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STAINLESS STEEL BASE s ix BLOCKING BEYOND 3 " r �- Ir7J'Z rrerz " t °;+ fi } ., ., ,, ., . .- .. •.a. f.a :n..4.n f e, -,, c..a.,f... , ..{.a..d:nr•.f , a:c...{..tr. . a : c n•.f.{:...r.{. .n 5 3 " :,j 3 " \ SCHEDULE BASE {r r a ate_,.,--- _ - -- --_ STAINLESS STEEL BASE 1 1 -- c_. , <ITCHE \ SCALE: 1 1 /2 ISL_A \D " =1 ' -0" VILLWOR,< SECTIO\ � SCALE: I L_LWO R 1 1 /2 � W TRASH CA / " =1 ' —0" \ SECTIO\ SCALE: I L_L_WO R 1 1 /2 � S � CTI O \ 5.','` � " =1 ' —0" 1' -4" = 1 : I ' f ! t _ VERIFY CUTOUTS OPENING , � L.___. ___ 1/2" BLACK GRANITE a - STAINLESS SILL FIXED SHELF STAINLESS STEEL SQUARE COUNTERTOP ON Y" 2' -1" PLYWOOD " STAINLESS TUBE \_ � �i- :A�_:- Y STEEL BAR SET INTO BLACK N � N a l R - � N d' �-r. r r , v ,.r +.+ rwe,n,y.r rn, ., r .,. .: v,. ^ice '• � �..•�� a GRANITE 1 BLACKING BEYOND EY ° :I N1 N VERIES 2 THICK WOOD CUTTING BOARD 2 '_ 4 " FOR SODA FOUNTIAN F I " EQUIPMENT f'� ! 2' )4 " 1'_0" / STAI!gT I x " n . 1Y 1 - 2 1/2" BLACK GRANITE / 1' - 4" y ! ON 2- LAYERS �\ x at N ..TTOP ,.�2D ON Y" PLYWOOD ix BLOCKING BEYOND ,. x1Y2 xANE STAINLESS STEEL CABINET " ..a__........ �µ..�.,..,___ __.,...,_ v -., PULLS NO _ : . .,...,,,, ( 1 BLOCKING BEYOND _ 6 CLR a _ - � cv : a N Y2" SOUD SURFACE COUNTERTOP ON Y" PLYWOOD PLASTIC LAMINATE INTERIOR 11 SS STEEL CABINET 1 XL-,Z x 2x4 SUPPORT BLOCKING I 1 LOCKS SS STEEL CABINET .............. b .. .............................. ... .............................;. f........ -..: STAINLESS STEEL PULLS � 1 ,,�� . ,; ``" { BY ;` �, r �a PULLS PLASTIC LAMINATE INTERIOR 2' - 9" - TYPICAL r 4 )2 VERIES ON �" PLYWOOD CABINIET ffi TYPICAL LAMINATE ON ■ DOOR FULL EXTENSION DRAWER PLASTIC CABINET DO ° � "....... ...... :. ............................... ........ ....................:.......... . 2' SLIDE STAINLESS STEEL VENEER ON "PLYWOOD TO ALL Xz EXPOSED SURFACE PLA5ITC LAMINATE INTERIOR 6 2x6 BLOCKING 4 CUTOUTS IN 2x WOOD FRAMING AT 16" O.C, 1x BLOCKING BEYOND � - TYPICAL PLASTIC LAMINATE ON ,-, :, ,, r, , >.,, ,h. >,,,M , , ,,,,;.,: >.,;•; . >; ; , ;. J d' STAINLESS STEEL BASE ,, CABINET DOOR FINISHED FLOOR _�- FIN FLOOR . :, w ..:° : .,...,,:.,.;.w.w •.•,•-••-• , .......... % __ .... •• •• ;..•• •• ;..,; - - -: ,:: ••,•••.• ;.r..�:.. ••.,n�...,.� ••�• ••••..: �\ SCHEDUISHED LE BASE ,., x: � ix BLOCKING BEYOND RECEIVED �, CITY OF TUB ' yVILA FEB 1 2 2008 PE - MI T CENTER \ I ' � 3 " ,... , _....n,,......nF..........F .., ....,....... u..,.,.n.,... ,... ,,.,....,.....,... r ' r f fr \ 3s ... l . r I T. f o ` ,, {. . — -, .. -- - - -- - - \ �` STAINLESS STEEL BASE 1 2 0 9 KITCHE\ ISL_A \9 " VIL_L_WOR< SECTIO\ SCALE: 1 1 / " =1 ' -0 VIIL_LWORK W/ SODA SCALE: 1 1 1 VACHI \E � IL_L_WOR�C SECTIO\ SCALE: 1 1 /2 " =1 ' —0" V) n ISSUED FOR PLAN CHECK Emmmm ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION W ISSUED FOR: DESIGNED BY: — DRAWN BY: 31vO REVIEWED BY: — 2600 SOUTHCENTER MALL, SPACE # I TUKWILA, WASHINGTON 1013 NUMBER: 07935 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED IN 1.<<<<<<<<< KENN BUTTS / 3f1SSI A.I.A. HEALTH DEPARTMENT SUBMITTAL Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (81$) 999 4272 FAX. (818) 999 4321 34:5 1 12.10.07 1 12.26.07 REGISTERED ARCHITECT KENNETH L. BUTTS STATE OF WASHINGTON JAN 2 9 2008 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: 31vO REVIEWED BY: — DATE: 01.28.2007 1013 NUMBER: 07935 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: A -702 1.<<<<<<<<< 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL PLAN CHECK SUBMITTAL 31da 1 12.10.07 1 12.26.07 1 01.28.08 ISSUED FOR APPROVAL. ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: CHECKED BY: — REVIEWED BY: — DATE: 01.28.2007 1013 NUMBER: 07935 FILE #: A- 702.DWG SHEET TITLE: MILLWORK SECTIONS SCALE: AS NOTED SHEET NUMBER: A -702 DRAWN BY: 1 CAD APPROVED BY: ROSE DATE: 12/13/07 PROJECT NUMBER SCALE: 1 /4" =1' -0" \ U R U CT> H NO SECTION 1 CONSTRUCTION INFORMATION O FOOD SERVICE PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING LOCATIONS OF AND REQUIREMENTS FOR EQUIPMENT ONLY. THESE PLANS ARE NOT TO BE USED FOR CONSTRUCTION. FOR GENERAL CONSTRUCTION REQUIREMENTS SEE ARCHITECTS AND /OR ENGINEERS PLANS AND SPECIFICATIONS. rj) APPROXIMATE TIME BUILDING OR REMODELING WILL START: DATE: XXXXX © APPROXIMATE TIME BUILDING OR REMODELING WILL BE COMPLETED: DATE: XXXXX © ARCHITECT: NAME: STREET CITY STATF PHONE O E CONTRACTOR: NAME: "TO BE DETERMINED" STREET CITY: STATF: PHONE SECTION 2 PLAN CHECK GUIDE THE FOLLOWING NOTES AS SHOWN CAN BE FOUND INCORPORATED INTO THE PLANS ON THE SHEET AS INDICATED. THIS IS TO AID THE SANITARIAN IN PLAN CORRECTION. 0 SHT F -0 GEN. CONTR. SHALL PROVIDE A SMOOTH, NONABSORBENT, EASILY CLEANABLE SURFACE. LIGHT IN COLOR FOR WALLS AND CEILINGS OF FOOD SERVICE AREAS. SEE FINISH SCHEDULE THIS SHEET. ® SHT. F -0 GENERAL CONTRACTOR SHALL PROVIDE A SMOOTH, COVED SURFACE AT THE JUNCTION OF WALLS AND FLOORS IN ALL FOOD SERVICE AREAS. GROUT SHALL BE SMOOTH AND FINISHED FLUSH WITH THE SURFACE OF THE TILE. SEE DETAIL BELOW. ® SHT. F -0 WALL QUARRY OR CERAMIC TILE COVE BASE 3/8" MIN. R FEATHERED CONCRETE FLOOR DETAIL AT WALK-IN BOX FLOOR METAL 0 A1111111 FLOOR M ETAL NSF A F COVEF COVE • CONC. FLOOR "TO BE DETERMINED" SLAB METAL NSF COVE • D F QUARRY OR CERAMIC TILE COVE BASE 3/8" MIN. RAC. TILE FLOOR WALL aC SHT. F GENERAL CONTRACTOR TO PROVIDE A SMOOTH, NONABSORBENT WASHABLE WALL BEHIND AND ADJACENT TO ALL PLUMBING FIXTURES IN THE TOILET RMS. IF A URINAL IS TO BE PROVIDED, TILE WILL BE USED 2' -0" W. X 4' -0" H. W /URINAL CENTERED. SPLASH GUARD WILL BE PROVIDED. TYPICAL TOILET ROOM TO CONSIST OF 1. MIRROR AND SOAP DISPENSER © +40" 2. PAPER TOWEL DISPENSER @ +40" 3. CERAMIC OR QUARRY TILE WAINSCOT AT URINAL © +48" H. 4. SANITARY PAPER DISPENSER 5. 1 1/4" DIA. GRAB BARS AT +33 ". 1-1/2" CLEAR. 6. TOILET PAPER DISPENSER @ +39" 7. LAVATORY AT 29 1/2" CLEAR BELOW 8. SEAT COVER DISPENSER 9. TOILET AND SEAT 10. URINAL WALL MTD. METAL BOX POLY INSULATION TILE NSF COVE METAL COVE SLAB • EATHERED SLAB �E SHT. F TYPE OF COMFORT COOLING IN BUILDING: 1 REFRIGERATED AIR CONDITIONING _2. EVAPORATIVE COOLING NO COOLING SYSTEM • SHT N/A TOTAL SEATING CAPACITY ED SHT._ F 1 __ 4 MIN SEATS EQUIPMENT SHOWN ON PLAN WILL BE EITHER MOUNTED ON 6" ADJ. 5/5 N.S.F. APPROVED LEGS. MOUNTED ON CASTERS N.S.F. APPROVED MIN. 6" OFF FIN. FLOOR OR CURB, MT'D. MIN. 3" H. AND SEALED TO FLOOR. SEE DETAIL: LEGS • CASTERS • CURB • L CASTERS CURB OH SHT.NLA _ SNEEZE GUARD KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE AN APPROVED SNEEZE GUARD FOR PROTECTION OF ALL EXPOSED FOOD ALONG THE CUSTOMER SELF - SERVING COUNTERS. ITEM NO. - Q SHT. N/A DIPPER WELL KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE A WATER SUPPLIED ICE CREAM DIPPER WELL IN THE AREA OF THE ICE CREAM SERVING CABINET. ITEM NO. :: SHT. F JANITORIAL SINK GENERAL CONTRACTOR SHALL PROVIDE A SINGLE COMPARTMENT WALL - MOUNTED JANITORIAL SINK WITH HOT AND COLD RUNNING WATER. FOR GENERAL CLEAN UP ACTIVITIES. ITEM NO. 4 ® SHT. F 1 UTENSIL /POT WASH SINK FOR DISPOSABLE SINGLE SERVICE EATING AND DRINKING UTENSILS ARE USED AND WHERE MULTI -USE UTENSILS POTS AND PANS ARE WASHED BY HAND, K.E.C. SHALL PROVIDE AT LEAST A 3 -COMP. SINK WITH SOUBLE METAL DRAINBOARDS THE SINK IS CAPABLE OF HOLDING ATHE LARGEST UTENSIL AND THE DRAINBOARDS SHALL BE AT LEAST AS LARGE AS THE LARGST SINK COMP. ITEM NO. 17 QL SHT F -1 HAND SINK GEN. CONT. OR K.E.0 WILL PROVIDE A ONE - COMPARTMENT SINK WITH HOT AND COLD WATER UNDER PRESSURE AND SOAP FROM A PERMANENTLY INSTALLED SOAP AND DISP. WITH SINGLE USE TOWELS. ITEM NO_ 18 aM SHT. F -0 WINDOWS GEN. CONTR. WILL SEE THAT OPENABLE WINDOWS SHALL BE SCREENED WITH NO MORE THAN 16 MESH SCREENING. ALL FOOD SERVICE PASS- THROUGH OPENINGS TO THE OUTSIDE SHOULD BE LIMITED TO A MAX. SIZE OF 216 5Q. IN. THE MIN. DISTANCE BETWEEN THE OPENINGS MAY NOT BE LESS THAN 18 IN. THE COUNTER SURFACE OF THE PASS - THROUGH WINDOW MUST BE SMOOTH, FREE OF CHANNELS, CREVICES AND BE EASILY CLEANABLE. O SHT. N/A DELIVERY DOORS GEN. CONTR. SHALL PROVIDE ALL DELIVERY DOORS LEADING TO THE OUTSIDE WILL BE SELF - CLOSING AND SHALL BE PROVIDED WITH AN EFFECTIVE OVERHEAD AIR CURTAIN OR FLY FAN_ ITEM NO. - OO SHT. F -0 ENTRANCE DOORS GEN. CONTR. SHALL PROVIDE ALL ENTRANCE DOORS LEADING TO THE OUTSIDE SHALL BE SELF - CLOSING. CD SHT. F -0 TOILET ROOM DOORS GEN CONTR. SHALL PROVIDE CLOSERS ON ALL TOILET ROOM AND DRESSING ROOM DOORS. SINGLE USE TOILETS WILL HAVE PRIVACY LOCKS. SHT. F GARBAGE AND TRASH AREA THE OWNER SHALL PROVIDE FOR THE STORAGE AND CLEANING OF GARBAGE AND TRASH CONTAINERS PER CODE. QS SHT. F VECTOR CONTROL GEN. CONTR. TO SEE THAT OPENINGS AT BASE AND SIDE OF EXTERIOR DOORS SHALL NOT EXCEED 1/2". ALL EXTERIOR WALL PIPE OR OTHER OPENINGS SHALL BE TIGHTLY SEALED. ALL EXTERIOR WALL VENTS SHALL BE PROPERLY SCREENED WITH 1/4" HARDWARE CLOTH SCREENING. TQ SHT. F 1 HOT WATER HEATER GEN CONTR. TO PROVIDE A HOT WATER HEATER OF ADEQUATE CAPACITY TO FURNISH A CONTINUOUS SUPPLY OF HOT WATER FOR ALL LAVATORIES, DISH AND UTENSIL WASHING FIXTURES, ETC., H. W. HEATER 15 TO BE MT'D. ON 6" LEGS OFF FLOOR AND CLEAR ALL WALL BY A MIN_ OF 6" PER CODE. ITEM NO. 31 �U SHT F - 2 DISHWASHING MACHINE 1 N.S.F. STANDARD NO. 3 APPROVED MF'G. DISHWASHER AND STN'D. NO. 5 APP. MFG BOOSTER HEATER +180 DEG. F. WITH MECH. EXHAUST VENTILATION AS REQ'D. ABOVE 2. N.S.F. STANDARD NO. 3 APPROVED MF'G. DISHWASHER, LOW -TEMP. CHEMICALLY SANITIZED +140 DEG. F. O SHT F 1 TOILET & DRESSING FACILITIES 1. SINGLE TOILET ROOM: 4 ea. EMPLOYEES 2. SINGLE DRESSING ROOM: MIN. 20 5Q. FT. 3. SEPERATE TOILET ROOM: 5 OR MORE EMPLOYEES 4. SEPERATE DRESSING ROOM: MIN. 20 SQ. FT. PUBLIC TOILETS • 1. SEPERATE TOILET ROOMS FOR EACH SEX: 2. URINAL FOR MEN: WQ SHT. F 1 HOODS AND DUCTS K.E.C. OR G.C. SHALL PROVIDE EXHAUST VENTILATION SYSTEM AS REQUIRED BY CODE AT OR ABOVE ALL COOKING EQUIPMENT. ITEM NO. 48 aX SHT N/A GARBAGE DISPOSAL 1. DISPOSAL IN DISHTABLE: 2. DISPOSAL IN CONE IN DRAINBOARD AS PER CODE: 3. DISPOSAL IN SINK IN ADDITIONAL COMPARTMENT: • 4. PRE -RINSE PER CODE: • SHT. F LIGHTING : G. C. SHALL PROVIDE AT ALL BAR AND FOUNTAIN GLASS WASHING SINKS, ALL DISHWASHING AREAS, AND ALL FOOD PREP AREAS AT LEAST 20 -FOOT CANDLES OF LIGHT, 30" ABOVE THE FLOOR. FOOD AND UTENSIL STORAGE ROOMS, TOILET AND DRESSING ROOMS SHALL BE PROVIDED WITH AT LEAST 10 -FOOT CANDLES OF LIGHT. LIGHT FIXTURES SHALL BE DESIGNED FOR CLEANABILITY. LIGHT FIXTURES IN FOOD PREP, FOOD STORAGE AND DISHWASHING AREAS SHALL BE PROTECTED AGAINST BREAKAGE THROUGH USE OF PLASTIC SHIELDS, PLASTIC SLEEVES, SHATTERPROOF BULBS AND /OR OTHER APPROVED DEVICES. aZ SHT. F -0 VENTILATION G. C. SHALL PROVIDE APPROVED VENTILATION THROUGHOUT ESTABLISHMENT (INCLUDING TOILET ROOMS AND DRESSING ROOMS) TO KEEP ALL AREAS REASONABLY FREE FROM EXCESSIVE HEAT, STEAM, CONDENSATION, SMOKE, VAPORS ETC., AND TO PROVIDE A REASONABLE CONDITION OF COMFORT FOR ALL EMPLOYEES WORKING THERE. SECTION 3 INSTALLATION OF EQUIPMENT O GAPS AND SPACES BETWEEN EQUIPMENT BASE AND TOP OF ISLANDS SHALL BE SEALED WITH A NONHARDING SEALANT (SILICONE SEALANT). ALL EQUIPMENT ON COUNTERS, TABLES AND SHELVES THAT ARE NOT EASILY LIFTED ARE TO BE INSTALLED ON APPROVED 4" INCH LEGS, OR SEALED TO TABLE, SHELVES, ETC., BY K.E.C. ALL EQUIPMENT, FLASHING, AND BACKSPLASHES ARE TO BE ADEQUATELY SEALED TO WALL AND TO ABUTTING EQUIPMENT OR MOVED AWAY FROM THE WALL 6" FOR EVERY 4 -LIN. FEET OF EQUIPMENT FRONTAL LENGTH OR AWAY FROM EACH OTHER. SOLDERING, WELDING, APPROVED SEALANTS, OR "T CAP MOULDING MAY BE USED. A MIN. OF 30" CLEARANCE BE PROVIDED FOR ALL AISLES. BY K.E.C. 0 SHELVING SHALL BE CONSTRUCTED IN AN EASILY CLEANABLE DESIGN OF SMOOTH METAL OR WOOD WHICH HAS BEEN FINISHED AND SEALED. BOTTOM SHELF AT +6" OFF FINISHED FLOOR BACK OF SHELVES 1" CLEAR OR SEALED. BY K.E.C. OR G.C. OD PLUMBING, GAS, AND ELECTRICAL PER LOCAL CODE: SEE EQUIPMENT /FIXTURE PLUMBING PLAN SEE EQUIPMENT /FIXTURE ELECTRICAL PLAN SPECIAL NOTES ( *)NOTE: LIGHT COLOR WILL ALSO HAVE AT LEAST A 70% LIGHT REFLECTANT VALUE. CONCRETE SEALER: COVED BASE: NOTE :NO DAL TILE ACCEPTED LAPP #22179 PLAN CHECK CONSTRUCTION NOTES PLAN APPROVAL STAMP ROOM FINISH SCHEDULE 0 J L- (I) on U) CONCRETE SMOOTH WITH SEALER QUARRY TILE CERAMIC TILE EPDXY VINYL w000 CARPET METAL (GALVANIZED) CONCRETE COVED RADS. W /SEALER QUARRY TILE COVED RADIUS (3/8" MIN.) CERAMIC TILE COVED RADIUS (3/8" MIN.) WOOD VINYL CONTINUOUS COVED RADIUS (3/8" MIN.) METAL (GALVANIZED) R DIIUS (3/8 MIN.) FIBERGLASS (FIBERGLASS REINF. PANEL) CERAMIC TILE VINYL COVER'G STAINLESS STEEL METAL (ALUMINUM) GYPSUM BOARD (5/8" THICK) VINYL ACOUSTICAL (WASHABLE TILE) PLASTER (SEALED) MARLITE METAL (ALUMINUM) GYPSUM BOARD (5/8" THICK) • • • • • • • • • • • • • • • • z J • • • • • • • THE ENCLOSED PLANS ARE DESIGNED WITH THE PRINCIPAL REQUIREMENTS FOR THE SATISFACTORY CONSTRUCTION AND OPERATION OF AN EATING AND DRINKING ESTABLISHMENT FOR: OWNER : STREET • CITY: STATF • ZIP : PHONE - NAME AND LOCATION OF NEW ESTABLISHMENT : NAME : JOHNNY ROCKETS STREET : SOUTH CENTER MALL CITY: - STATE : WASH. 7IP • - • FAST FOOD: CAFETERIA: DINING: NO. OF EMPLOYEES NO. OF SEATING: PAPER SERVICE: SELF - SERVICE: BAR & LOUNGE: BEER & WINE: LIQUOR: COOKING: • • DISHWASHING: FOOD TO GO: CATERING: VENDING: INDOOR SEATING: OUTDOOR SEATING: SNACK BAR: DRIVE THRU: FREE STAND'G. BLDG• STRIP CENTER: MALL: • • SHEET NO. FT -0 F -1 F -1 F -2 F -2 F-3 F-3 F-4 FD F REMARKS 6" HIGH CONTINUOUS COVED BASE W/3/8" RADS. MIN. 6" HIGH BASE 6" HIGH BASE CONTINUOUS COVED - 6" HI. CERAMIC WAINSCOT IN TOILET © +48" HI. BEHIND COOKING LINE PAINTED - SEMI -GLOSS ENAMEL,LIGHT COLORED PAINTED - SEMI -GLOSS ENAMEL, LIGHT COLORED I\DEX TO PLA \S DESCRIPTION ENVIROMENTAL GENERAL NOTES FIXTURE & EQUIPMENT FLOOR PLAN FIXTURE & EQUIPMENT SCHEDULE EQUIPMENT PLUMBING PLAN EQUIPMENT ELECTRICAL PLAN BUILDING CONDITIONS PLAN REFLECTIVE CEILING PLAN EXHAUST DATA PLAN(S) FIXTURE AND EQUIPMENT DETAILS FIXTURE AND EQUIPMENT NOTES THE FOOD SERVICE EQUIPMENT FURNISHED IN THE ENCLOSED DRAWINGS SHALL BE MANUF'G. AND FAB. TO MEET THE FOLLOWING: 1. N_S_F_ NATIONAL SANITATION FOUNDATION 2. U.L. UNDERWRITERS LABORATORY 3. A.G.A. AMERICAN GAS ASSOCIATION 4. A.S.M.E. AMERICAN SOCIETY OF MECHANICAL ENGINEERS 5. N.F.P.A. NATIONAL FIRE PROTECTION ASSOCIATION pDe O�o AND / g 0 Q z m < T U 7 3405 (n REVISION SHEET REGISTERED AR ITECT €4•4\ KENNETH L. BUTTS STATE OF WASHINGTON (D 0 JAN 2 9 2008 RECEIVED CITY OF TU u'!VILf, FEB 12 2008 PLHMi f UEfN rER T 1 REVISION I I 1 0 EQUIPMENT AND UTILITY SCHEDULE EQUIPMENT PLUMBING ELECTRICAL ITEM DESCRIPTION QTY MANUFACTURE /MODEL NO. REMARKS HW FUEL CW GAS WASTE VOLT. KW AMPS HP PH CONN. REMARKS CONN MBTU DIR. I.W. REMARKS DIRECT OUTLET 1 EMPLOYEE LOCKERS 1 LOT KELMAX #EL618 2 MOP HANGER 1 ADVANCE #K -242 -X 3 JANITOR SHELVING 1 INTERMETRO #1224C 4 JANITOR'S MOP SINK 1 BY G.C. 5 WALK -IN COOLER /FREEZER 1 DURACOLD 1" I.W. TO FLOOR SINK 120 15.0 1 X BLOWER COIL & LIGHTS 5A REFRIGERATION SYSTEM 1 DURACOLD 208 10.0 1 X 6 COOLER SHELVING 1 LOT INTERMETRO #NKIII SERIES 7 FREEZER SHELVING 1 LOT INTERMETRO #NKIII SERIES 8 SPARE NUMBER 9 SPARE NUMBER 10 SPARE NUMBER HING /DIS HWASHINGS /NK _HOTNWATERGENERATIONAND ' °f 57E� 5's g DESIGNED, - 'DRAINBO UTE NSIL RACKS, OR ` � WAREWA$ , ,, � •�,, ,,, ,, ... PLUMBING SY HALL : E ENOUGH +TO COIV/PARTM1NTS�SHALL BE LARGE DISTRIBUTION SYSTEMS SHAW CONSTRUCTED ANA INSTALLED TABLESL 4RG . ' �'CCOMMODATE ALL SOILED AND r CLEAN ED ; ENOUGH. TO ACCOMMODATE UFFICIENT TO THE HOT ACCOF2D/NG TO LAW APPLICABLE LOCAL, a. A "� s ` °WATER } S THROUGH THE FEDERAL TATUES, ` 1 1 ICE STORAGE BIN 1 SCOTSMAN BH55OS # 1 I.W. TO FLOOR SINK 12 ICE MACHINE 1 SCOTSMAN NME1254A5 32B # 1 2" / 1 I.W. TO FLOOR SINK 208 15.0 1 X ;�` _ ' D E AND _ ,� IM MERSI O N OFD THE " _,'' M ICIIM BE- PROVIDED FOR.. �..� ,., ....M.: � . , :• - _ LARGEST :" '' � STAT GU LA TIONS JOR DINANCES) 13 SODA SYSTEM 1 BY OWNER 120 10.0 1 X VFY. W VENDOR / .,�ITEMS . , . lC HOLDING, B EFOR E - " " D UTENSILS. '� "FO ESTABLISHMENT. N - SARX UTENS , „_ , , ... E QUIPMENT AN ECE$ ,�. ;, .. _ .,.._..- ._.... W.� . � r � ....,.. - F .:.5x ._� . � - 039' ER SANITIZI � . � E , . •a .., _ - _�, r'.I.. , ' �, 3x" x �� CL _. �..-�_ -� , . , ... ,., „ -, a • ,zCLEAN/NG:ANDAFT �x : ,,, l am . s � ^.� O` "" = rte. - - .Err a x- °'° _..,. ��' RE r u�, � �-r`� AND - w p.,...:�,� .' -.;r.� :,,`� . "�` k ,. k.. � �,; ,�� � i � 14 BAG N BOX RACK 1 BY OWNER 15 SHELVING 1 LOT INTERMETRO pp4TION AREA FLOORS, equipment that is certified for sanitation Food e NGS, WALLS, WALL by d eq CEIL /NG5 S y•. • _ i _ ._National Standards Insthine HALL BE (ANSI) accr - edited certification program (NSF CTEDAND' INSTALLED App roved) Will be deemed to comply with the . _. , _ " ` _ R RESTROOM 8 KI TClIEN HAND WASH SINKS SHALL B FOOD SE'RV10E L OCKERS OR O S `�� � FA ! OFA EaUIP L PeD •TO PROVIDEWATER,4TATFMPERATURE FLOOR C61.%E Cj1 I ES SHALLi BE: PROVIDED FOR T EAST IUO DEGREE$ FAHRENHEIT'THROUGH A 'COVERING A IVp E' ORDERSTORAG F�, DESIGNDD, TH QML�(ING VALVE OR COMBINATION FAUC S ELF . _, CONSTRUCTED � _„ .- p ="CL:Q.THING•AND.OTHER _ - w SO THEVARES : -� �- ��, x - " - t �CLOSINGwORMETERINGFAUCE(S SHALLPROVID�A., _ � „^ .__, = ESSION FLOW _OFWATERFORATLEAST-15S ECOND - 'A :, P OSS v T �. f .. A �,� a,� "• �� G � r_: •;::.� ;: . T 16 SPARE NUMBER 17 THREE COMPARTMENT SINK 1 CUSTOM ST /ST 3/4" 3/4" 2' I.W. TO FLOOR SINK 18 HANDSINK 1 ADVANCE 7 -P5 80 # 1 2 " / 1 2 / 1 1 2 / DIRECT WASTE Iy0 O OTH, DU LE _ T i_3.; ° . E AN , ,• Mfood egwpment & utensil materials, .. - T s ai Y , c onstructran "and desi r" � uirements. a Ff' �• -•T 19 OVERSHELF 1 INTERMETRO #1 1488E ..•.. d: w if 4 ` .�.1 • � �y,. :. r - . "s .- '�' r � - ie�'� �s'. � r ..'a� „.= .., 20 SPARE NUMBER .j�” _-, BE ADVISED TH THE NEW WASHINGTON STATEFOOD CODEREOUIRES, . RCO IIERCIAL REFRIGERATIO TO HOLD .. FOOD A143, DEGI2EES,F HA RENHEIT OR i _ 21 PREP TABLE W /SINK 1 CUSTOM ST /ST 1/2" 1/2" 1 - 1/2' I.W. TO FLOOR SINK 22 FOOD PROCESSOR 1 DITO DEAN #TR22 120 1/2 / 1 X 23 SPARE NUMBER ?BELOW n1 (DOWNFROM45DEdREES) - _ -` 24 SLANT RACK SHELF 1 CUSTOM ST /ST \. 1 25 SPARE NUMBER 26 SPARE NUMBER 27 SPARE NUMBER 28 SPARE NUMBER 29 SPARE NUMBER --�� R V I C E C O R R I D O R 30 SPARE NUMBER 31 WATER HEATER 1 BY G.C. 1/2" 1/2" MTD. ABOVE MOP SINK S E 32 SPARE NUMBER 33 JUKE BOX MUSIC SYSTEM 1 BY OWNER 120 * 1 X VERIFY W /OWNER r 34 POS SYSTEM 1 BY OWNER 120 * 1 X VERIFY W /OWNER 35 SPARE NUMBER j 36 SPARE NUMBER Will= kill' 37 SPARE NUMBER _ 1 9 L2 1; 38 SPARE NUMBER 1 7. - D � � WAREWA0 I PREPERATION W,c + A ftt. 39 OVERHEAD STORAGE CABINETS 1 CUSTOM ST /ST 120 1.0 1 X DISPLSY LIGHTS 40 SPARE NUMBER O j 15 33 1 _1 -- t \ • a \ 41 SPARE NUMBER - . 00 42 GRILL COUNTER W /REF. BASE 1 CUSTOM ST/ST 1" I.W. TO FLOOR SINK 120 10.0 1 X �,,� j - -- OFA 43 SPARE NUMBER rn \ 44 GRIDDLE 1 WOLF #RTG -72C 3/4" 137 g ` — p � ��,' 6 ` Z 4, : Q •. - 45 GRIDDLE 1 WOLF #RTG -24C 3/4" 120 1 1 $` ® 46 FRYER BATTERY 1 FRYMASTER #MJH5OBLC -SD 1" 160 120 10.0 1 X J uu ill _— E T "" 1 -- 47 SPARE NUMBER — � .i . 5 12 11 , - w .: 41 - 1 00 r -' 48 EXHAUST HOOD 1 CAPTIVE AIR 120 10.0 1 X HOOD LIGHTS. WIRE THRU SWITCH 0 >- 33,_ 49 EXHAUST FAN SYSTEM 1 LOT BY G.C. 208 * 3 X VFY. W /G.C- 31 1 50 FIRE SUPPRESSION SYSTEM 1 ANSUL #R -102 120 20.0 1 X \. • j � \ ® "� _� ,��� _ \` 51 CHILI STATION W /FRY DUMP 1 CUSTOM ST /5T (3) 1" I.W. TO FLOOR SINK 120 12.0/20.0 1 X � ik. r - - › -e -� - r ' 52 BACK SERVICE COUNTER 1 CUSTOM ST/ST 1/2" 1/2" 1-1/2' I.W. TO FLOOR SINK 53 CHILLI WARMER 1 APW # 120 10.0 1 X j 1 ` \ 54 �''�� - ,- 54 FRY WARMER 1 HATCO #GRFFBL 120 10.0 1 X �� - -IL_ \ 0 0:11) 39 55 ICE TEA DISPENSER 1 BY OTHERS /� COOKLI � - 56 COFFEE MAKER 1 BUNN #CWTF353 1/2" 120/208 17.0 1 X 51 67 \ \ a, �rii�r ., . o 57 SPARE NUMBER 58 DIPPERWELL 2 FISHER #3041 1/2" 1" I.W. TO FLOOR SINK - ` ` . 44 larim_iii \� \ \� \\� y „._____,,i twain' `' 59 ICE CREAM CABINET 1 DELFIELD # 1" I.W. TO FLOOR SINK 120 10 -0 1 X I 4 �� A 11116 -�� .O. I] 60 ISLAND GOUNTER 1 CUSTOM 5T /ST 1 / 2 " (5)1 " I.W. TO FLOO 51N 120/208 75.0 1 X II .. - _ • 61 SPARE NUMBER 62 HOT FUDGE DISPENSER 1 BY OTHERS 120 5.0 1 X 65 I 63 SPARE NUMBER 1101 `� � : *1 0 \ I ` SERVICE COUNTER • \ i \ o 1 . "i; \ o 1 0 co \ ° 0 o o " col 64 TOASTER 1 BY OTHERS 120 15.0 1 X VERIFY W /OWNER 65 SYRUP DISPENSERS 1 LOT BY OTHERS 66 SPARE NUMBER 1 BY OTHERS 67 MALT MIXER 1 PRINCE CASTLE #935C 120 1/3 1 X 68 SPARE NUMBER 69 MILK DISPENSER 1 SILVER KING #SK5MAJ 120 15.0 1 X FIXTURE MTD. DCO 70 CHEESEMELTER 1 STAR #526CMA 120 15.0 1 X WALL MTD. DCO 70A WALL SHELF 1 CUSTOM ST /ST 71 SPARE NUMBER 1 LOT BY OWNER 120 5.0 1 X DEDICATED CIRCUIT 72 SPARE NUMBER 73 DINING COUNTER 1 CUSTOM MILLWORK 74 SPARE NUMBER �'` � SUS APPROVED E H � � ED C GESxSH A"LL B E��i -q, j . ., i W DE ITHOUT HEALT ; JAN 2 8 2008 DEPAR APPRO � •b703 ` � � � , � °� �� 75 COUNTER STOOLS 1 LOT 76 SPARE NUMBER 77 SPARE NUMBER 78 SPARE NUMBER E b�; •••• r.�; y . ?"-. �.>z,., .,:..., , •..-,.,. , 79 DRINK DISPENSER 1 BY VENDOR 1/2" 1" LW. TO FLOOR SINK 120 10.0 1 X 80 SPARE NUMBER to _ . .. ..,, . ..... t...: .. „ d IS G >;� ; ;,.., A PRE-OPENING PECTIO E1 THE KZ CO'/ HEALTH DEPARTME.ii T, 1EU!JIRED PRICi ' TO °PEW`S c 1 3 c1.:'"IANT PLAN 81 TRASH RECEPTACLES 1 BY OWNER K.E.C. - KITCHEN EQUIPMENT CONTRACTOR, G.C. - GENERAL CONTRACTOR, OWN. - OWNER, P.C. - PLUMBING CONTRACTOR, E.C. - ELECTRICAL CONTRACTOR, 0 - OUTLET, C.O. - CONVENIENCE OUTLET, DIRECT - DIRECT CONNECTION, I. W. - INDIRECT WASTE, FD -- FLOOR DRAIN F.S. - FLOOR SINK, R.D. - ROOF DRAIN, F.T. - FLOOR TROUGH 1 REVISION I I 1 0 E R V I C E 5 RW Y A PRVD B: RS AE 21/7 POET NME CL: 14=' O S FO JUNCTION BOX AT WALL .Q JUNCTION BOX ABOVE FLOOR O JUNCTION BOX AT CEILING • WATERPROOF CONDUIT STUB c_) JUNCTION BOX INSTALLED IN EQUIPMENT 1� DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET (FURNISHED WITH EQUIPMENT) SINGLE PURPOSE POWER OUTLET SINGLE PURPOSE POWER OUTLET (FURNISHED WITH EQUIPMENT) VAPORPROOF LIGHT `—r (FURNISHED WITH EQUIPMENT) ® CASH REGISTER OR PRE —CHECK OUTLET • TELEPHONE SWITCH II ilk \ \0 J, ��� _.� C R h EF�iGEF F IOM SYSTEM. VFY. LOCATION W /ARCH. 4s" e 1 ■■h* ,uum 0 R � ®_ 1111111MMTIO! WAREWASH STUB —U +76" PRE4'.Eg ON ULM _ 5KLINE CE COUNTER 10" 9" 24" S E R V I C E C O R R I D O R EQUIPMENT PLUMBING PLAN x PLUVBI \G SYV F.S. FLOOR SINK F.D. FLOOR DRAIN BOLS •-FF HOT WATER, ROUGH—IN AND CONNECTION COLD WATER, ROUGH —IN AND CONNECTION 0 DIRECT WASTE, TRAP BELOW FLOOR ® F.S. FLOOR SINK WITH HALF GRATE HOT WATER, COLD WATER, DIRECT WASTE FUEL GAS, ROUGH —IN AND CONNECTION Pos oso RECEIVED CITY OF T UK . I A FEB 1 2 2008 PEI-UV-III GEN I SEE SHEET FD AND F\ FOR NOTES AND IETAILS PERTAINING TO THIS S - EET 1 1 1 z w CD O REVISION 1 SHEET F OF &h.._ id WV KENNETH L. BUTTS STATE OF WASHINGTON `JAN 2 9 2008 DRAWN BY: CAD 1 APPROVED BY: ROSE DATE: 12/13/07 PROJECT NUMBER SCALE: 1 /4 " =1' -0" d 0 ' 0 0 0 0 0 4I � 0 411 SOFFI 0 SERVICE 0 0 OU N TER W 0 I EXIT W a A m II! I III • l i g aMMIIMIMIMFOR \_m _ IlI_Iu■rirr.mimmi @mm7 a ■I - I`reoD Wes_ I � CO KLINE OWN 1_ 1 m r rl 7z N ,,\ 1 WALK r�£O• Wll\ L HT y _.I L� R S E 2X4 RECESSED MOUNTED FLOURESCENT LIGHT FIXTURES (TYPICAL) 2X4 NON — POROUS ACOUSTICAL CEILING TILE IN '7" —GRID SYSTEM (TYPICAL) R V I C E C O R R I D O R ILLUMINATED EXIT LIGHT /SIGN REFLECTIVE CEILING PLAN 1 ■ IB COOKLINE Its FD D , Sill Milk INEEMO 4' -2" 00 P REP ER ATION m r N CD [I. S E R V I C E BUILDING CONDITIONS PLAN Vo 000 C O R R I D O R (.0 RECEIVED CITY OF TIU WILA FEB 12 2008 .t COEN IER S -E SHEET F3 FOR \OTES A\ PERTAI \I \G TO T A 3 \D F\ DETAILS IS S EET U Cip 1 z J W r m 0 REVISION KENNETH L. BUTTS STATE OF WASIU NGTON 3405 JAN 2 Q 2008 DRAWN BY 7 CAD APPROVED BY: ROSE 16 GA. S.ST SHELF W/ ALL JOINTS WELDED AND POLISHED 15" a" PROV. OPENING IN TOP FOR DATE: 12/13/07 FIRE SYSTEM MICRO SWITCH 1 LIGHT SWTCH ASSEMBLY-FACTORY WIRED TO SPLCE BOX. © _ © 0 I - 1 r w I AO � CONTACTORS, WIRING, AND HOOK UP 4" THK. URETHANE FLOOR PANELS W/ METAL FACINGS. 3/16" ALUM. TREAD PLATE WEARING FLOOR & COVED 11111, FULL SIZE HOTEL PAN 12 "X20" FINISHED CEILING I 120/60/1 BY ELECTRICAL CONTRACTOR CONTACTORS LOAD LOAD -- _ _ I 1 /2" E.M.T. TO ABOVE I C EILING AS SHOWEN I I� WIYH NO BENDS I OR OFFSETS .' , :'- . . ' . " ". . 2" INTEGAL BACK RISER • ENDS UP Q WALLS G.C. TO PROVIDE SUPPORT IN WALL FOR MOUNTING BRACKETS SECURE EACH BRACKET TO WALL WITH 1/4 " - 20 S/S BOLTS ANCHORED WITH TOGGLES OR EXPANSION SHIELDS p 0 � � BASE AT INTERIOR BY K.E.C. 3' -0" �, POWER SUPPLY �O 61119 ( INTERCONNECTNG WIRING & CONDUIT ETY ELEC. COM R). _ O (WSTA E0 B' ELEC F Mr I R.)"D W /COLD STORAGE ROOM COOLER EVAPORATOR SPLICE 60X -S. P.S.T. SWITCH BY ELEC. CONTRR. MOUNTED ADJACENT TO EVAP. AT 78' A.F.F. ® ROOM THERMOSTAT - FURNISHED BY REFRIGERATION CONTRACTOR. ® Loup LINE SOLENOID - FURNISHED EY REFRIGERATION CONTRR. . I INTERIOR RAMP COLD STORAGE ROOM DOOR I HOLDING HOLDING G HOLDING — I -I I �� 1 L i I WALL 0 © COOLER I r I I I 1 0 Q �� I I I I-- / (D I I \ • / /// O © 0 © O O EVAPORATOR COIL- FURNISHED BY REFRIGERATION CONTRACTOR- O HIGH TEMP. ALARM - FURNISHED BY REFRIGERATION CONTRACTOR. ADJUSTABLE NEOPRENE WIPERS JAMB AND SILL HEATER ASSEMBLY (AT FREEZER ONLY) 12^ • I • I I L I I L _ LINE I I L I L _ _ LINE Q� �� � C . ® DOOR JAMB HEATER SPLICE 60X. NOTE: INTERCONNECTING WIRING,CONDUIT, & FINAL CONNECTION FOR ITEMS 3 TO 8 BY ELECTRICAL CONTRACTOR. 1 6 GA. S.ST SHELF W/ ALL JOINTS WELDED AND POLISHED 0 ® 5 POWE REFRIGERAT ON COMPRESSOR DEFROST - RACK. SEE R !UU IP GINATES MENT SCHEDULE AT FOR VOLTAGE, PHASE AND LOADING. 03 VACUUM RELIEF VALVE - FURNISHED WITH COLD STORAGE ROOM. © O Q Q I ` POWER SUPPLY 0 Q J ° ' ) / — a i �' 4/0 BOX WITH A 1/2" 2 CONDUIT POSITIONED `` AS SHOWEN WITH TABS IN UPPER RIGHT AND ~ LOWER LEFT OF BOX Q1 - I s FREEZER � 2" INTEGAL BACK RISER ENDS UP WALLS G.C. TO PROVIDE SUPPORT IN WALL FOR MOUNTING BRACKETS SECURE EACH BRACKET TO WALL WITH 1/4 " - 20 S/S BOLTS ANCHORED WITH TOGGLES OR EXPANSION SHIELDS A © ®O O Q ELECTRICAL CONTRACTOR TO SHUT OFF ALL WHEN FIRE SYSTEMS CURRENT LOCAL FIRE INTERCONNECTION OF AND ELECTRICAL PANEL OF ELECTRICAL CONTRACT. TO MAKE NECESSARY PROVISIONS ELECTRICAL IN AND UNDER UNDE HOOD, ARE ACTIVATED. THIS IS TO MEET ALL CODE REQUIREMENTS. FIRE SUPPRESSION CONTROL BOX SHUNT BREAKERS TO BE PART w.,., ,; ? 5 a� � /L A d e e ° °` � ii POWE © COOLER ro W � O T � ©� O a �o..�Y I 1 0- �, 0 ,1 © O 0 FREEZER WALL WHEN TWO BOXES ARE MOUNTED SIDE BY SIDE THE DISTANCE BETWEEN CENTERS SHALL NOT BE LESS THAN 7" . C. S.R I \T -R OR RAvP DETAL WALL SHELF DETAL REMOTE E R� PLL C WIRING SC —VATIC EIRE SYS. � C.S.R. WIR f\G � AGRAv A RAISED CURB (IF ANY) INDIRECT WASTE PIPING TOP OF CONCRETE PAD TO BE TROWELED SMOOTH FIN. WALL N � DRIP TROUGH _ \ _ - - _ )-G FIXTURE 2" MIN, ICE BIN OR SIN / � � a p ° °4 A ° ° ° ° 0 ° ° 4 \° ° 0 ° - CONCRETE PAD & •ND LEVELED FIN. FLR. BY GENERAL CONTR. BUILDING WALL r J ° A ° \ ° p o° ° a ° FLOOR SINK 1 CEILING FINISH FLOOR VERIFY WITH LOCAL CODE RAISED CURB OR CABINET � � SHELF G C TO INSULATE DRAIN LINES FROM ICE BINS VARIES VARIES CONDUIT l 1 ----: BUILDING WALL l I V EE BLDG. COND. PLAN .. SEE BLDG" COND. PLAN r-� —. REMOVABLE SHELF ' "P" TRAP __--1„---- VVVV v ° a , e - �7JI `�' = III PULLBOX WHERE INDICATED SEE PLAN FOR SIZE o / �_ FIN. FLOOR � I -'7.- FLOOR SINK j� a4 ° -0 A C p a ° a .o 4 w ° 9 ° V e • p a .e BASE (IF ANY) FINISH W /COVE BASE TILE SINK �� N Z .... �.� . _ .. y. • " -" FINISH FLOOR w i a " e , ' a ° ° 6 v e 4 "" SECTION SECTION ° SECURE DRAIN LINE TO WALL — '- a 1 , • ���� NOTE: ICI I r 0 �p z a W O o W U J ¢ fr III EQUIP. CONDITION ND PAD EQU EQUIPMENT PAD AT WALL ; ( o 111 d 0 a ° FLOOR SINK 2" 1' -0" 2„ FIN. FIN. SEE ELECTRICAL PLAN FOR CONDUIT SIZE CONDUIT AND PULL BOX BY ELECTRICAL CONTRACTOR NOT SED 0 REFRIGIRATIO\ CO \DU T L \E RU\ L \ D R- CT WAST= DETA L TYP CAL H BOOR S \, - EQ„IPVE\T PAD 8 / 1 1 \ FOR EQUIPMENT REQUIRING CONTINUOUS CONDUIT RUNS BEVERAGE, BEER, c T -- r _.- - L N n } STRUCTURAL MEMBER BY GENERAL CONTRACTOR MOUNTED 2'•-0" ABOVE HOOD WALL / (I.E.- WINE, & LIQUOR LINES) PROVIDE MINIMUM 0 24 RADIUS BEND (TYPICAL) % SEE PLAN FOR LOCATION 1 1 L FINISHED CEILING LINE • % • - - -- I - _ -� -- - -- - -� -\- -� - ri D ,._ •■■ 0 1 1 • • • • 0 SEE PLAN FOR APPROX. LENGTH AND LOCATION / I — STEEL ROD 1 1/2" ALL THREAD / BY HOOD INSTALLER DOUBLE D SHELF SINGLE C� SHELF JANITOR'S SHELF (/1\ UTENSIL /POT `T RACK /SHELVING \ L STEEL ROD HANGER BY HOOD INSTALLER °II PLAN UIT R IS ZE SEE CEILING 1 1 ��') II �I I \ I I I I I I I I I I I L I I I I 1 PULL —BOX TO BE 12" X 12" X DEPTH OF STUD + FINISH WALL THICKNESS = — u II u II I I I BUILDING I I r------'°\ OUTLINER OF HOOD —1 I I I �_ F.S.E.C. TO PROVIDE ONE HANGER ROD FOR EVERY 4 FEET OF HOOD,OR AS INDICATED ON PLAN y %' / PRE - RINSE SINK VENTILATOR WORKTABLE MOUNTED NOTE: 1. ALL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF BACKING 2. ALL WALL BACKING TO BE 14. GA. STEEL OR EQUAL, 12" HIGH BY LENGTH INDICATED ON PLAN, SECURELY ATTACHED TO STUDS. ( STUDS TO BE 18 GA. IF METAL} 3 ALL BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. \OT ,SID P \OT USED V BEVERAGE CO\ D,IT DITAIL J WALL BACK } \G DETAILS — 003 R03 — A \GER DETAIL C RECEIVED CITY OF TUKov! A FEB 12 2008 bb....,0 PI:HMe I C;N fER DRAWN BY 7 CAD APPROVED BY: ROSE DATE: 12/13/07 PROJECT NUMBER SCALE: 1/4"=1'-0" AO z LO 0 REVISION SHEET ( ‚=p OF REGISTERED ARCHITECT f' KENNETH L BUTTS STATE GF yiA HINGfON 3405 'AN .2 DRAWN BY: CAD NOTES TO GENERAL CONTRACTOR DATE: 1 2/1 3/07 FIXTURE PLUMBING NOTES SCALP: 1 /4 " =1' -0" FIXTURE ELECTRICAL NOTES FIXTURE ELECTRICAL NOTES (CONTINUED) FIXTURE REFRIGERATION NOTES 1. 2. 3. 4. 5. 6 • 7. a. 9. 10. 1 1 - 12. 13. 14. 15. 16. 17. 18. 19, 20- 21. 22. 23- 24. 25. 26. 27. 28. 29. 30. THE FOLLOWING ITEMS AND /OR WORK ARE TO BE PROVIDED AND /OR PERFORMED BY THE GENERAL CONTRACTOR AND /OR HIS SUBCONTRACTORS UNDER THE GENERAL CONTRACT. PROVIDE ALL PLUMBING AND ELECTRICAL ROUGH-INS, INTERCONNECTIONS, AND FINAL CONNECTIONS TO ALL RESTAURANT FIXTURES AND EQUIPMENT AS SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR PLUMBING, ELECTRICAL, REFRIGERATION, AND EXHAUST AND MAKE -UP AIR PLANS. PROVIDE ALL FIXTURE CURBS AS SHOWN ON FIXTURE CURB PLAN. PROVIDE AND INSTALL ALL CONDUITS AND PULL BOXES AS SHOWN ON FIXTURE REFRIGERATION PLAN. PROVIDE MINIMUM 6" HIGH LEVEL PLATFORM, COMPLETE WITH METAL TOP AND FLASHING FOR REFRIGERATION RACK. PROVIDE AND INSTALL ALL NECESSARY BACKING AND BLOCKING IN WALLS AND CEILINGS TO SUPPORT FIXTURES, SHELVING, INCLUDING HOODS AND FIXTURE CANTILEVER SUPPORTS. SEE FIXTURE BACKING PLAN AND ELEVATION SHEETS AND FIXTURE FABRICATOR'S SHOP DRAWINGS FOR REQUIREMENTS. INSTALL CANTILEVER SUPPORTS FOR KITCHEN EQUIPMENT AND SLEEVES FOR CANTILEVERED COUNTER STOOLS AND KITCHEN EQUIPMENT AS SHOWN ON FIXTURE CURB PLAN. ALL CANTILEVER SUPPORTS AND SLEEVES TO BE PROVIDED TO GENERAL CONTRACTOR BY FIXTURE CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. PROVIDE AND INSTALL ALL RESTROOM ACCESSORIES AS SHOWN ON FIXTURE FLOOR PLAN, AND AS NOTED ON FIXTURE SCHEDULES AND ARCHITECT'S PLANS. PROVIDE AND INSTALL ALL TILE FOR FLOORS, BASES, WAINSCOTS, AND WALLS WHERE SHOWN ON THESE PLANS AND ARCHITECTURAL PLANS AND AS SPECIFIED BY ARCHITECT AND DECORATOR. TILE ON WALLS IN KITCHEN AND SCULLERY AREA TO BE INSTALLED PRIOR TO INSTALLATION OF FIXTURES. DECORATIVE TILE ON WALLS IN SEMI - EXHIBITION COOKING AND SERVING AREAS TO BE INSTALLED AFTER INSTALLATION OF FIXTURES. PROVIDE AND INSTALL ALL WOOD PANELING, BEAMS, JAMBS AND TRIM AS SHOWN ON INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS AND AS SPECIFIED AND DETAILED ON ARCHITECTURAL PLANS AND BY DECORATOR, UNLESS NOTED OTHERWISE. FOOD SERVICE EQUIPMENT CONTRACTOR TO SUPPLY ALL DECORATIVE WALL- COVERINGS SERVICE EQUIPMENT IP FIXTURE AND E TO SUP SUPPLY ALL DECORATIVE THESE WALL MATERIALS ARE TO BE INSTALLED BY GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR MUST PROVIDE REQUIRED MATERIAL QUANTITY TO THE FOOD SERVICE EQUIPMENT CONTRACTOR. ALL TAKE -OFFS TO BE VERIFIED PRIOR TO ORDERING. PROVIDE AND INSTALL ALL LIGHTING FIXTURES WHERE PART OF BUILDING AS SHOWN AND SPECIFIED ON REFLECTED CEILING PLAN AND ARCHITECT'S DRAWINGS. ALSO ASSEMBLE AND INSTALL ALL DECORATIVE LIGHTING FIXTURES PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR LISTED ON FIXTURE AND EQUIPMENT SCHEDULE. BUILD SAFE, PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR OR OWNER, INTO CONCRETE PYLON AND /OR BOLTED TO FLOOR AS SHOWN ON CURB PLAN PROVIDE AND INSTALL ALL ITEMS NOTED G.C. ON FIXTURE EQUIPMENT SCHEDULES. PROVIDE ALL OPENINGS THROUGH CEILING AND ROOF INCLUDING SHAFTS, ENCLOSURES, ETC., FOR FIXTURE MAKE -UP AIR AND EXHAUST SYSTEMS, AND PROVIDE PADS AND /OR CURBS ON ROOF. SEE EXHAUST AND MAKE -UP AIR PLANS FOR LOCATIONS. REPAIR AND/OR OR REPLACE ROOF SEAL TO ORIGINAL CONDITION AND IN ACCORDANCE TO ANY REQUIREMENT AS TO NOT VOID WARRANTY IF APPLICABLE. PROVIDE AND INSTALL COMPLETE FIXTURE HOT WATER SYSTEM. SEE ARCHI- TECURAL MECHANICAL PLANS FOR SPECIFICATIONS AND DETAILS. COORDINATE ALL PHASES OF CONSTRUCTION WITH FOOD SERVICE EQUIPMENT CONTRACTOR, INCLUDING NOTIFICATION IN ADVANCE WHEN ROUGH AND FINISHED PLUMBING AND ELECTRICAL WORK, CURB FORMS, ETC., CAN BE CHECKED. GENERAL CONTRACTOR TO SUPPLY AIR TO COMPRESSOR ROOM AS FOLLOWS: 1,200 CFM'S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS, WITH PROPER GRILLS IN WALL TO EXHAUST SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. GENERAL CONTRACTOR OR GENERAL CONTRACTOR'S SUBCONTRACTORS ARE TO RECEIVE FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT IF HIS CONTRACTORS ARE NOT ON JOB SITE AT TIME OF DELIVERY. SPRINKLER HEADS IN FREEZER BOXES WILL BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR. SWINGING DOORS IN PASSAGEWAY SHALL BE PROVIDED WITH WINDOWS WHICH SHALL BE 200 SQUARE INCHES OR OF A SUBSTANTIALLY EQUIVALENT AREA. THE GLASS SHALL BE EITHER SHATTERPROOF OR WIRE GLASS AND THE BOTTOM OF THE WINDOWS SHOULD NOT BE MORE THAN 48" FROM ABOVE THE FLOOR. DOORS TO MEET ALL LOCAL CODES. IT IS THE RESPONSIBILITY OF THE OWNER AND OR GENERAL CONTRACTOR TO / INSURE THAT FOOD SERVICE EQUIPMENT CONTRACTOR RECEIVES COPIES OF ALL ADDENDA AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IN THE EVENT THAT THIS INFORMATION IS NOT DELI- VERED TO FOOD SERVICE EQUIPMENT CONTRACTOR, OWNER WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY FAILURE TO GIVE FOOD SERVICE EQUIPMENT CONTRACTOR THIS INFORMATION. WHERE NOISY OR VIBRATION PRODUCING EQUIPMENT IS LOCATED ADJACENT TO DINING AREAS, PROVISION SHOULD BE MADE TO "DOUBLE STUD" AND/OR SOUND- / PROOF COMMON WALLS BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC., PRIOR TO FINAL INSTALLATION OF ALL EQUIPMENT. INSTALL ALL ITEMS LISTED IN SCHEDULE BY FOOD SERVICE EQUIPMENT CONT'R* SYMBOL, I.E. PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR. FOR FUTURE INFORMATION CONCERNING THE EQUIPMENT INDICATED ON THESE PLANS, CONTACT SPECIALIST AS MARKED ON PLAN. IT SHALL BE THE RESPONSIBILITY AND ACCOUNTABILITY OF THE GENERAL CONT'R TO ASSURE THAT HIS SUBCONTRACTORS OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THOSE SECTIONS OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE PRESENT AT ALL INSPECTIONS AS REQUIRED BY HIS TRADE CONTRACT WITH OWNER. GENERAL CONTRACTOR AND HIS SUBCONTRACTORS TO PROVIDE ENGLISH SPEAKING PERSONNEL ON JOB SITE AT ALL TIMES. GENERAL CONTRACTOR TO PROVIDE FOR AND INSTALL A JOB SITE PHONE. GENERAL CONTRACTOR TO WARRANTY ALL LABOR AND MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM CERTIFICATE OF COMPLETION. FOOD SERVICE CONTRACTOR IS NOT RESPONSIBLE FOR LOSS OF OR DAMAGE TO ANY EQUIPMENT, ONCE DELIVERED TO JOB SITE AND SO NOTED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. . 11. 12. 13, 14. 15. 16. 17 18 19. 20. 21 22. 23 24, 25. 26. 27. 28. ALL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND SCHEDULE ARE FOR FIXTURES AND EQUIPMENT SHOWN ON FIXTURE FLOOR PLAN ONLY. SEE ARCHITECTURAL PLANS AND /OR GENERAL CONTRACTOR FOR FURTHER BUILDING REQUIREMENTS. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE PLUMBING PLAN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. PLUMBING CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. HEIGHT OF PLUMBING OUTLETS (NOTED AS PLUS 12 ", 24" ETC -, ON FIXTURE PLUMBING PLAN) IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB) TO CENTER LINE OF OUTLET. PLUMBING LINES SO NOTED ARE TO BE RUN IN WALL AND TO STUB OUT OF WALL AT HEIGHT INDICATED. PLUMBING OUTLETS NOTED AS "STUB UP" ARE TO BE RUN UNDER FLOOR AND ARE TO BE STUB OUT OF FINISHED FLOOR OR CURB AT LOCATION SHOWN ON FIXTURE PLUMBING PLAN. THESE OUTLETS ARE TO PROJECT 2" ABOVE FINISHED FLOOR OR FINISHED CURBS, AS THE CASE MAY BE, SO AS NOT TO INTERFERE WITH INSTALLATION OF FIXTURES. ALL FLOOR SINKS TO BE INSTALLED ACCORDING TO LOCAL CODES. FLOOR SINKS TO BE A.R.E. CAST IRON INDIRECT WASTE RECEPTORS. PLUMBER TO PROVIDE GRATES AS INDICATED ON FIXTURE PLUMBING PLAN AND SCHEDULE FOR ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS. IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR, PLUMBER SHALL COMPLY BUT NOTIFY FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY. PLUMBER TO PROVIDE ALL FLOOR DRAINS AS SHOWN ON FIXTURE PLUMBING PLAN AND ANY ADDITIONAL AS CALLED FOR ON ARCHITECTURAL MECHANICAL PLANS. FIXTURE FABRICATORS TO PROVIDE ALL FAUCETS WHERE PART OF FIXTURE AND AS SHOWN ON FIXTURE PLUMBING SCHEDULE, UNLESS OTHERWISE NOTED. REFERENCE USED FOR FAUCET IS "T & 5" FOR T & S BRASS & BRONZE WORKS, INC., AND "FISHER" FOR FISHER MANUFACTURING COMPANY, "C.F." FOR CHICAGO FAUCET COMPANY. PLUMBER TO PROVIDE ALL VALVES, TRIM, AND PRESSURE REGULATORS NECESSARY TO CONNECT ALL LINES TO FIXTURES. ALL EXPOSED PIPE AND TRIM ABOVE WORKING HEIGHT OF FIXTURES TO BE CHROME PLATED. ALL EXPOSED PIPE AND TRIM BELOW WORKING HEIGHT TO BE PAINTED WITH SILVER PAINT BY PLUMBER AFTER INSTALLATION. PLUMBER TO USE COUPLE JOINTS, NOT SWEAT JOINTS, TO CONNECT ALL BUILT -IN EQUIPMENT FOR EASE IN REMOVAL OF EQUIPMENT FOR SERVICE OR REPLACEMENT. PLUMBER TO PROVIDE PLASTIC REINFORCED TUBING COMPLETE WITH REQUIRED SHUT -OFF VALVES AND FITTINGS FOR ALL PORTABLE COUNTER EQUIPMENT. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES TO INDIVIDUAL FIXTURES OR EQUIPMENT AND WADE SHOCK STOPS (#W-5) ON ALL GLASS FILLERS. PLUMBER TO DRAIN ALL FIXTURES AND EQUIPMENT AS REQUIRED TO EITHER DIRECT OR INDIRECT WASTE LINES. THIS INCLUDES DRAINING OF ALL REFRIGERATED UNITS TO FLOOR SINKS. INCLUDING REFRIGERATION COILS AND REFRIGERATED DISPLAY COILS. ALL DRAIN LINES FROM SINKS, EITHER TO DIRECT OR INDIRECT WASTE LINES, TO BE NO SMALLER THAN STUBBED OUT OF SINK ITSELF. ALL EXPOSED COLD DRAIN LINES TO BE WRAPPED WITH CORK INPREGNATED RUBBER TAPE TO PREVENT SWEATING. PROVIDE 1" INSULATED COPPER LINES FOR DRAINING WALK -IN COOLER AND /OR WALK-IN FREEZER BLOWER COILS TO FLOOR SINKS. LINES TO BE RUN THROUGH WALLS, AS SHOWN ON FIXTURE PLUMBING PLAN, FROM COIL LOCATION TO FLOOR SINK LOCATION. EXPOSED PORTIONS OF LINES WITHIN WALK -INS TO BE INSULATED TO PREVENT FREEZING OF CONDENSATE. PLUMBER TO VERIFY REFRIGERATED DISPLAY CASE LOCATION WITH FOOD SERVICE EQUIPMENT CONTRACTOR AND PROVIDE SAME BEFORE WALLS ARE COVERED OR DISPLAY CASE IS INSTALLED. WASTE LINES RUNNING FROM DISPOSER UNITS SHOULD BE AS DIRECT AS POSSIBLE WITH MAXIMUM FALL. ALL PLUMBING LINES WITHIN FIXTURES ARE TO BE RUN THROUGH BULKHEADS, RACEWAYS, AND BEHIND SHELVES WHEREVER POSSIBLE. PLUMBER TO TAKE SPECIAL CARE IN RUNNING LINES IN FIXTURES THAT HE DOES NOT BLOCK ANY SPACE WHICH IS TO BE RUN EITHER TO BACK OR SIDE OF COMPARTMENTS AND THEN DOWN TO FLOOR SINK OR DIRECT WASTE LINE LOCATION. PLUMBER TO PROVIDE INTERIOR AND EXTERIOR HOSE BIBBS AS DIRECTED ON FIXTURE PLUMBING PLAN AND ARCHITECTURAL MECHANICAL PLANS. PLUMBER TO PROVIDE VACUUM BREAKERS ON ALL HOSE BIBBS. PLUMBER TO PROVIDE ALL BACK FLOW PREVENTION DEVICES AS REQUIRED BY LOCAL CODES UNLESS OTHERWISE NOTED. PLUMBER TO PROVIDE HOT WATER SYSTEM SPECIFIED ON ARCHITECTURAL MECHANICAL PLANS. IF 180 DEGREE HOT WATER IS SUPPLIED FROM MAIN WATER HEATER, PLUMBER TO PROVIDE RECIRCULATING 180 DEGREE LINE, COMPLETE WITH RECIRCULATING PUMP, TO DISHWASHER RINSE LINE CONNECTION. PLUMBER TO PROVIDE 2D# PRESSURE REGULATOR AND TEMPERATURE GAGE FOR RINSE LINE CONNECTION TO DISHWASHER. PLUMBER TO CONNECT WATER SOFTENING AND WATER FILTERING EQUIPMENT, IF USED. VERIFY LOCATION WITH ARCHITECTURAL MECHANICAL PLANS. WATER PROVIDED TO COFFEE MAKERS MUST NOT FEED OFF WATER SOFTENERS, UNLESS OTHERWISE SPECIFIED. PLUMBER TO PROVIDE COLD WATER LINES, GAS LINES, AND DRAINS ON ROOF AS REQUIRED FOR FIXTURE EXHAUST AND MAKE -UP AIR PLAN AND ARCHITECTURAL PLANS FOR LOCATION AND REQUIREMENTS. VERIFY HOOK -UP OF UNITS AT JOB SITE WITH FIXTURE SHEET METAL FABRICATOR SUPPLYING SYSTEMS. ALL EXPOSED WATER LINES TO BE TYPE "L" COPPER AND ARE TO BE SIZED TO MEET JOB DEMANDS BY MECHANICAL ENGINEER AND /OR PLUMBING CONTRACTOR. ALL UNDERGROUND WATER LINES TO BE TYPE "K" COPPER AND ARE TO BE SIZED TO MEET JOB DEMANDS BY MECHANICAL ENGINEER AND /OR PLUMBING CONTRACTOR. PLUMBER TO PROVIDE AND CONNECT ALL WATER LINES, GAS LINES, DRAIN LINES, FLOOR SINKS AND FLOOR DRAINS, INCLUDING NECESSARY VALVES, FITTINGS, AND TRIM FOR ALL RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND SHOWN ON FIXTURE PLUMBING PLAN, PLUMBING SCHEDULE AND NOTES. THIS WORK TO BE PERFORMED BY THE PLUMBING CONTRACTOR UNDER THE GENERAL CONTRACT IN A FIRST CLASS WORKMANLIKE MANNER. PLUMBING CONTRACTOR TO CORE DRILL AND INSTALL ANY CONDUITS AND FIRE SEPARATION SLEEVES WHERE REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO SEE THAT HIS PHASE OF THE WORK MEETS, AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL, STATE, AND FEDERAL LAWS (INCLUDING HEALTH CODES), AND ANY CODES PECULIAR TO MUNICIPALITY OR AREA WHERE JOB IS TO BE INSTALLED. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IN THE EVENT THERE ARE DISCREPANCIES BETWEEN THE PLUMBING ENGINEERED DRAWINGS AND FIXTURE PLUMBING DRAWINGS. HOLES OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR WATER, WASTE GAS LINES, SHALL BE CUT BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. 1. 2. 3. 4. 5, 6. 7 8. 9. 10. 11. 12. 13 14. 15, 16. 17. 18. 19. 20. 21. 22. 23. 24 24. 25. ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON FIXTURE PLAN AND SCHEDULE ARE FOR FIXTURES AND EQUIPMENT SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR EQUIPMENT FIXTURE FLOOR PLAN, SEE ARCHITECTURAL PLANS AND GENERAL CONTRACTOR FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE ELECTRICAL PLAN ARE TAKEN FROM FINISHED WALL TO CENTER LINE OF OUTLET OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE. HEIGHT OF ELECTRICAL OUTLETS (NOTED AS PLUS 12 ", 24" ETC.,) ON FIXTURE ELECTRICAL SCHEDULE IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB), TO CENTER LINE OF OUTLET SET HORIZONTALLY. ELECTRICAL LINES SO NOTED ARE TO BE RUN IN WALL AND TO TERMINATE IN BOX OR STUB OUT OF WALL AT HEIGHT INDICATED. ELECTRICAL LINES NOTED AS "STUB -UP" ON FIXTURE ELECTRICAL SCHEDULE ARE TO BE RUN UNDER FLOOR AND ARE TO STUB OUT OF FINISHED FLOOR OR CURB, AS THE CASE MAY BE, At LOCATION SHOWN. ALL ELECTRICAL POWER NOT OTHERWISE NOTED TO BE SINGLE PHASE. ALL 120 VOLT CONVENIENCE OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS ARE TO BE RATED 20 AMPS. ELECTRICAL CONTRACTOR IS TO PROVIDE ANY ADDITIONAL OUTLETS AS CALLED FOR BY ARCHITECT, OWNER, AND /OR GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL EQUIPMENT WHERE CAPS AND CORDS ARE NOT STANDARD WITH MANUFACTURER. ELECTRICIAN TO ALSO SHORTEN ANY CORDS SUPPLIED WITH EQUIPMENT IF REQUESTED TO DO SO BY OWNER OR FOOD SERVICE EQUIPMENT CONTRACTOR REPRESENTATIVE. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND PULL BOXES FOR REFRIGERATION, BEVERAGE, AND SODA GAS LINES. SEE FIXTURE REFRI- GERATION AND /OR FIXTURE ELECTRICAL NOTES AND PLANS. ELECTRICAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR LOCATIONS AS INDICATED ON PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR FREEZERS, ELECTRICAL CONTRACTOR TO PROVIDE 4 AND /OR 5 WIRE SERVICE FROM COMPRESSOR TO UNIT AND /OR UNITS. WHERE 208 VOLT IS SPECIFIED, FOOD SERVICE EQUIPMENT CONTRACTOR WILL PROVIDE TRANSFORMERS TO CORRECT VOLTAGE TO 230 VOLT FOR REMOTE ICE MAKER CONDENSING UNITS ONLY. TO BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL LOCKOUT DEVICES ON ALL BREAKERS FOR CLOCKS, REFRIGERATION, CONTROL WIRING AND EXHAUST SYSTEM CONTROLS. ELECTRICIAN TO SUPPLY STAINLESS STEEL COVER PLATES FOR ANY FULLY OR PARTIALLY EXPOSED PULL BOXES AND /OR ELECTRICAL ACCESS BOXES AND PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. ELECTRICIAN TO PROVIDE POWER ON ROOF FOR AND CONNECT COMPONENTS OF FIXTURE MAKE -UP AIR AND EXHAUST SYSTEMS, INCLUDING CONTROL PANELS FOR WATER WASH HOOD. ELECTRICIAN TO INTERCONNECT EXHAUST AND MAKE -UP AIR SYSTEM FOR ACTIVATION FROM SINGLE SWITCH PROVIDED BY HIM. SEE ARCHITECTURAL PLANS AND SHOP DRAWINGS FOR REQUIREMENTS AND LOCATIONS OF EQUIPMENT- VERIFY CONNECTION OF UNITS AT JOB SITE WITH FIXTURE SHEET METAL FABRICATOR PROVIDING SYSTEMS. ELECTRICIAN TO PROVIDE AND RUN CONDUITS FOR TELEPHONE, SOUND SYSTEM, COMPUTER, AND POS SYSTEMS, AS INDICATED ON FIXTURE ELECTRICAL PLAN, ARCHITECTURAL PLANS, AND /OR BY GENERAL CONTRACTOR, AND /OR OWNER, ELECTRICAL CONTRACTOR AND /OR ELECTRICAL. ENGINEER TO SIZE ALL ELECTRICAL JUNCTION BOXES, CONDUIT AND PANELS. PANELS TO BE SIZED TO ALLOW ONE FREE CIRCUIT (FOR FUTURE USE) FOR EVERY FIVE CONNECTED CIRCUITS. ELECTRICAL CONTRACTOR TO PROVIDE ALL JUNCTION BOXES AND CONVENIENCE OUTLET BOXES LOCATED IN WALLS AND IN WOOD FIXTURES (UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE). FIXTURE SHEET METAL FABRICATOR TO PROVIDE AND LOCATE ALL JUNCTION BOXES, CONVENIENCE OUTLET BOXES AND SWITCHES WHERE PART OF METAL FIXTURES (UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE). HOWEVER, INTERNAL WIRING FOR BOXES SUPPLIED AS PART OF FIXTURE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR ELECTRICIAN TO RUN HIS LINES FROM JUNCTION BOXES TO END USAGE IN FIXTURE, FIXTURE FABRICATOR TO SUPPLY AND INSTALL SUITABLE CONDUIT FOR RUNNING OF SUCH LINES. ALL JUNCTION BOXES AND CONVEIENCE OUTLET BOXES LOCATED IN WALLS TO BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED ON FIXTURE ELECTRICAL SCHEDULE- ELECTRICIAN TO PROVIDE EXTENDER BOXES THROUGH SPLASHES AS REQUIRED. MAGNETIC STARTERS, WHERE REQUIRED FOR ALL EQUIPMENT SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR UNDER FIXTURE CONTRACT, WILL BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE 120/60/1 OUTLET FOR WATER SOFTENER AND TIME CLOCK. SEE FIXTURE ELECTRICAL PLAN AND /OR ARCHITECTURAL PLANS FOR LOCATION. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL LIGHTING FIXTURES WHERE PART OF BUILDING AND TO ASSEMBLE AND INSTALL ALL DECORATIVE LIGHTING FIXTURE THAT MAY BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR AND /OR OWNER. SEE REFLECTED CEILING PLAN AND /OR ARCHI- TECTUAL PLANS FOR RERQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE AND CONNECT ALL LINES, CONDUITS, JUNCTION BOXES, OUTLET BOXES, PULL BOXES, SWITCHES, ETC., FOR ALL RESTAURANT FIXTURES AND EQUIPMENT AS REQUIRED AND AS SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR ELECTRICAL PLAN, ELECTRICAL SCHEDULE AND NOTES INCLUDING INTERNAL WIRING OF FIXTURES. THIS WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR UNDER THE GENERAL CONTRACT IN A FIRST CLASS, WORKMANLIKE MANNER. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND COMPLIANCE WITH ANY AND ALL RELATED CODES, INCLUDING ANY REQUIRED ELECTRICAL INSPECTION OF CUSTOM FIXTURES DURING OR AFTER FABRICATION AT FABRICATOR'S SHOP OR AFTER DELIVERY OF FIXTURES TO JOB SITE. ELECTRICAL CONTRACTOR SHALL CHECK WITH FIXTURE FABRICATOR ON PROGRESS OF FABRICATION AND SHALL BE RESPONSIBLE FOR ANY REQUIRED INSPECTION OF INACCESSIBLE AREAS IN FIXTURES BEFORE SUCH AREAS ARE CLOSED OR SEALED. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO FURNISH FOOD SERVICE EQUIPMENT CONTRACTOR WITH A WRITTEN LETTER INDICATING THE VOLTAGE, PHASE AND CYCLE AVAILABLE FOR EQUIPMENT PRIOR TO ORDERING EQUIPMENT. NO ELECTRICAL EQUIPMENT WILL BE ORDERED UNTIL RECEIPT BY FOOD SERVICE EQUIPMENT CONTRACTOR OF THIS LETTER. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SEE THAT HIS PHASE OF THE WORK MEETS AND IS INSTALLED IN ACCORDANCE WITH STANDARDS REQUIRED BY ALL GENERAL, STATE AND FEDERAL LAWS (INCLUDING HEALTH AND FIRE CODES) AND ANY AND ALL CODES PECULIAR TO MUNICIPALITY DR AREA WHERE JOB IS BEING INSTALLED. WHERE THE SYMBOLS -- 0 ARE INDICATED FOR A SOLID CONNECTION, A 6' -0° SECTION OF FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATION AND SHALL BE CONNECTED TO "J" BOX LOCATED IN A CONVENIENT POSITION ON EQUIPMENT AFTER EQUIPMENT HAS BEEN PLACED IN POSTION. IF LOCAL CODES DO NOT PERMIT THIS METHOD, PLEASE CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IMMEDIATELY. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO CONTACT FOOD SERVICE EQUIPMENT CONTRACTOR IN THE EVENT THERE ARE DISCREPANCIES BETWEEN THE ELECTRICAL ENGINEERED DRAWINGS AND FIXTURE ELECTRICAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SEE THAT ALL LIGHTING FIXTURES ARE PROPERLY SUPPORTED AND MEET LOCAL BUILDING CODES. 26. 27- 29. 30. 31. 32. 33. ELECTRICAIN TO PROVIDE DISCONNECT AND /OR THROW OFF SWITCHES FOR ANY EQUIPMENT AS REQUIRED BY LOCAL CODE. ELECTRICIAN TO PROVIDE TEMPORARY POWER FOR FOOD SERVICE EQUIPMENT CONTRACTOR INSTALLERS. TRANSFORMER IF REQUIRED PRIOR TO INSTALLATION WITH FOOD SERVICE EQUIPMENT CONTRACTOR. PROVIDE AND INSTALL TRANSFORMER PER CODE. ELECTRICAL CONTRACTOR TO LABEL AND NUMBER ELECTRICAL PANELS PER FOOD SERVICE EQUIPMENT SCHEDULE. LABEL TO BE TYPED AND INSTALLED IN A WATERPROOF MANNER. ELECTRICAL CONTRACTOR TO BE PRESENT AT ALL TRADE INSPECTIONS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ELECTRICAL CONTACTORS FOR ALL ELECTRICAL COOKING EQUIPMENT FOR FIRE CONTROL SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL HEATER TAPE FOR CONDENSATE DRAIN LINES IN WALK -IN , REACH -IN, AND /OR FREEZER BASES. HOLES AND /OR OPENINGS REQUIRED IN EQUIPMENT AND FIXTURES FOR SERVICE OUTLETS, CONDUIT RUNS, WIRING, ETC., SHALL BE CUT BY THE FOOD SERVICE EQUIPMENT CONTRACTOR ONLY. 1. 2, 3. 4. 5. 6, ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL ALL CONDUIT AND PULL BOXES UNDER THE GENERAL CONTRACT FOR FIXTURE REFRIGERATION SYSTEM. ALL FULLY OR PARTIALLY EXPOSED PULL BOXES TO BE COMPLETE WITH STAINLESS STEEL COVER PLATES. SIZE OF PULL BOXES TO BE AS SHOWN ON FOOD SERVICE EQUIPMENT CONTRACTOR REFRIGERATION PLAN. CONDUIT TO BE ROUND APPROVED TYPE, DIAMETER AS INDICATED WITH MINIMUM BENDING RADIUS OF 24" (FACTORY L'S WILL NOT BE PERMITTED . ( ) VERIFY WITH CODES TYPE OF CONDUIT REQUIRED. GALVANIZED CONDUIT SHOULD NOT BE USED WITH COPPER REFRIGERATION SYSTEMS. ALL HORIZONTAL DIMENSIONS SHOWN ON FIXTURE REFRIGERATION PLAN ARE GIVEN FROM FACE OF FINISHED WALLS TO CENTER LINES OF PULL BOX OR CONDUIT AND /OR FROM CENTER LINE OF PULL BOX OR CONDUIT TO CENTER LINE OF PULL BOX OR CONDUIT, UNLESS OTHERWISE NOTED. HEIGHT OF PULL BOXES ON WALLS IS GIVEN FROM FINISHED FLOOR TO CENTER LINE OF PULL BOX. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUIT FOR REMOTE CO2, SYRUP AND BEER LINES FOR DISPENSING SYSTEMS AS CALLED FOR ON FIXTURE REFFRIGERATION PLAN. ELECTRICAL CONTRACTOR TO SUPPLY POWER AT COMPRESSOR RACK FOR AND CONNECT COMPRESSORS COMPLETE WITH DISCONNECT SWITCHES, UNLESS NOTED OTHERWISE HEREIN. SEE FIXTURE REFRIGERATION SCHEDULE FOR REQUIREMENTS. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL ALL COM- PRESSORS, LINES, FITTINGS AND VALVES FOR COMPLETE FIXTURE REFRI- GERATION SYSTEM. FIXTURE REFRIGERATION CONTRACTOR TO SUPPLY AND INSTALL WELDED ANGLE IRON RACK AND PROTECTIVE HOUSING SIZE TO HOLD ALL REMOTE COMPRESSORS AND CONDENSORS. GENERAL CONTRACTOR TO SUPPLY AIR COMPRESSOR ROOM AS FOLLOWS: 1,200 CFM'S OF AIR PER H.P. ARE REQUIRED TO BE BROUGHT INTO COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF COMPRESSORS, WITH PROPER GRILLS IN WALL TO SAME AMOUNT OF AIR. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES AT ANY TIME, THE AIR BROUGHT IN MUST BE COOLED. ELECTRICAL CONTRACTOR TO PROVIDE 4 -WIRE, OR 5 -WIRE TO 7 -WIRE COLOR CODED SERVICE FROM FREEZER COMPRESSOR AND TIME CLOCK TO FREEZER BLOWER COIL IN FIXTURE FOR AUTOMATIC DEFROST SYSTEM. CONDUIT RUNS ON PLAN FOR SYRUP LINES, CO2, GAS LINES, AND REFFRIG- ERATION LINES ARE SHOWN ONLY SCHEMATIC: CONDUIT SHALL NOT EXCEED 45 FEET IN LENGTH ON HORIZONTAL OR VERTICAL RUNS, AND NO MORE THAN THREE (3) CONDUIT BENDS WITHOUT TERMINATING IN A 12" X 12" X 4" PULL BOX. PULL BOX LOCATIONS SHALL BE ACCESSIBLE FOR PULLING OF LINES, CONDUIT BENDS MUST HAVE A MINIMUM RADIUS OF 24 ". GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORM ON ROOF. TOP OF PLATFORM COVERED WITH GALVANIZED SHEET METAL. SEE PLAN AND /OR SCHEDULE FOR SIZE. REFRIGERATION CONTRACTOR TO PROVIDE HEATER TAPE FOR FREEZER DRAIN LINE. ELECTRICAL CONTRACTOR TO HOOK-UP. vii 7. B. 9. 10. 11. 12, 13. NOTES PERTAINING TO FIXTURE CURB AND WALL BACKING PLAN 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. ALL CURB DIMENSIONS ARE GIVEN FROM FACE OF FINISHED WALL TO FACE OF FINISHED CURB AND/OR FROM FACE OF FINISHED CURB TO FACE OF FINISHED CURB UNLESS OTHERWISE NOTED ON PLAN. ALL CURB HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO TOP OF FINISHED CURB. ALL CURBS TO RECEIVE EQUIPMENT AND /OR FIXTURES TO BE FINISHED SMOOTH AND LEVEL AND INTERSECTION OF TOP OF CURB AT FINISHED WALL TO BE FINISHED SQUARE (NO COVE). ALL CURBS IN AREAS WITH TILE FLOORS TO HAVE COVED TILE ON ALL EXPOSED FACES INCLUDING SET -BACKS AT PARTIALLY EXPOSED FLOOR SINKS. ALL AREAS WITH TILE FLOORS TO HAVE COVED TILE BASE UP WALL. BASES TO BE SET FLUSH WITH FINISHED WALL MATERIAL ABOVE BASE. ALL EXPOSED CONCRETE FLOORS TO BE SEALED WITH ACID RESISTANT SEALANT. ALL AREAS WITH EXPOSED CONCRETE FLOORS TO HAVE COVED CONCRETE BASE 6" HIGH, UNLESS OTHERWISE SET FLUSH WITH FINISHED WALL MATERIAL ABOVE. EXCEPTION: WALL BASE WALK -IN COOLER AND FREEZER TO BE 9" HIGH. ALL CARPET TO BE FLUSH WITH ADJACENT FLOORING MATERIAL. ALL NECESSARY BACKING FOR CANTILEVER TABLE TOPS, SHELVING, ETC., SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE BACKING PLAN. SEE FIXTURE PLUMBING PLAN FOR LOCATION OF ALL FLOOR SINKS AND FLOOR DRAINS. ALL FLOOR SINKS AND FLOOR DRAINS ARE TO BE SET FLUSH WITH FINISHED FLOOR UNLESS OTHERWISE NOTED ON FIXTURE PLUMBING PLAN, PLUMBING SCHEDULE, AS REQUIRED. IN THE EVENT RACEWAY IS INDICATED ON CURB PLAN, THE CONCRETE CONTRACTOR WILL BACK FILL EXPOSED AND ACCESSIBLE OPENING OF RACEWAYS AND OTHER. PROVIDE 3/4" RADIUS COVE WHERE FINISHED FACE OF CURB INTERSECTS THE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON PLAN AND EXPOSED CURBS WHERE FINISHED TOP OF CURB INTERSECTS FINISHED WALL. ALL SLEEVES, OR CANS FOR DISHTABLES OR POT SINKS TO BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR, BUT INSTALLED BY GENERAL CONTRACTOR. ALL CANTILEVERED BRACKETS FOR TABLE TOPS, WORK TABLES, DISHTABLES, AND SINKS TO BE PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR, BUT INSTALLED BY GENERAL CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS AND DIMENSIONS PROVIDED BY FOOD SERVICE EQUIPMENT CONTRACTOR. SLEEVES FOR CANTILEVERED STOOL BASES AT COUNTERS, IF USED, TO BE SUPPLIED BY FOOD SERVICE EQUIPMENT CONTRACTOR FOR INSTALLATION INTO CURB BY THE GENERAL CONTRACTOR. FOOD SERVICE EQUIPMENT CONTRACTOR TO SUPPLY AND INSTALL (INCLUDING CORE DRILLING) ALL SLEEVES FOR DINING TABLE BASES AND EMPLOYEES DINING STOOLS. ALL WALLS DIRECTLY ADJACENT TO COOKING ITEMS, SUCH AS BROILERS, FRYERS, OVENS, RANGES, ETC., TO BE CONSTRUCTED OF NON COMBUSTIBLE MATERIALS PER LOCAL CODES. FIXTURE EXHAUST AND MAKE -UP AIR SYSTEM NOTES 1 • 2. 3. 4. 5• 6. 7 GENERAL CONTRACTOR TO PROVIDE FINISHED SHAFTS AND OPENINGS THROUGH CEILING AND ROOF FOR EXHAUST AND MAKE -UP AIR DUCTS. OPENINGS AND SHAFTS TO BE SIZED AND LOCATED PER FIXTURE EXHAUST & MAKE -UP AIR PLAN. EXHAUST DUCTS SHAFTS AND OPENINGS TO BE CONSTRUCTED SO AS TO HAVE MINIMUM 2 -HOUR FIRE RATING, OR AS REQUIRED BY GOVERNING CODES. ALL ROOF PENETRATIONS MUST HAVE A MINIMUM OF 4" HIGH CURB WITH ROOFING MATERIAL COVED UP FACE SO ONLY TOP SURFACE REQUIRES WEATHERPROOFING. GENERAL CONTRACTOR TO WEATHERPROOF ALL ROOF OPENINGS. GENERAL CONTRACTOR TO PROVIDE 6" HIGH PLATFORMS AND SLEEPERS ON ROOF FOR COMPRESSOR PAD AND MAKE -UP AIR UNITS. TOPS OF ALL PADS TO BE COVERED IN GALVANIZED SHEET METAL BY GENERAL CONTRACTOR. VERIFY SIZE AND LOCATION OF PADS WITH FIXTURE SHEET METAL FABRICATOR AND REFRIGERATION CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE POWER ON ROOF FOR THE CONNECT ALL EXHAUST AND MAKE -UP AIR SYSTEM COMPONENTS. SUPPLY SHUT -OFF OR DISCONNECT SWITCHES FOR EACH UNIT SO THAT EACH PIECE OF EQUIPMENT CAN BE SWITCHED OFF ON ROOF. ALL ELECTRICAL LINES, CONNECTIONS, AND SWITCHES ON ROOF MUST BE WEATHERPROOFED. THIS WORK TO BE DONE BY ELECTRICIAN UNDER HIS CONTRACT WITH THE GENERAL CONTRACTOR. (NOTE: FIXTURE SHEET METAL FABRICATOR TO SUPPLY MAGNETIC STARTERS AND THERMO- OVERLOAD PROTECTION FOR UNITS UNDER HIS CONTRACT.) ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL, AND HOOK -UP SWITCH BOXES FOR OPERATING MAKE -UP AIR SYSTEMS. FIXTURE SHEET METAL FABRICATOR TO PROVIDE ELECTRICIAN WITH WIRING DIAGRAM SHOWING CONNECTION OF UNITS. ELECTRICAL CONTRACTOR TO HOOK UP EXHAUST UNITS WITH SINGLE SWITCH WITH PILOT LIGHT. PLUMBER TO PROVIDE WATER LINES, GAS LINES AND NECESSARY DRAIN ON ROOF FOR AND CONNECT ALL MAKE -UP AIR SYSTEM COMPONENTES. SUPPLY READILY ACCESSIBLE SHUT OFF VALVES IN GAS LINES TO EACH DUCT FURNACE AND IN WATER LINES TO EACH EVAPORATIVE COOLER. EVAPORATIVE COOLERS TO DRAIN TO ROOF DRAINS. THIS WORK TO BE DONE BY THE PLUMBER UNDER HIS CONTRACT TO THE GENERAL CONTRACTOR. BUILDING HEATING AND VENTILATING CONTRACTOR TO MECHANICALLY VENT ALL RESTROOMS AND STOREROOMS UNDER THE GENERAL CONTRACT. SEE MECHANICAL PLANS. DRAWN BY: CAD APPROVED BY: ROSE DATE: 1 2/1 3/07 PROJECT NUMBER SCALP: 1 /4 " =1' -0" I) Ar- obo RECEIVED CITY OF TU :;;;,,;ILA FEB 12 2008 C N' I"ER X30 cn III 0 O cn J w 0 1 REVISION KENNETH L. .STATE OF WASHINGTON JAN 2 0 2j0 HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD WEIGHT TYPE QTY, HEIGHT LENGTH QTY. TYPE WIRE GUARD L ❑CATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY L❑CATI ❑N 1 SS Baffle with Handles 4 16' 16' 4 Incandescent Light FIx NO 450 Deg. 2800 12' 20' 2800 YES 445 LBS, 4 16' 20' 2 430 SS Where Exposed ALONE N/A 0 2 166 MISC -PSP 12' NO 93 LBS. 3 0 2240 430 SS Where Exposed ALONE NO 313 LBS. HOOD N❑, MODEL LENGTH LENGTH MAX. C❑ ❑KING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH, CFM RISER(S) TOTAL SUP. CFM RISER(S) RISER(S) END TO END R ❑W WIDTH LENG, DIA. CFM S.P. WIDTH LENG, DIA, CFM S.P. 1 5424 ND -2 12' 0.00' 450 Deg. 2800 12' 20' 2800 - 0,583' 0 430 SS Where Exposed ALONE N/A 2 166 MISC -PSP 12' 0.00' 300 Deg, 0 2240 430 SS Where Exposed ALONE N/A 3 MISC- 4824 OPTI ❑N 5 8' 0.00' 0 Deg. 0 0 430 SS Where Exposed ALONE N/A HOOD NO. OPTION LENGTH WIDTH HEIGHT RISER(S) WIDTH LEND, 3 BACKSPLASH 80.00' High X 144,00' Long 430 SS HOOD N❑ POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LEND, DIA, CFM S,P, 2 Front 144' 16' 6' 12' 24' 1120 0,145' 12' 24' 1120 0.145' HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUM(S) HOOD OPTIONS HANGING ANGLE 3' STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS • 'O. 0 / i ` • .L CLASSIFIED BAFFLE -TYPE GREASE FILTERS ' EXHAUST RISER GREASE DRAIN WITH REMOVABLE CUP 54' EQUIPMENT BY OTHERS 100W VAPORPROOF INCANDESCENT LIGHT 16' 33' MIN 48' MAX 2.75' • 24' NOM 78' TYP, SECTION VIEW — MODEL 5424 —ND -2 with PSP Accessory SUPPLY RISER WITH VOLUME DAMPER 23,5% OPEN STAINLESS STEEL PERFORATED PANEL 54.00' 3.00' 16.00' Hood #1 • >• Hood #2 12.00' 1 a I 24.00' 72100' 8.00' 1 12.00' ! 20.00' 11.00' 0 U.L. Listed Incandescent Light Fix 12.00' 24,00' 72.00' 8.00' 36,00' I 72,00' I 36.00' 12' 0.00' PLAN VIEW - Hood #1 - 12' 0,00° LONG 5424ND -2 PLAN VIEW - Hood #2 - 12' 0,00° LONG 166MISC -PSP I a I t•� RECEIVED CITY OF TU'KWILA FEB 1 2 2008 HtHMi Ctl\iiER 1/2" DIA. AU. THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DL4 HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE — PUNCHED AT FACTORY ND -2 HANGING ANGLE DETAIL HOOD STYLE CANOPY ND2 ND2 —PSP —F BACKSHELF 2847BD VHB /VHB — G FRONT BACK DIMS BY SIZE RIEAR FROM 4.166" 4.166" 2.00" 36 "X36" 2.246" DIM FROM (2 °" 2.246" 2.246" 14.25" 42 "X42" 2.246" DIM FROM (30' 2.246" 2.246" 48 "X48" 2.246" HANGING ANGLE LOCATIONS EXHAUST CFM =LENGTH OF HOOD X CFM /UN.FT. (LOAD) SUPPLY CFM =EXHAUST CFM X PERCENTAGE REQUIRED CFM TOTAL DUCT AREA =144 X DUCT LENGTH= FPM( *) TOTAL DUCT AREA DUCT DEPTH • CAPTIVE —AIRE VENTILATOR DUCT SIZES ARE CALCULATED USING AN EXHAUST VELOCITY OF 1500 -1800 FPM AND A SUPPLY VELOCITY OF 1000 FPM. CALCULATIONS UTILIZED CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: NFPA® BUILDING CODES 11,91F-131AL CAPTIVE —AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS kVAILABLE AS FOLLOWS; NON — COMBUSTIBLE LIMITED— COMBUSTIBLE COMBUSTIBLE CLEARANCE REDUCTION SYSTEM NONE REQUIRED 3' UNINSULATED STANDOFF 3" INSULATED STANDOFF CLEARANCE TO COMBUSTIBLES INSTALLATION 1. ALL ELECTRICAL 'FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY ELECTRICAL CONTRACTORS. 2. ALL PLUMBING "FIELD" CONNECTIONS AND RELATED INTERCONNECTIONS BY PLUMBING CONTRACTORS. 3. HANGING BRACKETS LOCATED AND WELDED AS SHOWN ON PLANS. ALL OTHER HANGER MATERIALS PROVIDED BY INSTALLING CONTRACTORS. 4. ALL CONNECTIONS FROM CAPTIVE —HIRE DUCT PER MECHANICAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF FIRE. 7. ALL LIGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE —AIRE ARE FACTORY PREIMRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR LIGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBILITY FOR VERIFICATION OF DIMENSIONAL DATA CONTAINED ON THESE DOCUMENTS FOR ACCURACY. INTEGRATION, AND ADMINISTRATION OF CODE REQUIREMENTS IN EFFECT PRIOR TO ANY RELEASE FOR PRODUCTION OF EQUIPMENT SHOWN. BALANCE 11- KITCHEN HOODS MUST BE BALANCED WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSMVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIONAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE. 15. SIGNED AND APPROVED" COPIES OF THIS DOCUMENT MUST BE RECEIVED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. GENERAL NOTES RESISTANCE VS. AIRFLOW - 2" / leen -Gard Baffle Type Grease Filters 1-0 az as 0.4 a2 0 0.3.75 0.77.5 0.075 0025 160 /0.76 200/1.01 250/127 3110/152 350/1.72 400/203 AIRFLOW (fpm /m /s) PRODUCTS ao.a.mon 111111111111111111111 Kleen-G-ard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel n FILTER DETAIL REVISIONS DESCRIPTION A A A A DATE: 1 c ( 4 ) ftt 0 cc DATE: 12 -18 -07 DWG. #: 702814 DRAWN BY: AHJ SCALE: N.T.S. HOOD DETAIL PLAN SHEET# 1 of 1 JAN 2 21108 1 To All Contractors: Required note for bidding and installation: E - 1 GENERAL SPECIFICATION, ELECTRICAL LEGEND, SINGLE LINE DIAGRAM EXISTING MAIN DISTRIBU iION DRAWING I N D EX 5 5 \ 7 O' - -\ SYMBOLS DESCRIPTION ' 1 D DUPLEX RECEPTACLE: 20A 125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. . +. D DUPLEX RECEPTACLE: 20A - 125V, 2W GROUND FAULT CIRCUIT \ coordination a furnished differed from the cut sheets, the contractor shall adjust the installation accordingly. " " GFI I �;p� Q QUADPLEX RECEPTACLE: 20A - 125V, 2W GROUND FAULT INTERUPTI0N TYPE \ be for c installation and complete functional and operational equipment and systems. All ' 'I■F GFI + and any other requirements will be part of bid for fully functional and complete installation as required by D DUPLEX RECEPTACL F: 20A 125V ZW + ISOLATED GROUND TYPE, +15" \ IG \ at. Q QUADPLEX RECEPTACLE: 20A 125V, 2W f ISOLATED GROUND TYPE, +15" N ed S SINGLE RECEPTACLE: 20A - 125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. I eF D DUPLEX RECEPTACLE: 2OA -125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. TL T 1, CONTRACTOR SHAH APPLY FOR ALL PERMITS AND INSPECTION REQUIRED BY LEGAL DUPLEX RECEPTACLE: 20A-- 125V -2P, 2W GROUNDING TYPE, CEILING MTD. U.O.N. ( I- , (E) 2" CONDUIT BY LANDLORD. SINGLE RECEPTACLE: 20A - 220V GROUNDING TYPE, I-15" A.F.F A.F.F. U.O.N. I V T TELEPHONE OUTLET WITH 3/4" CONDJIT TO TEL. BACKBOARD, + 15" A.F.F. V C COMPUTER DATA OUTLET WITH 3/4" CONDUIT TO DATA LINE TERMINAL, - -H LEASE LINE (TE\ A\ T SPAC -) COMBINATION TELEPHONE & DATA OUTLET, +15" A.F.F. U.O.N. WITH 3/4" I Q T TELEVISION OUTLET WITH 3/4" CONDUIT TO TELEVISION TERMINAL, +15" C R AND F XTFN TO PANFI "A" I ()CATION -J TOGGLE SWITCH, 20A- -125V. FLUSH MOUNT Ai +48" OR AS NOTED, SUBSCRIPT Ai SYMBOL INDICATES THE FOLLOWING: 2 - DOUBLE POLE K - KEY t - MANUAL TIME SWITCH D -- DIMMER ( (N) 2 >- - -1 D DISCONNECT SWITCH WITH FUSED AS NOM) ) DISCONNECT SWITCH, NON -FUSED B �\ "A" MOTOR OUTLET o (N) PANEL " MD: MAIN DISTRIBUTION PANEL LIGHTING OR APPLIANCE PANEL PLYWOOD BACKBOARD FOR MAIN TI - LFPHONF TERMINATION . CONDUIT RUN CONCEALED BELOW E LOOR OR GRADE 0 CND. CONDUIT RUN CONCEALED ABOVE CEILING OR WALLS _ __ ( (N) 1"C, 3 #4 CU + 1#4 C 1/2" CONDUIT 3 #17 + 1 #12 GND. U.Q.N. / 1" CONDUIT 6#12f1#12 GND. U.O.N. /// 1 / / / /,f 1 - - / /// 3 3/4" CONDUIT 4 #12 +1 #12 GND. U.O.N. - / / 1" CONDUIT - 7#12 +1 #12 GND. U.O.N. - / < (N) TR A \ SFOR Vi E R "TA" 3/4" CONDUIT-5#12+1#17 GND. U.O.N. 1 1" CONDUIT-8#12+1#12 GND. U.O.N. - -) 4 45 KVA DRY TYPE TRANSFORV1ER / / / / / /// CONDUIT RUN EXPOSED 6 6/4 "C - (1) #4 GND. 1 110/108V WYE- 3 PIIASL, 4 WfRL SL:CONDARY T T TELEPHONE CONDUIT 2" MINIMUM U. B TO EXISTING NEAREST GROUND ROD, -` _ CONDUIT STUB -UP (N) 2 "C, (4) #1 /0 CU ± 1#4 GND. y � C CONDUIT STUB -DOWN ] C /// > CODE SIZE CONDUITS U.O.N. OMLRUN 10 PANEL, HATCH MARKS INDICATE NUMBER OF #12 WIRES IN ( yF > C OJ J JUNCTION BOX 1 5D 3 "B 1 (N) PANEL " 120/208V, M M METER. ° 3P - MAIN SERVICE SWITCHBOARD " S M MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION. - W.P. W WEATHER PROOF N N N NEW - HP H HORSE POWER U U.O.N. U UNLESS OTHERWISE NOTED E E E EXISTING SYMBOL & LEGEND 4 4 1. PROVIDE GROUNDING CONDUCTOR FOR FLEXIBLE METAL CONDUIT SUPPLIED BY OVER 20 5 ipg_3;_2pn L v2.____ 0 GROUNDING AND BONDING NOTES 3 3 C THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC QNI Y. DO NOT SCAT F THE ELECTRICAL VOL TAGF DROP CAL CULATION: V.D. AMPS x L.(ft) x 18.7 7VD VOLTAGE DROP x x 1 PARTY I ABFI ED AS A SYSTEM FOR IT'S IN TENDED USE- BY A NATIONAL RFCOGNI7FD A = 7 I I IT ,E T� IE ELECTRICAL E EDHT T T O ; TIEToI�FU�B,LIT," T:, ERCTER'L ' C TCU;TS SPECIFIC NOTES 2 2 S SINGLE-LINE DIAGRAM SCALE: NONE 1 1 K / BUTTS \ A.I.A. Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PI ACE DAVIS, CA 95616 E -MAIL YASHAVANT@COX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE .310 576 1569 FAX OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON 1 A 3f1SSI 31da I 1 12.10.07 i i PERLIMINARY DRAWINGS SUBMITTAL LA 1 12.26.07 HEALTH DEPARTMENT SUBMITTAL aaaaa DATE L REVISION I 3f1SSI 31da I 1 12.10.07 i i PERLIMINARY DRAWINGS SUBMITTAL LA 1 12.26.07 HEALTH DEPARTMENT SUBMITTAL ISSUED FOR APPROVAL ISSUED FOR PiAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 1.0.DWG SHEET TITLE: GEN.NOTES, LEGEND & SINGLE -LINE DIAGRAM SCALE: AS NOTED SHEET NUMBER: E-1.0 II 1 L II 1 L TO PANEL "8 " -39 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING PANEL "A" SCHEDULE ISSUED FOR CONSTRUCTION LUGS ONLY MAIN C.3. ISSUED FOR: AMPS. LOCATION Johnny Rockets PANEL RATING 225 2i30 31b0 ` U 3 f]SSI PERLIMINARY DRAWINGS SUBMITTAL / , VOLTS X 277 / 480 MOUNTING X SURFACE FLUSH SHEET NUMBER: E -2..0 120 1 208 / LOG r G I EMERGENCY LIGHTING CALCULATION (TYPE "EM ") Kenneth L Butts Architect VA LOAD OUTLETS Ei BUS a .,,`:`,>. OUTLETS DESCRIPTION DESCRIPTION VA LOAD °- c} FAX. (818) 999 4321 H 120V, 1PH N AUTO TIME SWITCH d 2 = h + x2 cos 0 = h/d U A B C 'Code MIST REC TRw FR7F REC MISC E —MAIL YASHAVANTOCOX.NET Cod€ A $ C 1 831 310 576 1569 FAX 0 EF -1 EXHAUST FAN 1 3 PANEL "B" 1 TRANSFORtvE 1 A" 0 12760 2 : d = V h + x2 cos = 12' / 16.97' 3 831 li l, 14675 4 - l e TING LIGHTING CONTACTOR 5 831 - I 12785 6 , z , 2 _ -.MI d = 12 + 12 20 : :: 70 h =12' Iii cos - 0.7071 d = 16.97' FOOT CANDLE CALCULATION: 7 0 MU-1 MAKE -UPA1R UNIT MEM 3 1fi1 -1 WATER HEATER36KW 0 12000 S ■ �I�■®. 9 831 - swim - 12000 1 [: e 11 831 - - 12000 12 20 60 UN d LUMENS x x LLF "P" 13 7147 AGwi AIRCQNI31TtONlNG 3 MANE 20 1 SPARE 14 13 7147 SPARE 16; — I SEE PANEL SCHEDULE FOR CIRCUIT & No OF POLES 2 COS0 POINT = d 1200 x 0.7071 x 0.7 "P" _ iii 20 1 17 7147 SPARE 18_ . 20 1 soy 19 SPARE SPARE 20 1 ► , 20 1 ii, POINT _ (16.97) 2 21 22, (0 - 2 HRS OVERRIDE) 1 20 1 SPARE SPARE I FC = 2.060 23 I 24 LOCATION: SWITCH BANK SPARE 1 1 20 1 SPARE i -.�- - -- -i --� LUMENS n " x COSO x LLF POINT "Q" f "P" x POINT ,.�... - - �. _�.�,__� _..._ a� �— �• _�� ��� �. mc+ .:e wvi��aa'�- .-- c,.ui.:: nuW...a �.. �. wwa.. w....1.w..aa uaw�...u,n.lx -..-.. •E f " - -_._ ....._.. -_. ....- ��V-- .. _ - — .. �;�-- -- - — 'it7ini "ii :: - !Y Y_ ...._. _•: _- -.:•� ='_==� •-• �. f •���- �: i _ 1 S ..n Q 1200 x D. 7071 x a. 7 "Q" s � . :,:•� ,�• 7 -� - � .�� ...._. . _..— ._- ....._ .. . ,. .. ..... ___.,... 51[Y YYYYYYYIY I:Y iIIYYY ►' ....___. ..... �.;„ ,3 � _..;r_._... :i . :i�J .F.� r • _ -�+ vF .._ ,E n.� YII --" YI: "19 Y\► \I \IYI" �_.. . . _..._ �•• �,c m ?- ; • .� ..._ .�_ ,..,,,.,,. ,.;.' .. :•:: -te - _ _ I V I M _ . I II _ y , •�.�,.: _ _ �{:.... : _ _._ . •a:.- .__..._ � � _... .._...- .•- ..:.. a::_.... .: ; . , ...... .._...._. - ._.._. . _ _.._._ . :. — •:-:.: ... ..____..._....- �.'.�df_,fi _.... - ...,.,.,. ._ ,,•�. , ... , ... - - I �IIIIIiMJIX Nii Ml _ s"iitii!' - .... ' �• �• ..r . 1 •-_. �. •: -••. -' �' -. — _.......e. _ _ _ . �..._ - _ > a - � :.� —•a::: = .:::: _ .._- ____. _._ _. > c.-. - r _ _.:.ate. ..... _...._ . _ _ _ _ _ _ -- - - =:�_ • >- : �. r .. _ _, ..� _. - : • ._.__.. =� . -� _ - -:._. . _ r . _ _.. _._.._ � - s.. -.._ �.. ....____ —_. -. E - -- __.._......._.._._.__..._.- ..._......• .._.__. =- :_: •-'-- .::: -._ -.. ......_._..._..._.__ ......r•: :: o_:s:: �'C? ' � :::c:: ! >- s . =11 ti (12.00) -- vv- ____._...____v__.rvn::v:• :F.....nn::n...av_�1.�.,.Il7!! iz " 3. " :u�::;�•r .i I .- ,.,�_1.` s, . • �--- � . _..- .. �°t � . : . - -- �•�-_. .. _ :� _.r._- ...— ..__.. - s�- .=- '- v�.::rr�:_a �::r.:_ ..._...._.. ...__._. ...�>W..�........_,. -:r c.--, ��. m >��_ r� .:.._... �_ r ...__— .___....__.__......_..._. _. - ... :-. -� .::..__ ... ._....._.. _.�_...� ._..._. .. ...�...__..._._._....r._...._._ _.-. ..._...W_._.._._....._.......__ ........_..._...� Y- I FC 4.120 .. _ ._ - .. _.._ .__ —' ._ ._.._. _ _.._ _ .....___ ._._ .� ...._ ��'•:::::� _..._ ..._..__ ..._ . .............. ._. tr •� -_ ...., . :••_.e�.".�..yW:r_�:a:. r.. °�: �;r n _ ._._. _ _.. _r..... :_... .. ._ . . nair:"i t.� u3iiil it r ': T- ,.. , i sr_ {1= �::� _..�:_......_.,.:..::_,,• � ,� ,,;° >�> a!,€,�, ..�#f -�•- �-�, ,1���.�.��3�1"€il�ll l ��. {::.• 4 :11 1 " =:{ , I. , . t{ �.. d t! i� . ° r'�� :-•�� °.c-� °' W-- !:r.... �. ...... _ _ n_-•_ ._ -._ . - nm .... .,...._._—___.._._ ._..._..:_ Y::...- � - 441-- TO EMERGENCY LT AND / OR EX IT SIGN PLAN) (SEE LIGHTING BATTERIES SHAL BE RATED FOR FULL LIGHT OUT (MAXIMUM LAMP LUMENS) �-- ___ .�-_ . ...._.. . ... ._ ... ._ :_� ?`- • ,,. - '•. ,: l:: ,, :� "�si 1, 1~ ,If: • ..... ._ .N L. �- - ...Irr.r�.Y - - = - •� :. ::- ,a3::, ,:::�:r ,t ,7- � ;� � ra ,fie, i lrr {I31T �. �._..._ �:- •:!,,,, ' W -W::- _ ::::... - REFERENCE NOTE: ..�.._.....s, _..__..._. .. __ -. - _.::.:..:= .- = .. - '�.ur•.. _ ,;3� �.r,._. --� —_ _•- �1q��!. =y. { u :- r -_ _ _. :r.. _.._...___......._ r.._. ..:a ..r:�: _........�...... ..t- ..e__. _. _...�_ ._.._._ ._.._...._._..._._..- -__... _.._ _ ...._ ._._..._...� _e,_.._._-� .... -. -_ 8809 8809 8809 _���- - s S UBTOTALS -��- == a, . -• w 24760 1 26675 1 24785 33569 35484 33594 , NOTE: e PROVIDE LOCK-ON DEVICE ON THESE CIRCUITS 102647 TC PROVIDE 7 -DAY ASTRONOMICAL TIME CLOCK L.C.L & L.M 21441 VA L.C.L & L.M X 25% 53E30 VA REC. <= 1OKVA 0 VA REC. REMAINDER 4 50% 0 VA KITCHEN 0 65% 0 VA OTHER LOAD 0 100% 81206 VA TOTAL LOAD 08007 VA TOTAL AMPS. j30 AMPS * PROVIDE ISOLATION GROUND ** VIA LIGHTING SHUT -OEF SYSTEM WITH OVERRIDE SWITCH LOAD L LONG CONTINOUS LOAD/ LARGEST #MOTOR K KITCHEN R RECEPTACLES 0 OTHER LOAD �± EMERGENCY C CALCULATION LIGHTING ALCULATION (TYPE "G1 ") d h + x2 cos 0 = h/d 0 = 12' / 16.97 0 = 0,7071 CALCULATION: d = h + x2 J cos T /C: AUTO TIME SWITCH SHALL BE #ET175C SPDT BY "INTERMATIC ", TORK "WL" SERIES OR EQUAL C: LIGHTING CONTACTOR, 120V COIL, 30A, POLE: NO. OF POLE AS REQUIRED. LIGHTING CONTACTOR SHALL BE SQUARE D "LG" SERIES OR EQUAL. PROGRAMMABLE APPROVED BY CEC. GENERAL NOTES: -..Y d = V 12' + 12' 2 COS FOOT CANDLE h =12' til d = 16.97' d POINT POINT LUMENS x COSO x LLF "P" = d 2 " 2900 x 0.7071 x 0.8 "P" = - (16.97) 1. TIMECLOCK SHALL BE CEC CERTIFIED AS REQUIRED BY 2005 BUILDING ENERGY STANDARD SEC. 119 2. REFER TO MANUFACTURER'S MANUAL FOR EXACT WIRING REQUIREMENTS. 3. TIMECLOCK SHALL BE 7- DAY /24 -HOUR PROGRAMMABLE WITH 10 HOUR BATTERY BACK -UP. I FC = 5.700 I T PANEL '$" SCHEDULE POINT "Q" x =12' POINT "P" LUMENS x COSO x LLF POINT "Q" LUGS ONLY MAIN C.B. AMPS. LOCATION Johnny Rockets PANEL RATING 200 = h 2 2900 x 0.7071 x 0.8 "Q" 150 POINT = (12.00)2 VOLTS L 277 / 480 MOUNTING x 120 / 208 SURFACE FLUSH I FC = 11.3901 BATTERIES SHALL BE RATED FOR FULL LIGHT OUT (MAXIMUM LAMP LUMENS) _ 3 VA LOAD OUTLETS OUTLETS h , F v BUS M R ` Ei K - e air OUTLETS DESCRIPTION VA LOAD A $ C erode M ISC REC LT PLS Th1P TRIP PLS LT REC MSC Code A B C c5 1 1200 ' K ( #13) Soda System 1 1 20 in 20 2 1 (#5A) Retigeration System 4 1040 2 : 3 1560 K ( #12) Ice Machine 1 2 20 �� - 1040 4 ` 5 1560 - 20 1 1 (#42) Grtt! Counter K. 1204 6 ' 7 1800 0 ( #5) walk -in cooleriteezer blower & tic I 1 20 su � 20 1 1 {51) Chic Station W/ Fry Durr K 1440 8 • 9 1127 . K { #22) Food Processor 1 1 20 20 1 2 (#39) Over Head Display Carnets L 300 10 mm wsl. 1 1 600 : R ( #34) P.O.S. Syslarn r 2 1 20 20 2 1 (#56) Cote Maker K 1768 12 LIGHTING CONTROL SCALE: NONE 4 EMERGENCY LIGHTING CALCULATION SCALE: NONE 2 13 1200 K { #46j F ryer Barry -; 1 1 20 1111 kmm - 1768 14 15 1200 L ( #48) Exhaust Hood Light 1 1 20 IZ 1 25 1 2 ( #33) Juke Box Music SysLarn I R 644 16 17 6[30 f: ( #71) Printers 1 1 25 rig 20 1 1 (#67) Meftmixer K 864 1 S 19 1800 K ( #89) Milk Dispenser ¶ 1 i 20 20 1 1 (#53) Chili Warmer I 1200 20 21 1200 : K ( #59) Ice cream cabinet 1 1 20 MI 20 1 1 (#54) Fry Warmer K 1200 22 23 600 : K (#62) Hot Fudge Dispenser 1 1 20 20 1 1 {#21) Prep Table Wf Sink R 300 24 SYMBOL TYPE DESCRIPTION ' MANUF'R. CATALOG NO. FINISH WA VOLT LAMP REMARKS(BELOw) mi . 2 5 1800 K { #70) CheeseMeir $ 1 1 20 .- 20 1 5 Lighing - Area 1 L 750 2 5 �� 27 1800 K ( #64) Toaster A 1 1 2 20 1 3 Llghiing - Area 2 - hack L 810 23 0 A 6" 0 RECESSED DOWNLIGHT RUUD LIGHTING R7R + RT19 7 5 12D 1 - 75 WATTS PAR38 : 29 1200 K (#79) Drink Dispenser 1 1 24 20 1 7 Ugh g - Area 3 L 68$ 30 31 800 {3 ( #50) Fie Suppression System �` 1 1 20 20 1 5 Lighting -Area 4 L 509 32 � ' 33 7800 K ( #60) Island Gaunter .,0 1 2 104 20 1 Gas Solenoid Valve 0 100 34 "I' 0 B 6" 0 RECESSED DOWNLIGHT RUUD LIGHTING R7FR -1 + RT19F 13 1 2C 1 - 13 WATTS CF13D4 CD 35 7800 - ���� 20 1 Security System 0 500 36 37 1200 K (#55) Ice Tea Dispenser 1 1 20 �� 20 1 SPARE 38 39 5 00 R Time Clock 1 1 20 20 1 SPARE 40 �� � d 1 180 R Roof Receptacle - Serv 1 1 20 20 1 SPARE 42 ,� � l• C "SCHOOL HOUSE" DECO PENDANT MOUNTED FIXTURE A.P. LIGHTING PE -OB415 WITH WHITE CORD WHITE 150 120 150 WATTS INCANDESCENT 16'187 sUBTOTAL`� _ . _ m__ � r a: 4050 ` 9 800 '12640 �, 6707 5320 65 j7 1 237 7860 Nc TE: a PROV €DE .LOCK - 0N DEVICE ON THESE CIRCUITS 53604 TC PROVIDE 7 -DAY ASTRONOMICAL TIME CLOCK PROVIDE ISOLATION GROUND * VIA LIGHTING SHUT -OFF SYSTEM WITH OVERRIDE SWITCH LOAD L LONG CONTINOUS LOAD/ LARGEST MOTOR K KITCHEN O OTHER LOAD R RECEPTACLES 2' x 4 LENSED TROFFER RUUD LIGHTING RG SERIES 9«J24RG0002 128 120 4 - 32 WATTS T8 L.C.L & L.M 4257 VA L.C.L & L.M 25` 2780 ' A REC. <= 1OKVA 2780 VA REC. REMAINDER @ 50% 0 VA KITCHEN @ 65% 26837 VA OTHER LOAD © 100% 5250 VA TOTAL LOAD 40219 VA. TOTAL AMPS. 112 AMPS . I 1>c<1 I C G 2' x 4' LENSED TROFFER WITH EMERGENCY BALLAST RUUD LIGHTING RG SERIES %.J24RG0002 128 120 4 - 32 WATTS T8 10 a2 -�, H 6' TWO- CIRCUIT TRACK WITH FLAT BACK RUUD LIGHTING T2T6WH - TFB4R WHITE 7 5 120 1 - 75 WATTS PAR38 EM CONCEALED EMERGENCY LIGHT LIGHTING MIRAGE SERIES EMR -12 -150 -275 ).2 120 2 - 75 WATTS MR16 12V 10 0 00 ANALYSIS © PANEL "B" 120 /208V,3PHASE, 4WIRE UNIVERSAL MTh. EXIT SIGN W/ WHITE HOUSING & RED LETTER PANEL LITHONIA LITHONIA 'QUANTUM' #LQM- S- W -3 -R- 120/277 -EL 120 2 _LOAD LOAD DESCRIPTION OA OB OC EXIT LIGHTING & LARGEST MOTOR 1259 2310 688 25% OF LCM & LM 65% OF KITHCEN EQUIPMENT 315 578 1100 172 1680 LIGHT FIXTURE SCHEDULE KEYNOTES : 0 SEE LIGHTING PLAN AND ELECTRICAL PANEL SCHEDULES FOR CIRCUITING AND VOLTAGE INFORMATION 0 SEE ELECTRICAL PLANS FOR FIXTURES EQUIPPED W/ 90 MINUTES MINIMUM EMERGENCY BATTERY PACK FOR EMERGENCY LIGHTING 0 ELECT. CONTRACTOR TO FURNISH & INSTALL LIGHT FIXTURE, LAMP, POWER FEEDS, CONNECTORS & MISC. HARDWARE AS REQ'D. FOR INSTALLATION. 0 NO SUBSTITUTION FOR LIGHT FIXTURES AND LAMPS SPECIFIED IS GRANTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. ® SEE REFLECTED CEILING PLAN, ARCHITECTURAL PLANS & DETAILS FOR MORE INFORMATION. 0 VERIFY COMPATIBILITY OF LAMP SPECIFIED WITH THE LIGHT FIXTURE & BALLAST TYPE PROVIDED BY THE MANUFACTURER PRIOR TO BIDDING OR ORDERING — NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 07 LIGHT FIXTURE OR LAMP USED INSIDE THE FIXTURE SHALL BE SHATTERPROOF — AS REQUIRED FOR FOOD SERVICE/ RESTAURANT USE PER LOCAL CODES — G.C. TO VERIFY 08 ONLY U.L. APPROVED EQUAL SUBSTITUTIONS ARE ACCEPTABLE. 0 PROVIDE ENERGY SAVING DIMMING BALLAST. 1 D PROVIDE ENERGY SAVING BALLAST. RECEPTACLE 7546 9547 9745 OTHER LOAD 3640 1 140 500 TOTAL LOAD (VA) 12760 14675 12785 AMP PER PHASE 107 123 107 A` ,, p "`� 0 s 4 ,_ c, - .: . " 9:4_ 4 , °: 28857 =:'= °_' �� `� YY `r , EXPIRES 4-17-2009 Db6......00 0 RECEI'IED CITY OF TUe vV!LA FEB 12 2008 °I-itlf1 I Gtl I tR 4 r . .:. -�. LIGHTING FIXTURE SCHEDULE 0 ® Q ® ® SCALE: NONE 3 PANEL SCHEDULE SCALE: NONE 1 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: V DRAWN BY: — 31b0 ` U 3 f]SSI PERLIMINARY DRAWINGS SUBMITTAL / , HEALTH DEPARTMENT SUBMITTAL /\ CCCCCC FILE #: E 2.0.DWG SHEET TITLE: FIXTURE & PANEL SCHEDULE & LIGHTING CONTROL DETAIL SCALE AS NOTED SHEET NUMBER: E -2..0 KENN BUTTS A.I.A. / LOG r G I LO'9Z - Z L Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E —MAIL YASHAVANTOCOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 31b0 ` U 3 f]SSI PERLIMINARY DRAWINGS SUBMITTAL / , HEALTH DEPARTMENT SUBMITTAL /\ CCCCCC FILE #: E 2.0.DWG SHEET TITLE: FIXTURE & PANEL SCHEDULE & LIGHTING CONTROL DETAIL SCALE AS NOTED SHEET NUMBER: E -2..0 3140 LOG r G I LO'9Z - Z L ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 1 2.26.2007 JOB NUMBER: 07935 FILE #: E 2.0.DWG SHEET TITLE: FIXTURE & PANEL SCHEDULE & LIGHTING CONTROL DETAIL SCALE AS NOTED SHEET NUMBER: E -2..0 DATE REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING 2600 SOUTHCENTER MALL, SPACE # PC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR: Y CHECKED BY: - I<<<<<<<<< DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 3.0.DWG SHEET TITLE: ELECTRICAL POWER PLAN SCALE: AS NOTED SHEET NUMBER: E— 3 a0 KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 3flSSI 3140 I 1 12.10.07 I PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL Kenneth L Architect 124 STAGECOACH BELL CANYON, TEL (818) FAX. (818) Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANTOCOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX DATE REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - I<<<<<<<<< DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 3.0.DWG SHEET TITLE: ELECTRICAL POWER PLAN SCALE: AS NOTED SHEET NUMBER: E— 3 a0 3flSSI 3140 I 1 12.10.07 I PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 3.0.DWG SHEET TITLE: ELECTRICAL POWER PLAN SCALE: AS NOTED SHEET NUMBER: E— 3 a0 SYMBOL DESCRIPTION Fe- LA- JUNCTION BOX ABONELELOOR JUNCTION BOX AT CEILING JUNCTION BOX INSTALLED IN EQUIPMENT DUPLEX CONVENIENCE OUTLET DUPLEX CONVENIENCE OUTLET SINGLE CONVENIENCE OUTLET SINGLE PURPOSE POWER OUTLET SINGLE PURPOSE POWER OUTLET VAPORPROOF LIGHT (FURNISHED WITH EQUIPMENT) SWITCH DROP CORD ASSEMBLY PULLBOX ELECTRICAL SYMBOLS 1. VERIFY LOCATION OF ALL OUTLETS TO KITCHEN EQUIPMENT SUPPLIER BEFORE ROUGH —IN. ALSO VERIFY REQUIREMENTS OF EACH PIECE OF EQUIPMENT. FURNISH AND INSTALL AS REQUIRED. 2. SEE MECHANICAL DRAWINGS FOR HVAC CONTROL REQUIREMENTS. FURNISH AND INSTALL AS INDICATED. 3. GENERAL CONTRACTOR MUST COORDINATE ALL ELECTRICAL WORK SHOWN ON THE PLAN WITH ARCH. AND KITCHEN FOOD SERVICE EQUIPMENT PLANS. NOTIFY. THE ARCHITECT OF ANY COORDINATION ISSUES ENCOUNTERED PRIOR TO START OF THE WORK GENERAL NOTES: 1O PROVIDE WEATHER PROOF J —BOX IN ACCESSIBLE LOCATION AND CONNECT TO SIGN AS PE CODE REQUIREMENTS. VERIFY REQUIREMENTS WITH THE ARCHITECT AND SIGN CONTRACTOR. PROVIDE DEDICATED NEUTRAL AND GROUND FOR ALL SIGNS. CONTRACTOR SHALL PROVIDE LIGHTING CONTROL CONTACT AND TIMER. 0. POWER SUPPLY FOR COMPUTER AND CASH REGISTER SHALL BE WITH ISOLATED GROUND AND ORANGE RECEPTACLE. O PROVIDE 1" CONDUIT FOR TELEPHONE /DATA CABLING WITH CAT. 5 CABLES AND ROUTE BACK TO TELEPHONE BACKBOARD. VERIFY EXACT LOCATION AND QUANTITY 0. FLY FAN. CONTRACTOR SHALL PROVIDE MICROSWITCH FOR DOOR ACTIVATED. g;: GENERAL CONTRACTOR SHALL INTERCEPT EXISTING 2" CONDUIT STUBBED INTO TENANT SPACE AND EXTEND TO TENANT TELEPHONE BACKBOARD. CONTRACTOR TO FIELD VERIFY EXACT LOCATION. 0 CONTRACTOR SHALL VERIFY WITH KITCHEN EQUIPMENT CONSULTANT THE TYPE OF RECEPTACLE REQUIRED FOR EACH EQUIPMENT. VERIFY ALL OUTLETS WITH MANUFACTURER SPECIFICATION. O PROVIDE 3/4" CONDUIT FOR LOW VOLTAGE CONNECTION BETWEEN OUTDOOR UNIT AND THERMOSTAT CONTROLLER. WH -1 WATER HEATER DISCONNECT SWITCH: PROVIDE 1"C, 3 #8 + GND., 60AS, 60AF, 3P, NEMA 3R, WP., 600V 9 EF -1 DISCONNECT SWITCH: PROVIDE 3/4"C, 3 #12 + 1 #12 GND., 30AS, 9 \77 20AF, 3P, NEMA 3R, WP., 600V 1Q MU -1 MAKE —UP AIR DISCONNECT SWITCH: PROVIDE 3/4 "C, 3 #12 + 1 #12 CND., 30AS, 20AF, 3P, NEMA 3R, WP., 600V 11 AC -1 MAKE —UP AIR DISCONNECT SWITCH: PROVIDE 1 "C, 3 #8 + 1 #8 GND., 60AS, 45AF, 3P, NEMA 3R, WP., 600V 12 NOT USED 13 REFER TO SHEET K2.0 FOR EQUIPMENT SCHEDULE. 14 ROOF MOUNTED RECEPTACLE, GFCI, WP, MOUNTED ON AC FRAME. • CUSTOM —BUILT ISLAND COUNTER. PROVIDE 1- 1/2 "C, 2 #2" + 1 #2 GND. • CONDENSING UNIT ON ROOF (VERIFY EXACT LOCATION). 3/4 "C, 2#10 CU + 1#10 GND. PROVIDE 30AS, 20AF, 2P NEMA 3R ENCL. 17 CEILING MOUNTED J —BOX FOR EXHAUST HOOD. GENERAL CONTRACTOR TO EXTEND CONDUIT AND WIRES DOWN TO HOOD AND MAKE FINAL CONNECTION TO HOOD LIGHT. PROVIDE WIRING AND HOOD WALL SWITCH MOUNTED 48 "AFF.VERIFY EXACT LOCATION IN FIELD. SEE KITCHEN DWG. FOR EQUIPMENT AND INTERLOCKING REQUIREMENTS. • CONTRACTOR SHALL PROVIDE INTERLOCKING CONTROL WIRES AND CONDUIT TO SHUT —OFF ALL ELECTRICAL UNDER HOOD WHENSYSTEM IS ACTIVATED. PROVIDE INTERLOCKING CONTROL WIRES BETWEEN SYSTEM CONTROL BOX AND SHUNT —TRIP BREAKER AT ELECTRICAL PANELBOARD. ALL INTERLOCKING SYSTEM SHALL BE PROVIDED AS PER SYSTEM REQUIREMENTS. 19 FOR GAS SOLENOID VALVE CONTROL. COORDINATE EXACT LOCATION IN FIELD. 4 PROVIDE 3/4" CONDUIT FOR LOW VOLTAGE CONNECTION BETWEEN OUTDOOR UNIT AND THERMOSTAT CONTROLLER. • PROVIDE 3/4" CONDUIT AND CONTROL WIRES TO RESPECTIVE SYSTEM. SEE MECH. EQUIPEMENT SCH. FOR INTERLOCKING REQUIREMENTS. REFER TO KITCHEN DWG. FOR ADDITIONAL WORK. GENERAL NOTES: 2 NORTH O (EATI\C 1 1 AREA 111 ELECTRICAL POWER PLAN - SPACE FC -1 PAR P.O.S. AREA 109 <ITC - =` 108 COIDOR 107 CTS ICE KER/ SIUKAGE 0,12 13) LOCKERS WALK I\ REFR C 102 / I STORAGE DRFP AREA 1C 0 TRA\ SFOR V ER "TA L5'CVA, 480 - 120 .30 4WHE RA LL "3" PANEL "A" TELEPHO E BAC'<B \ TO REFRIGERATION \ SYSTEM. VERIFY LOCATION W /ARCH. SCA_L 1 d'wt . elL 1 G� # �G C YR. 2" = 99 Fci AN ( roe 08V RD D i 0 SCALE: 1/2" 1 EXPIRES 41 -2 009 RECEIVED CITY OF TI~U bflt FEB 12 7008 RElirrflIr cENTEI I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 4.0.DWG SHEET TITLE: ELECTRICAL LIGHTING PLAN SCALE: AS NOTED SHEET NUMBER: KENN BUTTS A.I.A. Butts ROAD CA. 91307 999 4272 999 4321 Kenneth L Architect 124 STAGECOACH BELL CANYON, TEL (818) FAX. (818) Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS. CA 95616 E —MAIL YASHAVANTOCOX_NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: — DRAWN BY: — CHECKED BY: — REVIEWED BY: — DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: E- 4.0.DWG SHEET TITLE: ELECTRICAL LIGHTING PLAN SCALE: AS NOTED SHEET NUMBER: NOTE USED 1. ALL FIRE ALARM SYSTEMS BY OTHERS. 2. INSTALLATION OF FIRE ALARM SYSTEM SHALL BE UNDER A SEPARATE PERMIT. ALL REQUIRED FIRE ALARM DEVICES, CONDUITS, WIRES, BACK BOXES, ETC. SHALL BE INSTALLED AT TENANT'S EXPENSE UNDER A SEPARATE PERMIT BY MALL FIRE /LIFE SAFETY CONTRACTOR. FIRE ALARM PLAM NOTES: 1. VERIFY LOCATION OF ALL OUTLETS TO KITCHEN EQUIPMENT SUPPLIER BEFORE ROUGH -IN. ALSO VERIFY REQUIREMENTS OF EACH PIECE OF EQUIPMENT. FURNISH AND INSTALL AS REQUIRED. 2. SEE MECHANICAL DRAWINGS FOR HVAC CONTROL REQUIREMENTS. FURNISH AND INSTALL AS INDICATED. 3. GENERAL CONTRACTOR MUST COORDINATE ALL ELECTRICAL WORK SHOWN ON THE PLAN WITH ARCH. AND KITCHEN FOOD SERVICE EQUIPMENT PLANS. NOTIFY. THE ARCHITECT OF ANY COORDINATION ISSUES ENCOUNTERED PRIOR TO START OF THE WORK GENERAL NOTES: 1O EXIT LIGHT SHALL BE CONNECTED TO 120V CONSTANT POWER. 2O EMERGENCY LIGHT NORMALLY OFF. a3 REFER TO SHEET E -3.0 TIME CLOCK CONTROLLER: PROVIDE INTERLOCK WIRING FROM OVERRIDE SWITCH TO TIME CLOCK CONTROLLER. INSTALL OVERRIDE SWITCH AT SWITCH BANK. LIGHTING NOTES: 3 NORTH O ELECTRICAL LIGHTING PLAN - SPACE FC -1 \/ 1 , 0 0•00 0111 ' SEAT \G AREA 111 j .•. P.O.S. AREA 109 26 26c EM \c B-- 26 J SPLAY 110 2ga H 2 B -28 H 2 H 30 • • 30 <ITCHE\ 108 A 30 tt 30 _ C) 0 • • t A CORR 30 • 1030 ]OR A 3 0 106 vuS1 CE VA STOP 32b 32a G LOCKE -S 101 WALE —I\ REFRIC 102 DRY STOPACL. 10L • P -EP AREA 32a G 10D 32a Cl B 32 32a G WAL< —I\ FREEZER 113 0 m 32 PA\ EL "B" DA \FFL_ "A" IIvL CIOC 1)05--D60 SCALE: 1/2 "= 1' -O " I~X?I.RES 4 -17 -2O RECEIVED CITY OF TUIcWILA FEB 1 2 2008 PEI - 1E01 f CEI' ER 1 FI Lly C ISSUED FOR PLAN CHECK ;1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL CEILING DIFFUSERS, LINEAR DIFFUSERS, RETURN GRILLES AND EQUIPMENT ACCESS PANELS. COORDINATE ANY DISCREPANCIES BETWEEN DRAWINGS BEFORE PROCEEDING IN THE FIELD. ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 2. CONTRACTOR SHALL LAYOUT THE DRAWING PER CONTRACT DOCUMENT AS MUCH AS POSSIBLE. ANY LARGE DEVIATION IN LAYOUT SHALL DATE 12.26.2007 JOB NUMBER: 07935 SHEET NO. SHEET TITLE SCALE SHEET TfTLE: HVAC NOTES, SYMBOLS & SHEET INDEX SCALE: AS NOTED SHEET NUMBER: M 0.1 1<<<<<<<<< BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. M0.1 SYMBOLS, ABBREVIATIONS AND NOTES NONE KENN 3. CONTRACTOR SHALL SUBMIT ONE (1) SET OF VELLUM AS- BUILTS AND TWO (2) SETS OF BLUE LINE AS- BUILTS TO THE BUILDING OWNER AND ONE SET OF VELLUMS AND ELECTRONIC FILES TO THE ENGINEER. 3fSSI PERLIMINARY DRAWINGS SUBMITTAL MO.2 MECHANICAL SCHEDULE NONE 4. ALL EQUIPMENT & MATERIALS SHALL MATCH BASE BUILDING SPECIFICATIONS AND INSTALLATIONS. Kenneth L. Butts M0.3 MECHANICAL DETAILS NONE 124 STAGECOACH ROAD BELL CANYON, CA. 91307 5. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. • M0.4 MECHANICAL DETAILS NONE Y V KULKARNI, P.E. 6. INSTALL CFSD & FIRE DAMPER ON ALL DUCTS PENETRATING FIRE RATED ENCLOSURES, PARTITIONS, AND TUNNEL CEILINGS. PROVIDE DAVIS. CA 95616 E-MAIL YASHAVANTCCOX.NET M1.1 HVAC FLOOR AND ROOF PLAN 1/4"=1'-0" CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE ACCESS PANELS FOR ALL CFSD & FD ABOVE INACCESSIBLE CEILINGS. PROVIDE SMOKE DETECTOR DEVICE IN DUCTWORK CONNECTED TO CFSD. INSTALL DUCT S.D. PER MANUFACTURER'S APPROVED LISTING & INSTALLATION INSTRUCTIOINS. 7. ALL FIRE OR COMBINATION FIRE SMOKE DAMPERS ARE NEW UNLESS OTHERWISE NOTED. EXISTING FIRE OR COMBINATION FIRE SMOKE SHEET INDEX 1 DAMPERS THAT ARE NOT TO BE UTILIZED SHALL BE REMOVED. 8. ALL DUCTWORK SHALL BE GALVANIZED STEEL. ALL DUCTWORK AND LINING SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA "HVAC METAL DUCT CONSTRUCTION STANDARDS" LATEST EDITION. ALL 45- DEGREE LEADING EDGES, CONICAL TAP -IN FITTINGS, EXTRACTORS, TURNING VANES (WHERE APPROPIATE), PROPERLY DESIGNED PLENUMS, AND OTHER SHEET METAL FITTING AND AIR FLOW DEVICES SHALL SINGLE LINE DUCTWORK (NEW) BE INSTALLED PER THESE SMACNA GUIDELINES. SINGLE UNE DUCTWORK (EXISTING) 9. WHERE CONNECTING FLEXIBLE DUCTWORK TO CEILING DIFFUSERS AND CEILING REGISTERS, SIZE OF FLEXIBLE & BRANCH DUCT SHALL BE SAME SIZE AS NECK OF CEILING DIFFUSER OR CEILING REGISTER. MAXIMUM LENGTH TO BE 7'-O" LONG. ALL SUPPLY, RETURN, AND SINGLE LINE DUCTWORK (EXISTING TO BE DEMOLISHED) EXHAUST DIFFUSERS & GRILLES (NOT INCLUDING TOILET EXHAUST) SHALL HAVE A MINIMUM OF (1) 6' -0" LONG ACOUSTICAL DUCT. DOUBLE UNE DUCTWORK (NEW) 10. EXISTING DUCTWORK ACTUAL LENGTH AND SIZE MAY BE DIFFERENT THAN WHAT IS INDICATED ON THE PLANS. THE CONTRACTOR SHALL i . DOUBLE UNE DUCTWORK (EXISTING) VERIFY EXISTING CONDITIONS AND PROVIDE ALL OFFSETS AND TRANSITIONS, AS REQUIRE FOR A COMPLETE INSTALLATION. DOUBLE LINE DUCTWORK (EXISTING TO BE DEMOLISHED) 11. PROVIDE A VOLUME DAMPER IN EACH BRANCH DUCT TO OUTLET WHETHER SHOWN ON DRAWING OR NOT. DAMPERS SHALL BE AS FAR AWAY FROM DIFFUSER AS POSSIBLE, PREFERABLY AT NE BRANCH TAKE -OFF. CONTRACTOR SHALL TAG VOLUME DAMPERS WITH RED OR DUCTWORK WITH ACOUSTIC LINING YELLOW RIBBONS. 12. A MINIMUM OF 30" WIDE BY 30" HIGH CLEAR WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE ACCESS PANELS TO ALL A/C DAMPER 0 SD AUTOMATIC SMOKE UNIT'S COMPRESSOR, BLOWER ASSEMBLY, & THE AIR FILTER. 0 CFSD COMBINATION FIRE AND SMOKE DAMPER 13. A MINIMUM OF 36" CLEAR WORKING SPACE, NOT LESS THAN 30" WIDE, SHALL BE MAINTAINED IN FRONT OF ALL SWITCHES, OVERCURRENT DEVICES AND ELECTRIC CONTROL COMPONENTS. UP IN DUCTWORK DIRECTION OF RISE (IN AIR FLOW) DN IN DIRECTION OF AIR FLOW) DROP DUCTWORK (IN 14. INTERLOCK ALL MOVING AIR EQUIPMENT SUCH AS FANS WITH THE FIRE LIFE SAFETY SYSTEM ALL A/C UNITS & EXHAUST FANS SHALL SHUT OFF WITH THE AIR HANDLING UNIT UPON DETECTION OF SMOKE BY THE FLS SYSTEM. 0 i�1 CEILING SUPPLY. TYPE 1, THROW PATTERN 4 -WAY, 100 CFM 15. CONTRACTOR SHALL PROVIDE POWER, ELECTRICAL WIRING, CONDUITS, FOR ALL NEW, EXISTING AND RELOCATED AC UNITS AND SMOKE DETECTORS INTERLOCKS. 100 CEILING RETURN, TYPE 1, 100 CFM 16. ALL PIPING AND ASSOCIATED FITTINGS AND VALVES SHALL BE OF SIMILAR MATERIAL PER CODE, UNLESS APPROVED OTHERWISE. PROVIDE CEILING EXHAUST, TYPE 1, 100 CFM 0 ; 01 DIELECTRIC COUPLING BETWEEN JOINTS OF DISSIMILAR MATERIALS. 17. ALL PIPING SHALL BE LABEL EVERY 10 FT. MFR SHALL BE MSI OR APPROVED EQUAL. ® SMOKE DETECTOR 18. ALL PIPING& DUCT PENETRATION THROUGH RATED CONSTRUCTION SHALL BE PROPER FIRE STOP WITH UL -LIST FIRE STOPPING PRODUCTS. Q WALL SWITCH CONSULT WITH UL FIRE RESISTANCE DIRECTORY FOR ADDITIONAL REQUIREMENTS. POINT OF CONNECTION 19. ALL PIPING & DUCTS PENETRATION THROUGH NON -RATED CONSTRUCTION SHALL BE PROPERLY AND GENEROUSLY CAULKED WITH SOUND POINT OF DISCONNECTION _1=. _ == RESISTANT MATERIAL SUCH AS SILICONE. USE ACOUSTICAL SEALANT AROUND DUCTS INSTALLED INTO ACOUSTICAL PARTITIONS. 0 NEW THERMOSTAT ;^ � 20. CONTRACTOR TO PROVIDE TRANSFER DUCTS, SIZED PER OUR DETAIL, FOR ALL ROOMS ENCLOSED BY FULL HEIGHT WALLS ON ALL SIDES. EXISTING THERMOSTAT TO REMAIN _; ' 21. ALL EXISTING INSULATION ON THE MAIN DUCTWORK THAT IS LOOSE OR DAMAGED SHALL BE REPLACED BY THE CONTRACTOR. 7 '° _t 22. CONTRACTOR SHALL PATCH AND REPAIR ANY AIR LEAKAGES AND HOLES ON EXISTING DUCTWORK. \ * " ? v rye D R IP ��'x0, . �= te '� _ \ r 23. CONTRACTOR SHALL LABLE ALL THERMOSTAT BY ITS CORRESPONDING TERMINAL AIR UNIT OR AC UNIT. E K:.: 4 -17 -2009 24. ALL COMBINATION FIRE / SMOKE DAMPERS SHALL BE FIRE MARSHALL LISTING. r\_---k,„---v SYMBOLS 2 25. CONTRACTOR TO FURNISH FULL SIZE SHOP DRAWINGS SHOWING ALL DUCT ROUTING, EQUIPMENT LOCATIONS, DIFFUSER, & THERMOSTAT LOCATIONS, AND ANY OTHER PERTINENT HVAC ITEMS. FLANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ANY ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES DUE TO DEVIATIONS FROM THE CONTRACT DOCUMENTS. ANY AND ALL CHANGES SHALL BE SHOWN ON RECORD AND AS -BUILT DRAWINGS. 26. PROVIDE DUCT FLEX CONNECTORS ON ALL SUPPLY AND RETURN DUCT CONNECTIONS TO A/C UNITS OR EXHAUST FANS. 27. AREAS ABOVE NONE DUCTED RETURN AIR GRILLED SHALL BE PAINTED FLAT BLACK TO MASK "SEE THROUGH" EFFECT. 1. LOCATION OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUTS ARE DIAGRAMATIC TO SHOW DESIGN 28. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND INSTALLED IN ACCORDANCE WIN UMC CHAPTER 6. INTENT ONLY. CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS SHOWING ALL DUCTWORK, PIPING CABLE TRAY AND BUILDING STRUCTURE. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM SHOWN ON THE 29. THIS PROJECT SHALL COMPLY WITH THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE 1997 UBC, DRAWINGS AND AFFECT MECHANICAL WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 2001 CALIF. MECHANICAL CODE, 2001 CALIF. PLUMBING CODE AND THE 2001 CALIF. ELECTRICAL CODE. 30. THE FIRE RATED CORRIDORS ARE NOT TO BE USED TO CONVEY AIR TO OR FROM ROOMS. UMC SECTION 602.1 2. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS. PROVIDE TRANSITION PIECES AT CROSSOVERS, UNDER BEAMS, OVER /UNDER PIPES, AS REQUIRED TO ACCOMMODATE DUCTS WITHIN SPACE 31. THERE ARE NO ENVELOPE ALTERATIONS TO BE DONE ON THE BUILDING. AVAILABLE. PROVIDE EQUIVALENT DUCT SIZE TO THE DIAMETER SHOWN. COORDINATE CLOSELY WITH OTHER SECTIONS TO REDUCE NECESSITY OF TRANSITION TO A MINIMUM. NO ADDITONAL COSTS WILL BE PAID FOR ANY 32. AIR & WATER BALANCE TO BE PERFORMED BY AN INDEPENDENT AABC CONTRACTOR. AIR BALANCE TO INCLUDE ALL A/C UNITS, VAV'S, REQUIRED TRANSITIONS OR OTHER SPECIAL CHANGE SHAPE PIECES. BATHROOM EXHAUST FANS AND SUPPLY GRILLES AS REQUIRED. UTILIZE APPROVED BUILDING AIR BALANCE COMPANY. ALL AIR AND 3. CONTRACTOR IS TO PROVIDE MATERIAL AND LABOR TO PHYSICALLY TEST ALL FIRE AND COMBINATION FIRE / SMOKE DAMPERS AND WATER BALANCE TO BE IN ACCORDANCE WITH AABC STANDARDS. RESET THEM FOR ITS DESIGN FUNCTION. TESTING PROCEDURES AND TEST RESULTS SHALL BE WITNESSED AND APPROVED BY THE 33. ALL PIPING AND ASSOCIATED FITTINGS AND VALVES SHALL BE OF SIMILAR MATERIAL PER CODE, UNLESS APPROVED OTHERWISE. PROVIDE AUTHORITIES HAVING JURISDICTION. NOT USED 5 DIELECTRIC COUPLING BETWEEN JOINTS OF DISSIMILAR MATERIALS. 4. IN CASES WHERE SHEET METAL DUCTS INTERSECT FIRE -RATED WALLS AT OTHER THAN RIGHT ANGLES, CONTRACTORS SHALL OFFSET 34. RUN ALL DUCTS AS TIGHT AS POSSIBLE TO STEEL BEAMS. ALL PIPINGS OTHER THAN CONDENSATE SHALL BE ROUTED ABOVE THE THE RATED WALL ABOVE CEILING SUCH THAT THE OFFSET WALL WILL BE PERPENDICULAR TO THE DUCT. FIRE DAMPER SHALL BE DUCTWORK UNLESS APPROVED OTHERWISE. PROVIDED AT THE WALL ACCORDINGLY. 1. UNLESS INDICATED ON PLANS, THE BASE BUILDING FIRE ALARM & LIFE SAFETY DEVICES ARE TO REMAIN. IF ANY BASE BUILDING 35. SPACE THERMOSTATS SHALL BE PER BUILDING STANDARDS AND COMPATIBLE WITH T7- TERMINAL AIR UNIT OPERATORS. ADJUSTABLE RANGE 5. ALL NON - RATED DOORS REQUIRERING UNDER -CUT SHALL BE 3/4 INCH MINIMUM, UNLESS NOTED OTHERWISE. ALL FIRE-RATED DOORS DEVICES SUCH AS ELEVATOR CALL BUTTON, FIREMAN'S PHONE JACK, FIRE PULL STATIONS, SMOKE DETECTORS, MAGNETIC DOOR SHALL BE 107 BETWEEN FULL HEATING AND FULL COOLING, OPERATING IN SEQUENCE, SET AT 70°F HEATING AND 74°F COOLING. REQUIRING UNDERCUT SHALL BE: DOUBLE DOORS NOT TO EXCEED 1/4" AND SINGLE DOORS NOT TO EXCEED 3/8". ALL UNDER CUTS / RELEASES, LIFE SAFETY SPEAKERS ETC. ARE SHOWN MOUNTED ON EXISTING PARTITION TO BE DEMOLISHED, CONTRACTOR SHALL RELOCATE SUCH DEVICE TO A NEW LOCATION AS TO MAINTAIN THE FUNCTIONALITY OF THE DEVICES. EXTEND CONDUIT AND WIRING AS COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. TO BE COORDINATED WITH THE ARCHITECTURAL DOOR SCHEDULE AND SPECS. REQUIRED. SUBMIT NEW LOCATION TO ARCHITECT AND ENGINEER FOR APPROVAL 36. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT THE ELECTRICAL CONTRACTOR PRIOR TO 6. FIRE DAMPERS, COMBINATION FIRE / SMOKE DAMPERS AND THE NECESSARY ACCESS PANELS SHALL BE PROVIDED FOR ALL DUCTS 2. ALL NEW FIRE ALARM AND LIFE SAFETY DEVICES, INCLUDING BUT NOT LIMITED TO SPACE DETECTORS, SHALL BE CONNECTED TO BASE ORDERING. PENETRATING FIRE AND /OR SMOKE PARTITIONS AS REQUIRED BY CODE. SEE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION OF BUILDING EXISTING LIFE SAFETY SYSTEM. THE ENTIRE INSTALLATION INCLUDING MATERIALS AND EQUIPMENT SHALL BE COMPATIBLE WITH FIRE AND /OR SMOKE RATED PARTITIONS. THE EXISTING SYSTEM. 37. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND /OR LABOR AT NO COST TO OWNER FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER ACCEPTANCE. 7. COMBINATION FIRE /SMOKE DAMPERS SHALL BE PROVIDED FOR SUPPLY AND RETURN AIR DUCTS PENETRATING RATED 3. FIRE ALARM AND LIFE SAFETY DEVICES WIRING SHALL BE MINIMUM NO 14AWG COPPER WALLS /CORRIDORS PER UBC AND UMC. EACH COMBINATION FIRE/ SMOKE DAMPER SHALL BE PROVIDED WITH DUCT SMOKE DETECTORS 38. UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS ASSOCIATED WITH HIS /HER WORK AND DISPOSE OF IT. THAT ARE INSTALLED WITHIN 5'-0" OF THE DAMPER. 4. THE FIRE ALARM SYSTEM SHALL CONFORM TO ARTICLE 760 OF CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE NFPA STANDARDS. AREA SHALL BE LEFT IN A CONDITION ACCEPTABLE TO OWNER. 8. DUCT SMOKE DETECTORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SHALL BE TIED -IN TO THE 5. UPON COMPLETION OF THE INSTALLATION OF SYSTEM AND DEVICES, A SATISFACTORY TEST OF ENTIRE SYSTEM SHALL BE PERFORMED IN 39. PROVIDE ACCESS PANELS FOR ALL NEW OR EXISTING EQUIPMENT AND VALVES LOCATED ABOVE HARD LID CEILING. BUILDING FIRE ALARM SYSTEM. THE PRESENCE OF THE ENFORCING AGENCY. 40. CONTRACTOR SHALL SEAL ALL UNUSED DUCT OPENINGS AND REPAIR ALL LEAKING DUCTS AS PART OF THIS WORK. 9. ALL DUCTWORK SHALL BE SUPPORTED AND SEISMICALLY RESTRAINED PER THE WASHINGTON BUILDING CODE, UNIFORM MECHANICAL 6. ALL HVAC EQUIPMENT INCLUDING EXHAUST FANS, AIR-HANDLERS, AND FAN COIL UNITS SHALL BE STARTED AND STOPPED VIA THE CODE AND SMACNA STANDARD. CONTROL SYSTEM ONLY. ANY SIGNAL FROM THE FIRE ALARM SYSTEM SHOULD BE AN INPUT TO THE SMOKE CONTROL SYSTEM VIA THE 41. CEILING SPACES USED AS RETURN AIR PLENUMS SHALL FULLY COMPLY WIN ALL THE PROVISIONS OF SECTIONS 601.1 - 601.2. FIRE ALARM SYSTEM PER BASE BUILDING STANDARDS. 10. ALL REQUEST FOR ACCESS OR CONNECTIONS, INCLUDING THOSE NOTED BELOW MUST BE MADE IN WRITING 48 HOURS IN ADVANCE OF 42. SEAL ALL DUCTS AND JOINTS WITH HIGH VELOCITY, WATER BASED, UL -FIRE RATED DUCT SEALER. WORK ACTIVITY THROUGH THE BUILDING MANAGER. 7. THE FIRE -ALARM SYSTEM SHALL BE DESIGN -BUILT BY THE APPROVED BASE BUILDING FIRE ALARM CONTRACTOR. 43. CONTRACTOR SHALL SEAL ANY AIR LEAKAGES OR HOLES ON EXISTING DUCTWORKS. REPLACE ANY DAMAGE OR MISSING INSULATION. 11. DO NOT MODIFY ANY EXISTING HVAC SYSTEM OR COMPONENT WITHOUT CONTACTING THE BUILDING ENGINEER. 8. EQUIPMENT SHUT -DOWN: ALL HVAC UNITS, CSFD'S, ETC. SHALL BE INTERCONNECTED TO THE BASE BUILDING AIR CONDITIONING UNIT CONTROL SYSTEM AND THE 44. RUN 1" TYPE L COPPER CONDENSATE DRAIN LINES FROM EACH A/C UNIT TO NEAREST CODE APPROVED RECEPTOR. 12. PROTECT AND MAINTAIN ALL RETURN AIR DUCT OPENING WITH PROPER FILTER MEDIA DURING ALL CONSTRUCTION ACTIVITY. BASE BUILDING FIRE ALARM SYSTEM AND SHUT DOWN UPON A SIGNAL FROM THE ARE ALARM SYSTEM AND ACTIVATION OF ANY SMOKE i ''^h ALARM. 45. CONDENSATE DRAIN PIPING INSTALLED WITHIN A RETURN PLENUM SHALL BE NON - COMBUSTIBLE MATERIAL. 13. ALL WORK SHALL COMPLY WITH THE FOLLOWING. 4 2006 MECHANICAL CODE WITH WASHINGTON AMENDMENTS Te d i ) /n , ,. 46. ALL RETURN AIR IS VIA RETURN GRILLES AND CEILING PLENUM EXCEPT TOILET ROOMS, ELECTRICAL ROOMS AND TUNNEL TYPE CORRIDORS. 2006 UNIFORM PLUMBING CODE WITH WASHINGTON AMENDMENTS < ALL MATERIAL EXPOSED WITHIN THE PLENUM SHALL COMPLY WITH UMC SECTION 604.2. "MATERIALS SHALL HAVE A MOLD, HUMIDITY AND 2006 WASHINGTON STATE ENERGY CODE ,. RECEIVED EROSION- RESISTANT FACE THAT MEETS THE REQUIREMENTS OF UL 181. 2005 NATIONAL ELECTRICAL CODE CIFETY B o 1 C 2 2 00 TLI,,.,; 47. COMBUSTIBLE WITHIN THE PLENUM SPACE MUST COMPLY WITH IMC REQUIREMENTS 14. ALL LOCAL CITY CODES MUST BE FOLLOWED. Pls NE8 i ER FIRE LIFE SAFETY NOTES 5 MECHANICAL NOTES 4 GENERAL NOTES 3 C ISSUED FOR PLAN CHECK ISSUED FOR BIDDING I° ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 31da OUTHCENTER MALL, SPACE # FC- TUKWILA, WASHINGTON DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.1.DWG SHEET TfTLE: HVAC NOTES, SYMBOLS & SHEET INDEX SCALE: AS NOTED SHEET NUMBER: M 0.1 1<<<<<<<<< KENN 3fSSI PERLIMINARY DRAWINGS SUBMITTAL BUTTS M.A. Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS. CA 95616 E-MAIL YASHAVANTCCOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: - DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.1.DWG SHEET TfTLE: HVAC NOTES, SYMBOLS & SHEET INDEX SCALE: AS NOTED SHEET NUMBER: M 0.1 1<<<<<<<<< 3fSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 31v0 I LO'0 l'Z l I L0'9Z7 G I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.1.DWG SHEET TfTLE: HVAC NOTES, SYMBOLS & SHEET INDEX SCALE: AS NOTED SHEET NUMBER: M 0.1 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR IY I MARK CFM RANGE TYPE MAX. SP (IN.) FRAME SIZE (IN') NECK SIZE (IN.) MAX N.C. REMARKS SYMBOL SERVICE TONAGE MAKE AND MODEL COOLING CAPACITY BTUH HEATING INPUT BTUH HEATING OUTPUT BTUH GENERAL SPECIFICATION WEIGHT L (INCLUDE ROOF CURB) 2i33S a33 AFUE OSA CFM UNIT DIMENSIONS REMARKS FAN DATA ELECTRICAL DATA CURB HEIGHT (INCH) JNIT HEIGHT WITH CURB (INCH) � = LENGTH „ SOH (alai) 5H 11-1 CFM ESP RPM MAX. HP NOMINAL ( -H-HZ) MIN. MAX. AMP. 0 OTEC.R� CD -1 0 - 120 SQUARE 0.1 24X24 6X6 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE CD -2 121 - 110 SQUARE 0.1 24X24 8X8 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE STORE 5 48 CARRIER 905 - 56,000 60,000 90,000 70,000 2,000 0.5" 1185 - 480 -3 -60 15.4 - 20 - 800 12 78.2 300 8.0 47.0 47 X 43 0 0 CD-3 221- 350 SQUARE 0.1 24X24 10X10 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE EEL CD -4 351 - 500 SQUARE 0.1 24X24 12X12 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE CD -6 501 - 750 SQUARE 0.1 24X24 16X16 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE CD -7 751 - 900 SQUARE 0.1 24X24 18X18 25 TITUS MODEL PMC, PERFORATED SUPPLY, MODULAR CORE - CD -13 0 - 500 SQUARE 0.1 12X12 8X8 35 TITUS MODEL 300FS, ALUMINUM SUPPLY GRILLE CR -1 0 - 80 SQUARE 0.1 24X24 6X6 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN 01 INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATION 0 PROVIDE SINGLE POINT OF POWER CONNECTION 0 PROVIDE A NEW PROGRAMMABLE THERMOSTAT 0 PROVIDE THE UNIT W/ ROOF CURB, PROVIDE LEVELING AS REQUIRED. 0 PROVIDE 1 1/2 -INCH LINER IN SUPPLY AND RETURN DUCTWORKS WITHIN MIN. 10 FEET OF AC UNIT 0 PROVIDE WITH FULLY MODULATING BAROMETRIC ECONOMIZER Q PROVIDE WITH LOW AMBIENT CONTROL KIT Q PLUMBING CONTRACTOR TO ROUTE 1 CONDENSATE DRAIN TO APPROVED PLUMBING ROOF RECEPTOR. CR -2 81 - 200 SQUARE 0.1 24X24 8X8 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -3 201 - 320 SQUARE 0.1 24X24 10X10 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -4 321 - 450 SQUARE 0.1 24X24 12X12 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -5 451 - 700 SQUARE 0.1 24X24 16X16 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -6 701 - 1000 SQUARE 0.1 24X24 18X18 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -7 0 - 1000 SQUARE 0.1 24X24 - 25 TITUS MODEL PXP, NON - DUCTED PERFORATED RETURN EG -1 0 - 300 SQUARE 0.1 12X12 8X8 30 T1TUS MODEL 355RL, EXHAUST GRILLE LD -1 0 - 400 LINEAR /SUPPLY 0.1 60 X 4" 10 25 TITUS FLOW BAR, ft-25 (SINGLE SLOT, 2.5" W/ 5' PLENUM LR -1 100 CFM/FT. LINEAR/RETURN 0.1 72" X 4" 10"0 25 TITUS FLOW BAR, FL -25 (SINGLE SLOT, 2.5" W/ 6' PLENUM PROVIDE SMOKE DETECTOR AT THE SUPPLY DUCT AND CONNECT TO MAIN FIRE ALARM CONTROL PANEL NOTES: LOOK, LOCATION, AND COLOR SCHEME SHALL BE COORDINATED AND WITH / BY ARCHITECT. OBD FOR ACCESS TO VOLUME DAMPERS ABOVE A HARD LJD CEILING. COORDINATE DIFFUSER BORDER TYPE WITH REFLECTED CEILING PLAN. 1. FINAL DIFFUSER APPROVED 2. PROVIDE 3. VERIFY PULLEY PACKAGE GAS /ELECTRIC AIR CONDITIONING UNIT (8" HIGH CURB) 1 MARK NO. MANUFACTURER & MODEL NO. LOCATION SERVICE FAN TYPE FAN RPM CFM ESP (IN. W.G.) ELECTRICAL DATA TOTAL OPERATING WEIGHT (LBS.) REMARKS HP VOLT PH HZ AA NCA16FA ROOF HOOD ROOF MOUNTED 1031 2800 1.0 1.5 480 3 60 500 a 0 W PACKAGE GAS /ELECTRIC AIR CONDITIONING UNIT (8" HIGH CURB) SCALE: NONE 4 0 FAN SHALL BE RATED TO BE USED FOR GREASE EXHAUST. PROVIDE ROOF CURB W/ VIBRATION ISOLATOR UNIT SHALL BE CONNECTED TO THE HOOD CONTROL PANEL AND MAKE -UP AIR UNIT. SEE KITCHEN DRAWINGS PROVIDE W/ GREASE BOX SEE KITCHEN DRAWINGS CFM RANGE ROUND DUCT DIAMETER OR EQUIVALENT RECTANGULAR DUCT CFM RANGE ROUND DUCT DIAMETER OR EQUIVALENT RECTANGULAR DUCT 0-110 6" OR 8 "X4" 1400 -1900 18" OR 24 "X12 101 -220 8° OR 10"X6" 1900 -2500 20" OR 24 "X14" 220 -400 10" OR 1O "X8" 2500 -3300 22" OR 32 "X14" 401 -600 12" OR 12 "X10" 3300 -4100 24" OR 36 "X14" 601 -900 14" OR 16 "X10 4100 -5000 26" OR 40 "X16" 901 -1400 16" OR 18 "X12" 5000 -6200 28" OR 48 "X16" 6200 - 7500 30" OR 48 "X18" REMARKS: DUCT SIZES INDICATED ARE INSIDE DIMENSIONS WHICH MAY BE ALTERED BY CONTRACTOR TO OTHER DIMENSIONS TO AVOID INTERFERENCES AND CLEARANCE REQUIREMENTS. USE EQUAL FRICTION METHOD, O.1 "WG PER 100 FT. OF DUCT TO DETERMINE DUCT SIZES. EXHAUST FAN SCHEDULE 2 .s '' p' 2585 tgl ecIETE0 ' CS MARK NO. MANUFACTURER & MODEL NO. LOCATION SERVICE FAN TYPE FAN RPM CFM ESP (IN. W.G.) ELECTRICAL DATA TOTAL OPERATING WEIGHT (LBS.) REMARKS HP VOLT PH HZ Al -G10 ROOF KITCHEN ROOF MOUNTED 1210 2240 0.5 1.5 480 3 60 500 0 C) w v 0 PROVIDE WITH ROOF CURB AND BACK DRAFT DAMPER 0 PROVIDE W/ EVAPORATIVE COOLER WIRING HARNESS AND FREEZE PROTECTION DRAIN KIT. SEE KITCHEN DRAWINGS V 0 tymer 0 b 0 EYI'i::i..ti 4- 17 -2.'9 1 S LA TER ■ RECEIVED CITY OF TCIWi FEB 1 2 2008 Pwiivil I OEN r ' 'Ylri , AN D DUCT SIZING SCHEDULE (FOR LOW VELOCITY SUPPLY RETURN & EXHAUST DUCT) 4 KITCHEN MAKE -UP AIR UNIT - ` 3 REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON ISSUED FOR CONSTRUCTION ISSUED FOR IY I DRAWN BY - 3140 REVIEWED BY: - DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.2.DWG SHEET TITLE: HVAC EQUIPMENT SCHEDULE SCALE: AS NOTED SHEET NUMBER: MO.2 KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 91307 Kenneth L Architect 124 STAGECOACH BELL CANYON, TEL (818) FAX. (818) Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANT©COX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY - 3140 REVIEWED BY: - DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.2.DWG SHEET TITLE: HVAC EQUIPMENT SCHEDULE SCALE: AS NOTED SHEET NUMBER: MO.2 1<<<<<<<<< 3nSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 3140 I LO'GVZG I LO'9Z'Z I. ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY - CHECKED BY: - REVIEWED BY: - DATE 12.26.2007 JOB NUMBER: 07935 FILE #: M0.2.DWG SHEET TITLE: HVAC EQUIPMENT SCHEDULE SCALE: AS NOTED SHEET NUMBER: MO.2 _ _] j REVISION 1 V) ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION LA ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3140 REVIEWED BY: - OUTHCENTER MALL, SPACE # FC- TUKWILA, WASHINGTON JOB NUMBER: 07935 FILE #: MO.3.DWG SHEET TITLE: HVAC DETAILS SCALE: AS NOTED SHEET NUMBER: MO.3 U r«««« X Y G 1 O 64 -3/8 27 -3/8 KENN BUTTS / 3 -3/4 3flSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL M.A. 3 -7/8 Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 L0'9Z7 L I Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANTOCOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION 1 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION MODEL ISSUED FOR: DESIGNED BY: - DRAWN BY: - 3140 REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: MO.3.DWG SHEET TITLE: HVAC DETAILS SCALE: AS NOTED SHEET NUMBER: MO.3 U r«««« X Y G 1 O 64 -3/8 27 -3/8 29 -3/4 26-1/16 3 -3/4 3flSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 11 -1/2 3 -7/8 1 -3/4 4 -112 6-1/4 13 3Iva I LO'0L7L L0'9Z7 L I SSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION MODEL ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: MO.3.DWG SHEET TITLE: HVAC DETAILS SCALE: AS NOTED SHEET NUMBER: MO.3 MODEL UNIT DIMENSIONS DISCHARGE OPENING WATER INLET DRAIN OPENING MODEL A B C D E F J N P R S U W X Y G 1 O 64 -3/8 27 -3/8 29 -3/4 26-1/16 3 -3/4 44 -3/8 21 13 -1/4 11 -1/2 3 -7/8 1 -3/4 4 -112 6-1/4 13 16 MODEL CFM RANGE EVAP. COOLING UNIT MIN MAX NOZZLES MAX. FLOW RATE G10 0 3500 6 12 GPH CELDEI( EVAPORATIVE COOLING UNIT TOT. WEIGHT MEDIA SIZE & QTY VEL. @ MAX. CFM 330 LBS 20 "x24 "x12" 1050 FPM 20 GAGE SHEET METAL FLASHING SHEET BY MECH. CONTRACTOR. ROOF STRUCTURAL FRAMING (TYP) DUCT LINING WHERE INDICATED 24 INCH DIA. MAX. (WIRE HANGERS NOT PERMITTED) STRAP HANGER LOAD RATED FASTENER KITCHEN MAKE -UP AIR UNIT STANDING SEAM MASTIC SEALANT 3" MINIMUM DUCT PENETRATION THROUGH ROOF UNIT INFORMATION 50 INCH DIA. MAX. 3 MIN. NOTE: 1. ALL DUCT PENETRATIONS THROUGH ROOF OR RATED WALLS SHALL BE ARE- STOPPED WITH HILT] CP -601S. SEAL WITH AN APPROVED FIRE STOPPING COMPOUND WITH THE FOLLOWING APPROVAL NUMBERS OR EQUAL A. I.C.B.O fER -5614 B. CA STATE FIRE MARSHALL #1452- 1200:112 C. UL #2079 AND 1479 BAND (2) 1"x18 GA BAND (2)1 "x16 GA NOTES: 1. FOR HANGER SIZE AND SPACING, SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS TABLE 4.2 2. FOR UPPER ATTACHMENT TO BUILDING SEE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FIG. 4-1 AND FIG. 4-2, WITH SPECIFIC BUILDING STRUCTURAL ENGINEER APPROVAL 3. FOR BRACING AND OTHER SEISMIC REQUIREMENTS SEE GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS PUBLISHED BY SMACNA AND PPIC. ALSO REFER TO NATIONAL UNIFORM SEISMIC INSTALLATION GUIDELINES (NUSIG) 1991 AS APPROVED BY OFFICE OF THE CALIFORNIA STATE ARCHITECT 9/25/92. TYPICAL HORIZONTAL ROUND DUCT SUPPORTS MODULAR OUTDOOR DOWN DISCHARGE BLOWER WITH EVAPORATIVE COOLER AND INTAKE HOOD 20 IN HIGH EQUIPMENT CURB ** MAX. EVAP WATER PRESSURE = 50 PSI @ 70 DEG. F AIR DUCT FOR SIZES SEE FLOOR PLAN LAG SCREWS CURBED ROOF OPENING BY GEN. CONTRACTOR SEE PLANS FOR SIZES ---- - 1 /2" MIN. CLEAR ALL AROUND HANGER RODS OVER 50 INCH DIA. 00 LIFTING LUG T I CURB -' OUTER WALL BLOWER DISCHARGE BLOWER/ MOTOR ACCESS DOOR DRAIN, 10' DOWNSTREAM FROM TRAP PITCH DOWNWARD TOWARDS DRAIN 0 1/4" PER FOOT C.O. SPILL OVER RECEPTACLE 0 2" ABOVE FLOOR OR CONN INTO FIXTURE TAILPIECE CONDENSATE DRAIN CONNECTION DETAIL AIRFLOW NOTE THIS PARTICULAR TYPE OF LINEAR IS ANCHORED BY HARD CEILING CLIP WITH 1/8 "0 MOUNTING SCREWS MAX. 0 10" MAX. ON CENTERS AND SCREW TO THE CEILING FRAME FLEX CONDUIT FOR FIELD WIRING SERVICE DISCONNECT SWITCH FILTER/ CONTROL ACCESS DOOR A = S.P. x 1.5 + 2" B = S.P. x 0.5 + 2" S.P. = MAX. NEGATIVE STATIC PRESSURE - INCHES • ROOF OPENING 2" SMALLER THEN CURB DIMENSION ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. 0 1 -1/2 IN WATER DRAIN INSULATED FACTORY PLENUM —).- HARD CEILING CUP 01/2 IN NPT WATER CONNECTION C.O. 2" MIN DRAW THRU LINEAR SLOT DIFFUSER INSTALLATION DETAIL C.O. DRAIN LINES SHALL BE SIZED AS FOLLOWS 0 -3 * 4 -20 21 -90 TONS SIZE 3/4" 1" 1 -1/4" — CEILING FRAMING 12X12 - PATTERN CONTROLLER - SPACKLE GYP BOARD EQUIPMENT DRAIN PAN • BUT NOT LESS 11-IAN THE FULL SIZE EQUIPMENT CONN. DI- ELECTRIC COUPLING/ UNION (AS REQUIRED) FLEXIBLE DUCT TO COLLAR " EMBED ROUND VOLUME DAMPER UP TO 14 "DIA. NOT USED NOTES 1. USE FOR SYMBOL 1 WHERE BRANCH DUCT AIR QUANTITY IS LESS THAN 25% OF THE TOTAL AIR FLOW. 2. DEPTH OF MAIN DUCT MUST BE 2" LARGER THAN CONICAL DIAMETER. 3/8" SQUARE ROD VENTLOCK NO. 607 END BEARING FOR INSULATED DUCT INDICATING HANDLE 1/4" LESS THAN DUCT DIAMt ILK SECTION A -A PLAN 1/4 SET SCREW 1 GALVANIZED STRAPS SPOTWELD TO BLADE 16 GAUGE GALVANIZED BLADE VENTLOCK NO. 609 END BEARING GASKET (TYPICAL 2) VENTLOCK NO. 638 REGULATOR FOR INSULATED DUCT, VENTLOCK No.635 FOR UNINSULATED DUCT. SHEET METAL OR FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER FOR LOW PRESSURE BRANCH DUCT ONLY SEE DETAIL 10 BELOW CONICAL TAP MAIN DUCT CIRCULAR DUCT LATERAL TAP WITH VOLUME DAMPER DETAIL DO b-'•Obo RECEIVED CITY OF TLI :'W!L11 FEB 12 2008 PEKrtivil f GetA,Wi r: < TIT f "!r$ 1 REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON F ISSUED FOR: DESIGNED BY: - Y 31VO REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: MO.4.DWG SHEET TITLE: HVAC DETAILS SCALE AS NOTED SHEET NUMBER: MO.4 1/2 KENN BUTTS A.I.A. / Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 HEALTH DEPARTMENT SUBMITTAL Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95615 E -MAIL YASHAVANTCICOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION F ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31VO REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: MO.4.DWG SHEET TITLE: HVAC DETAILS SCALE AS NOTED SHEET NUMBER: MO.4 1/2 r«« 190 <K1 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 3140 I LO'0VZ} I LT 9Z7 . I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION F ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: MO.4.DWG SHEET TITLE: HVAC DETAILS SCALE AS NOTED SHEET NUMBER: MO.4 FAN MODEL HT W B C F R RO WEIGHT LB NCA16FA 33 3/4 39 3/8 2 28 23 1/2 16 1/2 24 190 FAN MODEL D E NCA16FA 26 1/2 20 • NOTES FOR NOSING AT DAMPERS, TURNING VANES, ACCESS DOORS AND EQUIPMENT, SEE ACOUSTIC LINING NOSING DETAIL LINING EDGES AT TRANSVERSE AND LONGITUDINAL JOINTS SHALL BE COATED AS SPECIFIED. EXPOSED ENTERING AND TRAILING EDGES SIMILAR TO ACCESS DOOR DETAIL. SEE ACOUSTIC LINING NOSING DETAIL NOT LESS THAN TWO PINS ON EACH FACE OF DUCT. MAXMIUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED ROUND DUCT CONNECTOR ACOUSTIC LINING DIFFUSER NECK SIZE MAXIMUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED D MINIMUM ROUND DUCT ADAPTOR FOR RECTANGULAR DIFFUSER CEIUNG DIFFUSER CEILING DIFFUSER CONNECTION DETAIL DETAIL A ACOUSTICAL LINING INSTALLATION DETAIL SIDE CONNECTION N4! HT B f 6" MINIMUM DIFFUSER TOP CONNECTION MAXIMUM SPACING 16" EACH WAY (TYPICAL) DUCT LINING ALL EDGES OF LINING COATED WITH ADHESIVE TYPICAL STUD - WELDED PINS AND SPEED CUP WASHER SEE DETAIL A NOT MORE THAN 3" FROM EDGES OF LINING SPEED CUP WASHER PRESSED DOWN TO LINING LINING (THICKNESS AS SPECIFIED) PRESSED DOWN OVER GRIP -PIN ADHESIVE OVER ENTIRE INNER SURFACE OF DUCT WELD -PIN STUD WELDED TO DUCT (PINS FASTENED TO DUCT WITH ADHESIVE NOT APPROVED) THERMAL INSULATION 2 -3/4 IN. MINIMUM NCAFA SERIES UPBLAST EXHAUST FANS (UL762) — R RO C NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA GREASE DRAIN 2G DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND MR CERTIFIED - WRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300F (149'C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300F (1490) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUIUBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 500F (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB ELECTRIC MOTOR ACTUATOR GASKEIING 19 -1/2 04 meta 0 IF r� 'i0 fi i ri r i i PROVIDE 1/8° CLEARANCE BETWEEN SLEEVE AND PARTITION FOR EACH FOOT OF DAMPER HEIGHT AND WIDTH ON ALL FOUR SIDES. SEAL CLEARANCE WITH RESILIENT CAULKING MANUFACTURER FURNISHED SLEEVE "S" TYPE SUP CONNECTION, TYP. FUSIBLE LINK ASSEMBLY 3 1/2 10 FIRE /SMOKE DAMPER ACCESS DOOR MOTOR MOUNTING BRACKET ACCESS DOOR MINIMUM SIZE 1 SMALLER THAN DUCT HEIGHT, 12 MINIMUM LENGTH, W/ ACCESS DOOR LABEL LOCATE AS REQUIRED FOR EQUIP. ACCESS. COMBINATION SMOKE /FIRE DAMPER DETAIL RO 1 -3/4 CURB DIMENSIONAL DATA X12 SHEET METAL SCREWS SEISMIC 11E 14 GA TOP RAIL DOWN STRAPS 18 GA. LEVELING BOLT VIBREX MODEL RMU -EQ-SH VIBRATION ISOLATOR (SEE NOTES) CONTINUOUS NEOPRENE WEATHERSEAL STIFFENER PLATE WOOD NAILER 12 GA BOTTOM CURB X12 SHEET METAL- SCREWS \� NOTES: 1. VIBRATION ISOLATOR /SEISMIC RESTRAINTS 2. WHEN REQUIRED, CURBS ARE PITCHED TO MATCH ROOF SLOPE. ROOFTOP AC UNIT'S VIBRATION ISOLATED CURB DETAILS PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. RO SPECIFY PITCH: EXAMPLE: 7/12 PITCH = 30' SLOPE MIN 3" FLANGE VENTED CURB 0 2TE GAUGE CONSTRUCTION ROOF OPENING DIMENSIONS 12 16" 3" MIN NOTES: 1) PROVIDE CEILING MOUNTED REMOTE LED ANUNCIATOR. 2) CSFM LISTING: 03225 - 0368:110 & 111 3) "POTTORF" FSD -172 W/ SHUNT ACTUATOR (10W) U.L LISTED SEISMIC TIE DOWN STRAPS (QTY. AS REQUIRED) FIRE RATED PARTITION STEEL LINTEL ON ALL FOUR SIDES; OPENING TO BE UNED WITH FIRE - RESISTIVE MATERIAL OF RATING EQUAL TO THAT ON THE PARTITION (NOT REQUIRED FOR MASONRY OR CONCRETE WALLS) PERIMETER MOUNTING ANGLES FASTEN TO SLEEVE ON ALL FOUR SIDES. GAUGE AND SIZE PER MANUFACTURER'S TERMS OF USTING. "SYSTEM SENSOR" DH400 DUCT MTh. SMOKE DETECTOR. MOUNT WITHIN 5' OF DAMPER. ACCESS PORT 0 EACH ISOLATOR 7/16" DIA. ANCHOR BOLT HOLE QUANTITY AS REQUIRED ACCESS PORT COVER CIRCULAR DUCT CONICAL TAP WITH VOLUME DAMPER DETAIL CIRCULAR DUCT LATERAL TAP WITH VOLUME DAMPER DETAIL UPBLAST KITCHEN EXHAUST FAN SLOPE DUCT TO HOOD MIN. 1/4" PER LINEAL FT MINIMUM VELOCITY 1500 FPM PROVIDE FIRE RATED ENCLOUSER FOR THE ENTIRE DUCTWORK. VENTILATED SHAFT CEILING 18" MIN. FLASHING R -D COOKING SURFACE KITCHEN EXHAUST HOOD WITH UPBLAST FAN DETAIL SHEET METAL FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER, SEE DETAIL LATERAL TAP MAIN DUCT NOTE: USE FOR SYMBOL _L WHERE BRANCH DUCT IS ROUND FROM ROUND MAIN AND BRANCH DUCT AIR QUANTITY IS 50% OR LESS OF TOTAL AIR FLOW. SHEET METAL OR FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER FOR LOW PRESSURE BRANCH DUCT ONLY SEE DETAIL 10 BELOW CONICAL TAP MAIN DUCT NOTES 1. USE FOR SYMBOL .1 WHERE BRANCH DUCT AIR QUANTITY IS LESS THAN 25% OF THE TOTAL AIR FLOW. 2. DEPTH OF MAIN DUCT MUST BE 2" LARGER THAN CONICAL DIAMETER. EXHAUST FAN CLEAN OUT DOORS IN DUCTS SHALL BE TIGHT FITTING ROOF ATTIC SPACE FIRE RESISTIVE SHAFT ACCESS OPENING EQUIPPED W/ TIGHT FITTING SLIDING OR HINGED DOORS HAVING A FIRE RESITIVE RATING EQUAL TO SHAFT ENCLOSURE 4 -17 -20091 RECEIVED CITY OF TU." LP FEB 1 2 2008 PS QL.N TI :R • REVISION I V) ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION LEI ISSUED FOR: DESIGNED BY: — DRAWN BY: — 3140 REVIEWED BY: — OUTHCENTER MALL, SPACE # FC- TUKWILA, WASHINGTON JOB NUMBER: 07935 FILE #: M1.1.DWG SHEET TITLE: HVAC FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: M1.1 «aaaaaaa« KENN BUTTS / 3fSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL A.I.A. Kenneth L. Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA, 91307 TEL. (818) 999 4272 FAX. (818) 999 4321 Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E —MAIL YASHAVANTTCOX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIACAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — 3140 REVIEWED BY: — DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: M1.1.DWG SHEET TITLE: HVAC FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: M1.1 «aaaaaaa« 3fSSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 31vO I LO'O I'Z G LO'9Z7 l I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: — DRAWN BY: — CHECKED BY: -- - REVIEWED BY: — DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: M1.1.DWG SHEET TITLE: HVAC FLOOR PLAN SCALE: AS NOTED SHEET NUMBER: M1.1 HVAC PLAN - SPACE FC -1 u r 11 1 11 11 1 11 1 GREASE EXHAUST AIR DUCT SHALL SLOPE A MINIMUM 1/4" PER FOOT OF HORIZONTAL DUCT (2% SLOPE). PROVIDE CLEANOUT ACCESS DOORS IN BOTH RATED ENCLOSURE AND WELDED STEEL OR STAINLESS STEEL GREASE DUCT AT VERTICAL FACE NEAR AT ALL LOW POINTS (TYP.). ALL GREASE EXHAUST DUCT SHALL BE 16 GAUGE BLACK STEEL CONCTRUCTION. GREASE EXHAUST DUCTS SHALL BE AIR AND LIQUID TIGHT WELDED CONSTRUCTION. INTERLOCK MAKE-UP AIR UNIT WITH KITCHEN EXHAUST FAN TO OPERATE THE UNITS AT THE SAME TIME. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTION AND PERFORMANCE TESTING PER LOCAL CITY REQUIREMENTS AND IMC SECTIONS 507.16, 507.16.1, 507.13 AND 508.1. ALL THE COMBUSTIBLE MATERIALS SHALL BE MINIMUM 18" AWAY FROM ALL THE GREASE DUCTWORKS. PROVIDE INTERNAL DUCT LINING IN LIEU OF FLEXIBLE DUCTWORK AS REQUIRED TO MAINTAIN THE CLEARANCE. PROVIDE FIRE RATED WRAP FOR THE ENTIRE EXHAUST DUCT SYSTEM. 7. SEE KITCHEN DRAWINGS FOR INSTALLATION DETAILS OF THE EXHAUST AND MAKE-UP FANS. 24X12 - 20X12 UP EF -1 24X12 SA. (TYF.) 20X12 16X14 SA cgc RA UP TO AC -1 ON RO 400 (TYP.) 200 (TYP.) NORTH 0 CH) KITCHEN VENTILATION NOTES: LR -1 600 (TYP. 2 3 KITCHEN EXHAUST DUCT SHALL BE PROVIDED W/ CODE APPROVED FIRE RATED WRAP. SLOPE DUCT TOWARD THE HOOD CONTRACTOR TO COORDINATE THE LOCATION OF THE HOOD W/ KITCHEN CONSULTANT EXISTING MECHANICAL ROOM ON THE ROOF. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL MECHANICAL EQUIPMENT INSIDE THE ROOM AND RELOCATE THE THE EQUIPMENT AS REQUIRED. MAINTAIN A MIN. OF 10' CLEARANCE FROM EXHAUST DISCHARGE AIR TO OUTSIDE AIR INTAKE TO THE UNITS. COORDINATE LOCATION OF ROOF OPENINGS W/ ARCH, LANDLORD AND STRUCTURAL ENGINEER. MECHANICAL SPECIFIC NOTES 22x14 DN. 16X14 SA & RA DN. 20X12 DN. FC1 MECH. SEE PARTIAL HVAC ROOF PLAN 5 TON 1 EXPIRES 4- 17 -z09 AECEI C9TY OF T�'; V t A FEB 12 2008 �SIvm �;IsitiiEF rte:= :a•yr "b <<< I 1. ALL WORK SHALL COMPLY WITH THE 2006 UNIFORM PLUMBING CODE, AND LOCAL CODES. 2. ALL CLEAN OUTS SHALL BE ACCESSIBLE AND INSTALLED PER 2006 UNIFORM PLUMBING CODE AND UNIFORM PLUMBING CODE SECTION 707 & 719. 3. ALL WATER FAUCETS SHALL BE PROVIDED WITH CODE- APPROVED FLOW RESTRICTORS. 4. SLOPE OF SANITARY SEWER PIPES SHALL NOT BE LESS THAN 2% UNLESS OTHERWISE INDICATED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. 5. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE ENERGY CODE. 6. ALL PIPING TO BE SEISMICALLY BRACED TO PREVENT SWAYING PER LOCAL AND STATE BUILDING CODE. 7. PROVIDE SNAP -ON TYPE INSULATION ON TRAPS AND HOT WATER PIPING FOR SINKS AND OTHER A.D.A. ACCESSIBLE FIXTURES. 8. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE TO LOWER FLOORS. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS, SHALL BE PROVIDED WITH LINE -SIZE SHUTOFF VALVES. 9. ROUGH -INS, CONNECTIONS AND TERMINATION OF PLUMBING WORK SHALL BE SEQUENCED IN COORDINATION WITH THE PROJECT SCHEDULE THE ARCHITECT, AND THE OWNERS OTHER CONTRACTORS AND VENDORS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FIXTURES AND APPLIANCES. 10. A MINIMUM 1 /2" CLEARANCE SHALL BE PROVIDED AROUND PIPES AT ALL PENETRATIONS THROUGH WALLS AND ROOF. THE GAP SHALL BE PACKED TIGHTLY WITH LOOSE, LIGHTWEIGHT INSULATION THROUGH NON RATED WALLS, AND APPROVED U.L. LISTED FIRE SAFING MATERIAL RATED WALLS TO MATCH WALL RATING. 11. PROVIDE AND INSTALL ACCESSIBLE WATER HAMMER ARRESTERS OF REQUIRED SIZE AND LOCATION. MANUFACTURER AND MODEL NUMBERS SHALL BE PER SPECIFICATIONS. 12. PROVIDE ACCESS PANELS IN WALLS FOR SHUTOFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. SUBMIT PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL. 13. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH CODE - APPROVED ACCESSIBLE TRAP PRIMERS. 14. INSULATE INDIRECT DRAIN LINES FROM REFRIGERATORS, FREEZERS, ICE BINS, ETC., TO PREVENT CONDENSATION. 15. INSULATE ALL CONDENSATE AND WASTE PIPING RECEIVING CONDENSATE DRAIN INCLUDING THE DRAIN BODY. 16. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES. 17. ALL WATER SHUT -OFF VALVES SHALL BE BALL TYPE VALVES. 18. ALL PIPE PENETRATIONS THROUGH STRUCTURAL MEMBERS AND WALLS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 19. FOR ALL CORING OF FLOOR, CONTRACTOR SHALL X -RAY THE FLOOR SLAB PRIOR TO CORING. 1. ALL WORK SHALL COMPLY WITH THE LOCAL CODES, 2006 UNIFORM PLUMBING CODE, ENERGY CODE AND ALL OTHER GOVERNING CODES AND ORDINANCES. 2. 8x11 PROJECT MANUALS, INCLUDING, EQUIPMENT AND FIXTURES AND BUILDING STANDARDS SHALL BE A PART OF THIS WORK. 3. ALL SYMBOLS SHOWN ON THE SYMBOL LIST ARE NOT NECESSARILY USED IN THIS PROJECT. 4. WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE PROJECT MANUAL, BUILDING STANDARDS OR SPECIFICATIONS, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. THE WORK OF THIS PROJECT INVOLVES ALTERATION OF THE BASE BUILDING (PFP) SYSTEMS TO ACHIEVE THE ARRANGEMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE EXISTING PLUMBING COMPONENTS AS REQUIRED TO ACCOMMODATE THE CHANGES. 6. THESE DRAWINGS INDICATE THE DESIGN INTENT REQUIREMENTS FOR THE (PFP) SYSTEMS, AND EQUIPMENT. DUE TO STRUCTURAL CONDITIONS, ELECTRICAL WIRING OR PIPING INTERFERENCE, OR FOR OTHER REASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK IN A MANNER DIFFERENT FROM THAT SHOWN TO ACCOMMODATE EXISTING FIELD CONDITIONS. 7. DURING BID, THE CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF DRAWINGS FOR ALL TRADES, AS ISSUED BY THE ARCHITECT AND REVIEW DIMENSIONS SPACE REQUIREMENTS AND POINT OF CONNECTIONS TO ALL EQUIPMENT. MAKE ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES. 8. UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEES REQUIRED FOR INSTALLATION OF THE (PFP) WORK, INCLUDING THE LOCAL DEPARTMENT OF BUILDING AND SAFETY, DEPARTMENT OF WATER AND POWER, CALIFORNIA GAS CO. AND ALL OTHER AGENCIES HAVING JURISDICTION OVER SERVICES TO THIS BUILDING. FURNISH FINAL CERTIFICATE OF INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION AUTHORITIES FOR ALL WORK INSTALLED. 9. SEE FOOD CONSULTANT DRAWINGS FOR EXTENT OF TENANT IMPROVEMENT WORK, AND EXACT LOCATION OF FIXTURES, EQUIPMENT, DEVICES , ETC. 10. CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO ENSURE AN UNDERSTANDING OF THE COMPLETE SCOPE OF PROJECT PRIOR TO START OF WORK. 11, THE ALTERATION OF THE BASE BUILDING (PFP) SYSTEMS IS A COMPLEX WORK IN NATURE WHICH WILL REQUIRE ACCURATE PLANNING, CAREFUL PREPARATION AND EXECUTION, ATTENTION TO DETAIL AND CLOSE SUPERVISION BY THE CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO DO HIS WORK IN FULL COOPERATION WITH THE OTHER CONSTRUCTION TRADES. 12. BEFORE SUBMITTING PROPOSALS FOR THIS WORK, EACH BIDDER SHALL BECOME FAMILIAR WITH DRAWINGS AND SHALL HAVE EXAMINED THE PREMISES AND BE AWARE OF ALL EXISTING CONDITIONS UNDER WHICH HE SHALL BE OBLIGATED TO OPERATE IN PERFORMING HIS CONTRACT. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION FOR FAILURE TO ALLOW FOR ALL EXISTING CONDITIONS. SUBMITTING OF A BID OR PROPOSAL WILL BE CONSIDERED EVIDENCE OF THE FACT THAT CONTRACTOR IS FULLY AWARE OF THESE CONDITIONS AND IS ABLE TO COMPLETE ALL WORK REQUIRED BY THE DRAWINGS. 13. CONTRACTOR SHALL PROVIDE COMPLETE AS -BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY THE ARCHITECT /ENGINEER. 14. IF ANY EQUIPMENT SUBMITTED BY THE CONTRACTOR IS DIFFERENT FROM THAT SPECIFIED, OR REQUIRES CHANGES IN MATERIAL OR LABOR FROM THAT REQUIRED IN THE CONTRACT DOCUMENTS AFFECTING HIS AND /OR OTHER TRADES, SUCH CHANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. SUBMITTAL SHALL INDICATE CREDIT DUE TO OWNER, IF ANY, BECAUSE OF THE CHANGES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES NECESSARY TO ACCOMMODATE THE REQUESTED MODIFICATION. ALL CHANGES SHALL BE SHOWN ON RECORD AS -BUILT DRAWINGS. 15. SUBMIT SHOP DRAWINGS AND PRODUCT DATA ACCORDING TO SPECIFICATIONS. SHEET NO. SHEET TITLE SCALE P0.1 SYMBOLS, ABBREVIATIONS AND NOTES NONE P0.2 PLUMBING SCHEDULE NONE P0.3 PLUMBING RISER DIAGRAM NONE P1.1 PLUMBING ROOF PLAN 1/4"=1'-O" SHEET INDEX 'I ISSUED FOR DESIGNED BY: - SYMBOLS ABBREV. DESCRIPTION DATE: 12.26.2007 JOB NUMBER: 07935 W W V CW HW HWR GW G CD SOL CWV DS FS WCO CO FD POC TP SEWER WASTE ABOVE SEWER WASTE BELOW VENT LINE COLD WATER HOT WATER HOT WATER RETURN GREASE WASTE GAS CONDENSATE DRAIN SOIL ,WASTE ABOVE FLOOR OR GRADE COMBINATION WASTE & VENT DOWNSPOUT NEW TO EXISTING CONNECTION FLOOR SINK WALL CLEAN OUT CLEAN OUT TO GRADE FLOOR DRAIN POINT OF CONNECTION TRAP PRIMER SCALE AS NOTED FI NUMBER: i P0.1 -•- • • • • • • GW G CD Kenneth L Butts CWV - DS BELL CANYON, CA. 91307 S � . IF. � FAX. (818) 999 4321 HEALTH DEPARTMENT SUBMITTAL 0 ,-TP- AP ACCESS PANEL RIC ROUGH -IN & CONNECT ASR AUTO. FIRE SPRINKLER RISER RD ROOF DRAIN BFP BACK FLOW PREVENTER SOC SHUT OFF COCK BC BALANCING COCK SOV SHUT OFF VALVE CB CATCH BASIN NA NOT APPLICABLE COYB CLEANOUT IN YARD BOX N.I.C. NOT IN CONTRACT CO CLEANOUT ORD OVERFLOW ROOF DRAIN HDR HEADER PRV PRESSURE REDUCING VALVE I.D. INDIRECT DRAIN N NEW I.E. INVERT ELEVATION (E) EXISTING MH MANHOLE PFP PLUMBING & FIRE PROTECTION Y V KULKARNI, P.E. SYMBOLS 2 D obi._ 06 E - MAIL YASHAVANT@COX.NET ill CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE - T T T&P RELIEF VALVE PROVIDE SEISMIC STRAPS 4111111 0 01 .. 1 0 J Lo J PROVIDE SEISMIC STRAPS Mk DRAIN VALVE �j.. 'L' ; 5;„, wy,;: r., r. ;;r-��;.�.:.r�rl... •.3!•. •e +. °_, r_ .. ;w v9 " �ry `. .r ,i•+M n�? �7�:` *. r: .w � j y ::::rY :.a - y_ 1• ny ...r.. : .� ........ { •_r,.�.� t.:x�,:;r:�af. �}. _S •.�t.�.a -.. y. M1..�iS .• :' t, ", � � i:. lr•`.. %;{. ... ``:•:i�:r.-:.y. ;w� ��•. i \..• _,.. .._:r.. =.r•- t:.~:r.:..:. . I FLOOR SINK J - DRIP PAN 4..• =,:- s. ;. 0 ... . NOTE g - :' �r 1. PROVIDE REMOTE TYPE THERMOMETERS IF MOUNTED HIGHER THAN 6 FT. � � - 4` A FLOOR. � ` ' � 1:4,, �' "� ` �1 . 2. INSTALL THERMOMETERS AND AQUASTATS IN OVERSIZED TEES. ADNAL $ -,, 3. (DENOTES ELECTRICAL REQUIREMENTS, COORDINATE WITH DIVISION 16. rEx 4- 17 -2009 1 4. WHERE A HOT WATER HEATER IS LOCATED AT AN ELEVATION ABOVE THE FIXTURE OUTLETS IN THE HOT WATER SYSTEM, A VACUUM RELIEF VALVE MC 11EC SHALL BE INSTALLED ON THE HEATER. CITE CF - I�a�'� ! 5. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS. FEB 1 2 ZDD8 PI -iIVii •1 UL i - ER � : � � � ? s PLUMBING NOTES 5 GENERAL NOTES 4 PIPING SCHEMATIC FOR SINGLE WATER HEATER 3 NOISIA3Z1 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING OUTHCENTER MALL, SPACE # FC -1 TUKWILA, WASHINGTON • ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: -- DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.1 .DWG SHEET TITLE: PLUMBING SYMBOLS NOTES & ABBRV SCALE AS NOTED FI NUMBER: i P0.1 KENN BUTTS A.I.A. / \ Kenneth L Butts Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL (818) 999 4272 FAX. (818) 999 4321 HEALTH DEPARTMENT SUBMITTAL Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E - MAIL YASHAVANT@COX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX NOISIA3Z1 ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - 31da REVIEWED BY: -- DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.1 .DWG SHEET TITLE: PLUMBING SYMBOLS NOTES & ABBRV SCALE AS NOTED FI NUMBER: i P0.1 r«««« 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 31va LO'O I'Z L I LO'9Z7 G I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: -- DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.1 .DWG SHEET TITLE: PLUMBING SYMBOLS NOTES & ABBRV SCALE AS NOTED FI NUMBER: i P0.1 REVISION I ISSUED FOR PLAN CHECK 0 BUILDING FIXTURE UNITS 41.5 = 25 GPM CW LINE = 1 -1/2" DESIGNED BY: - EQUIPMENT CHECKED BY: - 31da ITEM DESCRIPTION Q TY MANUFACTURE MODEL NO. HW CW FUEL GAS WASTE KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 BUILDING EXTERNAL PRESSURE LOSS CONN MBTU VENT DIR. I.W. REMARKS PRV SET AT 80 PSI LOW PRESSURE = 70 PSI. 5 WALK -IN COOLER /FREEZER 1 DURACOLD 31VO I 1" I.W. TO FLOOR SINK SIZED FOR 70 PSI (LOW) - WATER METER (EXIST. 1-1/2") 3 PSI 11 ICE STORAGE BIN 1 SCOTSMAN #BH550S 1" I.W. TO FLOOR SINK 12 ICE MACHINE 1 SCOTSMAN #NME1254AS -32B 1/2" 1" I.W. TO FLOOR SINK - BACK FLOW PREVENTER (EXIST.) - PSI 17 THREE COMPARTMENT SINK 1 CUSTOM ST /ST 3/4" 3/4" 2" I.W. TO FLOOR SINK - PRESSURE REDUCING VALVE (EXIST.) - PSI 18 HANDSINK 1 ADVANCE #7 -PS -80 1/2" 1/2" 1-1/2" DIRECT WASTE PRESSURE AVAILABLE AT BUILDING ENTRANCE 67 PSI 21 PREP TABLE W /SINK 1 CUSTOM ST /ST 1 /2" 1 /2" 1-1/2" I.W. TO FLOOR SINK 31 WATER HEATER 1 1/2' 1/2" MTD. ABOVE MOP SINK BUILDING INTERNAL PRESSURE LOSS BUILDING STATIC PRESSURE HEIGHT 24 HEIGHT X 0.434 = 10.42 PSI 42 GRILL COUNTER W /REF. BASE 1 CUSTOM ST /ST 1" I.W. TO FLOOR SINK 44 GRIDDLE 1 WOLF #RTG -60C 3/4" 137 45 GRIDDLE 1 WOLF #RTG -24C 3/4" 120 46 FRYER BATTERY 1 FRYMASTER #MJH5OBLC -SD 1" 160 PRESSURE REQUIRED AT FIXTURE: FLUSH VALVE: - PSI 51 CHILI STATION W /FRY DUMP 1 CUSTOM ST /ST (3) 1" I.W. TO FLOOR SINK 52 BACKSERVICE COUNTER 1 CUSTOM ST /ST 1 /2" 1 /2" 1-1/2" I.W. TO FLOOR SINK FLUSH TANK: 20 PSI 56 COFFEE MAKER 1 BUNN #CWTF353 1/2" 60 ISLAND COUNTER 1 CUSTOM ST /ST 1/2" (5)1" I.W. TO FLOOR SINK BUILDING TOTAL LOSS: 30.42 PSI 79 DRINK DISPENSER 2 1/2" 1" I.W. TO FLOOR SINK �,_ TRAP PRIMER PRIME PERFECT 1/2" AVAILABLE PRESSURE FOR FRICTION LOSS INSTALL IN WALL AS SHOWN IN RISER DIAGRAM WITH DISTRIBUTION UNITS AS INDICATED PER MFGRS. INSTRUCTIONS. TOTAL LENGTH 350 FT X F 1.2 = TOTAL EQUIVALENT LENGTH (T.E.L.) 420 FT (67- 30.42) PSI X 100 FT ÷ 420 T.E.L. = 8.7 PSI PER 100 FT PIPES SIZED FOR 2 PSI /100LF (AS REQUIRED BY MALL FACILITIES) P147 FS -1 FLOOR SINK JOSAM #49302 WITH TRAP PRIMER VALVE 1-1/2" 2" FD -1 FLOOR DRAIN JOSAM #30000 -A W/ STRAINER WITH P -TRAP CONN. 1-1/2" 2" j WATER CALCULATIONS 6 MS -1 MOP SINK W/ SERVICE SINK FAUCET ZURAN, PROVIDE SINK FAUCET W/ VACUUM BREAKER 1/2" 1/2" 2" 3" FIXTURE WASTE COLD WATER HOT WATER NOTES: _ QUANTITY FIXTURE UNITS TOTAL FIXTURE UNITS TOTAL FIXTURE UNITS TOTAL 1. ALL PLUBMING WASTE CONNECTIONS SHALL COMPLY WIYH LOCAL BLDG. DEPT. 2. TRENCH DRAIN INSTALLATION SHALL COMPLY WITH UPC -704.3 3. SEE KITCHEN EQUIPMENT SCHEDULE AT SHEET K FOR MORE INFORMATION. MOP OR SERVICE SINK 1 3 3 3 3 3 3 FLOOR SINK 7 2 14 0 0 0 0 FLOOR DRAIN 2 2 4 0 0 0 0 3 COMP. SK (2 FAUCET SETS) 1 3 3 5 5 5 5 PREP SINK 1 2 2 2.5 2.5 2.5 2.5 COFFEE MAKER 1 0 0 2 2 0 0 HAND SINK 1 2 2 2 2 2 2 BACKSERVICE COUNTER 1 2 2 2 2 2 2 ICE MACHINE 1 0 0 2 2 0 0 TRAP PRIMER 9 0 0 1 9 0 0 Nz. r ' A . \ t . - � '- 28E5 ISLAND COUNTER 1 0 0 2 2 0 0 DRINK DISPENSER 1 0 0 2 2 0 0 T O T A L 30 31.5 14.5 SEWER LINE - 4" (30) CURVE (FT TYPE) - WATER LINE 46FU (2 "CW) & 1-1/4" HWS(14.5 FU) GPM GPM EfCPIRES 4-17-2009J 1,,c1 E 18 12 WASTE & WATER FIXTURE UNITS 7 PLUMBING FIXTURE SCHEDULE 'I SERVICE PIPE FITTINGS LOCATION WASTE & VENT CAST IRON NO HUB CAST IRON NO HUB ABOVE GRADE BELOW GRADE PIPE SIZE 1 2 " / " 3/4" / 1 " 1 1 4 " / 1 1 2 " / 2" 2 1 2 " / PIPE SIZE 1/2" / 3/4" / 1" 1 1/4" / 1 1/2" / 2" 2 1/2" / STORM DRAIN CAST IRON NO HUB CAST IRON NO HUB ABOVE GRADE BELOW GRADE GPM 2 5 7 15 18 30 40 GPM 2 5 10 17 27 56 84 HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER ABOVE GRADE COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER BELOW GRADE FU 1 6 8 21 26 54 83 FU 2 6 13 25 47 158 294 INDIRECT WASTE CONDENSATE DRAIN COPPER TYPE "M" HARD DRAWN WROUGHT COPPER ABOVE GRADE GAS BLACK STEEL SCHEDULE 40 BLACK STEEL MALLEABLE IRON ABOVE GRADE P206 VELOCI 6 FT /SEC vAX. WATER VELOCII' VELOCITY: 4 FT /SEC MAX. WATER VELOCPY D0.6......, o b b NOTE: ABS OR PVC DWV MAY BE USED FOR WASTE AND VENT PIPING IF APPROVED • BY LOCAL BLDG. DEPT & MALL MGT. PIPE MATERIAL SCHEDULE 8 CW PIPING 4 HW PIPING 2 MARK TANK SIZE STORAGE (GAL} RECOV (CPH) 909 RISE TEMP KW VOLT PHASE LOCATION MANUFACTURER AND MODEL N0. REMARKS l MARK EQUIPMENT Q QTY Q MOTOR DATA CAPACITY HEAD (FT) LOCATION MANUFACTURE & MODEL NO. KS REMARKS DIAN (IN) HGT. (IN) IN (F) OUT (F) HP AMPS VOLT PHASE " 20-1/2" 55 50 164 60 140 3fi 480 3 SEE PLAN A.O. SMITH DSE-50 PROVIDE AND EXPANSION TANK T 0 CI ";: '' EXPANSION TANK 1 - -- - -- - -- - -- 17.5 GAL - -- SEE PLAN AMTROL ST -12 -C ASME RATED, IAPMD APPROVED ArL MF O PROVIDE WITH PRESSURE TEMPERATURE RELIEF VALVE t FiECEiti, ED CITY T 0 PROVIDE SEISMIC BRACING AS REQUIRED BY LOCAL CODE FEB 127008 HMVlii (.'L,ir EQUIPMENT SCHEDULE 5 ELECTRIC WATER HEATER SCHEDULE 3 REVISION I ISSUED FOR PLAN CHECK 0 ISSUED FOR CONSTRUCTION Lii DESIGNED BY: - DRAWN BY: - CHECKED BY: - 31da DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: PO.2.DWG SHEET TITLE: PLUMBING SCHEDULES Ste AS NOTED SHEET NUMBER: P0.2 KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 91307 / Kenneth L. Architect 124 STAGECOACH BELL CANYON, TEL (818) FAX. (818) Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANTOCOX_NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX PERLIMINARY DRAWINGS SUBMITTAL REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - 31da DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: PO.2.DWG SHEET TITLE: PLUMBING SCHEDULES Ste AS NOTED SHEET NUMBER: P0.2 1<«««« 3f1SSl PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 31VO I LO'O L'Z L I LO'9Z7 L I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: PO.2.DWG SHEET TITLE: PLUMBING SCHEDULES Ste AS NOTED SHEET NUMBER: P0.2 ROOF LEVEL TO EXISTING MAIN CW SHUT OFF VALVE 1 -1/2° cw(46 RI) 1 -1/2 CW(27.5 FU) 1 -1/4" CW(12 FU) 1" CW(7) 3/4" CW(5) 3/4 CW(3 RI) ISSUED FOR PERMIT I � I ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31*O REVIEWED BY: - DATE: 12.26.2007 1 /2" CW(2) COF MAKER FILE #: P0.3.DWG EXISTING 2 SUB -METER FEILD VERIFY THE AND SIZE SCALE: AS NOTED . r T 3/4" HW(5) \v1 °HW ( -u-1/2" HW(2.5) [..._1/2.. HW 2 () 3/4" HW(3) 1 -1 /4 "HW (12.5) 1 -1 /4 "CW(14.5) KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 91307 / I ° 1 HW(2) /2 = 1/2" CW(2) BACK SERVICE 3/4" CW(3.5) — - FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX 1 -1 /4 ° HW 3/4° cw(6) COUNTER 3/4" •CW(3) —'- 3/4" CW(4) WH -1 31VG MANIFOLD (14.5 FU) .. 3/4" CW(4) ISLAND COUNTER KS -1 PS -1 HS -1 MS -1 DRINK DIPENSER NOTE: I RPBP,PRV & MAIN WATER METER SHOWN ON SHELL PLUMBING. �TP CTP CTP TP JTP T TP TP CTP TP 2ND FLOOR L ___� I I ~- - � FS 1 F5 -1 FD -1 F5 -1 FS--1 FS -1 FS -1 FD 1 FS -1 WATER RISER DIAGRAM 1 ROOF LEVEL 3 V � I T - 1 - 1 3"V CONNECT TO EXISTING 3° MAIN VENT CONTRACTOR TO FIELD VERIFY LOCATION 2"V 2'11 2"V 1 -1 /2 V J r I- T 2"V 2'V 2"V 2 '11 -1- 2'V T i - 1 1 /2'V - - 1 1 /2'V NOTES: 1. PROVIDE LINE SIZE CLEANOUTS PER UPC TABLE 7 -6 WHERE NECESSARY 2. CHANGE 2" VENT HEADER TO 2 1/2 IF HORIZONTAL LENGTH EXCEEDS 40' TO MALL VENT. UPC TABLE 7 -5 FOOTNOTE. ICE STORATE CHI STATION COUNTER 1 " CO 2ND FLOOR KS -1 _ -1 PS -1 _ V WALK -IN COOLER _ WH _ ICE MACHINE -1 BACKSERVICE COUNTER _ � ill V ISL COUN. _ WATER DIS. _ 1 -1 V " FS 1 -1/2" • FD -1 V ° FS -1 1 " 1 " V " MS 1 -1/2" -1 FS 1 -1/2" FS--1 V FD-- F5-�1 1" I V FS cL� 2 " 1 2 " co CO CO cL—� cL - � cL -�-- 2 " cL � co 2" co J J : : :i 1 :: J J 2 \---'107j2 /— 7 /— /— /— /— /— - i ci. 4" GW CONNECT TO EXISTING 4" MAIN GREASE WASTE LINE 4" CONTRACTOR TO HELD VERIFY LOCATION WASTE RISER DIAGRAM 2 - 2 "(28a CFH) u MASTER GAS CONTROL VALVE Ail z "(417 CFH) „� 0 1 ?) 0 "(16O ° (137 1- 1/2 CFH) .-. 1-- 1/27120 CFH) m m N m I I I C�� I � 1 -1/2 CFH) m r7 o I I I G�� N7>- REGULATOR SETTING 0 0.5 PSI TOTAL GAS DEMAND = 417 CFH PIPE LENGTH = 300 FT TOTAL DEVEL LENGTH 300 FT X 1.25 = 375 FT ',. • SPECIFIC NOTES r E a m re w 01 THE ACTUATON OF ANY HOOD FIRE SUPPRESSION SYSTEM SHALL CLOSE THE MASTER GAS CONTROL VALVE. Z CONTRACTOR TO COORDINATE WfH LOCAL GAS COMPANY FOR NEW METER LOCATION. - I I C-I� I �I- EXFI ES d -17 -?009 I C� ■i M / GROUND FLOOR _ __ L _J 2ND FLOOR LI L •,-- GAS METER ALCOVE li PROVIDE EARTHQUAKE VALVE CONTRACTOR TO FILED VERIFY THE LOCATION 4 RECEIVED CITY OF TUa4.\:V FEB 1 2 2008 Pti-iIVII •i (.;1=N f ER GAS RISER DIAGRAM 3 REVISION I ISSUED FOR PLAN CHECK Cr) R ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION LJ ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31*O REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.3.DWG SHEET TITLE: PLUMBING RISER DIAGRAM SCALE: AS NOTED SHEET NUMBER: P0.3 1<<<<<<<<< KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 91307 / Kenneth L Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3f1SSI Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANT©COX -NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - 31*O REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.3.DWG SHEET TITLE: PLUMBING RISER DIAGRAM SCALE: AS NOTED SHEET NUMBER: P0.3 1<<<<<<<<< 3f1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 31VG co 1.7 G I LO'9Z'Z ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY: - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P0.3.DWG SHEET TITLE: PLUMBING RISER DIAGRAM SCALE: AS NOTED SHEET NUMBER: P0.3 II REVISION I ISSUED FOR PLAN CHECK V) ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION Lui ISSUED FOR: DESIGNED BY - DRAWN BY: - 3140 REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P1.1.DWG SHEET TITLE: PLUMBING FLOOR PLAN Ste AS NOTED SHEET NUMBER: P1.1 1.<<<<<<<<< KENN BUTTS A.I.A. Butts ROAD CA. 999 4272 999 4321 91307 Kenneth L Architect 124 STAGECOACH BELL CANYON, TEL. (818) FAX. (818) 3(1SSI Y V KULKARNI, P.E. (MECHANICAL AND ELECTRICAL) 39371 SPANISH BAY PLACE DAVIS, CA 95616 E -MAIL YASHAVANT@COX.NET FOR PROJECT COORDINATION CONTACT PROJECT MANAGER KIM KIMIAGAR 310 576 1553 PHONE 310 576 1569 FAX REVISION I ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY - DRAWN BY: - 3140 REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P1.1.DWG SHEET TITLE: PLUMBING FLOOR PLAN Ste AS NOTED SHEET NUMBER: P1.1 1.<<<<<<<<< 3(1SSI PERLIMINARY DRAWINGS SUBMITTAL HEALTH DEPARTMENT SUBMITTAL 3140 I Loo I LCY9Z'Z L I ISSUED FOR APPROVAL ISSUED FOR PLAN CHECK ISSUED FOR BIDDING ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ISSUED FOR: DESIGNED BY - DRAWN BY: - CHECKED BY: - REVIEWED BY: - DATE: 12.26.2007 JOB NUMBER: 07935 FILE #: P1.1.DWG SHEET TITLE: PLUMBING FLOOR PLAN Ste AS NOTED SHEET NUMBER: P1.1 PLUMBING FLOOR PLAN (WASTE & VENT) Q SCALE: 1/2 "=1' -0" 20 PLUMBING FLOOR PLAN (WATER& GAS EXISTING 2" CW LINE FIELD COORDINATE AND FIELD VERIFY THE LOCATION oSD5O EXISTING 4" W LINE FIELD COORDINATE AND FIELD VERIFY THE LOCATION 11 immr. a. 1 11111111111111111111 : 1 1 r mg I , .. 'ti NOR H MON EXISTING 4" GW LINE FIELD COORDINATE AND FIELD VERIFY THE LOCATION EXISTING 3" VENT LINE FIELD COORDINATE AND FIELD VERIFY THE LOCATION DRAWING NOTES: SEE ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS. SEE KITCHEN EQUIPMENT SCHEDULE AT SHEET K FOR MORE INFORMATION. 111111111111 EXISTING 2" GAS LINE FIELD COORDINATE AND FIELD VERIFY THE LOCATION C aiii 1 EXP SCALE: 1/2"=V-0" 4 -17 -2009 I • RECEIVEE CITv OF TL9" < ift.A FEB 1 2 2008 PEiHihiii f GEi 193 1