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Permit D08-016 - WESTFIELD SOUTHCENTER MALL - BLUE C SUSHI - TENANT IMPROVEMENT
BLUE C SUSHI 468 SOUTHCENTER MALL D08 -016 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 -016 Occupant /Tenant: BLUE C SUSHI Building Address: 468 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group /Division: A3 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 160 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 468 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: BLUE C SUSHI Address: 468 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: HIROSHI MATSUBARA Address: 1906 E PROSPECT ST , SEATTLE WA 98112 Phone: 206 - 861 -8255 Contractor: Name: R B I CONSTRUCTION Address: 1807 132 NE , BELLEVUE WA 98005 Phone: 425 -881 -1985 Contractor License No: RBICOI* 13203 doc: IBC -10/06 Citylkf 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Permit Number: D08 -016 Issue Date: 03/17/2008 Permit Expires On: 09/13/2008 Value of Construction: $200,000.00 Fees Collected: $3,648.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE; CONVEYOR BELT SUSHI RESTAURANT, 4245 SQ FT * *continued on next page ** Expiration Date: 11/16/2008 D08 -016 Printed: 03 -17 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: The granting of t . pe , 't • . es construction or th Signature: Print Name: doc: IBC -10/06 EF4-k City ATukwila 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 2►�� VI/t4 Volumes: Cut 0 c.y. Private: Profit: N Private: „At Date: • Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: \� 00 D08 -016 03/17/2008 09/13/2008 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. thority to violate or cancel the provisions of any other state or local laws regulating ed to sign and obtain this development permit. Date: 5 17 0g 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 -016 Printed: 03 -17 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 468 SOUTHCENTER MALL TUKW Suite No: Tenant: BLUE C SUSHI 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 - 016 Status: ISSUED Applied Date: 01/09/2008 Issue Date: 03/17/2008 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official m a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: 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. 10: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 11: 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. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: Cond -10/06 D08 -016 Printed: 03 -17 -2008 inspector. No exception. 19: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 20: 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) 21: 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 mm). (IFC 906.7 and IFC 906.9) 22: 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) 23: 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) 24: 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) 25: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 26: 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) D08 - 016 Printed: 03 -17 -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 • 27: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: 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) 34: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 35: 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) 36: 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) 37: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 38: 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. doc: Cond -10/06 D08 -016 Printed: 03 -17 -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 39: Local U.L. central station supervision is required. (City Ordinance #2051) 40: 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) 41: 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) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 45: 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. 46: 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) 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: 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 -016 Printed: 03 -17 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 ( (11/0 Date: 1 ) - o (� D08 -016 Printed: 03 -17 -2008 SITE LOCATION Site Address: 4.1 9 1014'111 ettilrit. hAlit/ TIAKWIVO{ Tenant Name: Ir1/1'd f y (OH Property Owners Name: A-11 fly PrVVM 7 / frU&150 N Novo Mailing Address: t t1 13OY '(DN ft Name: (-t I ((DPI 1 M k1 H 13M Kl 16m M STvt ►' O !No Day Telephone: Mailing Address: 110 to rt)r5 j ' 05 p6 yr . 5rerT'ViV City Fax Number: E -Mail Address: In Il y k I li tu ' 1 5111410 5 Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: 0 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://www.ci.tukwila.wa.us 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 ** 'M STvi bI o t4ot5 rhsi Mosr c ,T. ( t 0 5 N I M i vt Ar IZ t- Iniv pvt 5 1`i4 dto .0 L117rfZV1 Nra (k-ed Ivy RIO t Iq ,'' rlrvyT , 5virr6 g 5ricrrV City Day Telephone: Fax Number: Kf�L '1 iDkbM IPC'Yfli1 6- yI i41P'V1,1 Q/. 17142 QMpplications \Fors- Applications On Linea -2006- Permit Application doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. King Co Assessor's Tax No.: Suite Number: F City 5 v"A-rrvo-- City Day Telephone: Fax Number: (For office use only) New Tenant: 1, L4l0 Wtk' State t te Pell Floor: I r Yes ❑ .. No /146-Bill -01A 1 V VW Zip CONTACT PERSON — who do we contact when your permit is ready to be issued v4A- orbi(v State Zip ve Io - 3 - �i`I GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and: Gas Piping (pg 5)) Company Name: Mailing Address: City. Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record wA— g 811 State - Lip 14 -blf 1 -91/ �1 1419 - 1v) - 14 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record State Zip Zob -144- 444T ' iab -,2a- 1Lk3 Page 1 of 6 Will there be new rack storage? ❑ Yes Q:` Applications On Line3.2006 - Permit Application doc Revised. 9 -2006 bh BUILDING PERMIT INFORM ION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ /i/V . 0'16119 Existing Building Valuation: $ Scope of Work (please provide detailed information):?• N V/ 5TA Zvi vt t1 -N-r or Cl/ N vr(of t3 fl 4 � R Tk4rAftf — -- 1A-V 4,/4 elf ti(r&vf 1,vPtk/ y f k&r LNG lA4 rt N0 kN n 1-ro e rr N No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ';yes', attach list of materials and storage locutions un a . separate 8-1/2" A 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing New Type of Construction per IBC Type of Occupancy per IBC 1s Floor +I 'kit (^ ' 2nd Floor 3r' Floor Floors thru . Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport . Covered Deck Uncovered Deck Will there be new rack storage? ❑ Yes Q:` Applications On Line3.2006 - Permit Application doc Revised. 9 -2006 bh BUILDING PERMIT INFORM ION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ /i/V . 0'16119 Existing Building Valuation: $ Scope of Work (please provide detailed information):?• N V/ 5TA Zvi vt t1 -N-r or Cl/ N vr(of t3 fl 4 � R Tk4rAftf — -- 1A-V 4,/4 elf ti(r&vf 1,vPtk/ y f k&r LNG lA4 rt N0 kN n 1-ro e rr N No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ';yes', attach list of materials and storage locutions un a . separate 8-1/2" A 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 • PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 ® Scope of Work (please provide detailed information): 1r1 - Nor rri R M6P't1 0t- &4NVr(Oti OWT yt 414 I ff"Si 7biv1 Km-tt - Tot A- V 4-124-c/ Sr 51 Ne6Vr -L4' (C/ t N i pr-10 ifr 5 rA-cr 1NGVt N Otto 5V ON o 4-pr r-1teatz/ M-412 kit) - W ter District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Seaver District ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. Proposed Activities (mark boxes that applv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right- of-way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public • Q^ Applications \Forms- Applicutions On Line \3-20116 - Permit Applicanon doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highlinc ❑..- ValVue ❑ .. Renton ❑...Sewer Availability Provided ❑. ❑. ❑ . ❑. . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private Private ❑ .. Work in Flood Zone ❑ .. Storm Drainage • ❑ .. Renton ❑ .. Seattle Septic Svstem: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis 0.. Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Z ip Day Telephone: City State Zip Page 3 of 6 ,Unit Type: Qty Unit .Type: _ "Qty.. Unit Type: • Qty ..Boiler /Compressor: 0 -3 HP/I00,000 BTU Qty Furnace<100K BTU Air Handling Unit >10.000 CFM Fire Damper Furnace >100K BTU Evaporator Cooler 1 Diffuser 3 -15 HP /500.000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU 2 Suspended/Wall/Floor Mounted Heater Ventilation System in Wood/Gas Stove 30 -50 HP /I ,750,000 BTU Appliance Vent Hood and Duct 2 Emergency Generator 50+ HP /1,750,000 BTU TYPE - 1 & TYPE - II I Repair or Addition to HeaURefrig /Cooling System In tnerator - llomestic Other Mechanical Equipment _ Air Handling Unit <10,000 CFM 1 Incinerator - Comm /Ind Rooftop gas Pkg & gas mua unit 1 ea cti� ., 1 •1 ECtlii7 ICAL tRiViTrI IFQRMAT.ION 206;43x3470 • MECHANICAL CONTRACTOR INFORMATION Company Name: 1 P D. Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Q : \AppticationsTortm- Applications On Line-3.2006 - Permit Application doe RcviAcd: 9 -2006 hh City Day Telephone: Fax Number: Expiration Date: State Zip Valuation of Mechanical work (contractor's bid price): $ VC. PI Scope of Work (please provide detailed information) :JINSTALL (1)10 -TON ROOFTOP GAS PKG UNIT, A 3 -TON SPLIT HEAT PUMP, ONE TYPE -1 HOOD WITH EXHAUST FAN & GAS MAKE -UP AIR UNIT, ONE TYPE -II DISHWASHER HOOD WITH EXHAUST FAN ON ROOF. TWO BATHROOM CEILING EXHAUST FAN AND DUCT DISTRIBUTION SYSTEM L Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas ....[E1 Other: Indicate type of mechanical work being installed and the quantity below: Page 4of6 Fixture Type: ' : Qty Fixture Type: = Qty Fixture Type: ; Qty „ F xtpre Type Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas tin * outlets p p b 8 8 Bidet Food -waste grinder, commercial Receptor, indirect waste 10 Clothes washer, domestic Floor drain 8 Sinks 13 Dental unit, cuspidor Shower, single head trap Urinals 1 Dishwasher, domestic, with independent drain Building sewer or trailer park sewer 1 Lavatory 2 Water Closet 3 1 Rain water system -- per drain (inside building) Water heater and/or vent ig Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ 'go Scope of Work (please provide detailed information): him KvakitrN y tN Ky V�V , W lafj{ -� 4 tN << virmi4G O( yl, (1/ �J n Lad • Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: QaApplirationsTnnns- Applieanons On Line'3 -2006 - pemtit Application doe Revived: 9-2006 bit City Day Telephone: Fax Number: Expiration Date: state Zip Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Q:\Applications \Forms - Applications On Lme0-2006 - Permit Application doc Revised: 9 -2006 bh Date: (1amP.s ✓`'i ((G r-d Day Telephone: 0062 26 6 9 G-C /7/7 �1���h , so-kw 1/,/,,4 ?(Yl - s tate --- Cit / Zip I Date Application Accepted: Date Application Expires: Staff Initials: 66 4 Page 6 of 6 Receipt No.: R08 - 01358 Payee: RBI CONSTRUCTION ACCOUNT ITEM LIST: Description titer. RPraint -O6 PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Cash 60.00 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -016 Address: 468 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/09/2008 Applicant: BLUE C SUSHI Issue Date: 03/17/2008 Initials: JEM Payment Date: 04/28/2008 10:42 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Payment Amount: $60.00 1691 04/28 9711 TOTAL 60.00 Printed n4- 2R -9ffR Parcel No.: 6364200010 Permit Number: D08 -016 Address: 468 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/09/2008 Applicant: BLUE C SUSHI Issue Date: Receipt No.: R08 -00782 Initials: VIER User ID: 1655 Payee: MADISON HOLDINGS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1390 2,354.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us 000/322.100 000/345.830 000/386.904 ]RECEIPT Account Code Current Pmts 1,990.00 360.00 4.50 Total: $2,354.50 Payment Amount: $2,354.50 Payment Date: 03/17/2008 01:26 PM Balance: $0.00 7059 03/17 9710 TOTAL 5117..20 doc: Receiot -06 Printed: 03 -17 -2008 Receipt No.: R08 -00084 Payee: MADISON HOLDINGS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http:/lwww.citukwila.wa.us ]RECEIPT Parcel No.: 6364200010 Permit Number: D08 -016 Address: 468 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/09/2008 Applicant: BLUE C SUSHI Issue Date: Initials: WER Payment Date: 01/09/2008 02:42 PM User ID: 1655 Balance: $1,994.50 TRANSACTION LIST: Type Method Description Amount Payment Check 1370 1,293.50 Account Code Current Pmts 000/345.830 1,293.50 Total: $1,293.50 Payment Amount: $1,293.50 7037 01/09 9710 TOTAL 1293.50 doc: Receiot -06 Printed: 01 -09 -2008 Project: tc iktia ♦ ( 9 1 6AI: Type of Inspection: I in 0-1 V Address. / ff . Jy // Date Called: Special Instructions: Date Wanted: / v at a.m. p.m. Requester: Phone No: l� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9 Southcenter Blvd., Tukwila WA 98188 (206)431 -3�7 6300 So , .Wg-a& NA pproved per applicable codes. El Corrections required prior to COMMENTS: Inspector: Date: .3 Z/27 El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: 81716 51670 Type of Inspection: 52 /Sa A/ J ( /L /rt4 Address: : 6 in ?// Date Called: Special Instructions: Date Wanted: 7 - 22_ - L p.m. Requester: Phone No 2 2)6- 306- - ' INSPECTION RECORD - Retain a copy with permit L3 -o/6, PERMIT NO. CITY OF TUKWILA BUILDING - DIVISION 1' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: $ Zh ❑ $60.00 EINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt 'No.: 'Date: • 1 •• I ' .I • Project: Type of Inspection: Address: Date Called: 7/ I 1,/c2 Special Instructions: Date Wanted: � a.m. °V /v/1 p.m. Requestet Y ,/,/ Phone No: pi) INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: 6i Date: 7 / 2 0 y El $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: 1 04zos, S,Ci1Tiud-- ?' hr � c — 9`` MA Niaa4 qnn.A Sinn ihcp4.4.5.. aA _c,„a •1 p e4. ;' fit'. Project: � 134 C 1 x r"ji - Type of Inspection: r'h •. \ Address: 41 r n l Date Called: Special Instructions: Date Wanted: 7 -98 a.m. p.m. Requester: . i✓r s ik Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 f 0 1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: pA Qk 10 Fr ,4 Inspector: Date: 1 Receipt No.: 'Date: Project: D IV( .c0' 9 Type of Inspection: ° . "It-Z-191j Address: il if frith- C. Date Called: Special Instructions: Date Wanted: I na / O a m. Requester: Phone No: 204,••300-7109 13 (Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. b ate 1 I U ' /Og (206)431 -3670 .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a I d ,. 0 $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: Pro ec ) / ?� 4- 5/7/ Type of Inspection: ..-- -6-(1/ 7/P& rho/ Date Called: Special Instructions: Date Wanted: U am: Requester: Phone No a06 — 'o — - 12- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMii NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Co(rec4 s 0145 coin I .tc f'eitmr j hr 4.7 ( /e4( E � Inspector: 'Date: Ei $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ;SW m . • 1c.0 4 s, • r.s . K S tl... � l v a. _:.. +. • �.. a+a. - mtlr„bls+ Fyes. _ .. .. ,sn COMMENTS: Type of In f TEN-ii-4-vi sine a g6wL ( - .., F.R., w "&.n... C..... 44a fit_ ci k- Fxc._-c_ 7e' 1 Lt 6N e r4 --c1 .o Nl D ri i (a.m: p.m Requester: Pe- JE f.....-t i Pa ° R e•I. di " Project: Type of In Addte ; ,..7 /174 // Date Called: Special Instructions: Date W // anted D f,/ � v' (a.m: p.m Requester: Phone No: 11 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. 0 Corrections required prior to approval. Inspector: ,�" _�` �-• Date: C� ( 4o El $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: ;2a.s r .►e aw teb-&nr-asmei 61 4.-Erky - - •a 6- ti 021 r AIat - - Project � �,� Type o l /7.9 / ` f- f� /t/ f'Cj Addrgs 6 /via lr Date Called: Special Instructions: Date W ted: 7 `> `Q� i Pm. Requester: Phone No:, _21006 -.7 o "' U INSPECTION NO. INSPECTION RECORD. Retain a copy with permit tb -6/6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: i Probe _ .L ?/� "`s? � Type of Inspection: A,P /4/‘ Ad /77 ,9// Date Called: Special nstructions: Date Want % / / O (� Requester: Phone No: — .3&a = ?) l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1lnspector: Q ar cc -07-61/6 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 Ik i .s. of t (Date: ‘91 ( , r 0e LI $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: ti C':�w y� .7ttl�.fYC :•'awl, d -- — .0.. ■le Prod t: Type f I nspection: Address: LI b ( ,, (Yt All Date Called: Special Instructions: Date Wanted: a : Requester: Phone N INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: j7 / $44-; re 4I dl I b1 area, a.1C!_6.v 4 5401 46h.+ I Inspector a :Date: /5-/O fl $58 I I INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ' m is,�},;( _... ..►.....s ...e..d'�s....y..., ..,..1—...:l.....l.aela• is:.i i..Y.:.,:.,:s. n-.._:..... HAiu_ ..._..±.f.. -.d.6r s..a .i. 4 .4 3 .s Proje \ZtE., • SZ I C. Type of Inspection: LOYN" I I ,-I- � . Address: �, Q� L3 , � h1A II Date Called: Special Instructions: Date Wanted: Requester. Phone No: (,_ 3 - 75 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BOLDING DIVISION 4-- 6300 Southcenter Blvd., #100, kwila, WA 98188 (206)431 -3670 ; 0 Approved per applicable codes. COMMENTS: 5- fo>I''eC r 01( cove r Date: 0 $58.0 EINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ❑ Corrections required prior to approval. /4 • . .....,._ . • _ ._ , ._ _ .. _ _ _ • • - .. _ .. •:_fk...._v._ • .- :;.r • Project: ,� � u e �' S ugh; Type of Inspection: 6r hf/4 Address: // -- Date Called: Special Instructions: Date Wanted: � 1=/./' Requester: Phone No: AV& 300 7q/9 7 INSPECTION RECORD Retain a.,,copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. pproved per applicable codes. PERMIT NO. (206)431 -36 ❑ Corrections required prior to approval. 33 COMMENTS: ❑ $60 d'REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ct• Type of Inspection: Addre ;s� ? M ! Date Called: Special Instructions: Date Wanted: £' Z ° —0 m. P.m. Requester: Phone No: 266 9 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. Corrections required prior to approval. COMMENTS: _fore rVavl.* fl e4 4 %ed* / a I teg i Alre-c( 'tier 1 -Preuem 141 P hzA Inspector: Date: . �� i ,? ❑ $5 . O'REINSPECTION FEE REQUIRED. Prior o inspection, fee must be pad at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: �.. •. mow:_.. ��w.;iadC+ .rbe d,�.i,r ..s �i.'.X�.:s..:.e.�F i,M.__r u�.: �.seisri.•. ?'ar 6aJs Project: 131k C S� s4�' Type of Inspection: Zti✓, Address: Date Called: Special Instructions: Date Wanted: S`- 2.3' -& eia.m. p.m. Requester: Phone No: q"7 320 2f of INSPECTION NO. INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P0' - Q/? PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,/J /^ kA 9 u.. / /,mod Inspector,' / Date: / k $5 . EINSPECTION FEE REQUIRED. Prior o inspection, fee must be p ' at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Si_ .Aii - -- . a e�, Projeci ?` G e 57(s r ype of Insge�ion a / 4' / Ie T d: r/'�1 si/ IV Addr s :- � .y / Date Cal Special Instructions: Date Wanted: 6 - O A G [ Requester: Ph ne N 4 Y 3d6 -79 INSPECTION NO. INSPECTION RECORD Retain a copy with permit { CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DiA -6 /6. PERMIT NO. MI F (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ? Inspector: Date: — . c ? :)__ ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mutt be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: R i OLC fru4 O(1 i+ c rsTi moil R (/learn cA)(ht,0t6..--v°'l uoi4 IAA(' . u( 7 CO d ki f 4 :14a. fi --4- 14,1--1 pf _ I 1/\ T "" VI f v (.\J AVAPtitJ /Sl V r\ 4 tic, 1 IA v G114 o , I i ki l A k, f Lv r ,),11 S CJ I , fill , /) .(v 6 I 'pia Special Instructions: Date Wanted: Q � L �rrr, Requester: Projec Type of Insp ction: r ii 4fiimi i__ Ad re s: 'h8 »»' / Date Called: Special Instructions: Date Wanted: Q � L �rrr, Requester: Phone No C - 3co— 7e) 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspe INSPECTION NO. Recei No.: 00 REINSPECTION FEE REQUIRED / Prior o inspection, fee must be at 6300 Southcenter Blvd., Suite 3100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit Date: 06 Date: COMMENTS: S pi(((f .1! 'sk/.. t r i .., ` 3 g4/'° #.75'6V 010 £s *�.L' 0 a y./er/ _.' 4. (/.jli. SI(c 1 4pr(46 1. i Date Called: Special Instructions: Date, Vvyyante : , a. Requester: Phone No Projec . B 1) ■ SL' l Type of Inspection: j7Pnc ( ( ' e,ivCI /4.e Address Date Called: Special Instructions: Date, Vvyyante : , a. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EN Approved per applicable codes. ❑ Corrections required prior to approval. /4e Inspector: Date: $58.00 SPECTION FEE REQUIRED. Prior to inspection. fee must be . paid at 300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: 4 COMMENTS: Type of 1 spectio of o f fie r p / -/ 4' br - / e,4t-.S - iti. , 0.4N /110)17 - it 4/a4'r 1 . Ad r s 60 e ,, /440„ii -, /714/t A — I - -. A d / ?//,1 �Gt ,/i s / c ,t, Date Wanted: q _ 3- Do ,',ii-/ A ay / /4,tize-F''i ;�� 2!, l/ Requester: ,4 \5'Z/ • 0?./ -/J / 1 3//71/4•5 l 'h ` G/; -/ 4 ,f ecS /, N , (/ Phone No: ,-2 0 6 -3 00 : 7h?/ /'1/e• /2 ,'/V ( 77/i a7/ % /Nivtxtlr - 1 7 9rvf j //4j 4'1 dW,r /V f- /..r/u - irvi , Project: / ?�'C' s ?ice Type of 1 spectio of o Ad r s 60 e ,, /440„ii -, /714/t Date Called: Special Instructions: Date Wanted: q _ 3- Do a. Requester: Phone No: ,-2 0 6 -3 00 716 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 rov& per applicable codes. I spector Rec f lA AA " PA $ ;8. REINSPECTION FE al • at 6300 Southcenter t No.: INSPECTION RECORD Retain a copy with permit :! PERMIT NO. Corrections required prior to approval. Date " r1 REQUIRED. rior o inspection. fee must be vd., Suite 0. Call the schedule reinspection. Dane: COrgENTS• Type of Inspection: 1 Address: / '4 5s+vtl rsn t i r T?f.c / ( 0 - 0,-, 1 :1r' Sc'eT - 'r omS.'tf go SS ' Special Instructions: Date Wanted: 3 -2$- . a.m. p.m. Requester: Phone No: / 2. 0 300 ?909 Project: 134- . C > ,,s4 : Type of Inspection: 1 Address: / '4 5s+vtl rsn t i r T?f.c / ( Date Called: Special Instructions: Date Wanted: 3 -2$- . a.m. p.m. Requester: Phone No: / 2. 0 300 ?909 I 04-191G 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. Corrections required prior to approval. Inspector: Date: , � — - C— $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: Project: 41csl-c. C 5u 5) Type of Inspection? V r e c v4-L- f\ Address: Suite #: L S. C- 114141 Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: y Sprinklers: r Fire Alarm: Y Hood & Duct: Y Monitor: ( ur)i P, Pre -Fire: » Permits: PA - Occupancy Type: A >r:-= •.- Stu..- ^a ::'.M_•rs3_t;�. iris: N!N4: iR4s a: �r - .v , 41 . ? .a;:a,k - r:...:'az ��.�,.: •r_- Ti:�fs� a... ;5�.,:T :,+:. -.:ties ...�. -+., r. _..+. 'Cf' ' . rS?^e.d.3..:: . Fi* 4: rrr z?6 ■4.7: . - .c_o; 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: )4 ■ Inspector: it\ 5 • I Date: 7I 63 Hrs.: 8 rs.. INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT pproved per applicable codes. INSPECTION RECORD Retain a copy with permit $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 (kW - 4( b PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 Project: �cAC. C. � frk, Type of Inspection R - Pre- �',uAL.. Address: 6 Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: , _ Sprinklers: 'Eire Alarm: Hood & Duct: Monitor: Pre :fire: Permits: Occupancy Type: INSPECTION NUMBER CITY TUKWILA FIRE DEPARTMENT 444 And i er Park East, Tukwila, Wa. 98188 206- 575 -4407 n Approved per applicable codes. COMMENTS: .441 s 1°4441 ept PrJ I - fi PfsPi ClAy— a►S 5P kepiei CIve rt. OR - 5 t-K. Inspector: A ,� + �� Date.; - /a 1 l Hrs.. . I ev\ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Derailment. Call to schedule a reinspection. f �. INSPECTION RECORD Retain a copy with permit 1/13/06 Dog _ol(iv Corrections required prior to approval. •s PERMIT NUMBERS T.F.D. Form F.P.113 Project: 8/0-c c Skti Type of Insp 5e..pyki ion: X 64 P e C- e Address. - -, Suite #: r " - -.. `I 6 S � AI .c . 1 Contact Pers : Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: row i44.4 n+. sr.t.v •.:e.���;? ;'ups INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Past - alter cog - s - 13 f'1v1 a� o ‘ PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. COMMENTS: ec•1- r 4 t.r1et- —0K Inspector: A Date: —)/ / G , C.a Hrs.: c $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. T.F.D. Form F.P. 113 Project: WIVE 0 gal 5,�1 Type of Inspection: Fire Alarm: Address: y65 S , (. I n„, Suite #: Contact Person: C .' .44 • j,i Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r V INSPECTION NUMBER e,r. ,aw: ate.::;rtx INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT bob -ul b c - - 133 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ..Approved per applicable codes. I Inspector:1. p J 1 Word/Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. COMMENTS: 0R -7 (v ✓LVz -- 12- Date: 5 . o Hr s.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: S OS O i Type of Inspection: Hood & Duct: . Address: y b g, ' Suite #: _ 0 N ep--tA b _ s P o_A N _t C_ptikt Occupancy Type: . E. 4, 1(k - broci f% we 4.-t 11-i 4._ Phone No.: • _O (9 top 0 l.IM& - Ai i4'i' — �J a gprT 41DVA' ,,, b., . e .t, - a0.0--Off- e Project: 1>t L S OS O i Type of Inspection: Hood & Duct: . Address: y b g, ' Suite #: , 0 . (V A i Contact Person: C4.14 . W. m . Occupancy Type: . Special Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre -Fire: Permits: Occupancy Type: . 2 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved'per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit . 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 j]t &rections required prior to approval. Inspector: 1 1 7, I Date: 5. q. O f3 .2_ rs.. .$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: }�t.A,,E ( S t Type of Inspection: ff;:: P� 1 r.-4 be.. Fire Alarm: Address: LI tog S, C, 11/14-1,L, Suite #: Contact Person: r �. -n . / /N6-3 le-- Al ., Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PO - ©/' PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 A pproved per applicable codes. r. $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: a- , - !G- .1 r aozt Inspector: yu)/5 f2 Date: //21,4 . rs.. � June 25, 2008 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Items inspected are: Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ,0'22/1/14/ Jeanne L. Parvin cc: Madison Holdings cc & e -mail c: RBI Construction, Inc. OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA RECEIVED (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 JUN 2 7 2008 COMMUNITY DEVELOPMENT 1. Reinforcing steel including epoxy grouting of rebar 2. Reinforced concrete Geotechnical Engineering, Construction Inspection & Materials Testing WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Project: Blue C Sushi - Southcenter Permit Number: D08 -016 Address: 468 Southcenter Mall, Sp R1 Job Number: 08 -0226 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 08 -0226 Report Number: RC74613 Permit N bar: D08 -016 RECEIVED Project: Blue C Sushi - Southcenter Client: Madison o • gs MAY 0 6 2008 Address: 468 Southcenter Mall, Space R1 98188, Tukwila Address: 1617 Boylston, Suite 100, Seattle COMMUNITY Inspector: Ross Bogle Date: 3/28/2008 DEVELOPMENT Description /Location: On site to inspect the work along the main store front for stemwalls and footing. Epoxy - grouted new dowels at each existing footings, both east and west end into existing footings. Dowels used were #4 rebar with a 4" depth. Hilti -150 epoxy, expires 8/2008, was used. Holes were blown, brushed free of debris prior to epoxy placement as per approved plans. Rebar was as per approved plans. Resteel Verified: Yes 3/28/2008 by Ross Bogle Weather: See Comments Weather varied from overcast to rain to snow. *= Discarded Copies to: Client n Contractor Architect tn Building Dept Engineer [] Batch Plant Technical Responsibility: Grade: 60 Mfg: Nucor Placement Data Design n Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs /type): 550# Type: I/II Mix Number: 07400 Fine Agg. (Ibs): 1580# Slump Spec: 4" - 5" Coarse Agg. (lbs/size): 1700# 3/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 8.00 Fly Ash (Ibs): Placed Via: Chute Water (Ibs or gal): 258# Consolidated: Yes Admixtures ( s P tvk eci 33 oz. POLYHEED 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 12:15 pm 8.00 10 gal. 5" N/A 70 °F 38 °F 134 203145 Slump Range: -- Air % Range: -- Date Samples Picked Up: 3/31/2008 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- lo.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 Does Not Conform ❑ Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 4/4/08 7 4 x 8 12.55 8.45 50,370 4010 _ _ 2 4/25/08 28 4 x 8 12.55 8.47 71,030 5660 2 3 4/25/08 28 4 x 8 12.55 8.42 66,350 5290 2 4 4/25/08 28 4 x 8 12.55 8.5 68,180 5430 2 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 04 (Rev 09/06) Page 1 of 1 w sliderule Use: - engineering narks, 1k Architect: 1• Blue C Sushi Southcenter Mall 468 Southcenter Seattle, Washington 98188 Roof Dead Load: 15 psf Snow Load: 25 psf Floor Dead Load: 25 psf Floor Live Load: 40 psf 2007.2009 Project Engineer: Andrew L. Herrick, P.E. Mike Bledsoe, P.E. Sliderule Engineering Works, LLC 1932 First Avenue Suite 809 Seattle, Washington 98101 (206) 728 -4844 Hiroshi Matsubara GM Studio 1906 East Prospect Street Seattle, Washington 98112 (206) 861 -8256 Design Criteria: 2003 International Building Code Z08%0 up Simpson Strong -Tie Connectors per plans and details. Install per manufacturer's specification unless noted otherwise. All steel plates and shapes A -36 per ASTM Structural Steel Specifications, Fy =36 ksi. Hollow Steel Tube Sections per ASTM 500, Grade B, Fy = 46 ksi. E70XX Electrodes for all welds, unless noted otherwise. All wood members exposed to weather or concrete shall be treated. All metal connectors exposed to weather shall be galvanized. All nails and / or bolts exposed to weather shall be galvanized. Stainless steel bolts at all exposed connections. A -307 bolts and lag bolts at connections and embedded anchor bolts, unless noted otherwise. 1932 first avenue, suite 809 seattle, washington 98101 -2498 t = 206 + 728 + 4844 J) = 206 + 728 + 7643 wi = sliderule.biz /flo RES a2 RECEIVE! JAN -9 2008 PEHMIT GEN - I EF �}M AA - 92- • ckettLEV Ey SPA er 6 frees Sw1" - 1 389 _ 3, 5 i.s _ g-r H o f-1 Ili Lc5 s ,4`I far, d rarA L LOAD Sz7`= L ingo z 0,17S" S Wilk 10,1 1A/8k 10 '7,0 T h 3 /8 ISS W = ICS 1 - f,( ST TS 6.y HA - s.8 TILL. e C / ru!e 1932 first avenue, suite 809 Seattle, washington 98101-2498 what: , L - u *r 3 engineering works, lie r = 206 + 728 + 4844 /00 = 206 + 728 + 7643 7.1 sliderule.bi7 when: page. " = v.1 " 17y RECENF' JAN - 9 200a PERMIT Lt(v r who: 1,/A-u. S-n,A5 c 11 enginening works,Ik l op - S W A /9 Sgt( `136 0 DEH -c G 01-fPr •1 rA > at * ,vc .► d N- r i=lt C . / `k fuvEr ) (A-6.S "' 30 P 4 Ar- c41( �PS - OK- T O 23' ,4a- t G "o- t11 t = 206 + 728 + 4844 Pr = 206 4 728 + 7643 w = sliderule.biz when: 7-+ 1932 first avenue, suite 809 seattle, washington 98101 -2498 what: who: RECE JAN -9 2008 PERMIT LEN I t, page: o lL X 7 NA, 26 IA D �lADING oCpSut-1 I'k #& 1 4.-at "? rPF ar; McTAL,' (\ goutz Ft 4Z r c At 'lx' 1 RECEIVED ""] Hs V-•M,4g:C ¢. 5.242 toot 1-1vt)r. flee 17,47029 &— t?a,ut-t IJ. L . teat-S U4t ) Note: Construct fire rated shaftwall assembly as shown where ductwork interferes with ability to complete gypsum board on tenant demising wall. Shaftwall assembly shall be continuous and maintain required fire rating of tenant demising wall. Moira Bradshaw - Re: Blue C Sushi, Southcenter Mall - Proposed Landscape design From: i Moira Bradshaw To: \ Hlroshi Matsubara Date: '06/02/2008 2:51 PM Subject: 4i Blue C Sushi, Southcenter Mall - Proposed Landscape design Dear Hiroshi - Thank you'for a copy of your landscape plan. I think that your LA has provided a good selection of plants. I had a couple of,questions: 1. will the two beds be irrigated? 2. if not, who is responsible for inaintaining - Blue C or Westfield? 3. Will the Sedum groundcover also be planted in the bed to the west of the entrance? If not, I think that you should carry over that material, even if it's a minor area. Thank you for following through on this item. I look forward to seeing the results and would like to know that there is a plan in place for its maintenance. Kind regards, Moira Carr Bradshaw, AICP Senior Planner, DCD City of Tukwila 6300 Southcenter BL, Suite 100 Tukwila WA 98188 Phone: (206) 431- 3651 »> On 05/30/2008 at 12:40 PM, in message < 004601c8c28d $02a08270$07e18750$ @us >, "Hlroshi Matsubara" <hiroshi @gmstudio.us> wrote: Dear Moira, Best regards, I 7)0t-ol Page 1 of 2 Per our conversation, My client, James Allard requested Jeff Glander and Associates to prepare a landscape design in front of the restaurant for your review. Please let us know how you think about the design and also if you need more information from us for you to approve the design. file: / /C:\Documents and Settings \Moira \Local Settings \Temp\XPGrpWise \484408E0tuk -... 06/02/2008 Sabey -- PCStaffRpt - -L07 -066-- 10.17.07.doc As an amendment to a contract rezone, this review will be subject to the once- yearly requirement and schedule for annual Comprehensive Plan amendment/rezone. Light industrial /distribution uses that are permitted in the LI zone are not su,;: ct to the above square footage limitations, but are subject to all development st... dards otherwise applicable. 3. Design review shall apply according to the standards for the T :' wila Urban Center (TMC 18.28.070). Design review procedure shall be lowed according to the requirements of the Board of Architectural Review .,= described in TMC 18.60. Provided that the above conditions are approved, staff reco .: ends the following action in support of the rezone: 1) The City of Tukwila shall amend Figure 18 -3 : s referred to in TMC 18.50.030, to allow a maximum building height of 8 stc es at the site, subject to development and height limitations requi : . by TMC 18.50.045, King County International Airport, and the Federal • > ation Administration. R 14 Q:\COMP PLAN AMEND 20061\Sabey-- PCStaffRpt--L07- 066-- 10.17.07.doc 0 10/17/2007 Hiroshi Matsubara GM Stud %Inc. Page 2 of 2 No virus found in this outgoing message. Checked by AVG. Version: 7.5.524 / Virus Database: 269.24.3/1472 - Release Date: 5/29/2008 7:27 AM file: / /C:\Documents and Settings\Moira \Local Settings \Temp\XPGrpWise \484408E0tuk -... 06/02/2008 September 17, 2007 — 7:00 p.m. Council Chambers — City Hall REGULAR MEETING MINUTES CALL TO ORDERIPLEDGE OF ALLEGIANCE Mayor Steven M. Mullet called the Tukwila City Council meeting to order at 7:02 p.m. and le audience in the Pledge of Allegiance. ROLL CALL Christy O'Flaherty, Deputy City Clerk, called the roll of the Council. Present were President; Councilmembers Joe Duffie, Joan Hernandez, Pam Carter, Jim Hag Dennis Robertson. CITY OFFICIALS Steven Mullet, Mayor; Rhonda Berry, City Administrator; Peter Beckwi _ Assistant City Attorney; Derek Speck, Economic Development Administrator; Jim Morrow, Public ks Director; Pat Brodin, Public Works Operations Manager; Jack Pace, Acting Community Deve1• ent Director; Rebecca Fox, Senior Planner; Bruce Fletcher, Parks and Recreation Director; David nes, Police Chief; Mary Miotke, IT Manager; Jane Cantu, City Clerk; Christy O'Flaherty, Deputy Clerk. SPECIAL PRESENTATIONS TUKWILA CITY COUNCIL Roads and Transit Ballot Measure - Julia Patterson ' ing County Councilmember ma Griffin, Council on, Pam Linder, and Julia Patterson, King County Councilmember, utili : a Powerpoint presentation to provide information regarding the November 6, 2007 ballot measure •ncerning the "Integrated Roads and Transit" plan. This regional initiative involves a 20 -year inte• : ed transportation investment plan for Snohomish, King, and Pierce Counties developed by the Regi• -I Transportation Investment District (RTID) and Sound Transit. This plan is intended to: • Improve mobility for people, trans and freight • Expand light rail and transit • Improve highways and bridge • Create reliable alternatives t driving • Fix safety problems • Build on existing investm is and complete projects If passed, this measure I address problems at major traffic chokepoints in the region: • 1-405 from Bellevue -90) to Renton • I- 405 /SR 167 Inter ange • Southcenter Hill: 5 /SR 509 • SR 167 in Aub • US 2 Trestle • SR 9 • I -5 at Nort : ate • 1 -5 near t' - University of Washington • SR 520 • 1 -5 at l =0 • 1-40 = nd 1 -5 (Alderwood Mall) • 1 -5 . SR 18 "Triangle" Interchange • I- -t SR 167 in Fife • - 410 and SR 162 Interchange From: , To: Date: Subject: CC: Attachments: Dear Moira, Best regards, Hiroshi Matsubara GM Studio Inc. • • Page 1 of 1 Moira Bradshaw - Blue C Sushi, Southcenter Mall - Proposed Landscape design "Hlroshi Matsubara" "'Moira Bradshaw ' 06/02/2008 10:10 AM Blue C Sushi, Southcenter Mall - Proposed Landscape design "'James Allard ' "'James Allard ' Per our conversation, My client, James Allard requested Jeff Glander and Associates to prepare a landscape design in front of the restaurant for your review. Please let us know how you think about the design and also if you need more information from us for you to approve the design. No virus found in this outgoing message. Checked by AVG. Version: 7.5.524 / Virus Database: 269.24.3/1472 - Release Date: 5/29/2008 7:27 AM file: / /C:\Documents and Settings\Moira\Local Settings \Temp\XPGrpWise \4843C728tuk -... 06/02/2008 5) The rezone shall take into account the requirements of developing prope adjacent to King County International Airport, including building heig noise impacts and landscaping. 6) Building height exceptions may allow more flexible and efficient s . - design. 7) Light Industrial (LI) zoning requires only limited design review. 8) An interlocal agreement between Tukwila and Seattle shall spe< fy service, permitting and other responsibilities. RECOMMENDATION Staff recommends approval of a contract rezone from Heavy (MIC -H) to Light Industrial (LI) with the follo rezone conditions and City action. Staff recommends approval of the rezone with th following conditions: 1. Staff of Tukwila, Seattle and the appli that enumerates responsibilities among provision of emergency services, dev Tukwila City Council review and a Sabey -- PCStaffRpt - -L07- 066-- 10.17.07.doc ufacturing/Industrial Center - g specific combination of nt shall prepare an interlocal agreement e parties including, but not limited to, pment review, permitting, etc, subject to royal. 2. Non - industrial development ceeding the following square footage levels (based upon the Mirai traffic anal . is of September, 2007) by more than 20% is not permitted under the term • of this contract rezone: • 640, 000 s.f. of retail /r- . aurant/entertainment use, • 80, 0000 s.f. hotel, a • 700, 000 s.f. office se. These square foota together. Any proposal f.. development exceeding such levels within any category shall require an ap ication for zoning amendment, which amendment shall be reviewed by the City Co cil according to the procedure established for a Type IV land use action. As an am dment to a contract rezone, this review will be subject to the once - yearly require nt and schedule for annual Comprehensive Plan amendment/rezone. are development totals including both Tukwila and Seattle Any proposal for development exceeding such levels within any category shall require an application for zoning amendment, which amendment shall be reviewed by the City Council according to the procedure established for a Type IV land use action. Rf 13 Q:\COMP PLAN AMEND 2006.Sabey-- PCStaffRpt- -L07- 066-- 10.17.07.doc • 10/17/2007 I 61 V-61 I 23 Nebe x pimeleoldea 'Clear Skies' 'Clear *Wes' Nebo 2 GAL. CCNT. • 1' OC. 13 iellctotrlchon sempervlrene Blue Oat Grace I GAL. CONT. • I' OC. 32 Sedum epur(um 'John Creech' TwoRoo Stanecrop 4" POTS • 5" OC. 9 Yucca fllamentosa 'Bright Edge' 'Bright Edge' Yucca 5 GAL. CCNT. • 2' OC. PLANING or SHUT. BE A OH OF NICE 111E ROMBALL DEPTH (CONT. B • B) SHRUB PLANTING DETAIL 1. Refer to details for additional Information. lane, 8A1ENala BAST EERN FERRO:ER TABLETS. Mm BURLAP BACK FROM 100 HALF OF ROOT BALL AF1F4 PUmLG Now IN P uma HOME IEL T TREATED). mom_ sal Lac NTS LANDSCAPE SPECIFICATIONS 2. °tonically VII and rsm000 from sit. M mating weeds and vegetation not Mon to rondo on pion. S Dhtrmat. Import.d sandy learn topsoil (approved by ton. tand.co. Arddt.at) In arms Mon and at depth. 4nAcat.d for crooning and bombng of landscape area; wed badkli of retching wails Of required). Dadra IInes bndkot. 1' contour NGrvd.. A2 landrwp. arw MM rmsbe topsoil. Mn for Indicated an plane or not ea that finish grades of a0 shrub beds snap be Y below tops of adparnt curbs and pavonrnt old lam arms .Nail be i/2 brim tape of ad)mont curbs and pavement Structured f01 cram My landsoope arms occurring within .tructu .1 a notes MM have sera structural TO matrtds oaa at.4 to a depth of fY below finish grades In shrub areas and 0' Beim gads In Ian area; and r.plosd with ramified topsail. DI.par of excavated mewled off sin 4. M. grade an landscape bogs prior to planting oprotlot; 1 No plat oub.51butlons dud to pnmltt.d *Uncut prior approved of tand.erp. ArdUt.et /Ownr. 6 AO panto Mao onoHon to the latest .moan of to Ammon Sto dad for Nursery Stock. 7. AO plant matrtob and plant location. Moll be approved by the Landscape Architect prior to On.ta0atlen. All plant. MM be thoroughly watered Inm.mot.ly ate- panting .1th Nara FM Frtio, solution. It Sol amendment for 000 prepoatko and panting brM80 shat to a cnn.d 5/7( minus nitrl8.d mood rooldud compost scum to A. Comport Pier brad compost s tradable from South Sound Soak Tnlno WA (300) 273 -8802. B. 'tram' brand =roost s avolobi. tom Bo.dust 9rppiy Co.. Seattle. WA (200) 522 -4321, or treat Weston Supply. °ympia WA. (300) 754-3722. • Nrth.wt Organics Comport as available hen Northwest Cryonics. R.dnond, WA (423) 508.4100. A Sop Preparation - (all landscape areas). Sprawl 0 ay. of *miffed .oil onndmnt pr 1000 at (approx. Y depth) of area Spread 100 Ira./1000 af. of dolomite lane (In lawn ores only). 150 Ibs./1E00 af. of Agricultural fo boson sad 15illbs./110 0 af. of 1e -o-8 acnmerdd iodize,' over o .00 rnn ed00000000-111 nt 001 e0 of grad. smooth, eorpooth,g as rotated and ronootg a0 rod.. dodo and a above 10. Loon areas (seed or sod Parr to plans) Mall consist of the f0Owbg turf types: 805 Turf -Type Poundal Rye Ora,. Voetim 20% Bluegrass 20S Hod F.aa. 11. 5.r and sod WHO to mud to that es yawn by Country Green Turf Forma °ympb, WA. Seed MM A. aped at 7 0./1000 at wed Include 10 lba/1000 at of United Horticulture 15 -5-10 fotOer In M l lawn 12. All rase In lawn OM. Mao b. planted In a Y atm.!. sade of bog mulch. ROOT BALL/POT BA06LL Son 102 1 f7RRfaR TABLET GROUNDCOVER PLANTING DETAIL (2• • 4 POTS) NTS COMMEND OUTER ROW OF RANTS SPAY ON Ox1ER AND SET BACK FROM THE RAMC BED EDGE 2/3 IpAt + + vio AREA FOR SPACING AOAISIIBNT 2/3 Y EOM 6 PUNTING BED 110A1111AR SPRING 111101 PLANING BED SPEOFIED RANT SPA0N0 -Y 0011IDU01. PLANTS R1PRIMN1E9 AS+ PLANT SPACING DETAIL NTS 13. BOakfdl m4 for a0 pant. (ampt Rhododendron. • Azaleas) shed bs a blond of 1/3 Meting sit. m4 1/3 coarse .old. and 1/3 .all amndrnn0 .9048.4 N No. 8. Baakf5 Into for Rt1adodnd001s and racism Mall consist of 2/3 above ep.d8ed badd5l mix and 1/3 One grind ham -S bark multi. 14. Apply Onnocote 18 -8-12. S month ram release fotM ., mar the metope of a0 plant pits at me following Tow OW IV Height 2 Qpe Trw Undo, 10' Height I Cup AB Shrubs Except 1 00000. 1/2 tip 1 Cdln Pints 1/4 tip Ground Coors 1/4 Cup 15. Fattier tebl.b for co molt. sita0 be Ayttom (20 -10-5) 21 yarn no 10 grown ablate rat:ab01,4 s follows An toms 4-21 yon tablet; all shrubs (crept 1 gallons). 3-21 warn tablets, all 1 goons 1-21 1 tablet oil 2 -1/4• wed 4' pot ground aeons 1 -10 gram tablet .ad. 5.t tablets *say not to 16 AO drub old wound moor bog. doll nabs a Y depth (0 es pr 1000 at) of Pb,. ' bind' hon /Po bark mulch as top drudng. 17. Apply a granular pre- 0nrgrd hrbdds to Al drab and yordemor bode at the mhdudon of the mabtn0000 pried. Do not use Cwrm or Noumea Brenda 16 AO work Mall be performed to the satisfaction 04 the Landscape A hlteaH/Oonr. IN. AO plant. Mao be guaranteed for m. NO yon from dots of pra}ot aaaptonea AO r.9loo,d plods Mall be re-guaranteed. AR rplaarnnta Oral be mad. within 21 days of no.hNg .rttton narks from No Owner. Contractor dd not S. memorable for dolt, dying due to O.nr nml.ct or la,daOon, aft, the malntnan0 prod 20. Plant Oat puontNN. re Mom for reforms only. Contractor b reparable for volfying all acantUes In list with actual plan 000 - ant. and AstOOIng planting, per the Ind.np• plan. Gro undeovr and/or mass dace pwnetle. Moll be ad)rted as rqub d for fwd condition. a the odMd spacing. 21. Md 10.9,05100 .hall occur at N. coldudo, of a 00 -day noIntnons prlod. blabtnols period Mao • s upon completion of dl landscape Installation oetratles and Mao include N. following A Now Iona one, pr week B. Romano all made mar 1' In height C. Replace dead or unhealthy plant. D. Enos. proper Amaral of du radon. t E Enema Gradual, ma nt . a I. 4 Mowed to oil landscape beds Indudang nol- Inlgatog ram. F. Frd°. all lawn, at conclusion of mobdnance prod. 2- 'Clear Skies' HEISE�L • 12 " -18" O.C. CCC I- 'Bright Edge' YUCr'A (CENTER ON WINDOWS) 2 BLUE OAT GRASS • 12 " -18" O.C. PLANT MATERIAL LIST . 0 6 U 8- 'Bright Edge' YUCCA (CENTER ON WINDOWS) MEXICAN BEACH PEBBLES 2" Depth, Equal parte: Size, Color: BONE and 2 ".3" Size, Color: BONE II -BLUE OAT GRASS • 12 " - 18" OD. 32 TWORDW STONECROP • 6" O.C. 21 'Clear Sklee NEBE • 12 " -18" O.C. OTY. I BOTANICAL NAME COMMON NAME SIZE I SPACING All Planter areas require 12" Mtn. depth of Soil mix. Refer to Chill Dr6Wirtge for drainage detalle. STATE OF WASHINGTON REOS1ERED LANDSCAPE ARCHITECT Jefrrs) 9. pander e..Reba*. Ma .pas r NORTH 0 2' 4' 8' 12' SCALE 1 /4"=1' c P ° � o m 0 S d c U W J CO sheet L -1 of 1 LANDSCAPE PLAN February 14, 2008 Hiroshi Matsubara GM Studio Inc 1906 East Prospect Street Seattle, WA 98112 Dear Mr. Matsubara, Building Department: Planning Department: Brenda Holt Permit Coordinator encl ,L1-4AA xc: File No. D08 -016 P:\Permit Center\Correction Letters\2008\D08 -016 Correction Ltr # 1.DOC wer • • Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -016 Blue C Sushi — 468 Southcenter Mall If you have any questions, please contact me at (206) 431 -3670. CORRECTED VERSION This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: January 16, 2008 Project Name: Blue C Sushi Permit #: D08 -016 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a floor plan that identifies means of egress. The means of egress plan shall identify emergency lighting along means of egress path to required exits. Emergency lighting shall meet means of egress illumination requirements. Dimension egress paths. (IBC Section 1006, Section 1016 & 1025.8) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Interdepartmental Memorandum To: Permit Division From: Moira Can Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 5 February 2008 Subject: D08 -016 Blue C Sushi Thank you for the colored rendering of the new facade for Blue C. The approved Tenant Criteria outlined below suggests that a landscape element be included between tenant storefront and plaza. Please provide us with the depth and location of the landscape area and plant palette that you would like to propose for the site. See Tenant 2 Criteria Elevation for graphic illustration of the following: • Opaque portions of the Tenant storefront shall not exceed 30% of the storefront area, i.e. 70% of the storefront shall be either transparent, clear glass, or openings. • At least one exterior entry is required and must be treated as a signifi cant entrance. • A maximum of 20% of the surface area of Tenant's storefront may be fi nely detailed and fi nished with E. I. F. S. or horizontal articula tion (fi ns, slats, cement board siding.) • Up to 15% of the tenant storefront may have mosaic accent tile or special decorative stone to be approved by Landlord to highlight specifi c design elements. • Tenant 2 is encouraged to incorporate the base building brick and /or stone as part of their storefront design. • The exterior design shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. • All elements of the storefront design are subject to Landlord review and approval. • Enclosed patios shall conform to the guidelines established in Part I of this document. Q:\malI\D08- 016BlueC.doc Page 1 of 1 ACTIVITY NUMBER: D08 - 016 DATE: 04 -16 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS O,R CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved ✓ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division Ti Permit Coordinator DUE DATE: 04-17-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: n No further Review Required DATE: Not Applicable DUE DATE: 05-15-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -016 DATE: 02 -15 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: I: ng 'vision X Public Works Complete Structural Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Documents/routing slip.doc 2 -28-02 Fire Prevention El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) • A615 A'W° 2 P Division • Permit Coordinator 11 DUE DATE: 02 -21 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO UTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 03 -20 -08 Notation: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -016 DATE: 01 -09 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued D PART ENTS� L.: 1H* g ' !vision Complete TUESITHURS RO TING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN P REV I EW %ROU TING SLIP Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: 611 AvO C 110 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DATE: M * m i l i d ?' (9-01) Planning Division ► _� P ubf Works n�� . "14.06 ►!. Structural ❑ Permit Coordinator n'w1 DUE DATE: 01 -15 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 02 -12 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4 Departments issued corrections: Bldg Fire ❑ Ping 11/ PW ❑ Staff Initials: (`►I"/!1►�/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -016 DATE: 01 -09 -08 PROJECT NAME: BLUE C SUSHI SITE ADDRESS: 468 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required n n Planning Division ❑ Permit Coordinator DUE DATE: 01 -15 -08 DATE: DATE: Not Applicable DUE DATE: 02 -12 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: iltell4tA Al. i1- /VT GO I.lM2t':'[r e- t,a pi\vitvr; - 1:v u N, W,1-1 i' t t t..--�Io C..i Received by: l`l i-1- G- Are \ v In d REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: PERMIT NO. REVISION LOG ORIGINAL ISSUE DATE: (please print) (please. print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: if f Iv / O Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1,,k/l �° .114 CH Project Address: q-k f2 In[/ }-Ig -L Contact Person: ?t ( I '4'I (-t ( t4 A'rhA fpAlt-A Phone Number: Summary of Revision: • ' r - vrivr TN'd'tLptor(/ otters K 41 . L . MA? t p (.4 !nu NYA110N erg r-1 - L 4 N5rrfc 'ty Sheet Number(s): I - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k Entered in Permits Plus on 01( icicfb Aft poi — o(b Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED cm' OF TUKWILA APR 151008 PERMIT CENTER 2e - 6(o( -814 GM STUDIO INC. 1906 East Prospect St. Seattle, WA 98112 (206) 861 -8255 t (206) 323 -5948 f www.gmstudio.us date : April 10, 2008 time : TO name : Bryan Low company : Westfield Tenant Coordination Trailer 633 Southcenter Mall Tukwila, WA FROM name : Hiroshi Matsubara RE Blue C Sushi — Revision submittal to the city of Tukwila, A -3 (3 sheets) S1.1 (3 Sheets) Resubmission Cover page CONTENTS AND MEMO Dear Bryan. Here are the rest of documents that need to be submitted to the city for the revision required by the city inspector. Again, thank you so much for submitting these on behalf of us. Thank you very much. Hiroshi Matsubara TRANSMITTAL i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: N/ I "I (P ?' Plan Check/Permit Number: - D08 -016 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BLUE C SUSHI Project Address: 468 Southcenter Mall Contact Person: Hiroshi Matsubara Phone Number: Summary of Revision: • 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: htlp: / /www.ci.tukwila.wa.us Sheet Number(s): A -0 / A "Cloud" or highlight all areas of revision including date of revision R iCt/W e N Received at the City of Tukwila Permit Center by: Entered in Permits Plus on a s- -a a0 \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • rvI-N — povory c4 rs4 rk 1rNy1 i>AriwitN oy VI4N1 kVOiTIONA -1, N i r v v1007046 k11 F 4 ti tni - _Arm_ ty-rtyp a ry r V�►-4T�'fC� 1k Mk/NT br- 117I '4/IrN j irk— rr Nor Mr Nid.m, FM"514Aul', Ic•(lQ0d51 CITY Of . RECEIVED F EB 1.5 206 December 3, 2007 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Dear Mr. Benedicto: 6 • RE: Request for Overtime Plan Review 4'102 (Tenant) &IAA r t et 41 f f (-} ( , Address # Southcenter Mall, Seattle, WA 98188 To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely, P r e s t ?ki -�, 7rn's AlIG rd (Tenant/Tenant Architect or Engineer /Westfield Staff) Title r ;lure.0 s s4; Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination • • • [Date] Tukwila Building Division/Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 • • Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. 1)09- 0 1(p 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: n Title': r ( 5 '4E4' Tenant Name: Jaynes QiveCcosh, 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 I 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 8 1 8 / I V Sink, Clinic flushing Sink, kitchen 3 2 /J7 I Sink, other (service) 3 1.5 / 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 I Q Water closet, tank or valve, >1.6 GPF 8 4 / 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 4kb isterr e'NW MPtW Property Street Address City TvtKwl�Pc vvPr J frM P1 P w k lr v Owner's Name Subdivision Name Subdiv. # Building Name Owners Phone Number (with Area Code) wfr 4 81ti'v Total No. of Fixture Units _ 20 (if applicable) ( ) State ZIP Lot # Block ft P roperty Contact Phone Number (with Area Code) Side Sewer Permit # Owner's Mailing Address k��/�, it Demolition of pre- existing building? U Yes I U (, I o Q t 14 T ON r V, W i Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE 1,14 RCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # if 4 'fro ^ di'{ 0 Party to be Billed (if different from owner) City or Sewer District 1 1 V f Date of Connection B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE 1058 (Rev 11 /051 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer King County Department of Natural Resources and Parks RCE JAN —9 2008 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. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �` �'v ) )et "I Date 44 g Print Name of Owner /Representative -/4 116,(- 1 License Information License RBICOI *13203 Licensee Name R B I CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601046430 Ind. Ins. Account Id Business Type CORPORATION Address 1 1807 132ND NE Address 2 City BELLEVUE County KING State WA Zip 98005 Phone 4258811985 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/23/1987 Expiration Date 11/16/2008 Suspend Date Separation Date Parent Company Previous License RESTABI 166N 1 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WARD, RICHARD F 01/01/1980 WARD, MOIRA 01/01/1980 Look Up a Contractor, Elect */ 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. WESTERN • Bond Information Bond #7 Bond Company Name CBIC Bond Account Number FC4723 Effective Date 04/09/2007 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 05/07/2007 Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= RBICOI* 13203 03/17/2008 7 PROJECT DATA PROJECT ADDRESS: 468 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE R1 SCOPE OF WORK: TI — NEW ESTABLISHMENT OF RESTAURANT AREA OF CONSTRUCTION: 4,245 SF (INCL. WALL /CAVITY SPACE) OCCUPANT LOAD (SEE A -1 FOR BREAK —DOWN OF EACH ROOM: 151 AT DINING AREA (2265 SF /15) 9 AT KITCHEN /UTILITY /OFFICE AREA (1628 SF /200) 160 TOTAL (3,893 SF EXCL. WALL /CAVITY SPACE) OCCUPANCY GROUP: A -2 PARKING REQUIREMENT: NA KC ASSESSOR'S #: 636420 -0010 LEGAL DESCRIPTION: NA PROJECT TEAM OWNER /DESIGNER: MADISON HOLDINGS 1617 BOYLSTON AVE. SEATTLE, WA 98122 CONTACT: JAMES ALLARD (206 -568 -2312) ARCHITECT IN RECORD: GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE, WA 98112 CONTACT: HIROSHI MATSUBARA (206 - 861 -8255) LANDLORD: WESTFIELD CORPORATION INC. 11601 WILSHIRE BLVD. 11TH. FL. LOS ANGELS, CA 90025 CONTACT: JOSHUA KIMMEL (310- 893 -4761) APPLICABLE CODE 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS 2005 NATIONAL ELECTRICAL CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON BARRIER FREE REGULATIONS 2006 WASHINGTON STATE VENTILATION AND INDOOR QUALITY CODE WASHINGTON ENERGY CODE 2006 PRESCRIPTIVE REQUIREMENTS APPROACH: TARGET UA APPROACH: NA SHEET INDEX ARCHITECTURAL DRAWINGS ONLY A -0 PROJECT DATA, SITE PLAN OTHERS A -1 GROUND FLOOR PLAN A -2 REFLECTED CEILING PLAN A -3 ELEVATIONS A -4 ELEVATIONS A -5 ELEVATIONS A-6 SCHEDULES A-7 DETAILS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES & REGULATIONS. 2. ALL DIMENSIONS ARE TO FACE OF FINISH (UNLESS OTHERWISE NOTED) 3. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS & EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK, ANY COMMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF GM STUDIO. 4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 5. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. 6. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL WORK, ELECTRICAL WORK, AND OTHER SUBCONTRACTOR WORK TO INSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 7. CONTRACTOR SHALL PROVIDE ALL ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED AND SCHEDULED IN THE SPECIFICATIONS AND ON THE DRAWINGS HEREIN INCLUDED ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY FOR COMPLETION OF WORK. 8. GM STUDIO INC. WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OR FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. GM STUDIO WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, ANY SUBCONTRACTOR, OR ANY OF THEIR AGENTS, EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. SEPARATE PERMIT REQUIRED FOR: g Meclianical e lectrical plumbing M Gas Piping City of Tukwila BUILDING D)ViS!D VOSO1b FILE COPY Permit No. - 01 Plan review approval is subject to errors and omissions. Approval of construction documents does not autoriie the violation of any adopted ..y �- . -.,:'� ate. Receipt aged: ( •L ) r City of Tukwila BUILDING DIVISION No I NO17.r; , ": ^n .,. ", t VICINITY MAP SITE PLAN 1:20 POINT OF DISCHARGE L PROPOSE CANOPY PROPOSED PLANTER /" r 7 s _ I N L ENTRA:IWC , ,/ PROPOSED TENANT IMPROVEMENT (SEE A -1 FOR LAYOUT 4245 SF • FIRE RATED PROPSED CORRIDOR EXIT of nADIiinir' ( - nnrr A LOADING DOCK ciK. PROPOSED TREES REF. TO Rf /SHE D N .1 1 GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 No. Date 02/14/08 PERMIT 2 01/25/08 LANDLORD REVIEW 2 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 10/26/07 KCHD #1 ISSUE CORRESTiON DO5oi Consultant Revisions Description Registration Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 PROJECT DATA SHEET INDEX GENERAL NOTES SITE PLAN cale AS NOTED Date 12/18/07 Drawn RL A -0 RECEI FEB 15 2008 PEi <<`ri s (ENTER :kr I I I I I I I I I I I I I I I L - I I I I I I I I I I I I • • • • • • • • • r=i_ I I I I I I I I , I I I I I (0.5 1 00SF) 15:00.)24.0,111W. AM% SERVICE STAT ' CD ( N 1HR RATED FIRE CORRIDOR 2 3/4" 13'-3" 35' - /7 21 '-1 " 301_07 I7 ADJACENT TENANT SPACE 7 77 29'-4 1/16" PROPOSED NEW WALL W/ 20GA MTL. STUD @16" O.C. TYR SEE 1/A-7 AND 2/51.1 CORE/SHELL CMU WALL SEE 7/A-7 FOR WALL ASSEMBLY DETAIL 5' 7" • 7 75 " APPLY PTD. 5/8" TYPE X GWB ON CORE/SHELL STUD WALL 7YP. U. N.O. CORE/SHELL 1HR RATED WALL, SEE 2/A- 7 FOR WALL ASSEMBLY DETAIL co co EGRESS PATH NOTES j 4 1/8" EGRESS PATH 44" MIN. TYP. W/EMERGENCY LIGHTING AS SHOWN EMERGENCY FIXTURE WITH BATTERY BACKUP - USE LITHONIA/ELM/654/H 1206 HALOGEN LIGHT MOUNT AT 9' A.F.F EMERGENCY FIXTURE WITH BATTERY BACKUP - USE LITHONIA/ELM/654411706 HALOGEN LIGHT MOUNT AT 13' A.F.F USE THREADED ROD TO SUPPORT SCALE (GENERAL NOTE) PROVIDE 5" TH. CONCRETE SLAB ON GRADE AT NEW TENANT SPACE, WITH #4 AT 18" 0.C. AT MID HT. OVER 15MIL VISQUEEN VAPOR BARRIER OVER 4" MIN. GRANULAR FILL DOWEL CONNECTION WITH #4 @18" O.C. AT CORE/SHELL EDGE 1. LINE OF SOFFIT ABOVE 2. MOVABLE FURNITURE (TABLE/CHAIR) BY OWNER 3A. BUILT-IN TABLE AND BANQUET SEATS (4 SEATS) 3B. BUILT-IN TABLE AND BANQUET SEATS (6 SEATS) 4. BUILT-IN LIGHT FIXTURE BY OWNER, GC TO PROVIDE POWER 5. LINE OF CONCRETE CURB BELOW 6. LINE OF CONVEYOR BELT EQUIPMENT BY OWNER, CC TO PROVIDE POWER 7. BUILT-IN BENCH 8. REFER TO KITCHEN DESIGN DRWGS. 9. BUILT-IN COUNTERTOP 10. RECEPTION DESK 11. SERVICE COUNTERTOP 12. GLASS LOW WALL, 3'-6" AFF, INTERNALLY LIT. 13. MOVABLE PARTITION WALL 14. PASS THROUGH OPNG 15. PROPOSED SEATING COUNT: 100 SEATS (DINING) 26 SEATS (BAR) 126 SEATS (TOTAL) 16. MERCHANDIZING SHELVES 17. BUILT-IN SERVICE COUNTERTOP AND SHELVES 18. LIHGT COVE AT WALL 19. WOOD SLAT FLOOR, PROVIDE FLOOR DRAIN 20. METAL SLAT SCREEN 21. RAISED GLASS SHELF, USE SAFETY GLASS 22. LOW WALL, 3'-6" H, P-LAM FINISH W/ 9"H SAFETY Pr ACY i5 ABO PLAN ER DI CH 1 DE CONNECT PLANTER DRAIN TO NEAREST CORE/SHEL TOM IRAN LINE 1/4" MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot- candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... GROUND FLOOR PLAN GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Na. Date 1 02/14/08 02/07/08 01/25/08 01/22/08 01/07/08 01/04/08 12/19/07 12/10/07 10/26/07 8072 S cale AS NOTED Date 9/17/07 Drawn RL Consultant Revisions Description REGISTERED ARO-11T CT RA M. GA a OF WA NER QTON 468 SOUTHCENTER SEATTLE, WA 98188 GROUND FLOOR PLAN PERMIT 2 REVIEW 3 LANDLORD REVIEW 2 REVIEW 2 PERMIT 1 LANDLORD REVIEW REVIEW 1 KCHD #2 ISSUE KCHD #1 ISSUE Registration Project Name BLUE C SUSHI SOUTHCENTER MALL e- ;.• 4, FEB 1 5 ZOU PERMi 3or a x9E.4TAW21:KZEniirsle...7.:4MWA,..X994:71 "*.% ;;;.iN V' 445 ,‘ a 4 ; SEqVICE STATI PH=8 PRO FIXT INS! HO !• HALLWAY ( H=8' —6") C C (CH=•1 Q1-0 • VESTIBULE (CH=8'— 6") P-4 (0) J 1 1 A A 1 Al v v A2 o" J MEN'S BATHRM. 8 (CH =8 6") A \ x \ ) / \ LED (ROPE ABOVE U.... Al c t i Fi P-4 1 6 '-8 " d Al < A1 oU < 4 A Al Al :1 ' ix) cb A2 P —X SERVICE STATION 2 © J d J (CH=1 7'-6") C LED (ROPE ABOVE) H (6) K r Li - 77 F2 J REFLECTED CEILING PLAN SYMBOLS EXPOSED METAL TRACK FOR SLIDING DOORS F2 F2 (CH=1 7'-6") x `v. \I -— 7 /K ( x LED (ROPE ABOVE) • Al Al 10" P— 1 MAIN DIN (CH=1 7'-6 0 J 0111416 N \ • 7 \\„/ • (1 H 17-6") P-1 PREP. AREA - 3 o" p-2 0 0 ©J 0 J FINISH INDICATION — SEE SEPARATE FINISH SHEDULE F2 PROPOSED EXPOSDED HVAC DIFFUSER (DESIGN INTENT ONLY, REFER TO MECHANICAL DRAWING FOR DESIGN) PROPOSED HVAC DIFFUSER AT GWB FINISH SURFACE (DESIGN INTENT ONLY, REFER TO MECHANICAL DRAWING FOR DESIGN) PROPOSED VENT DIFFUSER AT GWB FINISH SURFACE (DESIGN INTENT ONLY, REFER TO MECHANICAL DRAWING FOR DESIGN) PROPOSED HVAC LINEAR DIFFUSER (DESIGN INTENT ONLY, REFER TO MECHANICAL DRAWING FOR DESIGN) LIGHT FIXTURES, SEE SEPARATE SPEC. FOR FIXTURE TYPE AND FINISH F2 F2 FLOURESCENT LIGHT FIXTURES AT GLAZED LOW WALL F2 a a Al Al Al X ' V \J F2 (CH=1 7 J J J J ,H ( x ' W ING AREA 2 (CH= 9 SOFFIT) 0 (CH=8' —6 ") • SUSPENDED CANOPVC x F2 _ I FLOURESCENT LIGHT FIXTURES IN RECESSED LIGHT COVE C LIGHT FIXTURES ABOVE IN GLASS SINGNAGE WALL SPACE SCALE 1/4" P00.5 OK, GROUND FLOOR PLAN _ . . GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 No. Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Consultant Revons Registration Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 RECZniEl JAN —9 2008 PLRMIT C I ti REFLECTED CEILING PLAN Scale AS NOTED Date 12/14/07 Drawn HM A — 2 FIXTUR: cale AS NOTED - 3 Date 12/18/07 ED DO Mc, DBL. GLA ALUM. WI U =0.35 PRECAST / r(lnlr DA EXTERIOR /INTERIOR ELEVATIONS cale AS NOTED - 3 Date 12/18/07 Drawn AK C INTERIOR ELEVATION SCALE 1/4" =1 SCALE 1/4" =1'-0" SCALE 1/4" = 1' -0" PTD. GWB. P —X DBL. GLAZED ALUM. WINDOW U=0.35 V — PT GWR P —X 4" VINYL BASE V -1 INTERIOR ELEVATION INTERIOR ELEVATION CUSTOM MADE LIGHT FIXTURE TYP. OF 4 TYPE P LINE OF CORE /SHELL CEILING FIN. WASHABLE ACT. TYP. FTP PANELS WALL FIN. TYP. IN KITCHEN 4" COVED FLOOR FIN. BASE TYP. EXISTING CONC 5" CONC. SLAB ON SLAB GRADE AND CONNECTION BY CORE /SHELL PER STRUCT. DETAIL 0 2 1 '2" N � PTD. GWB. P —X EXIT PTD. GWB. P —X METAL PANEL ON 2" TUBE FRAME M —X KITCHEN LIGHT FIXTURE IN COVE, TYP. AT EDG• DIPLAY SHELVES PL —X BUILT —IN CAB. (RECEPTION DESK) PL —X BUILT —IN CAB. \ 4 VINYL BASE W —X V -1 11 11 0 0 FRAMELESS '- BUILT ---IN C, SAFETY GLASS PL —X DOORS — HARDWARE DESIGN PER CITY CODE 4" VINYL BASE V -1 7 V PTD. GWB. P —X CERAMIC TILE T -1 � I • I 1 •T 7 ! T. [ ... 1_L -L [ ! I -_t :..:... T : IT[T " T T. ...... 1 .....:.. .....C......L...a._ • L —L J L : 1 ..: . I . L [ ............. 1. ..TT >.......T.....r......... ... r r t I L 1.,_. i .._ 1 ... l .� + :1 L ::1 ::i T_ L .._... : T_ • • •r • • PAINT FINISH ON EXISXTING CEILING P--X + + ++ PTD. GWB. P —X / LINE OF SUSPENDED CANOPY (FOREGROUND) P- 7- PTD. GWB. P —X OPEN (PRIVATE DINING BEYOND) PAiNT FINISH ON EXISXTING CEILING P---X GW LINE OF •USPEN FD X CANOPY FOREGROUND) - LIGHT FIXTURE F2 IN COVE BEYOND CERAMIC TILE BASE T -1 FRONT ELEVATION SCALE 1/4" = 1' -0" ++ ++++. METAL PANEL M —X PRECAST CONC. PANEL 0 .. ... 7 ... 1...... i .. . . .. . ...l... I ...n.. T r ..x.. Y ......... ... r ..x....... ... ... :........�... i r i T r 7 T r 7 t ....... 3 ... ... .. . .. . .. ... F �.. E 7 f • r...... 1....... T :............ i..... .1....�. : .. , ... . ....... : ... ..._.. ................,._.. ............._...r.......... ,:: T:......... 1..._._ r........,.._._€......... i . i.... ... ,.. .,...i........................ i..........,....._ i........,. ._i.........1......i........... ,. ; .L......._L..w. i W .W. �..1_ .1.. ..,...L..L.w�... l.. . r L L r .. ! . . _ L 1 _ ,-- L _. 1 _r. .r r € � L • 1.,. . ...,...[ L.. r ..:_. . r ..!_ W ..1.. ;...,_.L. _. [ .1. �.. ..- _...1.._..1....T. .._. T.?- .. =..r.1 i r ,...1......�.._.. . .:.. ..._ r.....,.:: -:: :- : - ....... r [ .. ..._ [ ...... ::: r .. 1 ... .......T .::! : .: :: :::::r....L. 1 r. .:: :r rort ..T [.. W . .. _ 5" CONC. SLAB ON GRADE AND CONNECTION PER STRUCT. DETAIL METAL PANEL :ON 2 TUBE EXISTING WALL SAFETY ++ + I Ii' I-IT O ....• + ,J FRAMELESS SAFETY GLASS DOORS — HARDWARE DESIGN PER CITY CODE GLASS PANEL + + • •+ + + + * + T .G — X r:METAL ++ - METAL PANEL + + + + + + + ++ • : +: rA • .f-1�.4I ANC'F FOR- +: +: +: + : +: +'+ A. PTD. GWB. P —X RAISED SAFETY INTERNALLY LIT) 4 EQ PANELS BUILT —IN CAB. PL —X DIPLAY SHELVES N PL —X BACKSPLASH WALL, PL —X OPEN M —X (3) UNDER CAB. LOW VOLTAGE LIGHTS COLORED /DIFFUSED BAR F�TD. GW P —X DINE OF USPEND�D CANOPY P —X LIGHT WEIGHT \— UPHOLSTERED CONC. COUNTERTOP WALL COVERING AND C —X BUILT —IN BENCH LOUNGE BUILT —IN CAB. OPERABLE DOORS AND SHELVES W —X f f • T• f f T T I. + I i COUNTERTOP PL —X 1 1 l 1 !._1 _ 11 -.I ::: L : � € 7 _7 I : 1 ... L_ L . .7:7÷4"H ALUM. BLADE :+:+:+:+ :SCREEN W/ 3" ' . : r + +:OPENING • . : M_X ..........+++++ \ OPEN i ALUM. SILL TYP. COLOR MATCH WINDOW 11 EXISTING WALL FIN. ■ : r. 1 SOFFIT PTD. GWB. P —X PTD. GWB. P —X 4" VINYL BASE V -1 EXISTING WALL FIN. PTD. GWB. P —X METAL PANEL M--•X COLORED /DIFFUSED SAFETY GLASS PANEL G —X METAL PANEL CANOPY M —X DBL. GLAZED ALUM. WINDOW U =0.35 PRECAST CONC. PANEL R -21 INSUL. TYP. IN 6" MTL. 20GA STUD AT 16" 0.C. EXISTING CONC. PAVER BY CORE /SHELL THERMAL BREAK AND MTL. DOWEL TYP. 0 s ...... og PAINT FINISH ON / EXISXTING CEILING P—X CO a GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Consultant Revisions No. Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 8072 Registration AURA M. 9 TEOFi A TWGJSTERED RDNER 96n9GTON Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 JAN - 9 2000 PERMIT GEN Et INTERIOR ELEVATIONS Scale AS NOTED I I I I I I - 4 IIIIIIII IIIIIIII IIIIIIII Drawn HM I z -6" i I I I PTD. GWB. P -X 1111111'1 IIIIIIII IIIIIIII IIIIIIII LIGHT COVE, TKP. I I I 41 -0 LINE OF SUSPEN CANOPY (FOREGROUND) IIIIIIII 11111111 1111111 IIIIIII IIIIIIII P -X I in F 1 1 1 1111! I ! 11111111 IIIIIIII I I 1111111 I IIIIIIII I I iiiiliii i'yN i V PTD. GWB. P -X INTERIOR ELEVATIONS Scale AS NOTED IIIIIIII - 4 -'I Drawn HM 1 i IIIIIIII PTD. GWB. P -X I LIGHT COVE, TKP. 41 -0 LINE OF SUSPEN CANOPY (FOREGROUND) IIIIIIII I P -X in F 1 1 1 1111! -- ! -- 1111111 I I I IIIIIIII V PTD. GWB. P -X I \ / \ ' OPEN ,' - ,11111111, , rr 9 - , 9 z PTD. GWB. CERAMIC TILE (SIDE) T -1 " ' ,= IIIIIIII` OPEN 1 4 VINYL BASE V -1 / / PTD. GWB.' P -X 1 ` IIIIIIII r r !III j i I II I 11111111 I IIIIIIII .i 1111 IIIIIII INTERIOR ELEVATIONS Scale AS NOTED A - 4 Date 12/18/07 Drawn HM 0 a 3 r UPHOLSTERED WALL COVERING AND BUILT -IN BENCH U -X INTERIOR ELEVATION SCALE 1/4" = 1' -0" 5 EQ.PANELS 4" VINYL BASE V -1 LINE OF LINE OF ti PTD. GWB. 111 P - SCALE 1/4" = 1' -0" 4" VINYL BASE MOVABLE HANGING MOVABLE HANGING V -1 PARTIRION PANELS PARTIRION PANELS D -X D -X 3 ' -6" 4' -6" INTERIOR ELEVATION INTERIOR ELEVATION SCALE 1/4" = 1' -0" N NJ UPHOLSTERED WALL COVERING AND BUILT -IN BENCH U -X 5" CONC. SLAB ON GRADE AND CONNECTION PER STRUCT. DETAIL 0 PAINT FINISH ON EXISXTING CEILING P -X CERAMIC TILE BASE T -1 LINE OF MOVABLE HANGING PARTIRION PANELS D -X 4" VINYL BASE V -1 LINE OF MOVABLE HANGING PARTIRION PANELS D -X INTERIOR ELEVATION SCALE 1/4" = 1'-0" o b D GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Consultant Revisions No. Date Description 01/07/08 LANDLORD REVIEW 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 RECZ7..'E JAN 9 2000 PERMIT CGEN I tr FIXTURE IN AT E GE ED PTD. GWB. P -X LIGHT COVE, TKP. 41 -0 LINE OF SUSPEN CANOPY (FOREGROUND) Ca f P -X in F N. -- rr r Z1 -- f rr _ r V PTD. GWB. P -X \ / \ / \ / OPEN / \ ' - , \ / \ ' OPEN ,' - „0 t L , rr 9 - , 9 z PTD. GWB. CERAMIC TILE (SIDE) T -1 " IC s� CERAMIC f TILE T -1 4 VINYL BASE V -1 fi ` \ r r 0 a 3 r UPHOLSTERED WALL COVERING AND BUILT -IN BENCH U -X INTERIOR ELEVATION SCALE 1/4" = 1' -0" 5 EQ.PANELS 4" VINYL BASE V -1 LINE OF LINE OF ti PTD. GWB. 111 P - SCALE 1/4" = 1' -0" 4" VINYL BASE MOVABLE HANGING MOVABLE HANGING V -1 PARTIRION PANELS PARTIRION PANELS D -X D -X 3 ' -6" 4' -6" INTERIOR ELEVATION INTERIOR ELEVATION SCALE 1/4" = 1' -0" N NJ UPHOLSTERED WALL COVERING AND BUILT -IN BENCH U -X 5" CONC. SLAB ON GRADE AND CONNECTION PER STRUCT. DETAIL 0 PAINT FINISH ON EXISXTING CEILING P -X CERAMIC TILE BASE T -1 LINE OF MOVABLE HANGING PARTIRION PANELS D -X 4" VINYL BASE V -1 LINE OF MOVABLE HANGING PARTIRION PANELS D -X INTERIOR ELEVATION SCALE 1/4" = 1'-0" o b D GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Consultant Revisions No. Date Description 01/07/08 LANDLORD REVIEW 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 RECZ7..'E JAN 9 2000 PERMIT CGEN I tr INTERIOR ELEVATIONS Scale AS NOTED A — 5 Date 12/18/07 Drawn AK rr� r Ln PTD GWB P —X TYP. N Qo COVED TILE AT BASE, TYP. 2 ' — SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW COVED TILE AT BASE, TYP. WOMEN'S - SOUTH SCALE 1/4" = 1' -0" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. 7I 0 PREFAB INTEGRAL VANITY TOP AND BOWL HORIZONTAL CHANGING TABLE ST. STL. FIN. TYP. OF 2 (CT) SURFACE— MOUNTED TOILET SEAT COVER DISPENSER VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM RECESSED DUAL — ROLL TOILET TISSUE DISPENSER 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T -2 TYP. to MEN'S - EAST SCALE 1/4" =1 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. SENSORED WARM AIR HAND DRYER (STD) RECESSED WASTE RECEPTACLE BARRIER FREE HT. ST. STL. FIN. (WR) WOMEN'S - EAST 7 SCALE 1/4" = 1' -0" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T--- -X TYP. SENSORED WARM AIR HAND DRYER (STD) PTD GWB, P —X TYP. RECESSED WASTE RECEPTACLE BARRIER FREE HT. ST. STL. FIN. (WR) COVED TILE AT BASE, TYP. PTD GWB, P—X TYP. SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW 0 COVED TILE AT BASE, TYP. 0 HORIZONTAL CHANGING TABLE ST. STL. FIN. TYP. OF 2 (CT) MEN'S - NORTH SCALE 1/4" = 1' -0" SURFACE—MOUNTED TOILET SEAT COVER DISPENSER VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM 0 2 . to RECESSED DUAL ROLL TOILET TISSUE DISPENSER SCALE 1/4" = 1' -0" WOMEN'S -- NORTH 0 2'-- 7 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. E EQ os- O1io 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW SEE AD —X FOR TYPE PREFAB INTEGRAL VANITY TOP AND BOWL COVED TILE AT BASE, TYP. COVED TILE AT BASE, TYP. PTD GWB P —X TYP. L. co co 0 PTD GWB, P —X TYP. VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM SURFACE — MOUNTED TOILET SEAT COVER DISPENSER 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. PTD GWB P —X TYP. 0 I COVED TILE AT BASE, TYP. to cV I \ MEN'S - WEST SCALE 1/4" = 1' -0" WOMEN'S - WEST SCALE 1/4" = 1' -0" P —LAM SING ADA PARTITION, FLR MOUNTED W /TOP BRACING PER MFTR. L —X 0 WOMEN'S NORTH SCALE 1/4" =1 3' -4" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. co COVED TILE AT BASE, TYP. N U) VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM SURFACE — MOUNTED TOILET SEAT COVER DISPENSER PTD GWB P —X TYP. 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. COVED TILE AT BASE, TYP. GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 8072 Consultant Revisions NO Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration URA M.. RDNER E: OF A' HING5"ON REGISTERED l ARCHITECT Project Name BLUE C SUSHI SOUTHCENTER MALL JAN - 9 2008 468 PERMIT CENTER SOUTHCENTER SEATTLE, WA 98188 rr� r , Ln PTD GWB P —X TYP. N Qo COVED TILE AT BASE, TYP. 2 ' — SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW COVED TILE AT BASE, TYP. WOMEN'S - SOUTH SCALE 1/4" = 1' -0" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. 7I 0 PREFAB INTEGRAL VANITY TOP AND BOWL HORIZONTAL CHANGING TABLE ST. STL. FIN. TYP. OF 2 (CT) SURFACE— MOUNTED TOILET SEAT COVER DISPENSER VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM RECESSED DUAL — ROLL TOILET TISSUE DISPENSER 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T -2 TYP. to MEN'S - EAST SCALE 1/4" =1 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. SENSORED WARM AIR HAND DRYER (STD) RECESSED WASTE RECEPTACLE BARRIER FREE HT. ST. STL. FIN. (WR) WOMEN'S - EAST 7 SCALE 1/4" = 1' -0" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T--- -X TYP. SENSORED WARM AIR HAND DRYER (STD) PTD GWB, P —X TYP. RECESSED WASTE RECEPTACLE BARRIER FREE HT. ST. STL. FIN. (WR) COVED TILE AT BASE, TYP. PTD GWB, P—X TYP. SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW 0 COVED TILE AT BASE, TYP. 0 HORIZONTAL CHANGING TABLE ST. STL. FIN. TYP. OF 2 (CT) MEN'S - NORTH SCALE 1/4" = 1' -0" SURFACE—MOUNTED TOILET SEAT COVER DISPENSER VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM 0 2 . to RECESSED DUAL ROLL TOILET TISSUE DISPENSER SCALE 1/4" = 1' -0" WOMEN'S -- NORTH 0 2'-- 7 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. E EQ os- O1io 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. SURFACE MOUNTED MIRROR /LIGHT FIXTURE ALIGN TO CENTER OF SINK BELOW SEE AD —X FOR TYPE PREFAB INTEGRAL VANITY TOP AND BOWL COVED TILE AT BASE, TYP. COVED TILE AT BASE, TYP. PTD GWB P —X TYP. L. co co 0 PTD GWB, P —X TYP. VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM SURFACE — MOUNTED TOILET SEAT COVER DISPENSER 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. PTD GWB P —X TYP. 0 I COVED TILE AT BASE, TYP. to cV I \ MEN'S - WEST SCALE 1/4" = 1' -0" WOMEN'S - WEST SCALE 1/4" = 1' -0" P —LAM SING ADA PARTITION, FLR MOUNTED W /TOP BRACING PER MFTR. L —X 0 WOMEN'S NORTH SCALE 1/4" =1 3' -4" 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. co COVED TILE AT BASE, TYP. N U) VERTICAL GRAB BAR TYP. @ MEN'S AND WOMEN'S ADA BATHROOM SURFACE — MOUNTED TOILET SEAT COVER DISPENSER PTD GWB P —X TYP. 3 "X6" CERAMIC TILE STACK BOND PROVIDE BULLNOSE AT TOP, T —X TYP. COVED TILE AT BASE, TYP. GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 8072 Consultant Revisions NO Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration URA M.. RDNER E: OF A' HING5"ON REGISTERED l ARCHITECT Project Name BLUE C SUSHI SOUTHCENTER MALL JAN - 9 2008 468 PERMIT CENTER SOUTHCENTER SEATTLE, WA 98188 SCHEDULES Scale NTS A - 6 Date 12/20/07 Drawn AK 2 3 4 5 DOOR SCH SIZE 6' —O" X 8' —O" (DBL DOORS) 3' -0" X 7 '_ O " 3' -0" X 7' —O" 3' -0" X 7' -0" 3' -0" X 7' -0" 3' -0" X 7'-- 3 7 LE DOOR SCHEDULE N.T.S TYPE_ DESIGN FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH METAL SAFETY GLASS PTD WD PTD STL PTD STL PTD STL PTD STL DOOR FRAME DESIGN FINISH X /AD —X X /AD —X X /AD —X X /AD —X X /AD —X X /AD —X N/A P —A P —A P —A P —A P —A NOTE 1: 1 -1/2 PAIR HINGES; STAINLEY #FRB 168 4.5''X4.5", US 15 FINISH 1 SET —DOOR PULLS, SCHLAGE #L9010L #02 LEVER BOTH SIDES PASSAGE LATCH, NON KEYED, S32D FINISH 1 FLOOR MOUNT DOOR STOP; IVES #436 26D FINISH SILENCERS, 2 —KICK PLATES, IVES #8400532D 6X32 B4E 1— CLOSER, CORBIN #DC2210, 689 FINISH 1- -MENS AND 1 —WOMEN SIGN SIZE N/A NOTE 2 NOTE 2 NOTE 1 NOTE 1 2 REMARKS CLOSER CLOSER CLOSER CLOSER CLOSER CLOSER PANIC HARDWARE 1HR RATED DOOR NOTE 2: 1-1/2 PAIR HINGES; STAINLEY #FRB 168 4.5"X4.5", US 15 FINISH 1 SET —DOOR PULLS, SCHLAGE #L904L #02 LEVER, BOTH SIDES, 532D FINISH 1 FLOOR MOUNTED DOOR STOP; IVES #436 26D FINISH 1 —KICK PLATES, IVES #8400S32D 6X32 5'4E SILENCERS NOTE 3: 1 SINGLE ELIASON #SCP -3 3 -4" EXT. GRADE SOLID WD CORE, 1" O.A. THICK SURFACE 18 GA. FULL LENGTH ST. ST. PANEL BOTH SIDES, WINDOW 15"X20" CLEAR ACRYLIC HINGE BY MANUFACTURE SPEC, 1 —FLOOR MOUNT DOOR STOP: IVES #436 26D FINISH # 0 1 2 3 ROOv ROOM NAME ENTRANCE MAIN DINING WAITING PREP. AREA COAT CLOSET RECEPTION 6 PRIVATE DINING 6A PRIVATE DINING 6B PRIVATE DINING 7 KITCHEN 8 WOMEN'S BATHRM. 9 MEN'S BATHRM. 10 SERVICE SL 1 11 HALLWAY 12 13 SERVICE ST.2 BAR 14 BAR LOUNGE FI \ISH SCHEDULE FLOOR TERRAZO TILE TERRAZO TILE TERRAZO TILE RESILIANT FLOORING (P. E. M. SYSTEM) VCT TERRAZO TILE TERRAZO TILE TERRAZO TILE TERRAZO TILE RESILIANT FLOORING (P. E. M. SYSTEM) CERAMIC TILE CERAMIC TILE VCT VCT TERRAZO TILE RESILIANT FLOORING (P. E. M. SYSTEM) TERRAZO TILE ROOM FINISH SCHEDULE N.T.S BASE RUBBER BASE RUBBER BASE RUBBER BASE RESILIANT FLOORING (P. E. M. SYSTEM) RUBBER BASE RUBBER BASE RUBBER BASE RUBBER BASE RUBBER BASE TERRAZO TILE CERAMIC TILE CERAMIC TILE RUBBER BASE RUBBER BASE WALL RUBBER BASE N/A RESILIANT FLOORING N/A (P. E. M. SYSTEM) RUBBER BASE N/A WAINSCOAT N/A CERAMIC TILE N/A N/A N/A CERAMIC TILE N/A N/A N/A N/A CERAMIC TILE CERAMIC TILE N/A N/A WALL PTD. GWB PTD. GWB PTD.GWB N/A PTD.GWB PTD.GWB PTD.GWB PTD.GWB PTD. GWB FRP PANEL PTD. GWB PTD. GWB PTD.GWB PTD.GWB PTD. GWB PTD. GWB PTD.GWB CEILING PTD.GWB PAINT FIN. ON EXISTING FIN. PTD.GWB PTD.GWB PAINT FIN. ON EXISTING FIN. PTD.GWB WASHABLE ACT PAINT FIN. ON EXISTING FIN. PTD.GWB PTD.GWB WASHABLE ACT WASHABLE ACT WASHABLE ACT PTD.GWB PTD.GWB WASHABLE ACT WASHABLE ACT PTD.GWB PTD.GWB PAINT FIN. ON EXISTING FIN. PTD.GWB REMARKS i GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Consultant Revisions No. Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 JAN -9 2008 PERMIT CEN1 EIS DETAILS Scale NTS A _ 7 Date 12/20/07 Drawn AK COMPRESSION STRUT 3/4"0 X 22 GA PIRE 3 #8" X2— GA STUD GASTUD VERTICAL COMPRESSION STRUT @ 12' —O" O.C. MAX. EA WAY PER SCHED. S.S. BAR TRIM FLOOR FINISH SEE SCHEDULE PARALLEL TO CROSS TEE, 12 GA 45° MAX, TYP. TYP. CEILING BRACE DETAIL N.T.S NA N.T.S .. . ASCE STANDARD 9.6.2.6 For Suspended Ceilings 9.6.2.6.2.2 Seismic Design Categories D, E, and F. Suspended ceilings in Seismic Design Categories, E, and F shall be designed and installed in accordance with the CISCA recommendations for seismic Zones 3-4 (Ref. 9.6 -17) and the additional requirements listed in this subsection. a. A heavy duty T -bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be not less thana.0 -in. (50 mm). In each orthogonal horizontal direction, one end o the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3 /4 -in. (19 mm) clearance from the wall and shall rest upon and be free to slide on a closure angle. c. For ceiling areas exceeding 1000 ftz (92.9 m), horizontal restraint of the ceiling to the structural system shall be provided. The tributary areas of the horizontal restraints shall be approximately equal. MAX. HEIGHT 4 ,_ 0 „ 7 ,_ 0 „ 10 -0" - •• =• = * +a`��v����`01 1 �� � T ► RESILIANT SHEE ON SKIM COAT WATER PROOFIN( MEMBRANE FIN. SECTION DETAIL (TRANSITION) N.T.S .,._. , y r - E (12 @4' -0" O.C. MAX PARELLEL TO MAIN RUNNER; 12 GA, WIRE, TYP. 45* MAX, TYP NOTE: START STRUT AND BRACE ASSEMBLY WITHIN 4' —O" OF EXTERIOR WALL, INSTALL @ 12' -0" D.C. EXTEND COMPRESSION STRUT TO ROOF /FLOOR SUPPORT STRUCTURE ABOVE, INSTALL PER STD. ) PLAN DETAIL N.T.S COVED BASE FLOOR FIN. SEE SCHEDULE S FIN. DINING AREA METAL STUD WALL, NON — BEARING, W/ 5/8" TYPE "X" GWB EA. SIDE, (3 -5/8" STUDS, U. N.0.) 4 METAL STUD RACE AS NEEDED SUSP'D CEILING WHERE OCCURS FLOOR FINISH P —LAM ON MDF COL —X MTL STUD @16" O.C. 5/8" PAINTED GWB 4 TYP. KITCHEN WALL ASSEMBLY N.T.S A 4 SECTION DETAIL (CONC. CURB) N.T.S CONT. S.S. CAP CONCRETE CURB WATERPROOF MEMBRANE UNDER FLOORING TYP. RESILIANT FLOOR SHEET FLOORING SERVICE AREA H. M. FRAME FRAME ANCHORS 3 PER JAMB 4 PLAN DETAIL N.T.S 4 NOTE: FRP AND CONC. UNDERLAYMENT BOTH SIDES OF WALL WHERE APPLICABLE. FRP PANELING AT WALL FOOD HANDLING AREAS AND KITCHEN CORRIDOR 5/8" CONCRETE UNDERLAYMENT BOARD 12" TALL; TYP. @ KITCHEN AND BATHROOM FLOORING COVE BASE, 4" RISE FLOOR FINISH (2) 2OGA STUDS (3' -6" WIDE OR LESS) (2) 16GA STUDS (3' -8" WIDE OR MORE) 36 5/8" U.N.O. @ 16" O.C. 5/8" WONDER BD. DR EQ fl'P. @ ALL WET WALL BASES 12" TALL F.R.P. @KITCHEN MTL. TRIM RESILIANT FLOOR SHEET FLOORING MIN. 3/4" RAD. FILLET CORNER SUPPORT WATER PROOFING SECTION DETAIL (PEM BASE) N.T.S FIN. STRUCT. SLAB PAINTABLE FIRESTOP SEALANT (BOTH SIDES, 1/2'9 6" SLOTTED TRACK (SLIP—TRACK OR EQ.) LINE OF CEILING FIN. WHERE OCCURS WALL ASSEMBLY: 6" STL. STUD @16" O.C. AND 5/8" TYPE X GWB BOTH SIDES, ALSO SEE NOTES BELOW 6" CONT. UNPUNCHED STEEL TRACK, RAMSET AS REQ'D LINE OF FLOOR FIN. TOP OF CONCRETE SLAB PAINTABLE FIRESTOP SEALANT ADDITIONAL NOTE ULV 0:4 675^ GYP. BD. 5/8" 4' WIDE ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1" LONG, TYPE S STEEL SCREWS SPACED 8" 0. C. ALONG EDGES OF BD. AND 12" O.C. IN THE FIELD OF THE BD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF ASSEMBLY TYP. 1 HR. WALL ASSEMBLY N.T_S CERAMIC TILE 3/4" RADIUS AT OUTSIDE CORNER, TYP. 5/8" 5/8" TYPE --X zy— GWB VINYL BASE SEE A -5 FOR FLOOR FIN. MATERIAL FIN. Q, SECTION DETAIL (VINYL BASE) N.T.S 0016 N.T.S TYP. WALL ASSEMBLY SECTION DETAIL N.T.S UNDERSIDE OF STRUCTURE ABOVE 20 GA TRACK DEFLECTION, RAMSET TO FLOORDECK ABOVE LINE OF CEILING FIN. WHERE OCCURS METAL STUD WLL, NON — BEARING: W/ 5/8" TYPE "X" GWB EA, SIDE, (1 -5/8" X3 -5/8" STUDS, U. N.0.) 20 GA TRACK, W/ .14"0 RAMSET, 1500 SERIES, 3/4" EMEDMENT @ 32" 0.C. LINE OF FLOOR FIN. TOP OF CONCRETE SLAB PROVIDE CONT. BLOCKING 3/4" TYPE X GWB CONT. FRY REGLET PLASTER /DRYWALL STRIP, 5/8" H CERAMIC TILE GROUT 1/2" CEMENT BACKING BD. 3/8" CEMENT BACKING BOARD 5' - A.F.F. UNO GROUT CERAMIC TILE GROUT AND FILL SMOOTH TO LINE OF FLOOR SEE A -5 FOR FLOOR FIN. MATERIAL FIN. SECTION DETAIL (TILE BASE) N.T.S GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 Consultant Revisions No. Date Description 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registration nEGISTERSD ITECT Project Name BLUE C SUSHI SOUTHCENTER MALL 468 JAN 9 2008 SOUTHCENTER CtNIER SEATTLE, WA 98188 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2003 INTERNATIONAL BUILDING CODE (2003 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. S. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR POR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION_ WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. EXPANSION BOLTS INTO CONCRETE SHALL BE 'KKK BOLT II" AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE "SLEEVE ANCHORS" AS MANUFACTURED BY THE HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH 1.0.5.0. REPORT NO.4627 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.CB.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 4. ANCHORAGE DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE "DX - "TYPE AS MANUFACTURED BY THE HILTI CORP. OR AN I.C.B.O. APPROVED EQUIVALENT IN ALLOWABLE STRENGTH. INSTALL IN STRICT ACCORDANCE WITH I.G.B.O. REPORTS NO. 1210, 2388 AND 4313. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND AT LEAST I" TO NEAREST STEEL EDGE. 10. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING THE "HVA ADHESIVE SYSTEM" AS MANUFACTURED BY THE HILTI CORPORATION. INSTALL IN STRICT ACCORDANCE WITH 14.5.0, REPORT NO. 536%1. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. STEEL II. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4 BOLTS. 12. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM AS& Fy =% KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRADE 5, Fy =35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy =46 K5I. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A301. 13. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED SEPTEMBER 1,11%. 14, ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIPIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. 15. GOLD - FORMED STEEL FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. GOLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL GOLD - FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.5.1. "SPECIFICATION FOR THE DESIGN OF GOLD - FORMED STEEL STRUCTURAL MEMBERS." #4 @ IS "o.c. B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A446, GRADE A Fy=3S ksi 18 AND 20 GAUGE G. WALL FRAMING: TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 8" 166a 55 SECTION HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 16" O.G. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE -PINS @ 16" O.G. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND 5HEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12" O.G. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER I.B.G. TABLE 25085. TRACK SECTIONS SHALL BE UNPUNGHED AND HAVE AT LEAST I" FLANGES. INSUL. 4 FIN. GRADE PER ARCH. 5" SLAB w/ #4 @ 12 "o.c. EACH WAY AT SLAB CL 15" 3/4 " =1' -0" — Num 0 0 o� 8" GLAZING / 12" FRONT WALL FRAMING CEMENT BOARD 6 ", IS GA. 5.5. STUDS @ 16 "o.c. - BOTTOM TRACK w/ 0.145"0 1500 SERIES NAILS @ 16 "o.c. @ IS "o.c. - ALT. HOOK (2) #4 AT TOP 4 BOTTOM CEILING FRAMING PER PLAN $ SECTION Lb�1 N u T.5,5x4x3 /8" BOX BEAM 3/5"O ROD VERT. STUDS JOISTS @ 16"o .c. EXISTING CONCRETE FLOOR 3/5"O THREADED ROD w/ HILTI HDI -P ANCHOR AT CONCRETE FLOOR - LOCATE PER CEILING PLAN, DTL 6 THIS SHEET 3/4 " =1' -0" T.5.4x4x1/4" SECTION CANOPY PLAN VIEW WELDED END PLATE T.S. 8 x 4 x 3/8" 3/4" BASE PLATE w/ (2) 5/5"0 x 3 -1/2" EMBED EXP. ANCHORS I -1/2" 1 -1/2" 1/4 NEW T.S. COLUMN 7 3/4"=1'-0" SECTION DOUBLE JOIST - 3 -I/2" ISGa 55 STUDS PER PLAN BOTTOM TRACK 3 -1/2" 18Ga 55 SECTION w/ #10 SCREW AT S" o.c. TO EACH JOIST I SUSPENDED CEILING FRAMING 3 / 4 NEW SLAB END JOIST 3 -I/2" ISGa 55 SECTION w/ (2) #10 SCREW TO EACH JOIST - BEND JOIST WEB TO RECEIVE SCREWS U w U u LI ti SECTION EXISTING COLUMN $ FTC. T.S. 6 x 4 x 3/16" - 6'o.c. MAX. 1/4" CAP PLATE (2) 5/5"0 W.T.S. \ FULL HEIGHT STUDS TO BE 6 GA. 5.5. STUDS @ 16 "o.c. - 1/2" GWB EACH SIDE (MIN.) 2 6 ", ISGA. 5.5. AT I/3 POINTS D Posc-o162 PARTITION WALL to SLAB 3/4 " =1' -0" EXISTING FLOOR ABOVE 3/4"=1'-0" 5/4 " =1' -0" • • • EXISTING STEEL BM. 6 ", ISGA. 5.5. SECTION @ 16 "o.c. 3/5"4) THREADED ROD @ 32 "o.c. w/ HILTI HDI -P ANCHOR AT CONC. (2) 5.5. SECTION BOX BEAM 6 ", ISGA. 5.5. SECTION @ 16 "o.c. T.S.Sx4x3 /8" CANOPY SECTION p NEW SLAB to EXISTING 0 3/4"=1'-0" • 0 0 0 0 BOTTOM TRACK w/ 0.145"0 1500 SERIES NAILS @ 16 "o.c. SLAB at GLASS EMBED CONCRETE FLOOR ABOVE 1/4 I/ DEFLECTION TRACK w/ 0.145 "0 1500 SERIES NAILS TO CONCRETE @ 12 "o.c., OR EACH DECK FLUTE NEW CONCRETE SLAB - 5" THICK w/ #4 @ 12 "o.c. EACH WAY @ SLAB Ct, 3 SIDES (2) 3/8" BOLTS 4 ", ISGA. SECTION @ 16 "o.c. (4) #I0 SCREWS 6 ", ISGA. SECTION @ 16 "o.c. F T.S. 6 x 4 x 5/16" 6 ", ISGA. 5.5. SECTIONS AT I/3 POINTS EXISTING SLAB x 12" DOWEL @ I S "o.c. wl 4" EPDXY EMBED TO EXISTING SLAB GLA55 BAR / HANDRAIL EMBED SYSTEM BY OTHERS PP.O }3:.C:I NL)MBE PRO} f:.C: l E k'-,N4AGER: E3RAwN Y. PE.Ot DATE. DATE sliderule 1932 first avenue, suite 809 seattie, washing 98101 -2498 t - 206 + 728 + 4844 f(=) - 206 + 728 + 7643 w = sliderule.biz f' W E JAN —9 zoos PERivMIT CENT Notes and Details engineering works, Ile 2007.2009 KS TA 01.08.08 SI.' 2/51.1 DOUBLE JOISTS @ "OZ,. w - SPACE TO AVOID HVAG SUSPENDED CEILING PLAN SCALE: 1/4 " =1' -0" 1 NOTES: ALL JOISTS TO BE 3 -I/2" IS GA. 5.5. SECTIONS RODS TO BE 3/8 "0 THREADED RODS w/ HILT! HDI -P SPACE RODS EVENLY ALONG JOISTS, KEEP 1 FROM ENDS VERTICAL STUDS T.S.Sx4x3 /8" (2) 5.5.5EGTION BOX BEAM T.S. 4 x 4 x I/4° (TYP.) (E) COLUMN TS. 6x4x5/16 "at END • • • • • • • • • • • • 5/8 ROD • • • • • • • • ■ • • • • • • • • • • • • • • • • • • • • DOUBLE JOISTS @ 3 0 "o.c. wl (5) RODS - SPACE TO AVOID LIGHTS C 1 t;n PERIMETER JOIST, TYP. PERIMETER DOUBLE JOISTS @ 3 O"o.c. wl (4) RODS - SPACE TO AVOID HVAC OfST, - TYP. PERIMETER JOIST, TYP. 3/8 "0 ROD • • • • • • • • • • • • • • • • • • • • • 6" IS GA. 5.5. . -..\t t T.S. 6 x 4 x 3/16 (TYP) T.5. 6 x 4 x 5/16" at END Ds (0 DATE' 1 EXPIRES 5/23/09 PRO)E.CT t•at,3f`f♦."iE: PRO)E-..CT MANAG£:.R; DRAWN 1:Y. PI..O DATE. slide 1932 first avenue, suite 809 seattle, washington 98101-2498 t = 206 + 728 + 4844 /14 = 206 + 728 + 7643 %U = sliderule.biz W cc W Suspended Ceiling Plan engineering works, Lk co co co tko Q a a) VJ 2007.2009 KS TA 01.08.08 - Fm JAN-92006 PERMIT CENTER S2. I ROOFTOP GAS /ELECTRIC PACKAGE SCHEDULE DESIGNATION: RTU -1 ZONE: PERIMETER MANUFACTURER: TRANE MODEL: YSC120A3 DISCHARGE: VERTICAL TYPE: GAS COOLING a ARI (MBH): 11 8.0 HEATING INPUT /OUTPUT (MBH): 150.0/121.0 E.E.R. /S.E.E.R: 10.2/ - AUX HEAT KW - -- FAN MOTOR: BELT DRIVE AFUE, % 81.0 CFM: 4000 ES.P. (IN -H20): 0.5" INDOOR FAN(FLA): 9.40 OUTDOOR FAN(FLA): 4.0 COMPRESSOR RLA /LRA: 18.6/128.0 MCA /MOCP(AMP): 52.6/60.0 VOLTAGE /PHASE 208V/30 MIN. OUTSIDE AIR (CFM): 2280 WEIGHT (LBS): 132D REMARKS; (1) (2) (1) INSULATED ROOF CURB /CRANK CASE HEATER /TIME GUARD CIRCUIT AND 2 THROW AWAY FILTER. STAINLESS STEEL HEAT EXCHANGER. (2) WITH ECONOMIZER / BAROMETRIC EXHAUST / CRANK CASE HEATER / COMPR. SHORT -CYCLE PROTECTION, ROOF CURB, RACK AND 2" FILTERS LOW AMBIENT KIT, UNIT SAFETY FEATURES / BELT DRIVE OPTION / MANUAL RESET HI PRESSURE SWITCH. SPLIT SYSTEM HEAT PUMP SCHEDULE DESIGNATION: IHP -1 OHP -1 ZONE: KITCHEN KITCHEN MANUFACTURER: TRANE CARRIER MODEL: 4TEH3F36B1000A 4TWX4036B1 UNIT: INDOOR OUTDOOR COOLING OAR! (MOH): - - -- 21.2 HEATING 017'/47 ARI(MBH): - - -- 23.1/32.0 SEER: - - -- 14.0 HSPF: - - -- - - -- CFM: 1200 - - -- E.S.P. (IN -H20): .5" - - -- (1)AUXILLARY HEAT (KW): 3.6 -- -- INDOOR FAN(FLA) /(HP): 4.1 AMP /0.5 HP - - -- OUTDOOR FAN(FLA): - - -- 1.3 COMPRESSOR RLA /LRA: - - -- 15.4/83 MCA /MOCP (AMP) 27/30 21/35 VOLTAGE: 208 208 PHASE: 1 1 WEIGHT (LOS): 125 252 REMARKS: (1) (2) WEIGHT (LBS): 220 50 (1) "KW" RATED AS LISTED BY THE MANUFACTURER. (2) INSTALL UNIT AS SHOWN AND AS RECOMMENDED BY THE MANUFACTURER AND IN COMPLIANCE WITH LOCAL CODES. HANG UNIT WITH NEOPRENE VIBRATION ISOLATORS. (3) COMPRESSOR SHORT CYCLE PROTECTOR, HIGH /LOW PRESS. SWITCH, DEFROST CONTROL, FILTER DRIER AND LIQUID SOLENOID VALVE (LOW AMBIENT KIT WHERE RECOMMENDED BY MANUFACTURER). CONSULT MANUFACTURER FOR ACCESSORIES REQUIRED DUE TO LOCATION OF INDOOR /OUTDOOR UNITS. UNIT DO NOT HAVE ECONOMIZER. (KITCHEN EQUIPMENT COOLING) (4) EACH INDOOR /OUTDOOR UNIT SHALL HAVE THE STATE ENERGY CODE APPROVED CERTIFICATIONS IN ORDER TO MEET THE REQUIRED ENERGY RATINGS, TESTS & CERTIFICATIONS AS COMBINED UNITS. KITCHEN GREASE HOOD EXHAUST /SUPPLY FAN SCHEDULE DESIGNATION: KEF -1 KEF-2 MAU -1 ZONE: GREASE HOODS DISHWASHER HOODS GREASE HOOD MANUFACTURER: CAPTIVEAIRE CAPTIVEAIRE CAPTIVEAIRE MODEL: . B118CARM DU33HFA A2- D.500 -G15 DISCHARGE: CENTRIFUGAL CENTRIFUGAL HORIZONTAL CFM: 3025 600 2725 TYPE: - -- - -- ROOFTOP GAS TYPE: ---- -- - -- NAT. INPUT (MBH): - -- - -- 18 TO 550 (275 MAX) OUTPUT (MBH): - -- - -- - - -- AFUE: - -- - -- 80% E.S.P. (IN -H20): 1.5 0.5" 0.55" FAN H.P.: 2.D 0.33 1.5 VOLTAGE: 208 115 208 PHASE: 3 1 3 WEIGHT (LBS): 220 50 990 REMARKS: (1)(2)(3) (1) (2)(4)(5)(6) (1) REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION. (2) PROVIDE ADDITIONAL MOTOR STARTERS & RELAYS FOR INTERLOCK TO MAU -1. FOLLOW MANUFACTURERS INSTRUCTIONS FOR START -UP AND INSTALLATION. (3) U.L. 762 LISTED EXHAUST FAN FOR GREASE KITCHEN HOOD PER NFPA #96 WITH CLEANOUT ACCESS DOOR, DRAIN FITTING CONNECTION, BELT GUARD, INDIVIDUAL SPRING MOUNTS W/1" DEFLECTTION AND ALL ACCESSORIES AS REQUIRED BY THE LOCAL JURISDICTIONS. (4) ELECTRONIC GAS MODULATING VALVE, STAINLESS STEEL HEAT EXCHANGER, AIR FLOW PROVING SWITCH, OSA MOTORIZED DAMPER, 2 "FILTER AND FILTER RACK. (5) POWER VENTED WITH TERMINATION KIT. INSTALL PER ITS LISTING. (6) WITH EVAPORATIVE COOLER FROM CAPTIVEAIRE 'D.500 -G15'. BUILDING PRESSURIZATION AIR SCHEDULE SYMBOL A/C UNIT A/C UNIT RETURN AIR EXHAUST MAKE -UP AIR BLDG PRESSURE REMARKS DESIGNATION TOTAL CFM MIN. O.S.A. CFM CFM CFM CFM CFM KITCHEN EQUIPMENT IHP -1 1200 0 1100 0 -- - -- DINING AREA RTU -1 4000 2280 3800 0 ROUND SPIN -IN WITH V.D. 2280 120 120 CD CEILING DIFFUSER 1 N 1.5 SONES RG RETURN GRILLE WI EG EXHAUST GRILLE BY LIGHT SWITCH BY WALL SWITCH TWR /TWG TOP WALL REGISTER /GRILLE El :A.- KEF -1 PLAN NOTE - FD FD 3025 -0/ SFD -3025 KITCHEN HOOD EXHAUST KEF -2 SFD COMB. SMOKE /FIRE DAMPER (HORZ) ®� 250 CFM A - 2S - 6X6 600 AIR FLOW = 250 CFM MODEL DESIG. = A DISCHARGE TYPE = 2S NECK SIZE = 6X6 -600 DISHWASHER EXHAUST EF -1 SD SDI 150 DUCT SMOKE DETECTOR -150 RESTROOMS EF -2 150 -150 RESTROOMS MAU -1 2725 2725 AIR TO KITCHEN HOODS TOTAL: 5200 +2280 4900 - 3925 +2725 +1080 TOTAL: OSA =5005 CFM MINUS -3925 CFM EXHAUST =10$0 CFM POS. PRESSURE NOTE: BUILDING TO BE t10% POSITIVE PRESSURE. NOTE: KITCHEN /HOOD AREA AT f5% NEGATIVE PRESSURE COMPARING TO REST OF BUILDING WHICH ARE PRESSURIZED. LEGEND SYMBOL ABBREVIATION DESCRIPTION - G - G NATURAL GAS O T'STAT THERMOSTAT KITCHEN T I- -- - -- -- DUCTWORK WITH TURNING VANE -- FLEXIBLE CONN. J VD VOLUME DAMPER ■I.- . -- FLEXIBLE DUCT 0.25" -- RIGID DUCT PINIPEPPIIIMME ill -- ROUND SPIN -IN WITH V.D. VOLTAGE: 120 120 CD CEILING DIFFUSER 1 N 1.5 SONES RG RETURN GRILLE WI EG EXHAUST GRILLE BY LIGHT SWITCH BY WALL SWITCH TWR /TWG TOP WALL REGISTER /GRILLE El :A.- -- PLAN NOTE - FD FD FIRE DAMPER -0/ SFD SFD COMB. SMOKE /FIRE DAMPER (VERT) • SFD COMB. SMOKE /FIRE DAMPER (HORZ) ®� 250 CFM A - 2S - 6X6 AIR FLOW = 250 CFM MODEL DESIG. = A DISCHARGE TYPE = 2S NECK SIZE = 6X6 / /// BDD BACK DRAFT DAMPER SD SDI -- DUCT SMOKE DETECTOR MINIMUM OUTSIDE AIR SCHEDULE PER WA. STATE VENT CODE (ASHRAE 62 - 1999) EQUIP DESIG. ZONE AREA SQ FT NO. OF PEOPLE MIN. O.S.A CFM / PER. MIN. O.S.A. CFM REQ'D DESIGNED IHP -1 KITCHEN 903 -- - -- -- -- RTU - 1 DINING 3592 113 20 CFM /PERSON 2260 2280 0.25" 0.25" RPM: HP €FLAT: { 1,31 €1.3i EXHAUST FAN SCHEDULE DESIGNATION: EF - 1 EF - 2 ZONE: RESTROOM RESTROOM MANUFACTURER: BROAN GROAN MODEL: L150 L150 TYPE: CEILING CEILING _DRIVE: DIRECT DIRECT CFM: 130 130 E.S.P. (IN -H20): 0.25" 0.25" RPM: HP €FLAT: { 1,31 €1.3i VOLTAGE: 120 120 PHASE: 1 1 NOISE: 1.5 SONES 1.5 SONES REMARKS: (1) (1) (1) CONTROLLED (2) CONTROLLED BY LIGHT SWITCH BY WALL SWITCH HVAC GENERAL NOTES 1) COMPLETE INSTALLATI ❑N OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGT ❑N BUILDING MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATI ❑NS AS ADOPTED BY LOCAL JURISDICTI ❑NS. 2) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REF. CLG. AND LIGHTING PLANS. 3) HVAC CONTRACTOR SHALL COORDINATE OUTSIDE AIR INTAKE LOCATIONS WITH PLUMBING VENT LOCATIONS TO MAINTAIN A MINIMUM OF 12 FT. FROM THE OUTSIDE AIR INTAKES. 4) MAKE PROVISIONS FOR REMOVAL OF FILTER AND CONDENSATE FOR ALL FAN COIL UNITS. 5) GAS PIPING SHALL HAVE A DIRT LEG, UNION AND SHUT -OFF FOR MAKE -UP AIR UNIT FOR FUTURE MAINTENANCE. ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. AIR DISTRIBUTION OUTLETS IN CONCEALED CEILINGS SHALL HAVE A REMOTE CABLE VOLUME CONTROL DEVICES. (YOUNG REGULATOR "BOWDEN" OR "ROTOTWIST" OR EQUAL.) 7) ALL 90 DEG. TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. ALL 90 DEG. TAPS TO TRUNK DUCTS SHALL HAVE EXTRACTORS. 8) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF DUCTWORK WITHIN THE EXISTING STRUCTURE AT SITE. 6) 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE THE EXACT LOCATION OF DUCTWORK WITHIN THE STRUCTURE WITH STRUCTURAL AND GENERAL CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR EQUIPMENT. 10) ALL DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL BE FIRE AND /OR SMOKE PAMPERED. 1 1) ALL GAS EQUIPMENT SHALL BE INSTALLED PER THEIR LISTINGS, LOCAL CODES AND NFPA -54. 12) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCL. PIPING AND DUCTWORK). 13) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 14) SMOKE DUCT DETECTORS SHALL SHUT -OFF ROOFTOP UNIT FAN UPON SMOKE DETECTION. COORDINATE SMOKE DUCT DETECTORS WITH FIRE ALARM AND ELECTRICAL. 15) COORDINATE ELECTRICAL LOADS WITH ELECTRICAL CONTRACTOR AND EXISTING AVAILABLE POWER PRIOR TO ORDERING ROOFTOP UNITS. 16) COORDINATE GAS LOAD DEMAND FOR MAKE -UP AIR UNIT WITH THE PLUMBING CONTRACTOR. VERIFY GAS AVAILIBILITY, PRESSURE AND ROUTING LOCATION WITH OWNER. EACH UNIT SHALL HAVE A DIRT LEG, UNION AND GAS COCK. GAS PIPE SIZES SHALL BE PER UPC CHAPTER 12. INSTALLATION OF CAS PIPING SHALL BE PER NFPA 54. 17) ALL EQUIPMENT, MOTORS, FANS, GAS BURNERS, IGNITION DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED FOR THE SITE ELEVATION ABOVE SEA LEVEL FOR THIS PROJECT SITE. 18) ALL EQUIPMENT SHALL BE APPROVED FOR INSTALLATION IN THIS STATE AND SHALL HAVE ALL CERTIFICATIONS AND RATINGS REQUIRED TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS MANUFACTURE SUPPLIERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. 19) VERIFY WITH MANUFACTURER PRIOR TO BIDDING AND INCLUDE ALL COSTS REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AS REQUIRED TO INSTALL AND BE ABLE TO MAINTAIN ALL ROOFTOP UNITS. 20) MOTOR STARTERS, CONTROL DEVICES, ACTUATORS, INTERLOCKS, COMBINATION FIRE SMOKE DAMPERS, DUCT SMOKE DETECTORS SHALL BE PROVIDED /INSTALLED BY MECHANICAL WIRED BY ELECTRICAL. COORDINATE WITH ELECTRICAL AND FIRE ALARM CONTRACTOR. MECHANICAL CONTROLS PROVIDED /INSTALLED BY MECHANICAL CONTRACTOR. 21) DUCT DIMENSIONS IN DRAWINGS ARE NOT ADJUSTED FOR OVERALL INCREASE IN DUCT SIZE DIMENSIONS FOR ADDING SOUNDLINING IN -LIEU OF INSULATION. ADJUST DUCT SIZES AS REQUIRED_ 22) THE CONTRACTOR SHALL PERFORM A COMPLETE AIR BALANCE OF THE NEW HVAC SYSTEM AND MAKE ADJUSTMENTS FOR AIR FLOW PER MECHANCIAL DRAWINGS. AIR BALANCING SHALL BE PERFORMED BY A COMPANY /INDIVIDUAL THAT IS NATIONALLY CERTIFIED BY THE NATIONAL ENVIRONMENT BALANCING BUREAU (NEBB). 23) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY TRANSITIONS TO FIRE DAMPERS AND EXISTING DUCTWORK, ADDITIONAL DUCT HANGERS, ANCHORS AND CAP -OFF ALL UNUSED SUPPLY OPENINGS AT MAIN SUPPLY DUCT. INCLUDE ALL REQUIRED DUCTWORK ACCESSORIES, ETC. IN THE BID IN ORDER TO MAKE THE HVAC SYSTEM FULLY OPERATIONAL AND COMPLETE FOR THE OWNERS BENEFICIAL USE. 24) THE CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF DECK PENETRATIONS. ALL WATERPROOFING AND SEALING OF ROOF DECK PENETRATIONS SHALL BE BY PACIFIC RAINIER ROOFING (AARON NELSON 206 -367- 2525). COORDINATE CONSTRUCTION SCHEDULE WITH ROOFING CONTRACTOR. 25) 26) THE CONTRACTOR SHALL INCLUDE IN THE BID MATCHING PAINT COLORS WITH LANDLORD FOR HVAC EQUIPMENT AND DUCTWORK WITH EXISTING EXTERIOR COLOR SCHEMES AND WITH ARCHITECT FOR INTERIOR COLOR SCHEMES. PAINTS SHALL BE COMPATIBLE WITH THE MATERIALS THEY ARE APPLIED TO AND ABLE TO WITHSTAND AMBIENT ENVIRONMENT CONDITIONS WHICH THEY ARE SUBJECT TO FOR A PERIOD NO LESS THAN 2 YEARS. THE CONTRACTOR SHALL PROVIDE A GREASE CAPTURE SYSTEM TO BE MOUNTED ON ROOF WITH ONE REPLACEMENT GREASE CAPTURE MEDIA. GREASE CAPTURE SYSTEM SHALL BE U.L. LISTED AND MEET NFPA 96 REQUIREMENTS. PRODUCT SHALL BE "FACILITEC" OR EQUAL. INSTRUCTION TO BIDDERS 1, VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. Pn-sebio PLAN INDEX M1 GENERAL NOTES, SPEC., SCHEDULE AND LEGEND M2 HVAC FLOOR PLAN (W /ROOF EQUIP.) K1 KITCHEN HOOD, MAKEUP AIR & EXHAUST DATA K2 DISHWASHER HOOD 7 EXHAUST DATA ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R -4. UNCONDITONED SPACES SHALL BE R -8. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE 14-6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 9) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. ,)AN -9 2008 pLR4'111 CEN i 't- A n n Abossein Engineering MECHANICAL - ELECTRICAL FIRE PROTECTION - EI■ERGY 2100 112TH AVE, NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroicekbosseia.com ifebsite: www,abosseill,co EXPIRES 8/ 10/08 Revisions: OF 3 A 01/8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 o � AIR DISTRIBUTION SCHEDULE TYPE DESCRIPTION CFM NECK SIZE KRUEGER MODEL TITUS MODEL MODEL REMARKS A ROUND CEIUNG SUPPLY DIFFUSER PER PLAN PER BELOW RM1 TMRA - -- ROUND CEILING ADJ. VERT. HORZ. DISCHARGE B T -BAR DIFFUSER PER PLAN PER BELOW 6200 PMC - -- MODULAR CORE 4 -WAYS PERFORATED FACE C SOLID CEIUNG DIFFUSER PER PLAN PER BELOW SH TDC - -- AIR DIST. 4 -WAY UNLESS SHOWN OTHERWISE D SOU) CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW 580H 35ORL - -- BOTTOM/TOP WALL GRILLE E TOP WALL REGISTER PER PLAN PER BELOW 880H 300RS - -- F T -BAR RETURN /EXHAUST GRILLE PER PLAN PER BELOW EGC5 50E3 - -- G THERMAFUSER PER PLAN PER PLAN - -- - -- TF -HC THERMAFUSER OR EQUAL H LINEAR SLOT DIFFUSER PER PLAN PER PLAN 1900 ML39 - -- 2 FT 2 SLOTS DUCT SIZE FEEDING THE AIR DISTRIBUTION NECK NECK NECK NECK NECK NECK SIZE (ROUND) CFM (MIN.) CFM (MAX) TYPE- A (TMRA) TYPE- B (PMC) TYPE- C (TDC) TYPE- C (35ORL) TYPE- D (300R5) TYPE -- E (EGC5) 4" 0 35 6X6 5X6 6X6 6X6 6X6 5" 36 60 6X6 6X6 6X6 6X6 6X6 6" 61 95 5X6 6X6 6X6 6X6 6X6 7" 96 145 6X6 6X6 8X 6 8X6 8X 6 8" 146 200 6 X 6 5 X 6 10 X 6 10 X 6 10 X 6 9" 201 280 10 X 10 9 X 9 10 X 6 10 X 6 10 X 6 10" 281 380 10 X 10 9 X 9 12 X 10 18 X 8 12 X 10 12" 381 600 12 X 12 12 X 12 18 X 10 20 X 8 18 X 10 14" 601 900 15 X 15 15 X 15 24 X 12 28 X 10 24 X 12 16" 901 1300 24 X 18 32 X 10 24 X 18 18" 1301 1750 24 X 24 36 X 16 24 X 24 20" 1751 2045 24 X 24 24 X 24 20" 2046 2310 30 X 24 30 X 24 22" 2311 3000 30 X 30 30 X 30 NOTES: 1) CEIUNG DIFFUSERS, REGISTERS AND GRILLES SHALL BE KRUEGER OR EQUAL. 2) CD= CEIUNG DIFFUSER, RG= RETURN GRILLE, TG= TRANSFER GRILLE, LVR= LOUVER, TWR =TOP WALL REGISTER, TWG =TOP WALL GRILLE. 3) ALL SUPPLY AIR DISTRIBUTION OUTLETS WITHOUT VOLUME DAMPERS SHALL HAVE OPPOSED BLADE VOLUME CONTROL DAMPERS. - 4) ,- FASTENINO - METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED TOO. 5) MANUFACTURER MUST MATCH MATERIALS, TYPE, AND PERFORMANCE OF LISTED DEVICE. COORDINATE FINISH WITH ARCHITECT. HANG UNIT IHP -1 i -T0-•- OILING STRUCTURE W /UNISTRUT & - viB4RATION ISOLATORS. RD. W/ ,I MAP 1 h$iza,_: I.ata-Flo:_" = 1 i { I •.. `1 H1(q∎SH R HOOD I DET ISLE K & 2) 12"x28 WE ED DUCT - N TO HOOD GREASE DUCT ACCESS DOOR (TYP.) AT EVERY LOC. WHERE DUCT TURNS Alin -L'ENI WRAP 24 9 0 GRASE DUCT W /FIRE gL. WRAP. SLOPE 1/4" PER FEET BACK TOIHOOD FOR GREASE DRAINAGE (F BLANIjE1;I !SHALL 3M QRi4QUAL) I I i t I; N li I I ' (2) "r•EAL DIRECT VENT F WATER HEATER T ROOF (INSTALL PER MFG. GUIDELINES. E P3) a" X12" REAS DOD, PE— �ulr __111li_111111 1 3C'OCFM I_ A! ;ON Ad W /OBD I ".;1: -eTFC ;,. Al • 4AF DAJ T DIFF .,GL:' d) IN mi I••_.1.111. - Nil MN F2 F2 F2 F2 F2 F2 9 "0 1 TO D (TYP • T'STAT FOR RTU- 11 80� CFM & IHP—;1 (TYP 4 24X12 —Fl 75 CFM 120 CFM W/06 . _J �IHP - _ _. O'NG ! ! 020K ' ;tit.!L) 45ELBOW FIRE — CAULK/ ALL PENETRATION$ tij __________ J--____._____________ - -! k urh 22 " L J Cl. _ . - -- / \ I w MUA -1I ( . II INSTALL PRIIy1ARY & ,)SECONDARY DRAIN DRAIN PAN) W /CONDENSATE PUMP TO !APPROVED FL¢gR DRAIN BY OTHERS. k--.-----__I ! I ! I 1 1 1 : � CONN. REFRIG. !PIPING TO OU11T OOR UNIT OHP- -1 — _ _WI_FLASHIN,Q.S1NJ._. RIME_ ___ ._ ._L___.__.____.___- .___g' -9w._— 9 FLOOR PLAN - H. VAC. scye 1wr-r-Q. ALVA(FP, r FD IRru -1 ?E 4NT sI401. (2) "0 BYPASS DAMPERS 9 "0 ELBOW DN — TQ D_IFELJ 13.... —. 24X24 —D �� �( F 2 F2 ; , F2 F2 F2 F2 : - -- - 20" E XPOSED ".."..__,.._ _., f SPIRAL c --1 N O `4 , Ij n: !v S i ki Ih � /1 18 "X15" SA TRANS. TO 26 "X20" & 24 "X14" RA TRANS,_______ ' { f' TO 26 "X20" ON ROOF PRIOR TO SHAFT — rill - - I � �OHP -1� - - - - -- - -- I 11- , c) 9 r! ■W /� -L &+I ' i EPA • F fi �t i_ GI I E R i I L i I fs A TA E ' L_.w._J_— • .1._i.. ! 4_i__i__,.- _ .J_i__L.i —s �a II . UT i r-- i9 , „� ,FLI ...1 4c M V {1 T I , ;i ! = :;: i .. . I! L FO ROOF TMR�J CQ iS : i I I } i i I ' - .. _.1 I i (tCSTAEI�2f7 .•�� . -,� o:>:ru1 -uSTFsurI fT G _TENT AGG01 ~. 1N .. — _ ....__ _. . ....__. '� AWAY FjROM ANY AIR INTAK , . 9 TI _ ' I 1 4 '0 R EXHAUST / TERMIN4 TO ROOF W /CAP r1 il Li • �_._ ` (ROOFTOP GAS PKG ON ROOF COORD. EXACT. LOC. W /STRUCTURAL ENGINEER & ARCH.) GAS PIPING & CONDENSATE DRAIN BY OTHERS. OJ LfL_.i (E :C•ieIAULE A; OJ 0 NOM rj DOs- u p P.- ; — :_�_.>.. _._ _ __ - - -._ � - - I r • t . - -- :i. JAN -9 2008 PERMIT GE Abossein Engineering MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BEIITIFVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.com Website: WfiW.abossein.com Revisions: A01/8/08 PERMIT SET n n Job No.: J.I t o2 OF 3 27216 `,9s agate: 12/12/07 A) COMPLETE INSTALLATION OF THE HOOD, FAN AND DUCTWORK SYSTEM SHALL BE PER THE 2003 - I.M.C.- CHAPTER --5 AND N.F.P.A. #96 AS ADOPTED BY THE LOCAL JURISDICTIONS. B) ALL JOINTS SHALL BE CONTINUOUSLY WELDED GREASE TIGHT. C) ALL OFFSETS, ELBOWS AND TRANSITIONS SHALL BE SMOOTH - ROUND. D) HOOD AND DUCTWORK ABOVE CEILING (NON-VISIBLE) SHALL BE INSIDE A RATED ENCLOSURE (BY GENERAL CONTRACTOR) WITH AIR SPACE ALL AROUND THE DUCT AND HOOD VENTED TO THE OUTSIDE AT ROOF. CURB HEIGHT SHALL BE MIN. 18" ABOVE COMBUSTIBLE ROOF. (CONTRACTOR'S OPTION TO USE THE U.L. LISTED INSULATION IN -LIEU OF THE SHAFT AS APPROVED BY THE LOCAL JRSD., 3M-FIREMASTER OR EQUAL) E) CLEANOUTS SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION AND AS REQUIRED BY THE LOCAL JURISDICTIONS WITH ACCESS DOORS AT DUCT AND RATED ENCLOSURES. BOTTOM EDGE OF CLEANOUT SHALL NOT BE LESS THAN 2" ABOVE THE BOTTOM OF DUCT. CLEAN -OUT DOOR AND FRAME SHALL BE FABRICATED OF THE SAME GAUGE METAL AS THE DUCT. PROVIDE 1/8" THICK HIGH TEMPERATURE GASKET, APPROVED FOR USE ON KITCHEN EXHAUST DUCTS BETWEEN FRAME AND DUCT AND BETWEEN DOOR AND FRAME, ALL SEALANT MATERIALS SHALL BE APPROVED FOR HIGH TEMPERATURE INSTALLATION. F) G) H) TYPE I HOOD AND DUCTWORK GENERAL NOTES: THE COMPLETE SYSTEM SHALL BE AIR BALANCED AND THE FINAL REPORT SHALL BE SUBMITTED FOR APPROVAL. SLOPE DUCTWORK TOWARD HOOD FOR GREASE DRAINAGE. INSTALL FLASHING FROM THE BACK OF THE HOOD TO THE BACK WALL. INSTALL FLASHING AT CEILING FROM HOOD TO 2 HR RATED SHAFT STARTING ABOVE CEILING. FLASHING SHALL BE SAME GAUGE AS HOOD. I) APPLIANCES UNDER HOOD, HOOD AND GREASE DUCTWORK SHALL HAVE A COMPLETE WATER SPRAY FIRE SUPPRESSION SYSTEM BY BIDDER DESIGNED FIRE SPRINKLER CONTRACTOR. COORDINATE WITH KITCHEN AND FIRE SPRINKLER CONTRACTOR. COMPLETE INSTALLATION SHALL MEET N.F.P.A., U.L. AND LOCAL JURISDICTIONS' REQUIREMENTS. J) HOOD EXHAUST FANS SHALL BE HINGED OPEN FOR CLEANING WITH EXTRA LONG WIRING. K) ROOFTOP FAN DISCHARGE SHALL BE MINIMUM OF 40 INCHES ABOVE ROOF LEVEL. SCHEMATIC KITCHEN HOOD VENTILATION DETAIL NO SCALE M03 FLASH & COUNTER FLASH 16 Ga, WELDED CARBON STEEL EXHAUST DUCT. INSIDE 2 -HR RATED SHAFT, SEE ARCH'L. MIN. 3' - 12' MAX. FROM DUCT TO SHAFT. 2 -HR 3 -M FIRE MASTER FIRE BLANKET NOTE: SEE & COORD. WITH HOOD MANUF. DRAWINGS FOR HOOD INFORMATION AND FIRE PROTECTION AND MAKE TRANSITIONS TO HOOD COLLARS AS REQUIRED. (VERIFY) COORD. WITH ARCH'L FOR MINERAL WOOL OR GWB ABOVE HOOD - WHEN HOOD IS ABOVE CEILING. 3' AIR SPACE MIN. WITH FILLER GREASE TROUGH I I STAINLESS STEEL BACK I I SPLASH TO MATCH HOOD. 1 D X a SEE KITCHEN PLANS FOR EQUIPMENT (MIN. 18' (TYP) UTILITY SET EXHAUST FAN WITH DISCHARGE VERTICAL AND SHALL BE 40' MINIMUM TO FAN DISCHARGE FROM ROOF. PR ❑VIDE CURB HEIGHT ACCORDINGLY. FAN SHALL HAVE HINGED CURB FEATURE FOR FUTURE MAINTENANCE. VENT (4 SIDES) FOR VENTING I� ❑F THE RATED SHAFT. (SEE ARCH'L) ROOF 16 GA, CARBON STEEL GREASE DUCT WELDED LIQUID TIGHT ACCESS DOOR 7 . FOR FIRE DAMPER (WHEN REQ'D) GREASE TRAP — W /HINGED COVER FIRE DAMPER W/212' F • LINK TO BE PROVIDED AS A PART OF THE HOOD <WHEN REQ'D) MIN. 18' AWAY FROM HOOD OR WITH 6' STAINLESS STEEL FILLER U.L. CLASSIFIED BAFFLE TYPE GREASE FILTER TYPE -1 EXHAUST HOOD BY OTHERS COORD. WITH STRUC'L. FOR HOOD SUPPORTS FIRE EXTINGUISHING HEAD PER NFPA 96 REQUIREMENTS BY KITCHEN CONTRACTOR. NOTE: FIRE AUTHORITY APPROVAL IS REOUFIED FOR HOOD FIRE SUPPRESSION SYSTEMS STAINLESS STEEL FLASHING TO BOTTOM OF RATED GWB TO MATCH HOOD. - CEILING FLOOR FIRE RATED CLG. LID. EXHAUST FAN GREASE CUP 10' -0' (MIN.) OUTSIDE AIR INTAKES ROOF ROOF TOP A.C. UNIT (TYPICAL) DISCONNECT PER N.E.C. & ELEC'L BY OTHERS ROOFTOP UNIT W /FLASHING AT CURB WITH SEAL AND FASTNERS PER STRUCTURAL y� AND LOCAL JRSD. ROOF CURB BY UNIT MEG, CURB HT. MUST ABOVE LOCAL SNOW LEVEL (I.e. 18' PLUS) ROOF CURB SEALED TO ROOF DECK ROOF DECK FIRE RATED GW LINED ENCLOSURE NOTE: THIS DETAIL IS DIAGRAMMATIC ONLY. EXACT UNIT C❑NFIGURATION(S) MAY VARY. A/C SCHEMATIC DETAIL NO SCALE r 1 ,, ., /I I X ' I/ I WITH FLEXIBLE C ❑NN GAS ECONOMIZER AIR INTAKE HOOD AND RELIEF AIR OPTI ❑N SHALL BE FACTORY PROVIDED BY A.C. UNIT MANUFACTURER (OR MIN. O.S.A. HOOD PER EQUIP SCHEDULE) GAS COCK & UNION FULL SIZE PVC SCH. #40 DRAIN PIPE AND TRAP (MIN. 3' SEAL) [TRAP NOT REQUIRED WITH UNITS INTERNALLY TRAPPED] DISCHARGE PER LOCAL JRSD. ODE JOIST THROUGH THE CURB SERVICE ROOF PITCH GAS PIPING ON ROOF <NO VERTICAL DEADLEG) FIRE RATED GWB LINED ENCLOSURE RETURN AIR DUCT 1' SOUND LINED SH'T MTL SUPPLY AIR DUCT NOTE: ALL PENETRATIONS INTO DECK OR ROOF MEMBRANES SHALL BE BY THE ROOFING CONTRACTOR IN ORDER TO MAINTAIN WATERPROOFING WARRANTY. ROOF CONTRACTOR CONTACT: PACIFIC RAINIER ROOFING (AARON NELSON) PHONE 206 - 367 -2525 CONCRETE CURB. MAKE AL PENETRATIONS WATERTIGHT EXHAUST DUCT UP TO ROOF. SEE MS FOR ADDITIONAL INFORMATION `FLASHING OVER NEW f CURB - ROOF MEM : RANE WATERPROOFING • • ONTRACTOR.(TYPICAL) DISHWASHER DUCT CURB DETAIL AT GRADE N3 SCALE NOTE: CONCRETE CURB BY G.C., FLASHING, ETC BY MECHANICAL CONTRACTOR. POStilto JAN —9 2006 PERMIT GE N I E� n 0 Abossein Engineering MECHANICAL — ELECTRICAL FIRE PROTECTION — ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cservice @abossein,com Website: wwfr,abossein.co EXPIRES 8/10/08 OD C) a) 7 Revisions: A 01/8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 OF 3 3 HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD WEIGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD L ❑CATI ❑N FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY L ❑CATI ❑N 1 SS Baffle with Handles 2 16' 16' q. Incandescent Light Fix N❑ Left 0.144' 3025 31111OFP 1 Light 1 Fan Outside NO 602 LBS. 5 16' 20' 2 N/A WELL] II o II 0 2 4824 VHB -G 4' 0,00'Nom. 4' 0.00' ❑D 700 Deg. 600 10' 10' NO 155 LBS. HOOD N❑. MODEL LENGTH MAX. C❑ ❑KING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD C ❑NSTRUCTI ❑N HOOD CONFIG. TOTAL EXH, CFM RISER(S) SUP. CFM RISER(S) END TO END R ❑W WIDTH LENG, DIA, CFM S.P, WIDTH LENG. DIA. CFM S.P. 1 5424 ND - 2 - PSP - F 11' 0,00'Nom. 11' 0.00' ❑D 600 Deg. 3025 10' 29' 0.144' 3025 - 0,599' 2420 P � ���_ 8 12 00- L 430 SS Where Exposed ALONE N/A WELL] II o II 2 4824 VHB -G 4' 0,00'Nom. 4' 0.00' ❑D 700 Deg. 600 10' 10' 600 --0.075' 0 304 SS 100% ALONE N/A HOOD POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA, CFM S.P. ND J - -_ id Cut 10 01 L 1 Front 144' 16' 6' 12' 28' 166161 1210 0.144' � p,p,� MR 1 01 1110001 12' 28' 1210 0.144' HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUM(S 70 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 36.00 28.00 J GREASE DRAIN WITH REMOVABLE CUP 54' 72.00 12,01 11' 0,00 "Nam. /11' 0.00'0 144.0 PLAN VIEW - Hood #1 - 11' 0,00" LONG 5424ND- 2- -PSP DUCT T -STAT INSTALLED BY MECH. WIRED BY ELECTRICIAN. (ACTIVATES FANS ABOVE 90DEGS) I ■ �■ 16" U,L. CLASSIFIED BAFFLE-TYPE GREASE FILTERS EQUIPMENT BY OTHERS 16' UST RISER 100W VAPORPROOF / INCANDESCENT LIGHT 33' MIN 48' MAX a75 L' 24' NOM 78 TYP. SECTION VIEW - MODEL 5424 -ND -2 with PSP Accessor7.l 28,00 SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL DUCT T -STAT INSTALLED BY MECH. WIRED BY ELECTRICIAN. (ACTIVATES FANS ABOVE 90DEGS) SPECIFICATIONS: ND -PSP MODEL THE MODEL ND IS A WALL CANOPY EXHAUST HOOD. VENTILATOR SHALL BE COMPENSATING WITH THE ADDITI ❑N OF A PERFORATED SUPPLY PLENUM (PSP), SUPPLY AIR SHALL DISCHARGE THROUGH PERFORATED PANELS AT THE BOTTOM OF PLENUM. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 430 STAINLESS STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NFPA 96. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. AN ADDITIONAL SET OF HANGING ANGLES WILL BE PROVIDED FOR HOODS GREATER THAN 12' IN LENGTH. THE HOOD SHALL BE FITTED WITH U.L. CLASSIFIED ALUMINUM BAFFLE FILTERS WITH HANDLES. EACH FILTER SHALL BE EASILY REMOVABLE FOR CLEANING. THE FILTERS WILL DRAIN THE GREASE INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE 1/2 PINT CUP FOR EASY CLEANING. HOOD LIGHTS SHALL BE U.L. LISTED AND NSF LISTED FOR USE IN COMMERCIAL COOKING HOODS. EACH FIXTURE WILL ACCOMODATE A 100 WATT INCANDESCENT BULB. HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. ELECTRICAL PREWIRE PACKAGE CONTROL INPUT 120VAC H1 =LINE, N1= NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 10 I1 13 14 UGHT INPUT 120VAC H2- I-15= N2-N5=-NEUTRAL. 15 15A BKR LS-01. - ex Qom IL WH 16 17 18 DNpo 3 WIRE 3 PHASE 19 20 21 22 23 24 DRAWING NUMBER 31111UFP (Fon Switch Shawn Installed) Sr -x EIL -x R A A2 96 a 3 PHASE 202V CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804 - 001 Ell LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BERN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 200 CFM PER LINEAR FOOT OVER 600 DEGREE COOKING EQUIPMENT JOB NAME Blue C Sushl- Tukwliia JOB NUMBER 703571 DATE DRAWN HY 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled (Factory Installed where applicable). 1 Thermostat per fan switch. Laird Description ST Starter FS RS LS CP TX C GR 5 Spero Noisy Contacts C -RD NO -EL NC -PR 1_ KC CON 12/20/2007 Fan Switch Lighted MicroSwitch Annul/ roChem) Relay DPDT Light Switch (1400W max) General - P Relay DPDT Transformer Contactor Ground Air Flow Switch Duct Thermostat M5 -1. MS -2 MlcroSwltch Annul Pyrochem C -RD C -RD NO NO -BK NC -BR NC -BR SPARE RELAY CONTACTS < NO CAN BE USER TO CONTROL Z a ITEMS REQUIRING SHUT DOWN WHEN THE FIRE g COD SYSTEM DISCHARGES, SUCH R1-R5 AS SHUNT TRIP, SIGNALS, REL A Y SnsgCRela' Contacts R2 -1 TERMINAL FCR FIELD NC c WIRING TD BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY MS -2 - Ml�C2r C C2 IMIGSTEMEMMIPTY Exh -1 1I7EMICIENIIMPJ • 2 IEEKIMM®111=7 Motor NOTES DENOTES FIELD WIRING DENIITES INTERNAL WIRING VIRF CIILOR BK - BLACK YV - YELLOW BL - BLIE GY - MAY BR - BROWN PR - PUWLE GR - GRANGE OR/BL - ORANGE /BLUE RD - RED < STRIPE] WH - WHITE EL/RD - BLUE/RED (STRIPE) RD /GIN - RED /GREEN (STRIPE) DRAWING SHOWN GE- ENERCILED NUT IF WALL MOUNT PREWIRE, DR FIELD INSTALLED FIRE SYSTEM MICRUSVITCH, TIE TERMINALS SFEVING FACTORY WRING MUST DE FIELD WIRED. 12 x 18 x 6 Box DUCT THERMOSTATS ARE FIELD WIRED WI RISERS ARE SHIPPED LOOSE OR WHEN MULIPLTE MODS ARE CENTRE-LED BY ONE J HANGING ANGLE REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK 1 OEM RELEASE /' BRACKET ASSEMBLY DRAIN FULL PERIMETER GUTTER 48' EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4824 -VHB -G ANSUL FIRE SYSTEM BOX MICR ❑SWITCH WIRES ARE LOCATED IN A ROUND BOX ON THE SIDE OF THE FIRE SYSTEM. SEE NOTES BELOW NOTES,• 1) TO C ❑IL OF SHUNT TRIP BREAKER TO SHUT OFF ELECTRIC COOKING EQUIPMENT. 2) TO COIL OF MUA MOTOR STARTER TO SHUT DOWN MUA FAN. 3) TO BUILDING ALARM SYSTEM. DUCT PROTECTION NOZZLE EXHAUST RISER SPECIFICATIONS 24' NOM PLENUM PROTECTION NOZZLE 48 00 TYPICAL ANSUL R-102 SYSTEM LAYOUT SPECIFICATIONS: VH -1 MODEL ' 0,00'Nom,/4' 0,00"❑ PLAN VIEW - Hood #2 -- 4' 0.00° LONG 4824VHB -G THE MODEL VH -1 IS A SINGLE WALL TYPE HOOD WITH NO BUILT -IN MAKE -UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S /STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES, THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. THE HOOD SHALL BE FITTED WITH A 1' THICK REMOVABLE MESH FILTER AT EACH DUCT L ❑CATI ❑N. FILTERS SHALL BE EASILY REMOVABLE FOR CLEANING PURPOSES. NOMINAL HOOD DIMENSI ❑NS SHALL BE AS SHOWN ON DRAWINGS. MICR ❑SWITCH BROWN = NORMALLY CLOSED BLACK = NORMALLY OPEN RED = COMMON WITH FIRE SYSTEM COCKED C&NC= CIRCUIT C & NO = OPEN WITH FIRE SYSTEM FIRED C & NC = OPEN C & NO = CIRCUIT EACH MICROSWITCH IS RATED FOR 15 AMPS, 1/3 HP 125 OR 250 VAC, WITH 1/2 AMP @ 125 VDC AND 1/4 AMP @ 250 VDC. OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE - ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. CUL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT - OFF APPLICATIONS, THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE - BASED FORMULATI ❑N DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE, THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM, THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. Wg04)0 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPUED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY HANGING ANGLE DETAIL HOOD STYLE A N 0 P EXHAUST ONLY WITH MUA B AS CH KE L F EXHAUST ONLY WITH MUA CONDENSATE DIM FROM REAR 1.75" 1.75" 1.75" 1.75" DIM FROM (2� H) 11.25" 2.75" 15.0" 2.75" DIM FROM FRONT 5.25" 2.75" 5.25" 2.75" 10.50" HANGING ANGLE LOCATIONS EXHAUST CFM =LENGTH OF HOOD X CFM /UN.FT. (LOAD) SUPPLY CFM = EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM DUCT LENGTH +CAPTIVE -AIRE VENTILATOR DUCT SIZES VELOCITY OF 1500 -1800 FPM AND ..FPM(*) TOTAL DUCT AREA DUCT DEPTH ARE CALCULATED USING AN EXHAUST A SUPPLY VELOCITY OF 1000 FPM, CALCULATIONS UTILIZED CAPTIVE -AIRE HOODS ARE H NFPA #96 * NSF * B.O.C.A. 193 -16 * ETI. 3054804 -001 BUILT IN COMPLIANCE WITH: ■ I.C.B.O. 4416 * SRCCI PST & ESI NO. 93137 • U.L 710 & ULC710 STANDARDS Ci NFPA® BUILDING CODES CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS MATERIAL 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 - AIRE DUCT PER MECHANICAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF FlRE. 7. ALL LIGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR UGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBIUTY 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 BALANCE° WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE 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" K1een-Gani Bate Type Go ase filer LO as as a" P I11 I :., l Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel 6175 APS a /5 a2 a as 150/0.76 2e /1.01 250/ 127 300/ L52 350/t79 470/203 AIRFLOW (Cpm /m /s) «' RESEARCH PRODURTS iCRPORATlOf1 FILTER DETAIL REVISIONS DESCRIPTION A A DATE: 1 c Q CZi Wo = 0 3 LU Y JAN - 9 2008 DATE: 12/19/2007 DWG. #: 1 DRABY R, STEWART SCALE: 1 /2" = 1 Ft HOOD DETAIL PLAN K1 S HEET# 1 of 2 54.00 00 16 3.00 00 Utility Caloine t J - -_ id Cut 10 01 L 29,00 - Hood -- ITEM # 20 U.L. Listed Incandescent Light Fix 0 ® 166161 � p,p,� MR 1 01 1110001 12 00- P � ���_ 8 12 00- L ��� 8 WELL] II o II HOOD INFORMATION HOOD INFORMATION PERFORATED SUPPLY PLENUM(S 70 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 36.00 28.00 J GREASE DRAIN WITH REMOVABLE CUP 54' 72.00 12,01 11' 0,00 "Nam. /11' 0.00'0 144.0 PLAN VIEW - Hood #1 - 11' 0,00" LONG 5424ND- 2- -PSP DUCT T -STAT INSTALLED BY MECH. WIRED BY ELECTRICIAN. (ACTIVATES FANS ABOVE 90DEGS) I ■ �■ 16" U,L. CLASSIFIED BAFFLE-TYPE GREASE FILTERS EQUIPMENT BY OTHERS 16' UST RISER 100W VAPORPROOF / INCANDESCENT LIGHT 33' MIN 48' MAX a75 L' 24' NOM 78 TYP. SECTION VIEW - MODEL 5424 -ND -2 with PSP Accessor7.l 28,00 SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL DUCT T -STAT INSTALLED BY MECH. WIRED BY ELECTRICIAN. (ACTIVATES FANS ABOVE 90DEGS) SPECIFICATIONS: ND -PSP MODEL THE MODEL ND IS A WALL CANOPY EXHAUST HOOD. VENTILATOR SHALL BE COMPENSATING WITH THE ADDITI ❑N OF A PERFORATED SUPPLY PLENUM (PSP), SUPPLY AIR SHALL DISCHARGE THROUGH PERFORATED PANELS AT THE BOTTOM OF PLENUM. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 430 STAINLESS STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NFPA 96. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. AN ADDITIONAL SET OF HANGING ANGLES WILL BE PROVIDED FOR HOODS GREATER THAN 12' IN LENGTH. THE HOOD SHALL BE FITTED WITH U.L. CLASSIFIED ALUMINUM BAFFLE FILTERS WITH HANDLES. EACH FILTER SHALL BE EASILY REMOVABLE FOR CLEANING. THE FILTERS WILL DRAIN THE GREASE INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE 1/2 PINT CUP FOR EASY CLEANING. HOOD LIGHTS SHALL BE U.L. LISTED AND NSF LISTED FOR USE IN COMMERCIAL COOKING HOODS. EACH FIXTURE WILL ACCOMODATE A 100 WATT INCANDESCENT BULB. HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. ELECTRICAL PREWIRE PACKAGE CONTROL INPUT 120VAC H1 =LINE, N1= NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 10 I1 13 14 UGHT INPUT 120VAC H2- I-15= N2-N5=-NEUTRAL. 15 15A BKR LS-01. - ex Qom IL WH 16 17 18 DNpo 3 WIRE 3 PHASE 19 20 21 22 23 24 DRAWING NUMBER 31111UFP (Fon Switch Shawn Installed) Sr -x EIL -x R A A2 96 a 3 PHASE 202V CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804 - 001 Ell LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BERN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 200 CFM PER LINEAR FOOT OVER 600 DEGREE COOKING EQUIPMENT JOB NAME Blue C Sushl- Tukwliia JOB NUMBER 703571 DATE DRAWN HY 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled (Factory Installed where applicable). 1 Thermostat per fan switch. Laird Description ST Starter FS RS LS CP TX C GR 5 Spero Noisy Contacts C -RD NO -EL NC -PR 1_ KC CON 12/20/2007 Fan Switch Lighted MicroSwitch Annul/ roChem) Relay DPDT Light Switch (1400W max) General - P Relay DPDT Transformer Contactor Ground Air Flow Switch Duct Thermostat M5 -1. MS -2 MlcroSwltch Annul Pyrochem C -RD C -RD NO NO -BK NC -BR NC -BR SPARE RELAY CONTACTS < NO CAN BE USER TO CONTROL Z a ITEMS REQUIRING SHUT DOWN WHEN THE FIRE g COD SYSTEM DISCHARGES, SUCH R1-R5 AS SHUNT TRIP, SIGNALS, REL A Y SnsgCRela' Contacts R2 -1 TERMINAL FCR FIELD NC c WIRING TD BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY MS -2 - Ml�C2r C C2 IMIGSTEMEMMIPTY Exh -1 1I7EMICIENIIMPJ • 2 IEEKIMM®111=7 Motor NOTES DENOTES FIELD WIRING DENIITES INTERNAL WIRING VIRF CIILOR BK - BLACK YV - YELLOW BL - BLIE GY - MAY BR - BROWN PR - PUWLE GR - GRANGE OR/BL - ORANGE /BLUE RD - RED < STRIPE] WH - WHITE EL/RD - BLUE/RED (STRIPE) RD /GIN - RED /GREEN (STRIPE) DRAWING SHOWN GE- ENERCILED NUT IF WALL MOUNT PREWIRE, DR FIELD INSTALLED FIRE SYSTEM MICRUSVITCH, TIE TERMINALS SFEVING FACTORY WRING MUST DE FIELD WIRED. 12 x 18 x 6 Box DUCT THERMOSTATS ARE FIELD WIRED WI RISERS ARE SHIPPED LOOSE OR WHEN MULIPLTE MODS ARE CENTRE-LED BY ONE J HANGING ANGLE REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK 1 OEM RELEASE /' BRACKET ASSEMBLY DRAIN FULL PERIMETER GUTTER 48' EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4824 -VHB -G ANSUL FIRE SYSTEM BOX MICR ❑SWITCH WIRES ARE LOCATED IN A ROUND BOX ON THE SIDE OF THE FIRE SYSTEM. SEE NOTES BELOW NOTES,• 1) TO C ❑IL OF SHUNT TRIP BREAKER TO SHUT OFF ELECTRIC COOKING EQUIPMENT. 2) TO COIL OF MUA MOTOR STARTER TO SHUT DOWN MUA FAN. 3) TO BUILDING ALARM SYSTEM. DUCT PROTECTION NOZZLE EXHAUST RISER SPECIFICATIONS 24' NOM PLENUM PROTECTION NOZZLE 48 00 TYPICAL ANSUL R-102 SYSTEM LAYOUT SPECIFICATIONS: VH -1 MODEL ' 0,00'Nom,/4' 0,00"❑ PLAN VIEW - Hood #2 -- 4' 0.00° LONG 4824VHB -G THE MODEL VH -1 IS A SINGLE WALL TYPE HOOD WITH NO BUILT -IN MAKE -UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S /STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES, THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. THE HOOD SHALL BE FITTED WITH A 1' THICK REMOVABLE MESH FILTER AT EACH DUCT L ❑CATI ❑N. FILTERS SHALL BE EASILY REMOVABLE FOR CLEANING PURPOSES. NOMINAL HOOD DIMENSI ❑NS SHALL BE AS SHOWN ON DRAWINGS. MICR ❑SWITCH BROWN = NORMALLY CLOSED BLACK = NORMALLY OPEN RED = COMMON WITH FIRE SYSTEM COCKED C&NC= CIRCUIT C & NO = OPEN WITH FIRE SYSTEM FIRED C & NC = OPEN C & NO = CIRCUIT EACH MICROSWITCH IS RATED FOR 15 AMPS, 1/3 HP 125 OR 250 VAC, WITH 1/2 AMP @ 125 VDC AND 1/4 AMP @ 250 VDC. OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE - ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. CUL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT - OFF APPLICATIONS, THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE - BASED FORMULATI ❑N DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE, THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM, THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. Wg04)0 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPUED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY HANGING ANGLE DETAIL HOOD STYLE A N 0 P EXHAUST ONLY WITH MUA B AS CH KE L F EXHAUST ONLY WITH MUA CONDENSATE DIM FROM REAR 1.75" 1.75" 1.75" 1.75" DIM FROM (2� H) 11.25" 2.75" 15.0" 2.75" DIM FROM FRONT 5.25" 2.75" 5.25" 2.75" 10.50" HANGING ANGLE LOCATIONS EXHAUST CFM =LENGTH OF HOOD X CFM /UN.FT. (LOAD) SUPPLY CFM = EXHAUST CFM X PERCENTAGE REQUIRED TOTAL DUCT AREA =144 X CFM DUCT LENGTH +CAPTIVE -AIRE VENTILATOR DUCT SIZES VELOCITY OF 1500 -1800 FPM AND ..FPM(*) TOTAL DUCT AREA DUCT DEPTH ARE CALCULATED USING AN EXHAUST A SUPPLY VELOCITY OF 1000 FPM, CALCULATIONS UTILIZED CAPTIVE -AIRE HOODS ARE H NFPA #96 * NSF * B.O.C.A. 193 -16 * ETI. 3054804 -001 BUILT IN COMPLIANCE WITH: ■ I.C.B.O. 4416 * SRCCI PST & ESI NO. 93137 • U.L 710 & ULC710 STANDARDS Ci NFPA® BUILDING CODES CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS MATERIAL 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 - AIRE DUCT PER MECHANICAL CONTRACTORS'S PLANS. 5. COOKING EQUIPMENT TO SHUTOFF IN EVENT OF FIRE. 6. EXHAUST FANS TO TURN ON IN EVENT OF FlRE. 7. ALL LIGHTS FIXTURE SHOWN INSTALLED BY CAPTIVE -AIRE ARE FACTORY PREWIRED. INTERCONNECTIONS BETWEEN HOODS AND TO SWITCHES BY ELECTRICAL CONTRACTORS. 8. LAMPS FOR UGHT FIXTURES BY INSTALLING CONTRACTORS. 9. SEISMIC RESTAINTS ARE RESPONSIBILITY OF INSTALLING CONTRACTOR. 10. INSTALLING CONTRACTORS ASSUME ALL RELATED REPONSIBIUTY 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 BALANCE° WITH KITCHEN. 12. KITCHEN SHALL BE NEGATIVE WITH RESPECT TO DINING AREA. 13. RESTAURANT SHALL BE POSITIVE 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" K1een-Gani Bate Type Go ase filer LO as as a" P I11 I :., l Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel 6175 APS a /5 a2 a as 150/0.76 2e /1.01 250/ 127 300/ L52 350/t79 470/203 AIRFLOW (Cpm /m /s) «' RESEARCH PRODURTS iCRPORATlOf1 FILTER DETAIL REVISIONS DESCRIPTION A A DATE: 1 c Q CZi Wo = 0 3 LU Y JAN - 9 2008 DATE: 12/19/2007 DWG. #: 1 DRABY R, STEWART SCALE: 1 /2" = 1 Ft HOOD DETAIL PLAN K1 S HEET# 1 of 2 FAN UNIT NO. UNIT DIM NSI ❑NS CURB DISCHARGE OPENING WATER INLET DRAIN OPENING MODEL A B C 13 E F G H J K N P R S U W X Y 0.250--G10 106 - 5/8 27 -3/8 29 -3/4 26 -1/16 3 -3/4 22 -3/8 7 -13/16 34 -13/16 21 71 13 -1/4 11 -1/2 3 -7/8 5 - 9/16 4 -1/2 6 -1/4 13 16 0.500 -G10 106 - 5/8 2 .7 -3/8 73/S 29 -3/4 36 -3/4 26 -1/16 33 -1/16 3 -3/4 3 -3/4 22 -3/8 30 - 5/16 7 -13/16 7 -13/16 34 -13/16 42 -13/16 21 31 71 79 13 -1/4 18 -3/4 11 -1/2 16 3 -7/8 6 -1/8 5 -9/16 10 -13/16 4 -1/2 4-1/2 6 -1/4 6 -1/4 13 18 16 16 0,500 -G15 114 -5/8 11750 - G15 14 -5/8 37 -3/8 36 -3/4 33 3 -3/4 30 - 5/16 7 - 13/16 42- -13/16 31 79 18 - 3/4 16 6 -1/8 10 - 13/16 4 -1/2 6 -1/4 18 16 D.750 -G18 125 - 5/8 41 -3/8 43 -3/8 38 -1/16 5 -1/4 34 - 3/16 9 -1/2 47 -13/16 35 84 22 19 6 -1/2 10 - 5/16 4 -1 /2 _Z -3/4 20 19 D,1000 -G18 125 -5/8 41 -3/8 43- 3/838 - 1/16 5 -1/4 34 -3/16 9 -1/2 47 -13/16 35 84 22 19 6 -1/2 10 -5/16 4 -1/2 -3/4 20 19 D.1000 -920 153 -7/8 48 -7/16 51 -3/8 46 -1/8 5 -174 47 -1/4 13-9/16 66 -5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 - 5/8 4 -1/2 5 -3/4 23 - 1/2 17 -1/2 D.1500 -920 153 -7/8 48 -7/16 51 -3/8 46 -1 /8 5 -1/4 47 -1/4 13 -9/16 66 -5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 - 5/8 4 -1/2 5 -3/4 23 -1/2 17 -1/2 0.2000 -925 163 -7/8 o9- /16 58 -3/8 53 -1/8 5-1/4 49 -5/8 13 -3/4 76 -7/16 52 -3/4 125-3/16 31 -3/8 31- 3/810 - 11/1612 -7/8 4 -1/2 5 -3/4 28 -7/8 17 -1/2 D.2500 -925 163 -7/8 59 -3/16 58 -3/8 53 -1/8 5 -1/4 49 -5/8 13 -3/4 76- 7/16 52 -3/4 125 -3/16 31 -3/8 31- 3/810 - 11/1612 -7/8 4 -1/2 5 -3/4 28 -7/8 17 -1/2 FAN UNIT NO. FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM SP, RPM H,P, 0 VOLT FLA BLOWER H ❑USING TAG CFM S.P. RPM H,P. 0 VOLT FLA 1 BII8CARM ITEM # 22 BIIBCARM 12 GPH 3025 - 1.500' 1257 2.000 3 208 6,0 1000 3000 6 12 GPH 0,500 - G15 12" 18 550 7' WC 14' WC 2 A2- 0.500 -G15 ITEM # 23 6000 10 20 GPH D,750 -G15 18' 27.5 825 7' WC 14' WC G15 A2 -0.500 6000 2725 0,550' 816 1.500 3 208 4,7 3 DU33HFA DU33HFA 8000 600 - 0.500' 1227 0,333 1 115 4.1 14" WC 1 3500 8000 14 28 GPH D.1000 -920 24" 36.6 1100 Na FAN ITEM SIZE 1 it 1 Curb 4.000'W x 48.000'L x 20.000'- 2 # 2 Curb 31.000'W x 79.000'L x 20.000 "H Insulated MIN Rail 4,000'W x 4,000'L x 48.000'H 3 # 3 Curb 19.500'W x 19.500'L x 20.000'H MODEL BURNER LENGTH BTU RANGE (MBA) GAS PRESSURE GAS CONNECTION CFM RANGE EVAP, COOLING UNIT BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX NOZZLES MAX. FLOW RATE D.250 -G10 6' 18 2 275 7' WC 14' WC 3/4 1000 3000 6 12 GPH 0,500 - G10 12' 18 550 7' WC 14' WC 3/4 1000 3000 6 12 GPH 0,500 - G15 12" 18 550 7' WC 14' WC 1 2500 6000 10 20 GPH D,750 -G15 18' 27.5 825 7' WC 14' WC 1 2500 6000 10 20 GPH D.750 -G18 18' 27.5 825 7' WC 14' WC 1 3500 8000 14 28 GPH 0,1000 -G18 24' 36.6 1100 7' WC 14" WC 1 3500 8000 14 28 GPH D.1000 -920 24" 36.6 1100 7' WC 5 PSI 1 -1/4 6000 13000 24 48 GPH D.1500 -920 30' 45.8 1375 7' WC 5 PSI 1 -1/4 6 13000 24 48 GPH D.2000 -925 48' 73.3 2200 7' WC 5 PSI 1 -1/2 10000 21000 39 60 GPH 0.2500 -925 60' 91.6 2/50 7' WC 5 PSI 1 -1/2 10000 21000 30 60 GPH FAN NO, TAG OPTION (Qty. - Descr.) 1 1 - Exhaust Fan Grease Cup (DELHI) OPTION 1 - BI12 -18 Spring Isolators for Utility Set, Outdoor use Only 2 1 - Motorized Backdraft Damper for A2 -D Housing M.P. 1 - Freeze Protection Drain Kit for Evaporative Coolers 3 1 - SCR -11 Bird Screen 311110FP 1 - I 15 -BAD Damper NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 M.P. VOLT. FLA I 311110FP Utility Cabinet Left Had # 1 Utility Cabinet Left Hood # 1 1 Light 1 Fan W Exhaust In Fire, Fan On/OFF Thermostat Exhaust 3 2.000 208 6.0 FAN UNIT NO, BTU's TEMP. RISE GAS TYPE 2 160066 55 deg F Natural '' FAN BASE • CURB , PLATE a , iii (LEFT) � ; 4 a / / 1i , 19 FAN PLATE (LEFT) • a HINGE KIT DETAIL FAN DETAIL 0 �r. W 'A' &-.---, A « - CURB GREASE BOX (OPTIONAL) GREASE PIPE (OPTIONAL) FAN IN CLOSED POSITION • FAN BASE ATTENTI ❑N1 INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO LET FAN MAKE COMPLETE SWING, FAN IN OPEN POSITION �� CURB � GREASE BOX / �� COVER o oil / r Ire SEPARATOR GREASE BOX ATTACH GREASE BOX COVER TO THE CURB 3" BELOW TOP EDGE OF CURB. USING (3) LONG (3/4' LG,) SCREWS AS SHOWN. INSTALL GREASE PIPE AS SHOWN. GREASE PIPE GREASE BOX INSTALLATION 1. A PRE -WIRED ELECTRICAL CONTROL PACKAGE SHALL BE PROVIDED TO OPERATE THE HOOD UGHTS AND FANS, 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT,, SWITHCH(ES) AND RED- LIGHTED FAN SWITCH(ES), STAUTER %,, OVERLOAD ASSEMBLY FOR EACH FAN(OPTIONAL), NUMBERED INPUT /OUTPUT TERMINAL STRIPS, AND A TERMINAL FO,�{' '/, °' DOUBLE -DUAL FIRE SYSTEM MICROSWITCH CONNEC :.•, 3, ONE RELAY IS WIRED TO MICROSWITCH (IN FIRE S YSTEM) it FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR'• ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. '.: 4. ELECTRICAL CONDUIT DROPS FROM THE FAN(S) SHALL BE CONNECTED TO THE NUMBERED TERMINAL STRIP. CONDUIT BETWEEN THE PRE -WIRE PACKAGE AND FAN(S) SHALL Bt= SUPPLIED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL PACKAGE NOTES FAN INFORMATION FAN OPTIONS -` LIFTING LUGS UNIT INF❑RMATI ❑N DIM "D' DIM 'B' DIM DIM 'G' DIM 'N' 1T CURB OUTER DIM 'R' - WALL DIM "C' ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. ¥AMAX, EVAP WATER PRESSURE = 50 PSI a 70 DEG. F Installation Wiring BRAVING NUMBER RP703786 -2 BK 120 V 1 PR VH Storer kd wiring Fran pQ g W er d control GR pawl JOB NAME Blue C Sushi- Tukwila JOB NUMBER 703786 Go.l -Flex conduit On Ludt) 240 V I PH. BK Tesconnect Switch Factory wiring f Customer roppU.d r,i', From bukai tg FIduer or pre RD GR et-ed conirol pane' 208/460/600 ' V 3 PH. BK DK su storer d i a From buldvg Parer a - P'e GR .Wd ocertna panel See alcove details. Rotor Correction DATE 12/20/2007 frnE:L A2-a Gl5 Installed Uatlnrav Crndamoo rdr.n NFir -Hen Lake4 adiaciallan LaGri4ao BELIES WIRE cif rR BK - BLACK YV - YELLOW 8L - BLUE GR - GREEN BR - BROW 1 GY - ray OR - L11AIY,E PR - PURPLE RD - RED PK - PINK vH - WHITE , CURB ASSEMBLIES MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER WITH EVAPORATIVE COOLER AND SCREEN INTAKE DIM 'A' 01 "I DIM 'F' --�{ DIM "P' DIM 'T' DIRECT FIRED MODULE DISCHARGE OPENING FLEX CONDUIT FOR FIELD WIRING SERVICE DISCONNECT SWITCH ROOF OPENING 2' SMALLER THEN CURB DIMENSION. DIM 'X' AIRFLOW DIM 'Y' - - Te - . .. SUPPORT LEG 20 IN HIGH EQUIPMENT CURB 01 -1/2' WATER DRAIN 01/2' NPT WATER INLET, (BELOW) DIM W . STANDARD EVAPORATIVE COOLING UNIT TOT. WEIGHT 705 LBS 710 LBS 995 LBS 1000 LBS 1175 LBS 1180 LBS 1855 LBS 1870 LBS 2475 LBS 2490 LBS MEDIA SIZE & OTY 20 "x25'x2' (3) 20'x25'x2' (3) 16'x20'x2' (8) 16'x20'x2" (8) 20'x25 "x2' (8) 20'x25'x2' (8) 16 "x20'x2' (15) 16 "x20 "x2' (15) 20 "x25'x2' (12) 20 "x25 "x2' (12) VEL. a MAX. CFM 348 FPM 348 FPM 429 FPM 429 FPM 348 FPM 348 FPM 496 FPM 496 FPM 609 FPM 609 FPM DIM 'U" - DIM "J" -■••-• 4 20 IN HIGH EQUIPMENT CURB & RAIL DIM 'K' Direct Fired Heater Wiring DRAWING NUMBER DF703796 -2 JOB NAME Blue C Sushi- TL1a.7a JOB NUMBER 703786 4 7 10 11 12 13 14 15 Is 17 15 19 23 22 SLI-M A 1� _ me ex CL ST -IL 95N94 AP.+AI Si.-01 PS Ot ND a - °2 RB L 19 'L>? Etc NG rS TS -02 roc SK lDi Y Tyr 60 20 cr e�c 6Y as WH g �EL 4v w'�u K � BR l I,R -03 VA u� SPARK ) PLUG 05 Sa '" 519 8 FSC-01 FR -0t OK sv"�1 HT-02 l ot VA - 03 DATE 12/20/5007 NOBEL 2- 0.500-D1e )nstallra nn,- Mgt,rizad Bock Irtet hyper Noxltrd 14 Bldprge Tem. Central I L on ildwvq Facopat the Caorp) f�') FR - 01 Rona roll FSC-01 Fl-eye FSC PA-0L Haadtrgl A01014 -4090 147-01 Supply rotor HT-02 Duper rotor D- -01 supp<y rioter overland PS -01 Low Arnow Stitch [91 PS-02 Kph Nrf1w Switch [91 UZI 01-141 to van ST -01 Supply roto contactor [257191 SV -01 Pah d11arnect sdtdh [21 1R-41 TR-04 tamper end 1161 suitdl [41 Power tronsta-mer121v4I31 Parer trandeormert2Ova1d23 ISnitian transfix-rim- 1141 Parer troreiformer5213v0a71 TS-02 Sake tarp dr thermostat - mostat m IS-113 w TS-I5 Itoadfrd 7504 sensor [2O VA -01 not gas valve (13] VA - 02 Xoh gas valve [123 VA-83 Nadulavng god velw 0201 Ma10r Info EloW013. "P LS vm7S 3 hs 208 V FLA t 7 CONTACT LCDW6LOC7 OVERLOAD LR2K0312 MINt1L44 CIRCUIT AI4'ACITYe 7.53 tnrEc DENOTES FIELD AL WINO WI [[NOTES INTERNAL WIRING es TERMINALS S4 AND S6 19511 WI m TE 11��VIDES COMM cCNNECr1@4 VIBE COLO2 BK - BLACK YW - YELLOW EL - BLIE Cii - GREEN BR - 1d4DVN GY - GRAY OR - MAMIE FR - PIIRPLE RD - RED PK - PIN< 111• - VNITE , GAS FIRED MAKE --UP AIR UNITS SIECDFuAH REV.40 1/3/2015 CURB /RAIL COMBINATI ❑N USED IN PLACE OF SINGLE CURB ON UNITS WITH 20' AND 25' BLOWERS CELDEK EVAPORATIVE COOLING UNIT TOT. WEIGHT 710 LBS 715 LBS 990 LBS 995 LBS 1165 LBS 1170 LBS 1825 LBS 1840 LBS 2435 LBS 2450 LBS MEDIA SIZE & QTY 20'x24'x12' 20`x24 1 x12' 25'x32'x12' 25 "x12' 30'x36 "x12' 30'x36 "x12' 38'x43 "x12' 38 "x43 "x12" 45 x54'x12" 45'x54 - x12" VEL. R MAX. CFM 901 FPM 901 FPM 1080 FPM 1080 FPM 1067 FPM 1067 FPM 1145 FPM 1145 FPM 1244 FPM 1244 FPM RI SERIES RESTAURANT DUTY UTILITY SET D - HT Evaporative Cooler Wiring DRAWING NUMBER EC703786-C JOB NAME Blue C SVShI Tukwila JOB NUMBER 703786 2 3 4 5 6 7 10 11 12 13 14 15 16 17 IB 19 20 21 22 23 DATE 12/20/2037 MODEL AP -D4oa - 015 7nstallrw rntirra� .1-r„-,moire raientlflrrr;nry Waal Inarrintlna I nrntlma 11LC-51 Uq,id Leval Cont -el 05-71 S X838 Sensor (63 1 -02 Overflow Swum (73 SV-01. Thermostat 121 VA Intet-ot Solenoid Valve 141 VA 3 - Vay Solerela Va1vo L9] NOTES LOLLIES FIELD WIRING le 4311 i 51TL7a4AL WIRING V1RE COLOR BK - 1-AG( YV - YF11dV BL - EL11E GR - GREEN BR - gd1VN GY - [RAT aR - CRAN[S PR - PURPLE RO - RtI PK - PINK Vi4 - VNITE J HH �- T ----� K FAN MODEL AU R❑ C FAN MODEL HT GENERAL & RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA A W SHAFT DIA. E BI18 35 13/16 19 3/8 14 1/2 DUHFA SERIES UPBLAST EXHAUST FANS (UL705) GREASE DRAIN DUHFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA B DU33HFA 25 1/4 25 1/2 2 21 18 1/2 12 1/8 RICA- PAC TJ;o& bgo F C G NOTE' 9( GREASE DRAIN NOT REQ'D ON DU1OL /HFA F FF H K ❑ P S FEATURES - ROOF MOUNTED FANS - UL705 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTI ❑N OPTIONS: BACKDRAFT DAMPER HINGED FAN PITCHED CURB INSULATED CURB BIRD SCREEN R R❑ WEIGHT LB 16 50 AIR FLOW I ----- R❑ --1 (ROOF OPENING) FEATURES; - FULL AMCA CLASS 1 OPERATION - VENTED MOTOR COVER FOR WEATHER PROTECTION - UL762 LISTED FOR RESTAURANT DUTY - UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR - CONTINUOUSLY WELDED HOUSING - CLEANIUT DOOR WITH LATCHES PROVIDE EASY ACCESS WITHOUT TOOLS - 2' GREASE DRAIN WILL NOT CLOG OPTIONS: HEAT SLINGER SHAFT SEAL EMERGENCY DISCONNECT SWITCH VIBRATION ISOLATORS - OPTIONAL SUPPORT RAILS SHAFT APPROX T V DIA. SHIPPING (I ACl 37 7/8 22 31 16 9/16 19 3/8 21 1/8 It 1/2 14 11/16 17 3/4 1 3/16 (SINGLE PHASE) BACKDRAFT DAMPER INSTALLATION BACKDRAFT DAMPER 220 10 4 D RD HH W R❑ FF 48 PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH! EXAMPLE' 7/12 PITCH = 30' SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DU33HFA 19 1/2 12 EL 1-752 Utility Set REV.I-S 01/07taKS 3' FLANGE ROOF OPENING DIMENSI ❑NS 12 ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER 311110FP JOB NAME Blue C Sushi- TUkdila JOB NUMBER 703571 CONTROL INPUT 12OVAG 11-UNE, N1= NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 13 14 UGHT INPUT 12OVAC H2 - HS =-LINE, N2 N5 = NEUTRAL 19 15A SKIS L5 -01 L6 17 lD INPUT 3 WIRE 3 PRASE L9 90 21 22 23 24 3 PHASE 2061V ST -1 01 -1 LL it TI 12 72 72 L3 13 T3 3 PHASE 208V DUCT THERMOSTATS ARE FIELD VIRE71 VHEM R15ERS ARE SHIPPED LCOSE OR WHEN MULIFLTE HEMS ARE DATE 12/20/2007 DRAWN BY 3 Phase. W/ 1 Exhaust Fan, I Supply Fan, Exhaust in FIN, Fan On /Orr Thermostatically Controlled (Factory Installed where applicable). 1 Thermostat per fan switch. Label Devrriotion ST Start er FS Fan Snitch Lighted) 61S Micros Rch Ansul /PyraChem) R1 Relay UPDT IS Light Switch (1400W max) GP can 'Puss Relay DPDT TX Transformer C contactor GR Ground AF Air Flow Switch DS Duct Thermostat Spore R85y Ca -acts C-RD Nc- NE-PR 1 KC _1 MS' - 1 1S - 2 MieroSwitch And A Pyrochem C C - RD NO -BK NO-BK NC -OR NC -BR SPARE RELAY CONTACTS EI NO SL CAM BE 1553 TO CEMTR ZC1111_9_ [TENS RERIIRING SHUT EMIR %HEN THE PTRE grn�s SYSTEM DISCHARGES, SUCH RI-KS AS 541X1 TRIP. SIGNALS, RELAY pn ETC Contacts -i TERKINAL FOR FIELD ANO C WIRING TO BUILDING FIRE PAWL, DRY e $0 CONTACTS FOR SIGNAL NC R2-2 ONLY 12 x 18x6Eax DN TROLLER BY [PE 'Type Edt 5w 3 3 209 2 209 1.5 4.7 P Ruhr Ent -1 Sap -2 P11 585 HP FLA BREAKER 1 Am 1' -- DENOTES FIELD WIRING DENOTES INTERNAL VO184G V1RE all nit 5(- BLACK TV - YELLOW - BLUE GY - GRAY FR - BRAWN PR - PURPLE ai - ORANGE OR/EL - aRAt4EEJELLE BD - RE0 (STRtPO VH - WHITE HL/RD - BLUE/RED (STRIPE) RD/T34 - RELVEREF -N (STRIPE] lI1AW WG 5HNYN 1.3E- EntR01LUJ NOTE. ]F VALL tfDUNT PREVD21:, ER FIEJ_0 INSTALLED FIRE SYSTEM HUROSVETCH, THE TERH54ALS S141611NG FACTORY 5IRD4G MUST BE FELD WIRED, J CURB 20 GAUGE STEEL CONSTRUCTI ❑N OUFA -UL705 REV.S4 08/19/05 REVISIONS DESCRIPTION DATE: A A JAN -9 2008 PE,Ik/II I GEN I Ens DATE: 12/20/07 DWG, #: 703786 - 2 DRAWN BY: R. STEWART SCALE: 1/2" - 1 Ft HOOD DETAIL PLAN 2 SHEET# 2 of 2 PLAN INDEX: P RiVII r E1.0 GENERAL NOTES, SCHEDULES, PLAN INDEX & SPEC E2.0 ELECTRICAL POWER PLAN E2.1 ELECTRICAL IN -SLAB PLAN E3.0 ELECETRICAL LIGHTING PLAN E3.1 ELECTRICAL CALL STATIONS PLAN r - E4.0 SPECIAL SYSTEMS PLAN � v i J � E5,0 %-.. a KLL} RISER DIAGRAM & PANEL SCHEDULES E6,0 NREC FORMS 7) S) 14) 15) SWITCHING $a $3 SK KEYED S DIMMER $ MANUAL MOTOR STARTER WITH THERMAL OVERLOADS $ TIMER P . YV SINGLE POLE THREEWAY FOURWAY PILOT LIGHT VARIABLE SPEED FAN CONTROLLER SWITCH WITH LED PILOT LIGHT .00CUPANCY SENSOR C a, b, c) DENOTES SWITCH LEGS ELECTRICAL GENERAL NOTES: 1) ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS. ABBREVIATIONS AC AFF AHJ AHU A AWG BLDG BKBD BKR CAB C CB CKT CCTV CO CT DIST (E) EF ENCL EWC AIR CONDITIONING ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT AMPERE AMERICAN WIRE GAUGE BUILDING BACKBOARD BREAKER CABINET CONDUIT CIRCUIT BREAKER CIRCUIT CLOSED CIRCUIT TELEVISION CONDUIT ONLY CURRENT TRANSFORMER DISTRIBUTION EXISTING EXHAUST FAN ENCLOSURE ELECTRIC WATER COOLER POWER DEVICES gp PANELBOARD - PANELBOARD - M TRANSFORMER FLUSH MOUNTED SURFACE MOUNTED FLOORBOX WITH DUPLEX RECEPTACLE MOTOR CONNECTION. (NUMBER = HORSEPOWER) El DISCONNECT SWITCH O' DISCONNECT SWITCH - FUSED ET COMBINATION STARTER /DISCONNECT ® MAGNETIC STARTER qp EQUIPMENT CONNECTION SPECIAL RECEPTACLE e- SIMPLEX RECEPTACLE 0 DUPLEX RECEPTACLE QUADRAPLEX RECEPTACLE PUSHBUTTON CONTROLLER Q JUNCTION BOX FINAL DETERMINATION OF FIRE DAMPERS AND OTHER FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. F/A FIRE ALARM FBO FURNISHED BY OWNER FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR F FUSE GFI GROUND FAULT INTERRUPTER HTR HEATER IG ISOLATED GROUND J -BOX JUNCTION BOX LTG MTD M NIC MLO (N) OHL OL PNL P REC SMR LIGHTING MOUNTED METER NOT IN CONTRACT MAIN LUGS ONLY NEW OVERHEAD LINE OVERLOAD PANEL. POLE RECEPTACLE SURFACE METAL RACEWAY SW SWBD TEL TYP TV UON UV UG WH WP XFMR V Y TELEPHONE - DATA a DATA OUTLET - RJ45 JACKS AND 1 -4PR CATEGORY 5E CABLES < TELEPHONE OUTLET ► A PAINTED 3/4" PLYWOOD BACKBOARD RACEWAY �-� HOMERUN TO PANEL P1 -5 ( INDICATES PANEL AND CIRCUIT NUMBER) UNDERGROUND CONDUIT SURFACE OR CONCEALED CONDUIT MARKERS FLAG NOTE FIXTURE TYPE XX @ EQUIPMENT TYPE DETAIL EQUIPMENT TYPE <E> NOTE REVISION 2 ) THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING; FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. 3 ) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEIUNG PLANS, DOOR SWINGS, FIRE RELATED PARTITIONS, CABINET AND CASE WORK AND BUILT -IN DETAILS. 9 ) . ALL WIRING TO BE SIZE #12 AWG UNLESS NOTED OTHERWISE. 5) CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET LOCAL CODES. 6 ) CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED ALL FINAL CONNECTIONS SHOWN ON THE DRAWINGS ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. AUDIO /VISUAL INDICATOR SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE AT APPROXIMATELY 6" BELOW CEILING OR +80" A.F.F. WHICHEVER IS LOWER. ALL EMERGENCY BATTERY PACKS PATHWAY LIGHTING FIXTURES SHALL BE CONNECTED TO THE SAME CIRCUIT SERVING LIGHTING IN THAT AREA PRIOR TO THE SWITCH AND PHOTOCELL. ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF AND RAIN TIGHT. COORDINATE ALL LIGHTING WITH MECHANICAL AND PLUMBING EQUIPMENT. CONTRACTOR TO VERIFY THAT EQUIPMENT WITH CIRCUff BREAKERS AS LOCAL DISCONNECT MEANS IS HACR RATED. IF NOT, PROVIDE DISCONNECT SWITCH PER N.E.C. 13 ) MOUNTING HEIGHT OF ALL DEVICES SHALL CONFORM WTHH N.E.C., STATE ELECTRICAL CODE, LOCAL CODES AND ADA. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. - RECEPTACLES +15 TO CENTERLINE - SWITCHES +48" TO CENTERLINE REFER TO ARCHITECTURAL DRAWINGS FOR DESIGNATION AND LISTING OF FIRE RATED ASSEMBLY DESIGN NUMBERS. COORDINATE ALL INSTALLATIONS WITH APPROPRIATE FIRE RESISTANCE MATERIALS. 16 ELECTRICAL SYSTEM AND COMPONENTS SHALL BE IN COMPLIANCE WITH THE REGULATIONS OF THE WITH STATE AND LOCAL ENFORCING AGENCIES. 17 ) THE ELECTRICAL CONTRACTOR 'SHALL REFER TO AND COORDINATE THE LOCATION OF ALL AREA /OCCUPANCY SEPARATION WALLS WITH THE ARCHITECTURAL DRAWINGS AND DETAILS. 16 ) ALL CONDUIT, ETC. PENETRATIONS THROUGH THE BUILDING SHALL BE FIRE /SMOKE STOPPED PER THE LATEST EDITION OF THE UNDERWRITERS LABORATORIES FIRE RESISTANCE WITH HOURLY RATINGS FOR THROUGH - PENETRATION FIRE STOPS SYSTEM VOLUME #2 OR SHALL BE INSTALLED IN STRICT ACCORDANCE PER THE MANUFACTURERS U.L. LISTINGS (3M -OR EQUAL). 191 ALL 'WORK SHALL' CONFORM TO U.L., N.E.C., N,F.P,A., AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECTRICAL INSTALLATION. SWITCH SWITCHBOARD TELEPHONE TYPICAL TELEVISION UNLESS OTHERWISE NOTED UNIT VENTILATOR UNDERGROUND WATT WATT HOUR METER WEATHERPROOF TRANSFORMER VOLT WYE ELECTRICAL SPECIFICATIONS 1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION. 2. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE. 3. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, & SERVICES REQUIRED FOR THE INSTALLATION OF ALL ELECTRICAL WORK & AS REQUIRED TO PROVIDE A COMPLETE & OPERABLE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. MATERIALS SHALL BE NEW W/ MANUFACTURERS NAME PRINTED THEREON & UNDERWRITERS LABORATORY USTED. THE SELECTION OF MATERIALS SHALL BE IN STRICT ACCORDANCE W/ THE DRAWINGS AND /OR SPECIFICATIONS. 4. SUBMIT MATERIAL USTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. 5. CONTRACTOR SHALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP & MATERIALS, USUAL WEAR EXCEPTED, & SHOULD ANY SUCH DEFECTS DEVELOP W /IN A PERIOD OF ONE YEAR ACCEPTANCE OF THE BLDG. BY THE YEAR, THIS CONTRACTOR SHALL REPAIR AND /OR REPLACE ANY DEFECTIVE ITEMS & DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE TO THE OWNER. 6. INCIDENTAL ITEMS NOT INDICATED ON THE DRAWINGS, NOR MENTIONED IN THE SPECIFICATIONS, THAT CAN BE LEGITIMATELY & REASONABLE BE INFERRED TO BELONG TO THE WORK DESCRIBED OR BE NECESSARY IN GOOD PRACTICE TO PROVIDE A COMPLETE SYSTEM, SHALL BE FURNISHED & INSTALLED AS THOUGH ITEMIZED HERE IN EVERY DETAIL. 7. NOTIFY ARCHITECT IMMEDIATELY OF POSSIBLE CONFLICTS WITH STRUCTURE, MECHANICAL, OR OTHER FEATURES. WHERE JOB CONDITIONS REQUIRE REASONABLE CHANGES IN LOCATIONS & ARRANGEMENT OF INDICATED EQUIP.. CONDUIT, OUTLETS, OR WIRING, CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT COST TO OWNER. 8. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION ' SHALL BE OBTAINED AND . PAID FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BILLING. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION SHALL BE BORNE BY THE CONTRACTOR IN ORDER TO DEUVER TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPANCY AND 100% OPERATION. 9. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. HE SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. HE SHALL ASCERTAIN CONDITIONS UNDER WHICH THE WORK MUST BE PERFORMED, INCLUDING THE HANDLING OF MATERIALS, SECURITY AND LIMITING FIELD DIMENSIONS. FURTHER, THIS CONTRACTOR SHALL PROVIDE FIELD VERIFICATION OF LOCATION OF POINTS OF CONNECTION TO LANDLORD'S ELECTRICAL AND TELEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS DISCOVERED AS A RESULT OF THE AFOREMENTIONED FIELD SURVEY, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, PRIOR TO COMMENCING ANY WORK. ANY ADDITIONAL COSTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO SHALL BE HIS RESPONSIBILITY AND SHALL BE BORNE BY HIM. 10. ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARCHITECT SHALL BE CAUSE FOR THE REJECTION OF MATERIALS AND /OR METHODS, AND ANY COST INCURRED TO CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE A/E SHALL BE BORNE BY THE CONTRACTOR. 11. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAUSE OF DIFFICULTIES ENCOUNTERED, WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MADE. 12. ANY COSTS INCURRED DUE TO LACK OF COOPERATION AMONG THE TRADES SHALL BE BORNE BY THE CONTRACTOR. 13. CONTRACTOR SHALL SUBMIT 6 COPIES OF SHOP DRAWINGS TO THE ARCHITECT /ENGINEER FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED.THERE WILL BE NO DRAW UNTIL SHOP DRWGS. HAVE BEEN SUBMITTED & REVIEWED BY ARCHITECT /ENGINEER. 14. THE EQUIPMENT ROUGH -INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 15. PLAN & INSTALL WORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, & KEEP OPENINGS & PASSAGEWAYS CLEAR. 16. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES. 17. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE COREBORED. SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2 AFF. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. 18. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN STRAIGHT LINES PARALLEL WITH OR • AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER LINES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCH LINES. 19. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING ORDER. TEST ALL WIRES AND CABLES INSTALLED UNDER THIS CONTRACT WITH A 1,000 VOLT MEGOHM METER. ANY READINGS THAT ARE LOWER THAN REQUIRED BY GOOD PRACTICE OR APPLICABLE CODES, PROMPTLY REPLACE THE MATERIALS OR EQUIPMENT INVOLVED. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 20. ALL ITEMS IN THE NOTES, SCHEDULES AND LEGEND MAY NOT NECESSARILY APPEAR ON THESE DRAWINGS. 21. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCUPANCY. 22. GUARANTEE: CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY HIM. 23. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. 24. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING EQUIPMENT, MATERIALS. ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. 25. IT SHALL BE THIS CONTRACTOR'S RESPONSIBIUTY, PRIOR TO ANY INDIVIDUAL CIRCUIT'S INSTALLATION, TO VERIFY WITH ALL OTHER TRADES CONCERNED THAT THE CIRCUIT WITH DEVICES AS DRAWN IS ADEQUATE IN SIZE AND MAKE -UP FOR THE MECHANICAL AND /OR KITCHEN EQUIPMENT TO BE INSTALLED. IF ANY CONFLICT IN VOLTAGE, PHASE OR LOAD IS ENCOUNTERED WHICH WOULD ALTER THE CIRCUIT SIZE, THIS CONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER IMMEDIATELY. FAILURE TO DO SO SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE CONTRACTOR. 26. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERMOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXES AND DISCONNECT SWITCHES, THERMOSTAT AND CONTROL WIRING. 27. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY THE COST FOR THE UTILITY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER. CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. 28. GENERAL SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND SYSTEMS IN SERVICE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION COMPLETE UGHTING FIXTURE INSTALLATION COMPLETE UTIUTY MOTOR WIRING SYSTEM (EXCEPT AS NOTED) COMPLETE TELEPHONE CONDUIT SYSTEM INCLUDING CONDUIT FROM POINT OF CONNECTION TO UTIUTY COMPANY SERVICE AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC. PROVISIONS FOR FIRE ALARM SYSTEM AS REQUIRED BY CODE WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT CLOSE -OUT 29. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTIUTY FOR INSTALLATION OF METERING. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHORT CIRCUIT CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY & /OR MALL/SHOPPING CENTER POWER SOURCE. THE SERVICE EQUIPMENT SHALL MEET OR EXCEED THIS RATING PER N.E.C. 30. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTIUTY COMPANY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4 -D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE TERMINAL BOARD. 31. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, STATE AND NEC CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, UGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL CODES. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, TABLE 250 -94 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON- METALLIC CONDUIT. 32. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE ENCLOSED, VENTILATED TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY AR -D OR EQUAL. E 0 EQU L. TRANSFORMER SHALL HAVE A MINIMUM OF 150 DEGREE, CLASS H INSULATION AND A MINIMUM OF (4) 2-1/2% TAPS BELOW AND (2) 2 -1/2% TAPS ABOVE RATED PRIMARY VOLTAGE. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY 33. LIGHTING FIXTURES: THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION. CONTRACTOR SHALL VERIFY LOCATION OF ALL PARKING LOT UGHTS, MONUMENT SIGNS, AND PYLON SIGNS ON INDIVIDUAL SITE PLAN. 34. PANELBOARDS AND BREAKERS SHALL BE BY SQUARE -D OR EQUAL. PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES. PANELBOARDS SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLASTIC COVER AFFIXED TO THE INSIDE DOOR. ALL PANELBOARDS AND EMERGENCY LIGHTING DISCONNECT SWITCHES SHALL BE LABELED WITH RESPECT TO THEIR TITLE, VOLTAGE AND PHASE; I.E. PANEL "A" 120/208/30. LABEL SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND. LABELS SHALL BE PERMANENTLY FIXED TO THE EQUIPMENT. 35. LIGHTING PANELBOARD SHALL BE 3- PHASE, 4 -WIRE DISTRIBUTED PHASE TYPE W /SOLID NEUTRAL GROUND LUG, GROUND BUS AND ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V. CIRCUIT BREAKERS SERVING UGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE. 36. WIRING DEVICES: WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY, FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V, WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITRON. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5 -20R UNLESS OTHERWISE INDICATED. MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON, GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED - THROUGH TYPE, CAPABLE OF' PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL -RATED CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOLID -STATE GROUND FAULT SENSING AND SIGNALING; WITH 5 MILUAMPERES GROUND - FAULT TRIP LEVEL; IN NEMA 5 -15R. CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS & SEYMORE, OR LEVITON. DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2 -POLE, 4 -WIRE, 15A STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5 -15R CONFIGURATION, AS MANUFACTURED BY HUBBELL IG -5362. WIRING DEVICE ACCESSORIES INCLUDING ALL WALL PLATES SHALL BE PROVIDED AT EACH DEVICE. WALL PLATES SHALL BE SAME COLOR AS DEVICE AND MANUFACTURED AS A COMPANION TO THE DEVICE ANY ELECTRICAL OUTLETS WITHIN 6 FEET OF A SINK SHALL BE GFCI PROTECTED. PROVIDE EITHER INDIVIDUAL GFI DEVICES OR GFI CIRCUIT, BREAKERS. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS OR SCHEDULES. PROVIDE A 120 VOLT RECEPTACLE WITHIN 25 FEET OF ALL HVAC EQUIPMENT ON THE ROOF. ALL EXTERIOR RECEPTACLES AND DEVICES SHALL BE WEATHERPROOF ELECTRICAL DEVICES, DISCONNECT SWITCHES, ETC. SHALL BE SUPPORTED INDEPENDENT OF & ISOLATED FROM EQUIP. VIBRATIONS. 37. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED AS REQUIRED BY CODE OR SHOWN ON DRAWING. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL, FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 38. COORDINATE ALL EQUIP. CONNECTIONS W/ EQUIP. SUPPLIER PRIOR TO ROUGH -IN. PROVIDE ADDITION FUSED DISCONNECT SWITCHES & CONTROLS IF OVERCURRENT PROTECTION OR CONTROLS ARE NOT INTEGRAL W/ UNITS. ALL ELECTRICAL EQUIP. ON ROOF OR OUTSIDE NE BLDG. SHALL BE IN NEMA -3R OR NEMA -4 ENCLOSURES. ALL EQUIP. SHALL BE FUSE SIZED PER MANUF. RECOMMENDATIONS & U.L. 'APPROVAL ALL VIBRATING EQUIP. CONN. SHALL BE SEAL TYPE FLEX, 30" MAX. STARTERS AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER NAME PLATE DATA ON EQUIPMENT. EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED (HVAC UNITS, DISHWASHERS ETC.) AT THEIR POINT OF MANUFACTURE, ALL STARTERS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR WILL MOUNT ALL SUCH STARTERS, AS DIRECTED, FURNISHING SUPPORTING STRUCTURES WHERE NECESSARY. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. FURNISH FUSED DISCONNECTS AS REQUIRED BY N.E.C. FULL LOAD AMPS (FLA) SIZES ARE BASED ON SPECIFIED EQUIP. DATA. CONTRACTOR SHALL VERIFY NAMEPLATE FLA OF EQUIP. SUPPUED & COORDINATE ACCORDINGLY PER EQUIP. SUPPLIERS RECOMMENDATIONS. 39, CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO LOCAL CODE ALL CONDUIT & J -BOXES SHOWN SHALL BE CONCEALED WHEN POSSIBLE. WHEN NOT POSSIBLE, CONDUIT & J -BOXES MAY BE SURFACE MOUNTED W/ PERMISSION OF THE ARCHITECT. INSULATE ALL CONDUIT PASSING THROUGH WALK -IN COOLER, FILL AROUND CONDUIT WITH DUCT -IN SEAL WHERE IT PASSES THROUGH COOLER WALL OR CEILING. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEIUNG SPACE. NO EXTERIOR CONDUIT WILL BE ACCEPTED, UNLESS OTHERWISE NOTED. PAINTING OF ELECTRICAL CONDUITS. ETC. IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR. 40. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WIN SNAP -ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR PAINTING. 41. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED STEEL JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND SIZE. 42. ALL FEEDERS & BRANCH CIRCUITS SHALL BE THHN /THWN (90' C). DESIGN IS BASED ON COPPER CONDUCTORS & ALL BRANCH CIRCUIT WIRING SHALL BE COPPER. ALL WIRING SHALL BE IN CONDUIT OR 'MC TYPE. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ADDITIONAL CONDUCTOR SPECIFICATIONS: #10 AND SMALLER - SOLID WITH SINGLE BRAID. # 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID. MINIMUM WIRE SIZE SHALL BE #12 ( #14 MAY BE USED FOR CONTROLS) WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS PROVIDE IMC FOR FEEDER CONDUIT WHERE INSTALLED ABOVE GRADE. FITTINGS SHALL BE STEEL, THREADED, SET SCREW TYPE W/ INSULATED THROATS. FURNISH EMT CONDUIT OR BX OR MC FOR INTERIOR WIRING MIN. CONDUIT G NOT SUBJECT TO PHYSICAL DAMAGE, CO DU SIZE SHALL BE 1/2 UNLESS SPECIFICALLY NOTED CONCEALED L OTED OTHERWISE. CONDUIT SHALL BE CO CE LED WHEREVER POSSIBLE & SHALL RUN PARALLEL OR PERPENDICULAR TO BLDG. WALLS OR CEILING. PVC SCHEDULE 40 CONDUIT MAY BE USED FOR UTILITY FEEDERS WHERE BURIED UNDERGROUND. SEE ADDITIONAL RATES ON ELECTRICAL SERVICE SCHEMATIC. A SEPARATE GREEN INSULATED EQUIP. GROUNDED CONDUCTOR (BOND) SHALL BE INSTALLED W /IN EVERY RACEWAY. WIRING SHOWN IN THE PANEL SCHEDULE IS THE MINIMUM REQUIRED. RUNS IN EXCESS OF 90' --0" (ONE WAY) SHALL BE SIZED PER THE N.E.C. MAXIMUM 2% V.D. • 43. TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS & MEGGAR TEST FEEDERS & BRANCH CIRCUIT WIRING. INSURE LOW IMPEDANCE GROUND PATH SYSTEM. 44. FINALLY: IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY DEVICES BEFORE THEY ARE INSTALLED WITHOUT ANY ADDITIONAL COSTS. �T N -9 2008 ,tNIE MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, VA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E--Mail: cservice @abosseii.com 'ebsite: Yam abossein,com EXPIRES 8/1 0/08 0 A A Abossein Engineering Revisions: A 01 /8/08 PERMIT SET Job.' No.: 27216 Date: 12/12/07 E1.0 (OF 8) I.D. QTY EQUIPMENT DESCRIPTION AMPS KW HP VOLTS PHASE CYCLE CONNECTION DIRECT PLUG NEMA MTG HEIGHT PANEL - CKT ELEC. REMARKS 1 1 COMBO WALKIN /LIGHTING AND CONTROLS 20 _8/10/08 120 1 60 X 108 LP -10 VERIFY 1A 1 REFRIG /FREEZER REMOTE CONDENSER 208 3 60 X A01/8/08 PERMIT SET A 30 B -4 VERIFY LOCATION WITH M.C. 18 1 FREEZER EVAPORATOR COIL Job No.: 27216 120/208 1 60 X B -10 VERIFY 1C 1 COOLER EVAPORATOR COIL 120/208 1 60 X B -2 VERIFY 2 1 WAREWASHER, DOOR TYPE, LOW TEMP 15.8 6 208 3 60 X 66 8- 21,23,25 6 1 100 GALLON GAS WATER HEATER 120 1 60 X A -20 VERIFY ELECTRICAL SPECS WITH P.C. 12 1 COUNTER MIXER 10 0.5 120 1 60 X 5 -15P 48 B-27 14 1 UNDERCOUNTER REFRIGERATOR 5.1 0.2 120 1 60 X 5-15P 12 A -22 STUB UP THROUGH FLOOR (VERIFY LOCATION) 20 1 EXHAUST HOOD 3 60 X 103 B -1,3,5 21 1 FIRE SUPPRESSION SYSTEM 1 60 X 108+ 3-9 22 1 EXHAUST FAN AND ROOF JACK 1 60 X B -24 23 1 MAKE -UP AIR UNIT 10 208 3 60 X B- 11,1345 24 1 ELECTRICAL CONTROL PACKAGE FOR HOOD 1 60 X B-9 SEE DETAIL 26 1 UNDERCOUNTER COMPACT REFRIGERATOR S 0.2 120 1 60 X 5-15P 12 A-6 28 1 REFRIGERATED SANDWICH /SALAD PREP 4.9 0.2 120 1 60 X 5-15P 1.2 A-8 29 1 UNDERCOUNTER COMPACT REFRIGERATOR 5 0.2 120 1 60 X 5 -15P 12 A -10 30 2 UNDERCOUNTER COMPACT REFRIGERATOR 5 0.2 120 1 60 X 5 -15P 12 A -14,16 32.2 HOT WATER DISPENSER 11.3 1.3 120 1 60 X 5 -15P 12 B-V 36.1 1 ICE MAKER WITHOUT BIN 14.4 120 1 60 X 74 8-22 37 2 DROP -IN HOT WELLS 6.9 0.8 120 1 60 X 24 B-18 37.1 2 DROP -IN HOT WELLS 6.9 0.8 120 1 60 X 24 13-20 B1 1 BEER DISPENSER UNIT 8.5 0.33 120 1 60 X 5 -15P 6 A -21 132 1 BACK BAR EQUIPMENT 8.5 0.33 120 1 60 X 5 -15P 12 A -21 CN1 5 CONVENIENCE RECEPTACLE 15 120 1 60 X 5-15P 12 A -3,13 CN2 11 CONVENIENCE RECEPTACLE 15 120 1 60 X 5-15P 48 A 8-17 CN3 2 CONVENIENCE RECEPTACLE 15 120 1 60 X 5-15P 6 A -24 . B5 1 BLENDER STATION 16 1 0.4 120 1 60 X 5-20P 48 A -19 DAT 4 DATA AND PHONE JACK X 44 DEDICATED CIRCUIT EACH RUN POS 4 POS (POINT OF SALE) 3 120 1 60 X 5 -1SP 30 SEE SHEET E2.0 VH2 1 HOOD VAPOR 120/208 1 60 X B-19 VERIFY V1 1 BAR GUN UNIT . 33 120 1 GO X 5 -15P 12 A -13 VERIFY WITH EQUIPMENT SUPPLIER V1B 2 ICE /BEVERAGE DISPENSER 33 120 1 60 X 5 -15P 24 8 -14,15 V2 1 BIB RACK 10 120 1 60 X 5 -15P 12 A -5 CNV 1 CONVEYOR SYSTEM 16 1.92 0.75 120 1 60 X 5 -20P 15 A -18 I .DOOR EATER ; j - BOX' AT TO B4-16 ABOVE u JALK i t -e EA .ER-r. ..... EMERGENCY STOP f USHBUTTON (TY -P.) CONVEYOR j•i!T EA TRANCE FLAG NOTES: ti PANEL 'A' P ANEL ' PPl'a LP' +15" THHN i A -20 A -9 I I A -2,4' • 15 ". I r I I� 1- «= ✓rte J l RECEPTACLE IN CEILING FOR LCD PROJECTOR. VERIFY LOCATION WITH EQUIPMENT SUPPLIER. (OPTION #2) PROVIDE AND INSTALL ELECTRIC CIRCUIT AND CONNECTION FOR TYPE I (OR II - DEPENDING ON OPT.) HOOD FAN AND LIGHTING. HOOD FAN TO BE LOCATED ON ROOF. CONVEYOR MOTOR CONNECTION. VERIFY LOCATION WITH EQUIPMENT SUPPLIER. COORDINATE TO INSTALL .CONDUIT IN SLAB PRIOR TO CONCRETE POUR. +15 SFRVICE STATION A -2 INTERLOCK �L • -, CONTROLLED QI ' i THERMOSTAT, 1 , RU RS. A--2,4 r ; ANS TO ; §E BY RTUt1; FANS 'TO; OCCUPIED CONVEYOR EMERGENCY STOP SYSTEM. EC TO PROVIDE AND INSTALL SQUARE -D MUSHROOM STOP SWITCHES FOR SYSTEM SHUTDOWN OVERRIDE (VERIFY LOCATIONS WITH EQUIPMENT SUPPLIER). HOLES IN CABINETRY SUPPLIED BY CONVEYOR CONTRACTOR. RUN EM STOP SYSTEM CONTROL CABLE IN CONDUIT BACK TO CONVEYOR CONTROL AND POWER CONNECTION AREA. (EQUIPMENT ON ROOF. COORDINATE EXACT W /STRUCTURAL ENGINEER & ARCHITECT) INSTALL W/P GEC! SERVICE RECEPTACLE(S) AS REQUIRED BY NEC. LOCATION ON ROOF B -18,20 0 B- 29,31,33 MAIN DINING 4-.1) +15" J A -9 ADJACENT I C :1VVA N T ::.;PACE RTU -1 tg W /P GFCI B -28 A Di.A CENT r ENAr ; 1` SPA L B FBI Cr f ION .. TAIRW- s1 TAWIrlac " UM s 4 IT "fie 's ;raP n mow . IP A?. AI. lV a,+ vth' VA � r4 A -33 B-- 11,13,15 +15" A -11 FMUA -1I III " j ICI +15" FACTORY- INSTALLED LIGHTING IN HOOD. FIELD -WIRED BY ELECTRICAL CONTRACTOR REMOTE MANUAL PULL STATION EXHAUST HOOD EC TO MAKE CONNECTIONS FOR CONTROL AND EMERGENCY SHUTDOWN OR EQUIPMENT PER SPECS (AS LISTED ON THIS SHEET AND PER CODE) FACTORY - INSTALLED FAN AND LIGHT CONTROL PANEL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS (SUPPLIED), 3 -PHASE CONTACTORS AND OVERLOADS (BY EQUIPMENT SUPPLIER). EC SHALL PROVIDE WIRE AND MAKE ALL NECESSARY CONNECTIONS FOR A COMPLETE SYSTEM. TYPICAL A\ S L SYST V SCALE NONE t) 0 qwp FIRE SUPPRESSION SYSTEM CONNECTION NOTES 1. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED FOR SHUT DOWN OF ALL ELECTRICAL DEVICES LOCATED IN THE EXHAUST HOOD FIRE PROTECTION ZONE ON FIRE SUPPRESSION SYSTEM ACTIVATION INCLUDING LIGHTING. 2. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED TO CLOSE ALL GAS SUPPLY 120V SOLENOID VALVES IN THE KITCHEN ON FIRE SUPPRESSION SYSTEM ACTIVATION. 3. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED TO SHUT DOWN MAKEUP AIR UNIT WHILE SIMULTANEOUSLY STARTING KITCHEN EXHAUST FANS ON FIRE SUPPRESSION SYSTEM ACTIVATION. 4. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED FOR CONNECTION TO MICROSWITCH IN FIRE SUPPRESSION SYSTEM CONTROL PANEL FOR WORK DESCRIBED IN THESE NOTES. 5. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS ; REQUIRED TO ACTIVATE FIRE ALARM SYSTEM GENERAL ALARM ON ACTIVATION OF FIRE SUPPRESSION SYSTEM. 6. WIRING BETWEEN TERMINAL BLOCKS IN INDIVIDUAL EQUIPMENT CONTROL PANEL SHALL BE BY RESPECTIVE TRADES NOT BY� T _�� ' � FIRE SUPPRESSION SYSTEM INSTALLER WHO SHALL PROVIDE TECHNICAL ASSISTANCE TO ELECTRICAL, MECHANICAL AND FIRE ALARM SYSTEM INSTALLERS AS REQUIRED FOR A COMPLETE AND OPERATING FIRE SUPPRESSION SYSTEM MEETING THE JAN -9 2008 APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. 7. CONNECT ALL 120V CONTROL WIRING TO CIRCUIT XXXXX. PaRMI i (.,I=N I Eh ELECTRICAL POWER PLAN SCALE: 1 /4" = 1' -0" NORTH f , Abossein Engineering MECHANICAL - ELECTRICAL EIRE PROTECTION - ENERGY 2100 112TH AVE. NE BEI,i,EVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.com 1Vebsite: www.abossein.com ANN. _____ .4- r it`,1► li I t''S 1 218 i.k ,, ' %NAL EXPIRES _8/10/08 South Center Mall Tukwilla, WA SHEET TITLE: ELECTRICAL POWER PLAN Revisions: A01/8/08 PERMIT SET A A A Job No.: 27216 Date: 12/12/07 E2.O (OF S) I .DOOR EATER ; j - BOX' AT TO B4-16 ABOVE u JALK i t -e EA .ER-r. ..... EMERGENCY STOP f USHBUTTON (TY -P.) CONVEYOR j•i!T EA TRANCE FLAG NOTES: ti PANEL 'A' P ANEL ' PPl'a LP' +15" THHN i A -20 A -9 I I A -2,4' • 15 ". I r I I� 1- «= ✓rte J l RECEPTACLE IN CEILING FOR LCD PROJECTOR. VERIFY LOCATION WITH EQUIPMENT SUPPLIER. (OPTION #2) PROVIDE AND INSTALL ELECTRIC CIRCUIT AND CONNECTION FOR TYPE I (OR II - DEPENDING ON OPT.) HOOD FAN AND LIGHTING. HOOD FAN TO BE LOCATED ON ROOF. CONVEYOR MOTOR CONNECTION. VERIFY LOCATION WITH EQUIPMENT SUPPLIER. COORDINATE TO INSTALL .CONDUIT IN SLAB PRIOR TO CONCRETE POUR. +15 SFRVICE STATION A -2 INTERLOCK �L • -, CONTROLLED QI ' i THERMOSTAT, 1 , RU RS. A--2,4 r ; ANS TO ; §E BY RTUt1; FANS 'TO; OCCUPIED CONVEYOR EMERGENCY STOP SYSTEM. EC TO PROVIDE AND INSTALL SQUARE -D MUSHROOM STOP SWITCHES FOR SYSTEM SHUTDOWN OVERRIDE (VERIFY LOCATIONS WITH EQUIPMENT SUPPLIER). HOLES IN CABINETRY SUPPLIED BY CONVEYOR CONTRACTOR. RUN EM STOP SYSTEM CONTROL CABLE IN CONDUIT BACK TO CONVEYOR CONTROL AND POWER CONNECTION AREA. (EQUIPMENT ON ROOF. COORDINATE EXACT W /STRUCTURAL ENGINEER & ARCHITECT) INSTALL W/P GEC! SERVICE RECEPTACLE(S) AS REQUIRED BY NEC. LOCATION ON ROOF B -18,20 0 B- 29,31,33 MAIN DINING 4-.1) +15" J A -9 ADJACENT I C :1VVA N T ::.;PACE RTU -1 tg W /P GFCI B -28 A Di.A CENT r ENAr ; 1` SPA L B FBI Cr f ION .. TAIRW- s1 TAWIrlac " UM s 4 IT "fie 's ;raP n mow . IP A?. AI. lV a,+ vth' VA � r4 A -33 B-- 11,13,15 +15" A -11 FMUA -1I III " j ICI +15" FACTORY- INSTALLED LIGHTING IN HOOD. FIELD -WIRED BY ELECTRICAL CONTRACTOR REMOTE MANUAL PULL STATION EXHAUST HOOD EC TO MAKE CONNECTIONS FOR CONTROL AND EMERGENCY SHUTDOWN OR EQUIPMENT PER SPECS (AS LISTED ON THIS SHEET AND PER CODE) FACTORY - INSTALLED FAN AND LIGHT CONTROL PANEL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS (SUPPLIED), 3 -PHASE CONTACTORS AND OVERLOADS (BY EQUIPMENT SUPPLIER). EC SHALL PROVIDE WIRE AND MAKE ALL NECESSARY CONNECTIONS FOR A COMPLETE SYSTEM. TYPICAL A\ S L SYST V SCALE NONE t) 0 qwp FIRE SUPPRESSION SYSTEM CONNECTION NOTES 1. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED FOR SHUT DOWN OF ALL ELECTRICAL DEVICES LOCATED IN THE EXHAUST HOOD FIRE PROTECTION ZONE ON FIRE SUPPRESSION SYSTEM ACTIVATION INCLUDING LIGHTING. 2. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED TO CLOSE ALL GAS SUPPLY 120V SOLENOID VALVES IN THE KITCHEN ON FIRE SUPPRESSION SYSTEM ACTIVATION. 3. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED TO SHUT DOWN MAKEUP AIR UNIT WHILE SIMULTANEOUSLY STARTING KITCHEN EXHAUST FANS ON FIRE SUPPRESSION SYSTEM ACTIVATION. 4. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS REQUIRED FOR CONNECTION TO MICROSWITCH IN FIRE SUPPRESSION SYSTEM CONTROL PANEL FOR WORK DESCRIBED IN THESE NOTES. 5. E.C. SHALL PROVIDE ALL RELAYS AND INTERLOCK WIRING AS ; REQUIRED TO ACTIVATE FIRE ALARM SYSTEM GENERAL ALARM ON ACTIVATION OF FIRE SUPPRESSION SYSTEM. 6. WIRING BETWEEN TERMINAL BLOCKS IN INDIVIDUAL EQUIPMENT CONTROL PANEL SHALL BE BY RESPECTIVE TRADES NOT BY� T _�� ' � FIRE SUPPRESSION SYSTEM INSTALLER WHO SHALL PROVIDE TECHNICAL ASSISTANCE TO ELECTRICAL, MECHANICAL AND FIRE ALARM SYSTEM INSTALLERS AS REQUIRED FOR A COMPLETE AND OPERATING FIRE SUPPRESSION SYSTEM MEETING THE JAN -9 2008 APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. 7. CONNECT ALL 120V CONTROL WIRING TO CIRCUIT XXXXX. PaRMI i (.,I=N I Eh ELECTRICAL POWER PLAN SCALE: 1 /4" = 1' -0" NORTH f , GENERAL SHEET NOTES: 1. EC TO COORDINATE WITH OTHER TRADES TO PREVENT CONFLICTS IN SLAB. 2. COORDINATE WITH PLUMBING CONTRACTOR TO AVOID RUNNING CONDUITS IN THE WAY OF THE BEVERAGE LINE TRENCH. SY V ROL LEGE\ 3 - • • --- - • -••-• • • — LOW VOLTAGE CABLE /CONDUIT OVERHEAD — • — • — • — . — • — • — • — • — LOW VOLTAGE CABLE /CONDUIT BELOW SLAB --- LV LV LV --- LV o- 0 0 00 0 LOW VOLTAGE CABLE /CONDUIT FROM PUSHBUTTON CONTROLS AROUND CONVEYOR IN SLAB AND WALLS POWER CONDUITS TO RESTAURANT EQUIPMENT, LIGHTING, AND RECEPTACLES BELOW SLAB CALL SYSTEM PUSHBUTTON CONTROL PVC RUN WITH RIGID CONDUIT STUB —UP NEMA 1 JUNCTION BOX UNDER WORK COUNTER (EC TO VERIFY WIRE —FILL AND BOX SIZE. INSTALL AND BOND PER NEC). CAP CONDUIT DURING FLOOR CONSTRUCTION RIGID CONDUIT THROUGH SLAB . .v CONCRETE • FILL BELOW SLAB S HEDULE . 40— PVC CONDUIT RECEPTACLE OR J--BOX FINISHED FLOOR FLOOR CO\ QUIT DETAIL SCALE NONE STUB UP FOR REFRIGERATOR RECEPTACLE PANEL 'if PANEL 'A' P, a 'B' REEL 'LP' — r 3/4" PVC CONDUIT HALLWAY 4-, C i 1 /2" PVC NDUIT A C 1 1/4" PVC CONDUIT UNDER SLAB FOR CALL SYSTEM PUSHBUTTONS CONVEYOR LV L JY8 J HD o-- LV 1 1 IT UNDER SLAB FOR CON'YE CIRCUITS CONDUIT OVERHEAD TO JUNC n ij BOX ABOVE CLOUD FOR CAL HTING C I_i.1 OR DETAILS) 0— LV SiRviCE S;47i()\ 2 r 7 _ I -- I • F • \ ( 1 I � I \ LV ) { A STEM PUSHBUTTON T BOO HS. VERIFY EXACT 0 ATIO WITH CONVEYOR CONTRACTOR (TYPICAL). Al Al N YSTEM USE RI FLOOR (TYPICA 2 . G LV ----» LV LV LV ff LV / � CA L AT B LO CA SY I ION RAC TEM PUSH S. VERIFY WITH CO OR (TYPI a — F i I I 1 • { ID SWEEPS THROUGH PER DETAIL OF ALL LOCATION 3/4" PVC CONDUIT MAf I'S' of v N6 ELRE 1011 ADJACENT AA �r -• . p SPACE AL')JAC ENT TENANT SPACE CONDUITS IN AND BELOW SLAB SCALE: 1/4" = 1' -0" CONVEYOR 5 LV LV � LV LV �L L= LV — LV .rl .�. AREA, NORTH ' Li i L. ■11/111 IEEE J T ,' - P0b-DIL9 1 0 J AREA TYPE 'W' FIXTURES (TYP.) EH(RAf' L, \ 1/2" PVC \ 1/2" P —' 1 1 t ' FROM F2 FIXTURE ABOVE TO TYPE 'W' JAN -9 2008 Pb iNfi I ULN I I Abossein Engineering MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE, NE BEI+LEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E-Mail: eservieekbossekeom Website: rr .abossein.com EXPIRES 8/10/08 N c: Revisions: . A01/8/08 PERMIT SET n Job No.: 27216 Date: 12/12/07 E2.1 (OF 8) ELECTRICAL LICE -I11NG LEGEND FIXTURE TYPE DESCRIPTION 0 C LV RECESSED ADJ. ACCENT FIXTURE D DECORATIVE WALL SCONCE 0 E RECESSED STEP BAFFLE WALL WASH DOWNLIGHT F MIRROR /LIGHT FIXTURE COMBO ' F2 4' FLUORESCENT H PENDANT 0 J LOW VOLTAGE MONOPOINT PENDANT 0 K HALOGEN UNDERCOUNTER LIGHT 0 P WINDOW DISPLAY POD R2 RECESSED 2X4 FLUORESCENT 0 W IN— GROUND UP —LIGHT 7 © Al /A2 TRACK LIGHTING HEAD o X EXIT FIXTURE ir . EM EMERGENCY FIXTURE WITH BATTERY BACKUP FLAG NOTES: JUNCTION BOX IN WALL ABOVE MIRROR. COORDINATE FIXTURE HEIGHT WITH ARCHITECT. LIGHTOILER MULTI —SET PRO ELLIPSE SERIES LIGHTING CONTROL SYSTEM. INSTALL MASTER CONTROL SWITCH AND SLAVE SWITCHES ON WALL. RUN CONDUIT TIGHT TO BOTTOM OF ACCESS. JUNCTION BOX INSIDE ACCESS WITH DISCONNECT SWITCH. PROVIDE AND INSTALL. IDENTIFY PLATE AT SWITCH INDICATING THAT SWITCH IS FOR PUD LIGHITNG DISCONNECT. ROUTE CALL SYSTEM CONTROL CABLES TO LIGHTING TO BE CONCEALED IN WALLS AND IN CONDUIT ATTACHED TIGHT TO CEILING. DO NOT EXTEND CONDUITS FROM LIGHTING ABOVE THROUGH SPACE TO COUNTERS, FLOORS, ETC. LIGHTING CONTROL SYSTEM DIAGRAM SCALE: NONE A A. A A z pp PAID]_ 'A PANE 'B' PAWL '11 gs pri LP -2 MCS L r SWITCH 'A' • LP -1 • LP -3 MASTER CONTROL SWITCH SWITCH ' SWITCH 'C' • LP -5 CENTER CENTER CENTER CONVEYOR . CONVEYOR CONVEYOR LIGHTING LIGHTING LIGHTING SWITCH 'D' LP -7 SWITCH 'E' • LP -9 SWITCH ' LP -11 DAYLIGHT SENSOR SWITCH 'G' • LP -14 SWITCH • LP -14 LOUNGE DINING HALLWWAY/ PRIVATE PRIVATE AREA AREA DISPLAY DINING #1 DINING #2 LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING SWITCH c ll :3 LP -15 STORE FRONT LIGHTING EM LP -13 LP -13 r n I / — �` —ti W - SCALE: 1 /4" = 1 -0" EM s LP -13 ELECTRICAL LIGHTING PLAN EM LP -11 SOI(p AMR/ MINIMINI. Min NORTH i 1 F2 F2 F2 F2 F2 F2 LP -8 ? '.. . 24 f�... _... _.. _. _..._.. _... __..__..__.._. sm._...... _...._...._... FOR NIGHTLIGHTING 12/2 W/G TYPE MC Pe r F2 E F2 LIGHTING TRANSFORMER PI ii, .sue �i� - `T r 4 1 LP -4 'ON' 24/7 TIMER WITH PHOTOCELL / r I OVERRIDE FRONT SIGNAGE AND DISPLAY WINDOW LIGHTING DETAIL SCALE: 1/4" = 1' -0" CENTER OF WINDOW CENTER OF WINDOW CENTER OF WINDOW CENTER OF WINDOW LP -15 R`- r JAN -9Z008 PFi1111I' Abossein Engineering MECHANICAL — ELECTRICAL FIRE PROTECTION — ENERGY 2100 112TH AVE. NE BELLEVUE, 1 A 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cservice @abossein.com Yebsite:.abossei EXPIRES 8/10/08 A n Revisions: A01 /8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 E3.0 (OF 8) 12 VOLT DC POWER SUPPLY CALL BUTTON (AT SEATING) CALL BUTTON (AT SEATING) LINE POWER FROM DISTRIBUTION PANEL #14 TO 18 AWG J r 1 1 PIN 2- 4- ` 5- #14 AWG BOTTOM OF ARCHITECTURAL CLOUD - MODULAR CABLE (6- POSITION 4- CONTACTS) REVERSE STYLE 4" DIAMETER METAL CEILING BOX (2" DEEP) CONTROL MODULE (FITS. INSIDE CEILING BOX) PIN -2 / U -3 -4 1 LED POD -5 / LIGHT // I \\ FIXTURE CANOPY. MOUNT TIGHT TO • CEILING BOX TYPE U TYPE U1 CALL BUTTON (AT SEATING) CALL BUTTON (AT SEATING) l \ LED POD LIGHT CALL SYSTEM WIRING DETAIL SCALE NONE FLAG NOTES: ROUTE CALL SYSTEM CONTROL CABLES TO BE CONCEALED IN WALLS AND IN CONDUIT ATTACHED TIGHT TO CEILING /FLOOR ASSEMBLY ABOVE AND DOWN TO CLOUD MIN. 3' FROM EDGE. DO NOT EXTEND CONDUITS THROUGH SPACE TO COUNTERS, FLOORS, ETC. TYPE U PUSHBUTTON LOCATED IN CONVEYOR CASEWORK. EC TO INSTALL OWNER — PROVIDED CALL SYSTEM. HOLES IN CASEWORK TO BE PROVIDED BY EQUIPMENT FABRICATOR. EC TO PROVIDE AND INSTALL ALL NECESSARY CONDUITS, CABLE, TERMINATIONS, ENDS, MOUNTING, ETC. FOR A COMPLETE AND WORKING CALL SYSTEM. EC TO PROVIDE AND INSTALL AN INDIVIDUAL MODULAR 4— CONDUCTOR CABLE FROM EACH CALL BUTTON TO CONTROL MODULES LOCATED AT EACH TYPE U1 LIGHT. CABLES ARE TO BE CONTINUOUS FROM BUTTON TO MODULE. IF A SPLICE IS REQUIRED, EC SHALL CONTACT ARCHITECT AND COORDINATE SPLICE LOCATION (SPLICES SHALL NOT BE LOCATED INSIDE CONDUITS OR RACEWAYS). SPLICES SHALL BE MADE IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDED METHODS. I I! PANE_ 'A PAI\EL 'B' PANEL 'LP' —�I \ 11 i Th\ ; L JUNCTION BOX ON CALL SYSTEM COND T :0 CLOUC AND BELOW S (ALSO SHOWN ON [2.1) Wet I* CALL SYSTEM LOGIC CONTRCLLERS NEAR EACH POD LIGHT (AS SHOWN IN DETAIL) PI L T I STUB 1 1/4" CONDUIT UP THROUGH FLOOR TO J --BOX. USE RIGID SWEEP THROUGH FLOOR E3 0J I rim II _ J- ,1 = == rA==.-„, LED ROPE A -27 I LP--8 f 'ON' 24/7 \ FOR NIGHTLIGHTING IJ PUSHEUI TYPE U PUSHBUTTON TYPE U ` ~/ Pl1`'BLr(TON TYPE U RS IBUTTON TrFE U1 L JYBJ ND j LP -8 ' 24/7 FOR NIGHTLIGHTING L A-27 .rI L CONDUIT CONTAINING (1) 4— CONDUCTOR ./— MODULAR CABLE FROM EACH TYPE —U PUSHBUTTON STATION (SHOWN DASHED) TO RESPECTIVE LED POD LIGHTING ABOVE CLOUD �- TYPE n PUS- BI-{ON DASHED LINE INDICAT BUTTON TO LED POD CABLE /CONDUIT IN F AS SHOWN (TYP.) - �� TYPE U / RS- BUTTON TYPE U1 ,//A-27 ' TYPE U PUSHEIllTCN TIPE u PUSHBUTTON 3.0 ES CIRCUIT FROM PUSH ABOVE. ROUTE 30R AND ABOVE CLOUD MODULAR CABLE TO POD LIGHTING. RUN CABLE TO BE CONCEALED WITHIN OR ABOVE ARCHITECTURAL CLOUD TYPE U u A -27 PUS-IEUTTON 0 CALL SYSTEM PUSHBUTTON (TYP.) VERIFY LOCATION OF CONTROL WITH ARCHITECT CALL SYSTEM POD LED LIGHT (TYP.) LED (ROPE ABOVE IN CLOUD. SEE ARCH. DNS.) CONTROL MODULE IN CEILING BOX (TYP.) T. E U 1 TYPE U1 A-27 TYPE U TYPE U1 PUSHBUTTON ARCHITECTURAL CLOUD SUSPENDED FROM FLOOR STRUCTURE ABOVE (SEE ARCH. DRAWINGS FOR DETAILS)' TYPE U PIA - BUTTON TYPE U1 A-27 SCALE: 1/4" = 1' -0" TYPE U PUSHBUTTON TYPE 1.11 A -27 TYPE U PCEaIi rav TYPE U1 A-27 DD CALL S TA TION PLAN ._L TYPE U PUSHBUTTON TYPE U1 ■:' A-27 �, TYPE U F XON rrPE U RtSHWITON / 'TYPE U Puy -RJflO TYPE U1 A -27 TiPE PU�1 �3UTTC "DDbDt(0 NORTH L L ! JAN —9 2008 PERisMIGENiEi A A A Abossein Engineering MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: eserrice @abossein.com 1Vebsite: imy.abossein.com I EXPIRES 8/10/08 Revisions: A01 /8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 E3.1 (OF 8) 1 LL, €7.,kg L WEI PANEL' INSTALLi ON PHdN AND BdN PANEL 'A' PAID 'B' PANEL ■■ I +60" LHD J1_3211_1 JL IL I '-J __'\ IFR " • —=pt- 2S262ELNYZE=LerM 1-377312- L iJ L__ L- Li INSTALL COMPONENT CABLE INSIDE APPROVED RACEWAY TO PREVENT SAG AND RF INTERFERENCE T FOR P.O.S. POWER, SEE SHEET E2.0 (TYPICAL) \_ CEILING-MOUNTED PROJECTOR. VERIFY LOCATION HEIGHT WITH ARCHITECT J 1 11 g--- - N___ 11 ---- \ , .4 -\\ , F :=1j/ i t , „._.,==-,_-_- , i 4i 1 f ..;-.,, f \\ f 1111 i ili H h ,__, H 11 11 il :1 11 li il 111 1 1 EIJE EU] EllE ; I 9t9b 01(0 SCALE: 1/4" = I Ow LOW-VOLTAGE PLAN NORTH JAN -.9200 PtRM i CEN Abossein Engineering MECHANICAL — ELECTRICAL FIRE PROTECTION — ENERGY 2100 112TH AVE. NE BELLEVUE, IVA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E—Mail: cservice@abosseill.com tiebsite: virmabossein.com EXPIRES 8/10/08 Revisions: A A /a/o PERMIT SET Job No.: 27216 Date: 12/12/07 E4.0 (OF 8) PANEL 'gyp LOCATION: IN OFFICE/ELECTRICAL ROOM PAIsTEL 'A' LOCATION: IN OFFIC E/ELECTRICAL ROOM PANEL 'B' LOCATION: IN OFFICE/ELECTRICAL ROOM PANEL 'LP' LOCATION: IN OFFICE/ELECTRICAL ROOM LOAD DISTRIBUTION FEED FROM : FROM PANEL `UV' FEEDER 150 AMP 3P 4W -F GND LOAD DISTRIBUTION FEED FROM: FROM PANEL Mr FEEDER: 100 AMP 3P 4W + GND LOAD DISTRIBUTION FEED FROM : FROM PAM, lir FEEDER: 150 AMP 3P 4W + GND LOAD DISTRIBUTION FEED FROM LANDLORD-OWNED SWITCHBOARD FEEDER 150 AMP 3P 4W + GND PH • REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD WA AMP: 225 VOLTS: 480/27 / PHASE: 3 WIRE 4 BUS TYPE: CU A.I.C.: , M.L.O.: X MAIN CB: FLUSH: SURFACE: X GND. BAR ISO GND: 200%NEU: FEED THIRD DBL LUG: TOP FEED: BTM FEED: PH REC LTG EQP HTO KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 225 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE CU A.I.C.: M.L.O.: MAIN CB: X FLUSH: SURFACE: X OND. BAR: ISO OND: 200%NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 225 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A_LC.: M.L.O.: MAIN CB: X FLUSH: SURFACE: x GND. BAR ISO GNI): 200%NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 100 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.; M.L.O. : MAIN CB: X SURFACE: X GNI). BAR: ISO CND: 200%NEU: FEED TERM: DBL LUG: TOP FEED BTM FEED: 4 a1 U 4 all U 4 Ra [} 4 al u 4 as U 4 ai U 4 a] O F 0.87 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 KITCHEN HOOD 4 ea U 4 al U 4 as U 4 a1 U 4 ea U 4 as U 4 I U 20 3 027 4 ea U 4 ca U 4 I U 4 w u 4 e t U 4 m U 4 1 U 1 , 0.60 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 OFFICE AND STORAGE ROOM RECEPTACLES 4 oa u 4 ea u 4 at U 4 w u 4 ca u 4 as U 4 a1 U 20 1 0.60 4110411 U 4 a1 Ll 4 en U 4» U 4 ea U 4 as 11 190 1 3 5 7 9 11 13 15 17 19 21 231.L. 25 27 29 31 33 35 37 39 41 CENTER CONVEYOR AREA LIGHTING 4 as U 4 1n V 4 a1 U 4 a1 U 4 oa U 4 as 0 4 as U 20 1 1.90 4 m K.) <4 u a1 L1 4 al U 4 al U 4 a1 U d ata u 1.00 4.91 2.85 2.40 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 PANEL 'A 4 en u 4 W U 4 1 U 4 ea v 4 m U 4 al u 4 a1 U 150 3 11.16 037 - PHONE BOARD/EQUIPMENT RECEPTACLES - - 0.87 20 1 0.50 0.50 1.90 CENTER CONVEYOR AREA LIGHTING 20 I _ 1.90 - - 11,14 3.24 2.20 1.85 - 185 0.87 - BIB RACK - - 037 20 1 030 L90 030 CENTER CONVEYOR AREA LIGHTING 20 1 190 - - 11.84 294 5.05 0.60 - 3.25 0.40 HOOD LIGHTING PRIVATE DIL L OUNCE RECEPTACLES 20 1 0.40 20 1 0.40 0.65 0.40 LOUNGE AREA LIGHTING 20 1 0.65 150 3 15.64 '754 6.90 0.80 PANEL B' 0.40 035 HOOD FIRE SYSTEM AND CONTROL POWER MAIN DINING/BATHROOM RECEPTACLES 20 1 035 20 1 0.60 0.60 0.75 DINING LIGHTING 20 1 0.75 - - 1735 9.80 6.40 1.20 - 0.15 20 20 1 1 0.40 020 0.65 MAKE -UP AIR. T #23 ENTRY AREA PTACLES 20 3 0.65 0.40 135 20 1 1.35 - - 16.02 HALLWAY LIGETTING AND DISPLAY. LIGHTING 7.82 6.40 0.80 - 1•.00 0.65 - BAR GUN UNIT AND BAR, CONVENIENCERECEP• - - 0.65 0.20 0.35 20 1 035 BATHROOM AND 1M LIGHTING 0,65 - PROJECTOR RECEPTACLE IN CEILING - • 0.65 20 1 0.75 0.75 0.20 20 1 0.20 FRONT LIGHTING 1.00 KITCHEN AREA )NVENIENCE RECEPTACLES CONVENIENCE RECEPTACLES IN CONVEYOR AREA 20 1 1.00 20 1 1.00 1.00 SPARE 20 1 0.60 DISHWASHER EICHAUST BLENDER STATION 20 1 0.60 20 1 120 1.20 20 1 SPARE 2.00 DISHWASHEPJWAREWASHER BAR AREA CC NIENCERECEPTACLES 30 3 2..00 20 1 1.00 1.00 20 1 SPARE 20 1 035 2.00 - WAITRESS STATION GFCI RECEPTAC7 FS - - 2.00 035 20 1 1.00 2.00 • COOLER AND FREEZER DOOR BEATERS - - 2.00 1.00 1.20 COUNTER MDXER #12 20 1 1.00 CONVEYOR SYSTEM CALL LIGHTING 20 1 1.20 1.00 6.40 ROOFTOP GAS /ELECTRIC ECTRIC PACKAGE UNIT 20 1 036 POINT OF SALE )S) 60 3 6.40 036 6.40 - POINT OF SALE )S) - - 6.40 20 I 036 036 20 1 036 6.40 - POINT OFSAI )S) - - 6.40 0.36 20 1 036 POINT OF SALE )S) 036 r••♦ .♦••••♦ .. • �. ♦••♦•.• P .Or.a'• • ♦ *P• +��aa!�PPiPPP�J ••r•,•r•••r♦ `a..'•�r�OP♦�+•iPOO• +iP•ir: *PPi�i •: �:♦ •r•rr••••rrfrr•.- • rr, r•••••a +•♦•• ♦ ♦♦ •♦♦ ♦ P *P�4�+•ii�'�a .♦r•rr a ♦r♦ J +'J� r♦r♦ 'aa'iiiP•'i a i♦aa♦♦•♦•••a♦r♦••a••a ♦ _ •`r'a�ia�ia'- `.♦.`•` -`•�.' • a •••• ♦ ♦ ♦ ♦ ♦♦♦ •r• '•:, � ♦•• . oa u4 ea 04a1U C 1041IU 41041 a�U i. +••a +i'iai0•:. rr•• ♦..ra♦♦•••r•a• •••••••♦ .. ❖a•.....a... 032 ` ♦LO': r • +.•••• .....•..a. •: r a!C• ♦• ♦♦ - a a •aa..aa r • a ♦ • -• iii4 {N .� y �p oppp oo C N GO N F tD 00 H N N 14 N A PIA A 74 4 v +♦•r•rr.a!: a"i♦w •- r•r•r•. .•• ♦♦♦aa•••••••♦••••••.•• •.L••r•♦r••♦4♦ara�i ••♦••• r•Or ♦•♦•♦•♦♦••••♦r••a - a a +•. •♦•ra•••ra ..a a. . ...a.a... ....ra.aa..a .� BATHROOM EDCHAUST FANS f♦rr•a♦•r .... u< a 1 u 4 ea U 4 I U 4 ca u 4 ea U 4 a1 U ... ..�. 20 ♦r•a• •rr•r .. .L' 1 a7 ♦•♦ +♦•:Mir♦♦♦ �.•.- •rr r••rrrrrf•frr••rrf♦• aa..aa. o..12 ♦•r•r•r♦a•f♦• +♦•a♦•• ♦♦ ♦arr+ +♦r•r•♦•♦ ..a....a.... ....a PANEL T.C.L. LOAD (kVA) .♦♦ rrr•r•♦•••••f�a- • +•r♦♦♦r•r .• •♦�•♦rr•• .......a C..a. ••• rr.•• arr •e❖. r'••♦♦a!r�♦F•♦a r♦♦ rr arr••••:• •... a. 0.50 ••♦r•••••••♦•• 4 .a... �r•ra'a!•ra� a• a..a ♦•♦♦awifra!♦rfrr• +••••••• • •♦•• •- a.a. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 +a•••• +. •r• ♦ +••♦a ••♦••a•w••a a•rr•a•••aaia4•i••a•••• R' ♦ +••♦♦ • • at�•�i•♦ ♦ ♦••♦•♦• ♦••♦•♦♦ ♦♦♦♦ a.a •.ar. .a ... r.. r...... WALK -IN CCOLER EVAPORATOR #IC •• ♦•••••♦ ♦ ♦♦• a.r. :%i 4 al U 4 a1 U 4 al U 4 as U 4 ea U 4 1 U 4 al U •r+ ♦•••♦ .. rr�.• 20 a•.♦a�i ••♦fr .. .l 1 .• • :: 050 ♦ iP•:4 a arO♦ i ♦•• i • •.••. PANEL T.C.L. LOAD (kVA) : • P•'•.: a♦ aa. ✓. 14; 4 as U 4 ea u 4 m U 4 a1 C) 4 a1 U 4 as U 4 at U f 4 :44 •`•` a♦ • a. �...w.. +`•`•• ♦aii r•♦a• waa♦♦•♦ rr•♦ ♦•f♦♦ •�.�ia'i.•Yra'a'ii +r♦ 0,10 ♦• ♦♦♦••ara♦♦•�'i♦rrr••••••••••a ♦r•r••af••••• .......a...a.. ��♦ +iirirOiOa�r•'•' - +r♦•• . 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 'a r'a •`ar•`a�a ^: • J•'r�••` •.�•': • ♦:�: Pa'•`r ♦. i:••••r••r•aa•••• +••a••♦r•a •ara♦ .♦ ...•r♦♦ .•r. ♦•+ ... ♦.+ .rrf♦f♦♦ ay• ASTRONOMIC TIMER AND CONTROL POWER • JP�♦iO wL:': *4a104 caU4eau<aIU4m U4IU4caU •r {••r•J•• • w•. � a .:ti 20 i♦ir� • ❖a 1 Y�P�r� ❖`r• ♦ �.�• .f a L 0.10 + '•`•`•'r' •r••♦ rrr•• +••• •• • + w:4L..❖ .•� rr♦ PANEL T.C.L. LOAD (kVA) 4 a1 U 4 a1 U 4 as U 4 as U 4 a7 U 4 m C) 4 e u _ a . a 3.75 0.10 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 PANEL 'LP 4 a1 u 4 al t) • ea U 4 as U 4 m U 4 m U 4 a1 u 100 • 3 3.85 PANEL T.C.L. LOAD (WA) 230 COOLER/FREEZER COMPRESSOR #LA 30 3 2.50 0.15 20 1 0.15 - - 3A0 FRONT WIND I ISPLAY (POD) LIGHTING - 3.40 0.60 REC 8.1 LTG EQP 11.1 HTG 10.1 KIT 4.9 2.50 - IINDER COUNIETt REFRIGERATOR - - 2.50 REC 1.2 LTG 0.4 EQP 252 HTO 19.7 KIT' 2.8 0.60 0.35 FRONT"BLUF C SUSHI" SION FLUORESCENT LIGHTS 20 I • 035 REC LTG 11.3 EQP 0.1 HTG KIT - - 4.10 REC 9.3 LTG 11.7 _ EQP 38.4 HTG 29.8 KIT 7.7 - 4.10 20 1 0.60 250 - SANDWICH/SALAD PREP. REFRIGERATOR - - 50 0.60 0.60 20 1 0.60 SIDE "BLUE C 3I" DISPLAY AND CLOUD LIGHTING 30 1 ZOO 2.00 GREASE WASTE PIPING HEAT TRACE (CWC1) 20 1 0.60 0.50 WALKIN FREEZER EVAPORATOR#1B UNDER. COUNTER REFRIGERATOR 20 1 030 0.60 0.40 20 1 0.40 COOLER. LIGHTING 20 1 030 1.30 HOT WATER DISPENSER. . #32.2 SUSHI PREP A •CI RECEPTACLES 20 1 130 0.50 0.50 20 1 0.50 KITCHEN LIGHT1110 0.42 ICE/13EVERATE DISPENSER. #VII] UNDER COUNTER REFRIGERATOR 20 1 0.42 20 1 0.60 0.60 0.25 20 1 0.25 PRIVATE DINING AND OFFICE LIGHTING 1.20 COOLER/FREEZER. CONDENSATE HEAT TAPE UNDER COUNTER REFRIGERATOR 20 0.60 TOTAL 34.1 20 1 120 TOTAL 49.2 0.60 TOTAL 96.7 SPARE 20 1 TOTAL 11.4 20 1 192 FEEDER T.C.L. LOAD (kVA) 0.80 DROP -IN WELLS 17 CONVEYOR SYSTEM AND CONTROL POWER 20 1 010 FEEDER T.C.L. LOAD (kVA) 1.92 SPARE 20 1 FEEDER T.C.L. LOAD (kVA) FEEDER T.C.L. LOAD (kVA) 20 1 0.15 0.80 DROP -IN WEL 17.1 20 1 0.80 GAS WATER T ER 0.15 20 1 SPARE 20 1 0.65 1.73 ICE MAKER WITHOUT BIN #36.1 20 1 133 KITCI3M*TUNDERCOUNTER REFRIGERATOR 0.65 030 EXHAUST FAN #22 #CN3 KETCH CONVENIENCE RECEPTACLE 20 1 030 REC 12 LTG 0.4 EQP 25.2 HTG 19 :7 KIT 2.8 20 30 1 1 1.00 238 REC 8.1 LTG EQP 11.1 HTO 10.1 KIT 4.9 1.00 REC LTG 11.3 EQP 0.1 HTG KIT REC 9.3 LTG 11.7 EQP 38.4 HTG 29.8 KIT 7.7 050 SMOKE FIRE DAMPERS/DETECTORS 20 1 030 HAND DRYER 2_88 • 0.15 ROOFTOP GFC:1 SERVICE RECEPTACLE 20 1 0.15 HAND DRYER 30 30 1 2 2.88 215 2.88 USE FEED -THRU BREAKER IN PNL 'HV' TO SERVE 112.5kVA TRANSFORMER AND PANELS 'A','B', AND 'LP' SPARE 20 1 IHP -1 2.85 SPARE - 20 1 - - 2.85 2.85 35 2 2.20 TOTAL 34.1 OHP -1 • TOTAL 49.2 2.20 TOTAL 11.4 TOTAL 96.7 - 2.20 FEEDER DEMAND WA 32.4 AMPERES 90.1 FEEDER DEMAND kVA 50.0 AMPERES 138.9 - 2.20 FEEDER DEMAND kVA 14.2 AMPERES 39.3 FEEDER DEMAND kVA 96.9 AMPERES 116.8 • •••• - A *,:::: •wrw•w 1.0 •:••:• ♦i ♦a1a ♦a �♦ �♦ �♦ a i1 i•i1ii1i1i1i1i•�• a • a r�fir�f a i r♦•♦•••a•••r♦ as a•. ••r♦♦••f•♦♦••r••♦••• a �• a• arara •. ♦a•.r.•w ♦. ❖.•a•a ♦. ♦a ♦i +a ♦i a ♦. ♦aaa•a aa Mem[factmegr Pc C B TYP E RECEPTACLE$ (1ST lOKVA): 8.1 kVA 100°/. 8.1 kVA Remarks: RECEPTACLES OVER 10KVA: kVA 50% kVA LIGHTING: kVA 125% kVA EQUIPMENT: EQ 11.1 kVA 100% 11.1 kVA DATI 1 0.1 kVA um 1 0.1 WA KITCHEN: 4.9 kVA 65% 32 kVA •••••••••••••••••••••••W••••••••••••••• . ♦a ♦i ♦a a a a•. as ♦.a a as . ♦a• ♦ &V ?••♦••♦ ♦a as ♦a as ♦a ♦i a ♦aa ♦a ♦•••f••♦f � •♦ + a A fir•• • ♦ = 4• =�•+ •••♦+♦•♦•••• ♦ •1 ♦ r •r ♦ • r rr• - ♦- f ♦•♦-♦••••-r � ♦ f• • f F w•w •r • r1 •a 'rr Me�rwillicriT3'PC Chit kerType RECEPTACLES (1ST lOKVA): kVA 100% kVA Remarks: RECEPTACLES OVER 10KVA: kVA 50% kVA LIGHTING: 11.3 kVA. 125% 14.1 kVA EQUIPMENT: 0.1 kVA 100% 0.1 kVA DATING WA 100% kVA KITCHEN: kVA 65% kVA 0.4 73 6.9 0.8 TYPe: CYTACS 1ST IOKVA . 1.2 kVA 100% 1.2 kVA Circuit Breaker REELE( p Remerke RECEPTACLES OVER IOKVA: WA 50% kVA LIGHTING: 0.4 WA 125% 0.5 kVA EQUIPMENT: 25.2 kVA 100% 25.2 kVA HEATING 19.7 VA 100% IS /r 19.7 kVA KITCHEN: 2.8 kVA 65% 1.8 kVA 33 . 0.1 A 1.0 49 29 2.4 4.2 14.6 9.8 3.2 Crt air El eakerTYPG RECEPTACLES (1ST 10KVA): 9.3 kVA 100% 93 kVA Remarlae RECEPTACLES OVER 10KVA: kVA 50% WA LIGHTING: 11.7 kVA 125% 14.6 kVA EQUIPMEN 38.4 kVA 100°/n 38.4 kVA DATING 29.8 kVA 100% 29.8 kVA KITCHEN: 7.7 kVA 65% 5.0 kVA 0.2 9.8 6.4 1.2 B 3.4 B 1.9 3.2 2.2 1.9 B 4.0 3.4 13.0 8.6 3.1 1.0 a L1j 7.8 6.4 0.8 C 4.1 • °• • -• r; *Le ::•ii iii , i♦-::i�•�i•_•_• ••-. •`.w.e.".4;•;%• .••r ♦a- •••:•`•••L6iai•••••S•♦ &:-.: 'n r•..♦ • iiii ii :•: i•_ +�t•_:at♦:•i••_••i C 3.3 2.9 5.1 0.6 C 4.3 4.1 10.8 11.5 1.4 ; +•... :�i :�ii4i ♦ r • • r : •4 ♦::•' ••• •• •♦::i••'.� !•! i:::! . r ♦ ♦ • ♦. : : : • ••••••4•••••••••••••••••••••••+:0•••••••• WA6ZW d�•!♦ ::!♦! w •♦ ♦ i Or r a - -:•:+ :4 ••• ♦!•!:♦:!••A!i!:-•_.:![:♦!r!r! • • w •r♦ • -:b:+ •••♦ • •••••••• •••• :44 ♦: MA, if;: - i ❖•�• • • r. • ..O ••i:.• • *,.* +: : ❖:•i ❖: ❖i 8:!:!••!•!•!44441.• ::4:4;1 . Kc �. i: :4 : + : r :L „•••. +...... � • • :• ♦i♦•i••i +•:ra••'iii•'•-ii !r,•_Q•!♦.•!��_•t•MA w e', a"•: :•• : :• ♦••••ri♦•••♦. &!•'!4;1'4.!s:♦!f!r!•!a'a!i_r� • ♦•••'. i:•♦•r ♦r• ♦!::•+a r... +r. ♦it.fi•••••••a•�• 11.1 •v •• : • -• • +•+.L:•+••'.•. ♦•••..•.a•. •♦r••♦ ♦ •4 ♦ i• it* i:•i•aii:•• ♦•.••p• - ;' . ❖: . 4;.••• 4•: . ♦•••• •••••.•♦♦♦♦•-•r••.••♦••a+••••• ♦••••+ ♦r•••••r• t•♦•♦•!:+::• r�• •r.:'• -t ♦•..••r•• •f.:• ♦S!.• ♦•.•♦♦••r•••♦•••..♦.♦•, •♦at:ti :• :. :4 -vv +. ♦•.•:. ►• :4 ❖ : ❖i 4: • •0 a ♦. ♦••.•..a :4• i ❖ : + 1.2 0.4 252 19.7 2.8 T 113 0.1 T &I 10.1 4.9 T 93 11.7 38.4 29.8 7.7 25°/. OF LARGEST MOTOR: 6.7 kVA 25% 1.7 kVA 25% OF LAROES'T MOTOR WA 25% kVA 25% OF LARGEST MOTOR: kVA 25% kVA 25% OF LARGEST MOTOR: WA 25% kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED 34.1 kVA DEMAND: 32,4 kVA TOTAL CONNEC1'Li/ LOAD PER PHASE: CONNECT E t): 49.2 WA DEMAND: 50.0 kVA TOTAL CONNECTED LOAD PER PHASE: CONNECTED 11.4 kVA DEMAND 142 kVA TOTAL CONNECTED LOAD PER PHASE: CONNEL1 Ell: 96.7 kVA DEMAND: 96.9 WA PHASE A : 15.6 kVA CONNECTED: 136.7 AmPs DEMAND: 138.9 Amperes PHASE H: 17.6 kVA PHASE C: 16.0 kVA PHASE A : 3.9 kVA CONNECTED: 315 AmPs DEMAND 393 AmPeres PHASE B: 3.4 WA PHASE C: 4.1 kVA PRASE A : 11.2 kVA • CONNECTED: 94.8 AmPs DEMAND: 90.1 Amperes PHASE B: 11.1 WA PHASE C;: 11.8 kVA PHASE A : 32.7 kVA CONNECTED: 116.5 AmPs DEMAND: 116.8 AmPe' . PHASE B: 32.1 kVA ' PHASE C: 32.0 WA (FROM WATER UNE BELOW) STRUCTURAL STEEL MAIN BONDING JUMPER - PROVIDE AT FACTORY OR CU GROUND BAR INCOMING NEUTRAL/ GROUND CONDUCTOR BONDING BUSHING SERVICE ENTRANCE CONDUIT COPPER GROUND TO BUILDING STEEL LOCKNUT EXOTHERMET)C WELD BONDING JUMPER (TYPICAL) V7S \O8� 'VW 051A08J314A9 BUSHING LOCKNUT CONDUI APPROVED GROUND CLAMP (TYPICAL) / GROUND JUMPER 1 WATER METER •. • NEUTRAL' BAR COPPER GROUND BUILDING MAIN COPPER COLD WATER UNE CONNECT PER NEC 250 -52 PANEL CAN OR ENCLOSURE E5.0 • L L J LASTIC BUSHING GROUND BAR .�• MI ■ NEUTRAL 01/9 01' 3JUO3H02 COPPER GROUND TO GROUND MAIN WATER LINE COPPER GROUND NOT TO SCALE CU GROUND NEUTRAL` MAIN BONDING JUMPER TRANSFORMER : • • J BARE COPPER CONDUCTER • 1/2" IN DIA. ENCASED IN CONCRETE PER NEC 250.52 APPROVED GROUND CLAMP X3/4" x 10' GROUND ROD CONNECT PER NEC 250 -52 GROUND CU BAR GROUND NEUTRAL NEUTRAL' PANEL 'A' 208/120V • : : • PLASTIC BUSHING GROUND CU BAR GROUND 2" MIN. NEUTRAL NEUTRAL' PANEL 'B' 208/120V SCHEDULE 40 PVC NOTE: CONNECT UNBROKEN GROUNDING ELECTRODE TO THE MAIN COPPER WATER PIPE WITH SUPPLEMENTAL GROUNDING ELECTRODE AS SHOWN. GROUNDING SYSTEM SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE ARTICLE 250. TYPICAL BONDING AND GROUNDING DETAIL • • • • • • GUTTER AND TAP LOCATION 2LASTIC BUSHING GROUND Cu BAR GROUND •.. NEUTRAL NEUTRAL PANEL 'LP' 208/120V ' • • • • • • LASTIC BUSHING J ROOM HOUSE ELECTRICAL TO UTILITY EXISTING PANEL "MDP" J /AP RUN OVERHEAD PROXIMATELY 100' WALL C�) POWER RISER FLAG NOTES: EXISTING 480/277V MAIN DISTRIBUTION PANEL /SWITCHBOARD. INSTALL NEW 150 AMP 3 POLE BREAKER TO SERVE PANEL "HV 150 AMP, 208/120V, 3 -PHASE MAIN BREAKER LOADCENTER. 100 AMP, 208/120V, 3 PHASE MAIN BREAKER LOADCENTER. 9 e 6 a, NEW 2" CONDUIT STUBBED INTO TENANT SPACE. EXTEND CONDUIT TO PANEL 'HV'. PROVIDE 150A, 3-POLE FEED -THRU BREAKER IN 'HV' TO SERVE NEW 75kVA TRANSFORMER. TAP CONDUCTORS IN GUTTER TO SERVE NEW PANELS 'A', 'B', 'LP' EC TO SITE - VERIFY BREAKER LOCATION AND TYPE WITH BUILDING MANAGEMENT PERSONNEL. EC TO PROVIDE AND INSTALL NEW BREAKER IN SWITCHBOARD. COORDINATE FOR SAFE INSTALLATION INCLUDING SYSTEM SHUT -DOWN (IF REQUIRED). POWER RISER SCALE: NONE PANEL "HV" 150A MB 480/277V 225A PNL E5.0 BLUE C SUSHI) OFFICE 112.5kVA TRANSFORMER 480/277 X 208/120V 4-11-0÷k4 #4 CU. TAP PANEL "A" 150A MB 208/120V 225A PNL 9 IF" i 6 0 m TAP PANEL "B" 150A MB 208/120V 225A PNL 1 II 6 0 0 n PANEL "LP" 100A MB 208/120V 100A PNL I F �0 6 8 „ GUTTER TAP FEEDER SCHEDULE: 0 150A, 3-PHASE 2" EMT CONDUIT (3) 2/0 CU THHN UNGROUNDED CONDUTORS (1) 2/0 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR 315A, 3 -PHASE 2.5" EMT CONDUIT (3) 350MCM CU THHN UNGROUNDED CONDUTORS (1) 350MCM CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR 150A, 3 -PHASE 2" EMT CONDUIT (3) i/o CU THHN UNGROUNDED CONDUTORS (1) 1/0 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR ® 100A, 3 -PHASE 1.5" EMT CONDUIT (3) #2 CU THHN UNGROUNDED CONDUTORS (1) #2 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR GRADE CEILING • _3 lm '1 F Y. %III JAN -9200e PER iIfl C EN d MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE, NE BELLEVUE, TVA 98004 PH; ( 425 ) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice@abossein.com 1ebsite: Miabossein,com EXPIRES 8/10/08 Revisions: A 01 /8/08 PERMIT SET A A A Abossein Engineering Job No.: Date: 12/1 2/07 E5.0 (OF 8) 27216 SHEET TITLE: South Center Mall Tukwilla, WA ' o o 1 919Ri9T9 13E E if I V)- (FROM WATER UNE BELOW) STRUCTURAL STEEL MAIN BONDING JUMPER - PROVIDE AT FACTORY OR CU GROUND BAR INCOMING NEUTRAL/ GROUND CONDUCTOR BONDING BUSHING SERVICE ENTRANCE CONDUIT COPPER GROUND TO BUILDING STEEL LOCKNUT EXOTHERMET)C WELD BONDING JUMPER (TYPICAL) V7S \O8� 'VW 051A08J314A9 BUSHING LOCKNUT CONDUI APPROVED GROUND CLAMP (TYPICAL) / GROUND JUMPER 1 WATER METER •. • NEUTRAL' BAR COPPER GROUND BUILDING MAIN COPPER COLD WATER UNE CONNECT PER NEC 250 -52 PANEL CAN OR ENCLOSURE E5.0 • L L J LASTIC BUSHING GROUND BAR .�• MI ■ NEUTRAL 01/9 01' 3JUO3H02 COPPER GROUND TO GROUND MAIN WATER LINE COPPER GROUND NOT TO SCALE CU GROUND NEUTRAL` MAIN BONDING JUMPER TRANSFORMER : • • J BARE COPPER CONDUCTER • 1/2" IN DIA. ENCASED IN CONCRETE PER NEC 250.52 APPROVED GROUND CLAMP X3/4" x 10' GROUND ROD CONNECT PER NEC 250 -52 GROUND CU BAR GROUND NEUTRAL NEUTRAL' PANEL 'A' 208/120V • : : • PLASTIC BUSHING GROUND CU BAR GROUND 2" MIN. NEUTRAL NEUTRAL' PANEL 'B' 208/120V SCHEDULE 40 PVC NOTE: CONNECT UNBROKEN GROUNDING ELECTRODE TO THE MAIN COPPER WATER PIPE WITH SUPPLEMENTAL GROUNDING ELECTRODE AS SHOWN. GROUNDING SYSTEM SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE ARTICLE 250. TYPICAL BONDING AND GROUNDING DETAIL • • • • • • GUTTER AND TAP LOCATION 2LASTIC BUSHING GROUND Cu BAR GROUND •.. NEUTRAL NEUTRAL PANEL 'LP' 208/120V ' • • • • • • LASTIC BUSHING J ROOM HOUSE ELECTRICAL TO UTILITY EXISTING PANEL "MDP" J /AP RUN OVERHEAD PROXIMATELY 100' WALL C�) POWER RISER FLAG NOTES: EXISTING 480/277V MAIN DISTRIBUTION PANEL /SWITCHBOARD. INSTALL NEW 150 AMP 3 POLE BREAKER TO SERVE PANEL "HV 150 AMP, 208/120V, 3 -PHASE MAIN BREAKER LOADCENTER. 100 AMP, 208/120V, 3 PHASE MAIN BREAKER LOADCENTER. 9 e 6 a, NEW 2" CONDUIT STUBBED INTO TENANT SPACE. EXTEND CONDUIT TO PANEL 'HV'. PROVIDE 150A, 3-POLE FEED -THRU BREAKER IN 'HV' TO SERVE NEW 75kVA TRANSFORMER. TAP CONDUCTORS IN GUTTER TO SERVE NEW PANELS 'A', 'B', 'LP' EC TO SITE - VERIFY BREAKER LOCATION AND TYPE WITH BUILDING MANAGEMENT PERSONNEL. EC TO PROVIDE AND INSTALL NEW BREAKER IN SWITCHBOARD. COORDINATE FOR SAFE INSTALLATION INCLUDING SYSTEM SHUT -DOWN (IF REQUIRED). POWER RISER SCALE: NONE PANEL "HV" 150A MB 480/277V 225A PNL E5.0 BLUE C SUSHI) OFFICE 112.5kVA TRANSFORMER 480/277 X 208/120V 4-11-0÷k4 #4 CU. TAP PANEL "A" 150A MB 208/120V 225A PNL 9 IF" i 6 0 m TAP PANEL "B" 150A MB 208/120V 225A PNL 1 II 6 0 0 n PANEL "LP" 100A MB 208/120V 100A PNL I F �0 6 8 „ GUTTER TAP FEEDER SCHEDULE: 0 150A, 3-PHASE 2" EMT CONDUIT (3) 2/0 CU THHN UNGROUNDED CONDUTORS (1) 2/0 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR 315A, 3 -PHASE 2.5" EMT CONDUIT (3) 350MCM CU THHN UNGROUNDED CONDUTORS (1) 350MCM CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR 150A, 3 -PHASE 2" EMT CONDUIT (3) i/o CU THHN UNGROUNDED CONDUTORS (1) 1/0 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR ® 100A, 3 -PHASE 1.5" EMT CONDUIT (3) #2 CU THHN UNGROUNDED CONDUTORS (1) #2 CU THHN GROUNDED CONDUTORS (1) #2 CU THHN GROUNDING CONDUCTOR GRADE CEILING • _3 lm '1 F Y. %III JAN -9200e PER iIfl C EN d MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE, NE BELLEVUE, TVA 98004 PH; ( 425 ) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice@abossein.com 1ebsite: Miabossein,com EXPIRES 8/10/08 Revisions: A 01 /8/08 PERMIT SET A A A Abossein Engineering Job No.: Date: 12/1 2/07 E5.0 (OF 8) 27216 SHEET TITLE: South Center Mall Tukwilla, WA Use' LPA (1Nlsf) Use LPA` (Wlsf) Automotive facility ' 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schods hospitals, institutions, museums, banks, churches) ' ' 1.0 Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail' retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture _ 1.2 Health care clinic 1.0 Theater, perfonninq arts 1.6 Hospital, nursing homes, and other Group I -1 and 1-2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified °laboratory" shall meet office and other appropriate categories) 1.8 , Parking garages 0.2 Laundries 1.2 200.0 OFFICE Libraries 1.3 Plans Submitted for Common Areas Only' Indicate location Manufacturing facility 1.3 Main floor building lobbies'' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Project Info Project Address BLUE c SUSHI Date 1/7/2008 soUSH CENTER HALL For Building Department Use TUKWILA, HA Applicant Name: nsosseIN ENGINEERING, LLC Applicant Address: 2100 112TH AVM HE, szoonvU6, WA 98004 Applicant Phone: (425) 462 -9441 Project Description TYPE 15i New Building ❑ Addition • Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Lighting Per Allowance Q sys tems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Prescriptive Spaces Occupancy O Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other• and rodure answer is checked, the number of fixtures in the space is not 8mked by Code. Clearly indicate these spaces on plans. If not qualified, do LPA calculations. Lighting Fixtures: (Section 1521) ❑ Check if 95% Cr more of factures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 ar 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tropic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Location Description Allowed Watts per f1 or per If Area (f e), perimeter (tf) or # of items Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Bldg. Facade (by perim) TYPE "P^ - WINDOW DISPLAY POD, 32w LED 4 32.0 128.0 yes 1513.2 TYPE *'8" - IN- GROUND UP- LIGHT, 50w as 2 50.0 100.0 Daylight zone control Schedule with type and features, indicate locations TYPE "B" - PENDANT, 60w INCANDESCENT - 14 n • a. 840.0 vertical glazing Indicate vertical glazing on plans 21 50.0 n • a • Drive -up windows at fast food restaurants overhead glazing Indicate overhead glazing on plans 20.0 ' 60.0 Tradable Locations Description Allowed Watts per f1 or per If Area (f e), perimeter (tf) or # of items Allowed Watts x ft (or x If) Bldg. Fagade (by perim) 'Component (Information Requirec 5.0 Will 60.0 300.0 1.0 W /ft? 1513.1 • Local control/access Schedule with type, indicate locations 86.0 20 W/linear foot of door width yes 1513.2 Area controls Maximum limit per switch Non - Tradable Locations Description Allowed Watts per ft or per If Area (fe), perimeter (If) or # of items Allowed Watts x ft (or x If) Bldg. Fagade (by perim) 'Component (Information Requirec 5.0 Will 60.0 300.0 1.0 W /ft? 1513.1 • Local control/access Schedule with type, indicate locations 86.0 20 W/linear foot of door width yes 1513.2 Area controls Maximum limit per switch Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Code Section 'Component (Information Requirec Location Ion Plans Building Department Notes LIGHTING CONTROLS (Section 1613) 1.0 W /ft? 1513.1 • Local control/access Schedule with type, indicate locations 86.0 20 W/linear foot of door width yes 1513.2 Area controls Maximum limit per switch Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2005 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address BLUE C SUSHI Date 1/7/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section 'Component (Information Requirec Location Ion Plans Building Department Notes LIGHTING CONTROLS (Section 1613) 1.0 W /ft? 1513.1 • Local control/access Schedule with type, indicate locations 86.0 20 W/linear foot of door width yes 1513.2 Area controls Maximum limit per switch *' From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 4178.9 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations TYPE "B" - PENDANT, 60w INCANDESCENT - 14 n • a. 840.0 vertical glazing Indicate vertical glazing on plans 21 50.0 n • a • Drive -up windows at fast food restaurants overhead glazing Indicate overhead glazing on plans 20.0 ' 60.0 yes 1513.4 Display /exhib /special Indicate separate controls 100.0 RESTROOM TYPE "E" - WALL WASH, 30w SYLVANIA 30820 1513.5 Exterior shut -off Schedule with type and features, indicate location a • a • TYPE ";" - MIRROR /LIGHT, (4) 25w ZNCANDSCEBT (a) timer w/backup Indicate location 200.0 OFFICE yes - 2 (b) photocell. Indicate location KITCHEN /PREP TYPE "Al" - TRACK LIGHT HEAD, 20w HR16 (EXEMPT) 1513.6 Inter. auto shut -off Indicate location TYPE "R2" - RECESSED 2x4, (2) 32a T-8 (EXEMPT) 1513.6.1 (a) occup. sensors Schedule with type and locations EMERGENCY TYPE "EM" - EQUIPPED WITH BATTERY BACK -UP yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans TYPE "X" - EXIT FIXTURE 3 YB 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 I Max. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1632) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n • a • I 1511 I Elec motor efficiency I MECH -MOT or Equipment Schedule with h p, rpm, efficiency f I TRANSFORMERS (Section 1540) n. a. I 1540 (Transformers 'Indicate size and efficiency I 1 Location (floor/room no.) Occupancy Description Allowed Watts per ft -" Area in ft Allowed x Area DINING RESTAURANT 1.38 2785.0 3843.3 1.0 W /ft? OFFICE 1.00 86.0 86.0 20 W/linear foot of door width RESTROOM 0.80 ' 312.0 249.6 *' From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 4178.9 Location ( floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed DINING TYPE "Al" - TRACK LIGHT READ, 20w ER16 Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft? TIER "c“ - ACCENT szxeuRE , 35w MR16 14 35.0 ' 490.0 20 W/linear foot of door width TYPE "D" - WALL SCONCE, (2) CF13DD /E /835 1 26.0 . 26.0 Open areas (including vehicle sales lots) TYPE "F2" - 4* FLUORESCENT, (1) 32w T -8 27 32.0 864.0 Building Facades TYPE "B" - PENDANT, 60w INCANDESCENT - 14 60.0 840.0 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") TYPE ^J" - PENDANT, 50w INCANDESCENT 21 50.0 1050.0 Drive -up windows at fast food restaurants TYPE ^K" COASTER, 20w RALOGWS 3 20.0 ' 60.0 TYPE "W" - IN- GROUND UP- LIGHT, 50w MB ^ 2 50.0 100.0 RESTROOM TYPE "E" - WALL WASH, 30w SYLVANIA 30820 4 30.0 120.0 TYPE ";" - MIRROR /LIGHT, (4) 25w ZNCANDSCEBT 2 100.0 200.0 OFFICE TYPE "R2" - RECESSED 2x4, (2) 32w T -8 2 64.0 128.0 KITCHEN /PREP TYPE "Al" - TRACK LIGHT HEAD, 20w HR16 (EXEMPT) TYPE "R2" - RECESSED 2x4, (2) 32a T-8 (EXEMPT) 6 EMERGENCY TYPE "EM" - EQUIPPED WITH BATTERY BACK -UP 7 5.0 35.0 EXIT SIGNS TYPE "X" - EXIT FIXTURE 3 5.0 15.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wafts 392 8.0 Tradable Surfaces (Lighting power • densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas ' may be traded.) • • Uncovered Parking Areas Parking lots and drives 1 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft? Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 Wife for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities - 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W/ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit Liphtinq Power Allowance (LPA Footnotes for Table 15 -1 In cases in which a general use and a specific use are fisted, the specific use shall apply. In cases In which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 1508 with full height partitions, a Unit Lighting Power Allowance of 1.10 w/1t may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Per Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 1) 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if Included). For track fighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard-wired ballasts only, the default table in the NREC Technical Reference Manual may alsk used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, cc as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Prci Addres BLUE c SUSHI SOW H CENTER HALL TUKWILA, WA Name: ABOSSEIN ENGINEERING, LLC Appl. Name2100 112111 AVE NE, BELLEVUE, WA 99004 Appl. Phone (425) 462-9441 Date 1/7/2008 For Building Department Use Exterior Lighting Summary LTG -EXT Project Info Project Description 2006 Washin ton State Nonresidential Ener Code Compliance Form O New 0 Addition 0 Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. I Compli Option Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage Non- Tradable Proposed Lighting Wattage Lighting Power Allowance Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category 0 Systems Analysis Total Allowed Watt Revised ,Maly 2007 i Building Grounds (luminaires > 100 Watts) ▪ Efficacy > 60 lumens/W CI Controlled by motion Sensor Q Exemption (fist) Alteration Exceptions (check appropriate box - sec. 1132.3) Q No changes are being made to the lighting O Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watt 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 16 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised ..lily 2007 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washin ton State Nonresidential Ener Code Compliance Form Lighting Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Cede Compliance Fonns Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed In Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry /exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3, Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with Individual controls, or daylight- or occupant-sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk - to-dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement 1513.6.1 Occupancy Sensors: occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors In stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut-off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted, Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1640 - TRANSFORMERS The minimum efficiency of a low voltage dry -type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4-2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). JAN-92008 GEN Y 1=5 A A Abossein Engineering MECHANICAL, - ELECTRICAL FIRE PROTECTION -- EYERGY 2100 112TH AVE, NE BEJLLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein,eom Website: www.abossein.com EXPIRES 8/10/08 Revisions: z z A01/8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 E6.0 (OF 8) DOMESTIC HOT WATER CIRCULATING PUMP SCHEDULE DESIGNATION: . HWCP -1 HWCP -2 ZONE: KITCHEN (120') KITCHEN (140') MANUFACTURER: BELL & GOSSETT BELL & GOSSETT MODEL: SERIES PR SERIES PR TYPE: INLINE INLINE G.P.M.: 10 10 . HEAD (FT -H20): 10 10 RPM: 1725 1725 MOTOR: 1/6 1/6 VOLTAGE: 115 115 PHASE: 1 1 WEIGHT (LBS): 32 32 REMARKS: . (1) (1) (1) ALL BRONZE PUMP, 125 PSI MIN. RATED. (2) EACH PUMP TO SERVE ONE SECTION OF KITCHEN TOTAL OF 2 ZONES. PLUMBING FIXTURE CONNECTION SCHEDULE DESIG: ITEM: TRAP: WASTE: VENT: CW: HW: P1 WATER CLOSET (FV) 3" 4" 2" 1" - P 1 A WATER CLOSET (ADA)(FV) 3" 4" 2" 1" - P2 LAVATORY (COUNTER) 1-1/2" 1-1/2" 1-1/2" 1 /2" 1/2" P3 URINAL 2" 2" 1-1/2" 3/4" - D 1 FLOOR DRAIN 2" 2" 1-1/2" - - D2 FUNNEL FLOOR DRAIN 3" 3" -1/2" - - D3 FLOOR SINK 3" 3" 1-1/2" - - D4 FLOOR SINK 4" 4" 2" - - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER CONSERVATION ACT REQUIREMENTS. (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. GAS WATER. HEATER SCHEDULE DESIGNATION: WH -1 ZONE: BUILDING MANUFACTURER: A.O. SMITH CYCLONE XHE MODEL: BTH -199 GAS TYPE: NATURAL GAS INPUT (MBH): 200 VOLTAGE: 120 PHASE: 1 SHIPPING WEIGHT (LBS): . 438 CAP. U.S. GAL. 100 LISTING: UL REMARKS: , (1)(2)(3) NOTES: (1) WITH P/T VALVE, SEALED COMBUSTION DIRECT VENTING. (2) ANCHOR TO FLOOR AND STRAP WATER HEATERS FOR EARTHQUAKE PROTECTION PER CODE. (3) WATER HEATERS SHALL BE ASME LISTED WHERE REQUIRED BY THE LOCAL /STATE JURISDICTIONS. (4) VENT & INTAKE WITH 4 "0 PVC PIPE SUPPLIED BY MANUFACTURE. (5) INSTALL PER MANUFACTURE REQUIREMENTS AND RECOMMENDATIONS, PLUMBING GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE STATE OF WASHINGTON BUILDING MECHANICAL ENERGY, FIRE, PLUMBING AND HEALTH CODES AND REGULATI ❑NS AS ADOPTED BY LOCAL JURISDICTI ❑NS. 2) ALL • EQUIPMENT/FIXTURES SHALL BE THE CAPACITY AND TYPES AS SHOWN ON THE PLUMBING SCHEDULE AND SHALL BE THE LISTED MANUFACTURER AND MODEL NUMBER OR SHALL BE AN EQUAL APPROVED BY THE OWNER /ENGINEER. • 3) THE CONTRACTOR SHALL SUBMIT MINIMUM OF 6 COPIES OF EQUIPMENT /FIXTURE SUBMITTALS FOR APPROVAL. 4) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED' FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL C ❑DES, MANUFACTURER'S• RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 5) ALL EQUIPMENT /FIXTURES SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE. FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM 'DATE OF FINAL ACCEPTANCE THAT 'EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE. THE SYSTEM TO THE ORIGINAL SATISFACTORY C❑NDITI ❑NS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE ' AND IN LIEU OF OTHER• WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY.NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 6) ENTIRE INSTALLATI ❑N OF ALL EQUIPMENT, FIXTURES, PIPING, PLUMBING AND RELATED ACCESSORIES SHALL • • BE PER BASIC OWNERS' STANDARDS, MECHANICAL CONTRACTOR IS. TO FAMILIARIZE HIMSELF WITH' THESE STANDARDS. 7) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 8) PLUMBING CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTI ❑N. 9) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE WATER- BALANCING AND PUT ALL PLUMBING SYSTEMS IN OPERATION. 10) ' AIR - CONDITIONING UNIT COIL WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP (3' MIN. SEAL) FOR THE CONDENSATE PAN, DISCHARGE CONDENSATE DRAIN TO INDIRECT WASTE OR APPRROVED L ❑CATION. 11) PLUMBING CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT ROUTING OF THE PLUMBING SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH' MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE PLUMBING SYSTEM READY FOR OWNER'S BENEFICIAL USE. 12) THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE COSTS REQUIRED FOR ALL THE PIPING TO MEET THE PIPE SIZES PER THE 2006 UNIFORM PLUMBING CODES TABLES 6 -4 & 7 -3. 13) SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SCOPE OF WORK, INSTRUCTION TO BIDDERS AND EXACT LOCATION OF ALL FIXTURES. . 14) PLUMBING CONTRACTOR SHALL INSTALL ALL HOT AND COLD WATER PIPING WITHIN THE HEATED AREAS FOR FREEZE PROTECTION. 15) COORDINATE EXACT L❑CATI ❑N OF ALL EQUIPMENT, FIXTURES, ' PIPING, ETC. AND PENETRATIONS WITH THE . ARCHITECTURAL, STRUCTURAL AND AT SITE, 16) ALL APPLICABLE CODES AND LOCAL JURISDICTION REGULATIONS SHALL SUPERSEDE THE CONSTRUCTION DOCUMENTS IF THEY ARE MORE STRINGENT. . 17) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. 18) • ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, ' VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. 19) INSTALL CLEANOUTS PER 2006 UPC SECTION 707 AND AS REQUIRED BY LOCAL JURISDICTIONS. 2O) PIPE MATERIAL COLD WATER & HOT WATER COPPER 'L' (ABOVE GR❑UND)(LEAD FREE) COLD WATER & HOT WATER COPPER 'L' (UNDERGR❑UND)(LEAD FREE) WASTE AND VENT CAST IRON, DWV COPPER, ABS. NOTE JOINTS AND METHOD OF C❑NNECTI ❑NS SHALL BE PER THE UPC - CHAPTER #14, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. 21) PIPE INSULATION: . COLD WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER - 1/2' INSULATION WITH VAPOR BARRIER JACKETS FOR RUNOUTS UP TO 12 FEET AND 1' INSULATI ❑N FOR ALL PIPING UP TO 2' DIAMETER. UNDERGROUND PIPING WITH 1/2' CLOSED CELL FOAM INSULATI ❑N. 22) PIPE HANGERS AND SUPPORTS: PIPE HANGERS AND SUPPORTS SHALL BE IN STRICT ACCORDANCE WITH THE UPC- SECTI ❑N 314.0 AND PIPE MANUFACTURERS RECOMMENDATIONS. ALL PIPES SHALL BE SEISMICALLY RESTRAINED PER LATEST EDITION OF S.M.A.C.N.A. SEISMIC RESTRAINT MANUAL AND AS REQUIRED . BY LOCAL JURISDICTION. 23) DOMESTIC HOT WATER SYSTEM SHALL BE SET FOR 120 °F. . 24) ALL MATERIALS USED SHALL BE NEW AND BEAR U.L. LABEL WHEN REQUIRED. 25) FINAL AS BUILT DRAWINGS SHALL BE SUBMITTED TO ENGINEER /OWNER. 26) ALL OPENINGS AND PENETRATIONS THROUGH ROOF 'AND /OR WALLS SHALL BE PROPERLY SEALED, WEATHERTIGHT, AND AESTHETICALLY ACCEPTABLE. THE CONTRACTOR SHALL USE THE EXISTING ROOFTOP OPENINGS FOR DUCT PENETRATIONS INTO TENANT SPACE. 27) ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATI ❑N OF NEW EQUIPMENT, FIXTURES AND PIPING TO ' BE BY CONTRACTOR. PLUMBING FIXTURE SCHEDULE P1: WATER CLOSET, AMERICAN STANDARD 2168.100, (HANDICAPPED) 17" HIGH, FLOOR MOUNTED, BOTTOM OUTLET, 1.6 GPF FLUSH TANK, PRESSURE ASSISTED, VITREOUS CHINA, WATER SAVER, SIPHON JET, ELONGATED BOWL WITH FLUSHING ASSEMBLY ON WIDE SIDE OF ACCESS. INCLUDES BOLT CAPS, WING NUTS, CHURCH OPEN FRONT SEAT WITHOUT LID AND SUPPLY FITTINGS WITH STOP. P2: LAVATORY COUNTERTOP, AMERICAN STANDARD 3004.207, 20 "X17 ", ENAMELED STEEL WITH SYMMONS S -20 -2 FAUCET AND FIXED GRID ' STRAINER, LAVATORY DRAIN, TRAP AND SUPPLIES. P3: URINAL, AMERICAN STANDARD 6601.012 VITREOUS CHINA, 1.0 GPF, SLOAN 180 -1 FLUSH VALVE, ADA HANDLE, INSTALL AT HANDICAPPED HEIGHT. D 1: FLOOR DRAIN, WADE 1100, CAST IRON BODY, 5" DIAMETER NICKEL BRONZE WITH FLASHING FLANGE AND CLAMPING COLLAR TO SUIT FLOOR STRUCTURE WITH FUNNEL. PROVIDE WITH 1/2" TRAP PRIMER CONNECTION. D2: FLOOR SINK, WADE 9110, CAST IRON, SQUARE SUMP, DOME STRAINER, 8 "X8" WITH OPEN, HALF OR FULL SATIN NICKEL BRONZE TOP GRATE COVER AS REQUIRED. .D3: SAME AS "D2" EXCEPT WITH 4" DRAIN. NOTES: 1). SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITIES OF ALL THE PLUMBING FIXTURES AND DIFFERENT TYPES. 2) SEE ARCHITECTURAL PLANS TO DETERMINE EXACT CONFIGURATION AND ORIENTATION OF EACH FIXTURE: 3) ALL FIXTURES SHALL MEET THE STATE WATER CONSERVATION ACT REQUIREMENTS. 4) EXPOSED PIPES FOR HANDICAPPED LAVATORIES SHALL HAVE INSULATION JACKETS (HANDI -LAV -GUARD OR EQUAL). OFFSET EXPOSED P -TRAPS FOR CLEARANCE FOR HANDICAPPED ACCESS. 5) ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO ALL STRAINERS, DRAINS AND STOPS, WING NUTS, ETC. 6) ALL EXPOSED P -TRAPS SHALL BE CHROME. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3, THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED : AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 5. NOTE THAT THE LANDLORD SHALL PROVIDE THE FIRST 10 TONS OR TWO 5 TON UNITS OF COOLING (OHP -1 AND OHP -2). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAST 5 TON UNIT (OHP --3) INSTALLATION AND ALL CONNECTIONS. COORDINATE WITH LANDLORD FOR EXACT LOCATION OF OUTDOOR HEATPUMPS IN GARAGE, SUPPORT METHODS AND COORDINATE RESPONSIBILITY FOR ELECTRICAL CONNECTION AND REFRIGERATION PIPING (INCLUDES SUPPORT, INSULATION, SOLENOID VALVES, FILTER DRIER, ETC.) FOR OHP -3. COORDINATE STUB -OUT LOCATIONS FOR REFRIGERANT PIPING. PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE CW J [WH-1I FFD MI FS FD GD PD DO RD /OF AD 0 FCO --r WCO GCO 0.5" 0.75" 1" 1.25" 1.5" 2 " 2.5" 3 " 0- PIPE ELBOW UP e- PIPE ELBOW DOWN -0- PIPE TEE UP PIPE TEE DOWN PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1-1/47 PIPE SIZE 1-1/2" PIPE SIZE 2" PIPE SIZE 2 -1/2" PIPE SIZE 3" PIPE SIZE SYMBOL DESCRIPTION GV WASTE, GREASE RL - MPG G CD CW HW I I I __ SR --I I--- VTR © VTR RPBP PRV COLD WATER FILTERED WATER HOT WATER HOT WATER (140'F) HOT WATER RETURN VENT WASTE, SANITARY BURIED WASTE, SANITARY RAIN LEADER GAS (±2PSIG) GAS (7 IN -W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX / WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING/SHUT-OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE SYMMONS - TEMPCONTROL (OR EQUAL) PRESSURE BALANCED MIX. VA. NO SCALE TO DISHWASHER HWS -120'F TO FIXTURES HWS -140'F SINGLE CH'K VA. OR BACKFLOW PREVENTER PER LOCAL JRSD. AMTROL ST -25V EXPANSION TANK WITH BUTYL BLADDER NOTE: ANCHOR WATER HEATERS TO FLOOR AND STRAP TO WALL TO RESIST HORIZONTAL DISPLACEMENT OF EARTHQUAKE PER UPC-1310. 11 1 ' — — 1 -- / I DRAIN VA. MOUNTING LEGS (ANCHORED FOR SEISMIC PER MANUF.)(TYP.) SCHEMATIC KITCHEN WATER HEATER D IWH - T &P VA. SEISMIC. PROOF FLEX. ONN. (METRALOOP OR EQUAL) FLOOR DISCH. RELIEF FULL SIZE 6" ABOVE FUNNEL FLOOR DRAIN OR APPROVED LOCATION E TA I L A BY LOCAL JURISDICTION P1 BA CKFL O W PRE VENTER NO TES 1) AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #OO9QT DCVA - DOUBLE CHECK #O07QT AVB = VACUUM BREAKER 2) VALVES TO BE LINE SIZE. 3) INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A) RPBA AT ICE MAKER B) RPBA AT COFFEE BREWER C) MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET D) RPBA AT BEVERAGE BAR /CARBONATOR (PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING) E) BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006 SECTION 603.3.4 RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINK. JAN -9 2008 (.;6\1 I Eh PLAN INDEX P1 P2 P3 PLUMBING NOTES LEGENDS, SCHEDULES AND DETAILS PLUMBING WASTE AND VENT PLUMBING WATER AND GAS MECHANICAL — ELECTRICAL FIRE PROTECTION — EI` 2100 112TH AVE. NE BELLEVUE, IVA 98004 PH: {425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cservice @abossein.com Iiebsite: in .abossein,com I EXPIRES 8/10/08 Revisions: A A A Abossein Engineering cn U) Poi (OF 3) 01/8/08 PERMIT SET Job No.: 27216 Date: 12/12/07 = v ___________ _......._ ______________________.„. Abossein Engineerin MECHANICAL - ELECTRICAL FIRE PROTECTION - ENERGY 2100 112TH AVE. NE BEIfTIEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mai]: cservice@abossein.com Website: n .abossein,com Ad - - - -•- _-- =ter Mr I , r � `..., -' q , oNAL0 EVIRES 8/1 0/08 South Center Mall Tukwilla, WA WASTE & VENT Revisions: A01/8/08 PERMIT SET A A A Job No.: 27216 Date: 12/12/07 Pot (OF 3) _ ABOVE 'VALK Fnrba�?�rslR I /— 3" VENT CONNECTIC COORDINATE OCAT TIME- �',,CONSTRUC rt- . : � iIINIr tG 6" SODA LINE. VERIFY SIZE AND EXACT LOCATION PRIOR TO CONSTRUCTION. R;ET'. ARE A , RUC.; 1 1 DISHWASHER WASTE PIPING TO BE CAST IRON �wc arr_rwr—,ua n"s. _ � i" CONDENSATE, INSULATE & HEAT TRACE. 4" GREASE CONNE COORDINATE LOCATI & INVERT AT TIME OF CONSTRUCTION. l I L _ Ti- 1 f `OMEN / BA THRM. (SCHEDULE A t S \ / /CE 1 t CiFFCCt / STORAGE I A — „, -r DN MAIN r)1!`.` JG 1S ! L A) ADJACENT rE SPACE PLUMBING PLAN WASTE cc VENT SCALE: 1 /4" = 1' -0" VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION 0 I ri ii" VENT BELOW BAR. A�..J/- F FE \\// A i r i SP • F. 0 0 7-Zi Ea] NORTH VERIFY AND CONNECT ALL INDIRECT DRAINS PER KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION � + r r r r (SCHFn L. ' 11 poi - a (0 'OAT �1 Jr :. C, SE: WA/ TIN I3 A PEA Ai rj), JAN-92008 . z�all GEN a t: GATE VALVE GATE VALVE THREE WAY DRAIN AND FILL VALVE (ALL 1/2ff N.P.T.) 1/2' COLD WATER SUPPLY WITH SHUT—OFF & BACKFLOW PREVENTER RF DRAIN 1-1/2' N.P.T. ROOF AND . TRUSSES — TWEI WAY DRAIN VALVE NORMALLY OPEN "--\ (ALL 1-1/2'N.P.T.) INSTALL PER MANUFACTURE INSTALLATION GUIDE LINES. CLG.(VERIFY) MAU-1 FILL/DRAIN KIT DETAILrG NO SCALE 3) , P , 52:AroaViamirgrAMNI,Ww-MMILM.7 ...41114 ibMiLIMS.v.<01MWARDW"•: [it • e, Tru'l Mr_FIniE BA THE61. MANUAL AND AUTOMAT COOKLI \IE GAS SHUT VALVE BELOW CEILING. DETAIL P01 FOR LAYOUT -----1:2„ ED DIRECT VENT FOR /ATER HEATI TO OF (INSTAL 1_ PER 1FG. GUIDELINES.) (SCHEDULE A) SERVICE ST U „ HA' LW4 r 11 1 LI r MAX • L riFFI C E" /CONN EXISTI I I I I I I • I 120F 4441— 11 M I L;r7f - t I 1 PIPE ON ROW; •■• J 1 _ i 11 I i \ \ {Il : .,::: I -1 I , , il I 111 ' ' 1 L_ 1 1 3 I I I I i II I ii i I i 1 s ; 1 1 ! i 1 1 1 1 li i I ! ! i 1 i i 11' 11 d 11 ? ! 11 ! !! ODIUM UBi GULAT R, a OU ISIDE RISDICTION. I i I i I I I , I I 1 1 VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION , 12or— 1 4) _ PIPE ON ROOF RTU - 1 L PIPE ON ROOF MA /AI L)ININL,' EU] EZ1 Ea] CW & 142" DRAIN TO MAKE—UP AIR. SEE DETAIL THIS SHEET G/P3 ADJACENT TENANT SPAC PLUMBING PLAN WATER & GAS SCAL 1/4" = _ ' — A DiA CEN T TE- NANT SPACE r I- - I I t" i I ! 1 0 1 2 " HOT & COLD WATER UNDER BAR NORTH ' I I I; H ;; RE•EPTICM/ L (s CH E DULF A) I)(woito ! 1 I ----- 42)A-'20- -FLUE - C - 0 - 1/1B. VENT T I RCAF SHAFT. (INSTALL STRICTLY 2 r - — — _ ACCORDIN TO I IFEN AWAY FROM ANY AIR INTAKE !, d 1 L- ------- . • --,J 1 i . LETS, _ _ •. , 0 0 11 JAN -9 2008 PhvIIi Gt8,11E1 Abossein Engineering MECHAMCAL - ELECTRICAL FIRE PROTECTION - EIcERGY 2100 112TH AVE. NE BEREVUE, IVA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cservice@abosseiii.com ifebsite: m.abosseill.com IIII/A.6 A ter r qpI r 4- # 0 4 , - ervvre:7 .41 . . , -0 nk ONAL °.1 'WIRES 8/10/08 South Center Mall Tukwilla, WA WATER & GAS Revisions; Aoi /8/08 PERMIT SET A A Job No.: 27216 Date: 1 2/ 1 2/07 • PO3 (OF 3) GATE VALVE GATE VALVE THREE WAY DRAIN AND FILL VALVE (ALL 1/2ff N.P.T.) 1/2' COLD WATER SUPPLY WITH SHUT—OFF & BACKFLOW PREVENTER RF DRAIN 1-1/2' N.P.T. ROOF AND . TRUSSES — TWEI WAY DRAIN VALVE NORMALLY OPEN "--\ (ALL 1-1/2'N.P.T.) INSTALL PER MANUFACTURE INSTALLATION GUIDE LINES. CLG.(VERIFY) MAU-1 FILL/DRAIN KIT DETAILrG NO SCALE 3) , P , 52:AroaViamirgrAMNI,Ww-MMILM.7 ...41114 ibMiLIMS.v.<01MWARDW"•: [it • e, Tru'l Mr_FIniE BA THE61. MANUAL AND AUTOMAT COOKLI \IE GAS SHUT VALVE BELOW CEILING. DETAIL P01 FOR LAYOUT -----1:2„ ED DIRECT VENT FOR /ATER HEATI TO OF (INSTAL 1_ PER 1FG. GUIDELINES.) (SCHEDULE A) SERVICE ST U „ HA' LW4 r 11 1 LI r MAX • L riFFI C E" /CONN EXISTI I I I I I I • I 120F 4441— 11 M I L;r7f - t I 1 PIPE ON ROW; •■• J 1 _ i 11 I i \ \ {Il : .,::: I -1 I , , il I 111 ' ' 1 L_ 1 1 3 I I I I i II I ii i I i 1 s ; 1 1 ! i 1 1 1 1 li i I ! ! i 1 i i 11' 11 d 11 ? ! 11 ! !! ODIUM UBi GULAT R, a OU ISIDE RISDICTION. I i I i I I I , I I 1 1 VERIFY LOCATION, ITEM AND CONNECTION PER PLUMBING KITCHEN EQUIPMENT DRAWINGS PRIOR TO BID AND INSTALLATION , 12or— 1 4) _ PIPE ON ROOF RTU - 1 L PIPE ON ROOF MA /AI L)ININL,' EU] EZ1 Ea] CW & 142" DRAIN TO MAKE—UP AIR. SEE DETAIL THIS SHEET G/P3 ADJACENT TENANT SPAC PLUMBING PLAN WATER & GAS SCAL 1/4" = _ ' — A DiA CEN T TE- NANT SPACE r I- - I I t" i I ! 1 0 1 2 " HOT & COLD WATER UNDER BAR NORTH ' I I I; H ;; RE•EPTICM/ L (s CH E DULF A) I)(woito ! 1 I ----- 42)A-'20- -FLUE - C - 0 - 1/1B. VENT T I RCAF SHAFT. (INSTALL STRICTLY 2 r - — — _ ACCORDIN TO I IFEN AWAY FROM ANY AIR INTAKE !, d 1 L- ------- . • --,J 1 i . LETS, _ _ •. , 0 0 11 JAN -9 2008 PhvIIi Gt8,11E1 GENERAL NOTES 1. The service requirements shown on these plans are for food service equipment specified by Smith & Greene Company These plans are prepared and furnish for the purpose of indicating equipment service requirements and rough -in spotting locations only and do not relieve the General Contractor, Sub - Contractors, or other involved trades of the responsibility of the above parties to consult with the architect, owner or his representative concerning all other requirements of the building. 2. All miscellaneous parts and items including grease traps, grease interceptors, faucets, valves, traps, trim, wiring, magnetic starter, disconnects, electrical panels, thermal overload protection, cords, and plugs, etc. are supplied by the appropriate subcontractor unless otherwise specified on these plans or by separate written contract. 3. Plumbing, electrical, and refrigeration rough -in and final connections and hook -up shall be provided and performed by the respective subcontractors in compliance with applicable national, state, and local codes. All rough -ins are subject to change and verification pending the final selection and location of all equipment. 4. The General Contractor shall provide and install the proper backing for wall and ceiling mounted equipment, shelving, brackets, braces, table cantilever bases, stool cantilever brackets, hand railing, etc. As required and indicated on the Smith & Greene Company plans specifications and equipment brochures. 5. All items noted "existing, vendor, future, by other, and NIC (not in contract)" shall be verified by the respective subcontractor for size and requirements prior to rough -in and final connection. 6. The General Contractor shall provide non - combustible, one (1) hour -rated (minimum) wall(s) behind and adjacent to cooking equipment as required by national, state, and local codes and ordinances. 7. The General Contractor shall provide floor, wall, ceiling, and roof penetrations, and sleeves for refrigeration, syrup, inert gases, beer line(s) to accommodated the requirements and proper installation of all food service equipment. 8. It shall be the responsibility of the General Contractor to provide weather protection for all roof, floor and wall penetrations prior to and during the installation of the food service dealer's equipment and furnishings. 9. It shall be the responsibility of the General Contractor to properly seal all floor, roof and wall penetrations as required after the installation of the food service dealer's equipment and furnishings. 10. It shall be the responsibility of the General Contractor to notify Smith & Greene Company of any corrections, comments, or revisions on the plan set as approved for building permit, immediately upon receipt of said plans and permit, prior to site construction. All dimensions shown on these plans are measured from finished walls, floor, ceiling, and /or centerlines of utility rough -ins. The sub - contractors shall make necessary allowances for finishes during rough -in as required. SITE KEY PLAN NAME: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: FAX: EMAIL: STORE LOCATION: STORE NUMBER: LOCATION REFERENCE: SOUTHCENTER MALL STREET ADDRESS: 468 SOUTHCENTER MALL SUITE: - CITY: TUKWILLIA STATE: WA ZIP: 98188 COUNTRY: USA TENANT INFORMATION: DBA: CONTACT: MAILING ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: CEL: EMAIL: LANDLORD INFORMATION: GENERAL INFORMATION BLUE C SUSHI JAMES ALLARD / MADISON HOLDINGS 1617 BOYLSTON AVE SEATTLE WA 98122 (206) 568 -2312 X -2112 WESTFIELD CORP. INC. JOSHUA KIMMEL 11601 WILSHIRE BLVD 11TH FLOOR LOS ANGELES CA 90025 (310) 893 -4761 jkimmel@wesffieidcorp.net ARCHITECT INFORMATION: NAME: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: CEL: EMAIL: HIROSHI MATSUBARA GM STUDIO INC 1906 E PROSPECT ST. SEATTLE WA 98112 (206) 861-8255 (206) 992 -1477 hiroshi @gmstudio.us OWNER: see general information section CONTRACTOR: see general information section WATER & SEWER: Municipal EMPLOYEES: 3 EQUIPMENT: all equipment is NSF approved INTERIOR WALL SURFACES: Smooth finish & FRP wainscot in rest rooms and 2' above all food counter areas and sinks LIGHTING: New or Existing with min. of 20 foot candles (215 lux) of light in all food prep areas and 10 foot candles (100 lux) in storage areas. Shatter shields will be provided in food, work and storage areas. FOOD: 100% prepackaged and 100% single service HAND WASHING: A wall mounted single service towel and soap dispenser shall be provided at each hand sink SINKS & LAVS: All sinks and lavatories shall be supplied with hot (min. 120 degrees F) and cold running water under pressure with a 2" air gap between discharge and floor sink. All sinks and lavatories shall comply with EHP -883. HOOD EXHAUST SYSTEM: No hood exhaust system is required. FAUCETS: All faucets shall have a combination faucet. Mop sink faucet shall have an anti- siphon device FLOOR SINKS: All floor sinks shall be easily accessible and cleanable WATER HEATER: STORE HOURS: NOTE: 24 hours notification to the health department is required for all inspections prior to store opening. Project must meet county and state health department regulations criteria. HEALTH DEPARTMENT CRITERIA Water Heater shall be 50 gallon commercial type and shall provide 4500 to 6500 wattage; Separate 5 gallon rest room lavatory water heater Store hours shall be a maximum of 12 per day. Store is open from 10:00 a.m. to 10:00 p.m. mon. - sat. 12 noon to 6:00 p.m. sunday VICINITY MAP NOT TO SCALE THIS DRAWING AND THE INFORMATIONAL CONTENT HEREOF IS THE CONFIDENTIAL PROPERTY OF BLUE C SUSHI AND IS PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIR AGENTS AND CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND /OR ITS INFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR ANY PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION OF BLUE C, OR SMITH & GREENE COMPANY ACTING FOR BLUE C SUSHI BAR. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND. _ ..._ .: . ... .. .... .. -. - ,.. .,. _ - _ :.. -. - .._ -. -- _ . s ... __HO ,_ _ , _.. u _ .. _ .. .. _ _n , ... . .. -' K: - _ rf ^Kr�:N.xLt.1= 33;;t'c{SJ.e:'r._ ..s . . A», "iyYi ., ...w...'±i`t35.'s,:� _ _ "d 2'1 _ •:F «, ti :. .. ., Y:+ir ... Wit'. 'C .. .... 'k� .a i'Si ;5i".rr .—. •' 32G' . _ir, ""Y".y _ _iiA .l ".r .n_ . +iRe 3 �.x. .. ,. .r_. M1 e. t _... «. .,- _. .. a...- _.., __ «_' . .. a.' .._ _ _ _. _ _ v _. .. __ s, x. E3 . .- _ • : i .. .., --.. _-..._ - m. _ ..._.__ DESIGN TEAM CONTACTS: NAME: PHONE: FAX: EMAIL: BRICK BRUNTON (425) 988-6675 (425) 988 -6775 brick @smithandgreene.com S & G TEAM CONTACTS: NAME: PHONE: FAX: BRAD SMITH (425) -988 -6625 425- 988 -6725 EMAIL: Brads@smithandgreene.com F CODE REQUIREMENTS CODE ANALYSIS ( per 2001 C.I.B.C. ) FLOOR AREA CALCULATIONS: TOTAL USEABLE FLOOR - AREA: TOTAL SQ. FT. IN LEASE: BUILDING CONSTRUCTION TYPE: BUILDING IS: Exterior wall construction: PLAN REVIEW SERV. NO. Not permited < 5' Protected < 10' BUILDING IS FULLY SPRINKLERED: BUILDING PERMIT NUMBER: LEGAL DESCRIPTION: { 4245 square feet square feet EXISTING FACADE ONLY SR1152328 existing existing YES SPACE 468 SOUTHCENTER MALL, TUKWILLIA WASHINGTON (PARCEL #63642G-0010) J JAI - 9 2008 Pail: it 1 C;t6'J 1 t r 1 PERSON O 0 BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAID BRADSQsnithandgreene.con SHEET SIZE ARCH D SCALE: k"=1 BACKGROUND BY: GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: DRAWN DATE: 09 -14 -07 BRICK B. REV. BY: Date TEL 425 988 -6675 E-MAILU Brcksntthandgreene.Con CLYDE L. REY. DATE: I0 - 24 - 07 TEL 425 988 -6634 E -MA1Ll elyde8srdthandgreene.can SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FIR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. 01/07/08 Sheet # KC -0 SPOTTING PLAN 12/20/07 4 REV. BACKGRND. 12/07/07 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 N o. Revision /Issue Date GENERAL NOTES 1. The service requirements shown on these plans are for food service equipment specified by Smith & Greene Company These plans are prepared and furnish for the purpose of indicating equipment service requirements and rough -in spotting locations only and do not relieve the General Contractor, Sub - Contractors, or other involved trades of the responsibility of the above parties to consult with the architect, owner or his representative concerning all other requirements of the building. 2. All miscellaneous parts and items including grease traps, grease interceptors, faucets, valves, traps, trim, wiring, magnetic starter, disconnects, electrical panels, thermal overload protection, cords, and plugs, etc. are supplied by the appropriate subcontractor unless otherwise specified on these plans or by separate written contract. 3. Plumbing, electrical, and refrigeration rough -in and final connections and hook -up shall be provided and performed by the respective subcontractors in compliance with applicable national, state, and local codes. All rough -ins are subject to change and verification pending the final selection and location of all equipment. 4. The General Contractor shall provide and install the proper backing for wall and ceiling mounted equipment, shelving, brackets, braces, table cantilever bases, stool cantilever brackets, hand railing, etc. As required and indicated on the Smith & Greene Company plans specifications and equipment brochures. 5. All items noted "existing, vendor, future, by other, and NIC (not in contract)" shall be verified by the respective subcontractor for size and requirements prior to rough -in and final connection. 6. The General Contractor shall provide non - combustible, one (1) hour -rated (minimum) wall(s) behind and adjacent to cooking equipment as required by national, state, and local codes and ordinances. 7. The General Contractor shall provide floor, wall, ceiling, and roof penetrations, and sleeves for refrigeration, syrup, inert gases, beer line(s) to accommodated the requirements and proper installation of all food service equipment. 8. It shall be the responsibility of the General Contractor to provide weather protection for all roof, floor and wall penetrations prior to and during the installation of the food service dealer's equipment and furnishings. 9. It shall be the responsibility of the General Contractor to properly seal all floor, roof and wall penetrations as required after the installation of the food service dealer's equipment and furnishings. 10. It shall be the responsibility of the General Contractor to notify Smith & Greene Company of any corrections, comments, or revisions on the plan set as approved for building permit, immediately upon receipt of said plans and permit, prior to site construction. All dimensions shown on these plans are measured from finished walls, floor, ceiling, and /or centerlines of utility rough -ins. The sub - contractors shall make necessary allowances for finishes during rough -in as required. SITE KEY PLAN NAME: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: FAX: EMAIL: STORE LOCATION: STORE NUMBER: LOCATION REFERENCE: SOUTHCENTER MALL STREET ADDRESS: 468 SOUTHCENTER MALL SUITE: - CITY: TUKWILLIA STATE: WA ZIP: 98188 COUNTRY: USA TENANT INFORMATION: DBA: CONTACT: MAILING ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: CEL: EMAIL: LANDLORD INFORMATION: GENERAL INFORMATION BLUE C SUSHI JAMES ALLARD / MADISON HOLDINGS 1617 BOYLSTON AVE SEATTLE WA 98122 (206) 568 -2312 X -2112 WESTFIELD CORP. INC. JOSHUA KIMMEL 11601 WILSHIRE BLVD 11TH FLOOR LOS ANGELES CA 90025 (310) 893 -4761 jkimmel@wesffieidcorp.net ARCHITECT INFORMATION: NAME: CONTACT: ADDRESS: SUITE: CITY: STATE: ZIP: PHONE: CEL: EMAIL: HIROSHI MATSUBARA GM STUDIO INC 1906 E PROSPECT ST. SEATTLE WA 98112 (206) 861-8255 (206) 992 -1477 hiroshi @gmstudio.us OWNER: see general information section CONTRACTOR: see general information section WATER & SEWER: Municipal EMPLOYEES: 3 EQUIPMENT: all equipment is NSF approved INTERIOR WALL SURFACES: Smooth finish & FRP wainscot in rest rooms and 2' above all food counter areas and sinks LIGHTING: New or Existing with min. of 20 foot candles (215 lux) of light in all food prep areas and 10 foot candles (100 lux) in storage areas. Shatter shields will be provided in food, work and storage areas. FOOD: 100% prepackaged and 100% single service HAND WASHING: A wall mounted single service towel and soap dispenser shall be provided at each hand sink SINKS & LAVS: All sinks and lavatories shall be supplied with hot (min. 120 degrees F) and cold running water under pressure with a 2" air gap between discharge and floor sink. All sinks and lavatories shall comply with EHP -883. HOOD EXHAUST SYSTEM: No hood exhaust system is required. FAUCETS: All faucets shall have a combination faucet. Mop sink faucet shall have an anti- siphon device FLOOR SINKS: All floor sinks shall be easily accessible and cleanable WATER HEATER: STORE HOURS: NOTE: 24 hours notification to the health department is required for all inspections prior to store opening. Project must meet county and state health department regulations criteria. HEALTH DEPARTMENT CRITERIA Water Heater shall be 50 gallon commercial type and shall provide 4500 to 6500 wattage; Separate 5 gallon rest room lavatory water heater Store hours shall be a maximum of 12 per day. Store is open from 10:00 a.m. to 10:00 p.m. mon. - sat. 12 noon to 6:00 p.m. sunday VICINITY MAP NOT TO SCALE THIS DRAWING AND THE INFORMATIONAL CONTENT HEREOF IS THE CONFIDENTIAL PROPERTY OF BLUE C SUSHI AND IS PROVIDED SOLELY FOR THE USE OF AUTHORIZED FRANCHISEES, THEIR AGENTS AND CONTRACTORS. RECIPIENT AGREES NOT TO REPRODUCE, COPY, USE OR TRANSMIT THIS DRAWING AND /OR ITS INFORMATIONAL CONTENT, IN WHOLE OR IN PART, OR ALLOW SUCH ACTION BY OTHERS FOR ANY PURPOSE, EXCEPT WITH THE WRITTEN PERMISSION OF BLUE C, OR SMITH & GREENE COMPANY ACTING FOR BLUE C SUSHI BAR. RECIPIENT FURTHER AGREES TO SURRENDER THIS DRAWING AND ANY PERMITTED COPIES HEREOF UPON DEMAND. _ ..._ .: . ... .. .... .. -. - ,.. .,. _ - _ :.. -. - .._ -. -- _ . s ... __HO ,_ _ , _.. u _ .. _ .. .. _ _n , ... . .. -' K: - _ rf ^Kr�:N.xLt.1= 33;;t'c{SJ.e:'r._ ..s . . A», "iyYi ., ...w...'±i`t35.'s,:� _ _ "d 2'1 _ •:F «, ti :. .. ., Y:+ir ... Wit'. 'C .. .... 'k� .a i'Si ;5i".rr .—. •' 32G' . _ir, ""Y".y _ _iiA .l ".r .n_ . +iRe 3 �.x. .. ,. .r_. M1 e. t _... «. .,- _. .. a...- _.., __ «_' . .. a.' .._ _ _ _. _ _ v _. .. __ s, x. E3 . .- _ • : i .. .., --.. _-..._ - m. _ ..._.__ DESIGN TEAM CONTACTS: NAME: PHONE: FAX: EMAIL: BRICK BRUNTON (425) 988-6675 (425) 988 -6775 brick @smithandgreene.com S & G TEAM CONTACTS: NAME: PHONE: FAX: BRAD SMITH (425) -988 -6625 425- 988 -6725 EMAIL: Brads@smithandgreene.com F CODE REQUIREMENTS CODE ANALYSIS ( per 2001 C.I.B.C. ) FLOOR AREA CALCULATIONS: TOTAL USEABLE FLOOR - AREA: TOTAL SQ. FT. IN LEASE: BUILDING CONSTRUCTION TYPE: BUILDING IS: Exterior wall construction: PLAN REVIEW SERV. NO. Not permited < 5' Protected < 10' BUILDING IS FULLY SPRINKLERED: BUILDING PERMIT NUMBER: LEGAL DESCRIPTION: { 4245 square feet square feet EXISTING FACADE ONLY SR1152328 existing existing YES SPACE 468 SOUTHCENTER MALL, TUKWILLIA WASHINGTON (PARCEL #63642G-0010) J JAI - 9 2008 Pail: it 1 C;t6'J 1 t r 1 PERSON O 0 BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAID BRADSQsnithandgreene.con SHEET SIZE ARCH D SCALE: k"=1 BACKGROUND BY: GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: DRAWN DATE: 09 -14 -07 BRICK B. REV. BY: Date TEL 425 988 -6675 E-MAILU Brcksntthandgreene.Con CLYDE L. REY. DATE: I0 - 24 - 07 TEL 425 988 -6634 E -MA1Ll elyde8srdthandgreene.can SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FIR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. 01/07/08 Sheet # KC -0 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 - 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 No. Revision/Issue Date ''''tkigien4SIIRMAilit,tizaa ROOF MT'D ITEMS ort. sift -411,01 Ell7S 44 114N 4 111110 All 10 F .r,..7.4.1-3 •a- irW.-..r-try,rx•rrrlarr-trotr is-p., rml- , 1, , , ,.. ,.. . , •rtIrrt-r:...•!?,f,Ig.i:AWm•gi[:.e-N.,4-1-1-E-r-2-102,:m-t-.te.-i- . 2r., • • r- • 1- ..... • T Cotifri 00 Y'& 000 •?. ' ' ^ IllIrlIll 1:11:12111 1.1 121! 1 IIIIIIIIIIIjI iii 11111 ' III 59E±2 I q O,Tti lloa&O&ZI bli n op op emoi2o 000 .0 f.€9) 47) F BB T • [1 Ii C -- ) I 1111 APPROVED SUBJECT TO ORDINANCE EiD CC) DEC 26 2007 ea SEATTLE _ KI DIANE A (011 F- 11 S2:12-R EQUIPMENT PLAN Nacivat MADEWITHOUT HEALTH - -DEPARTMENT APPROVAL. . - _...• • "1- y.04 • • DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE_,, CLEANING AND AFTER SANITIZING PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED z - ACCORDING TO LAW (APPLICABLE LOCAL, AND STATUES, REGULATIONS AND ORDINANCES) . , Food that is certified for sanitation by an American National Standards (ANSO-acaiedited ceitification program (NSF Approved) will be aeetned to comply iiiith the food code cquipn7cnt & utensil tnaterials, c'onstrUCtitiii arid design , • Y A PRE-CriliNG. t-)SPECTION BY 111E lid, i',G COUNTV 'HEALTH LEPARTM1 0. 1' -'.''' "rA1RED PR1Ci lad OPER1 r:r , .,-4 Rilh ;L1 16 11-::: ' ' i •,' ' . ..,-, ' '' ' '''''' WAREWASHINGIDISHVVASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST kt401010EW? & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A . MIXING VALVE OR COMBINATIONFAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVII5EA FLOW OFWATERFOR AT LEASTIS SECONDS. - . FOOD AY4i DEGREES EAD y 4zi .tri c:O RL T : ON 7.:46bia4"e°1 REFRIGERATI :1;: _ 41 9 71 7 0 b ov : HOT GENERATION AND . _ . _ _ _ - DISTRIBUTION SYSTEMS SHALL BE . _ SUFFICIENT TO MEET THE PEAK HOT • . _ . WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHME FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE r BE5IGNEO CONSTRUCTED AND INSTALLED •• SO THEY, ARE SMOOTH, DURABLE AND kEASILYCLEANABLE:'2 - - edekEkabiR OTHER SO/TABLE FAcILITIES SHALL BE PROVIDED FOR - " - - 4_9 ER Y ST OF _ '1 CLOtHING AND OTHER - POSSESSIONS. • • . u uJ CO z w 0 LU I- .4 z w I- 0 4 ,1. SALES PERSON BACKGROUND EY: BRICK B. Date BRAD S./CARLOS B TEL, 425 988-6625 E-MAIL' BRADS'esnithartdoreene,con SHEET E RCH D SCALE: k"=1 GM STUDIO TEL (206) 992-1477 HIROSHI HATSUBARA CELL (206) 861-8255 DESIGN BY DRAWN DATE: 09-14-07 TEL 425 988-6675 BrIckEsrahandEreene.con REV. BY: REV. DATE: 10-24-07 CLYDE L. TEL, 425 988-6634 E elydeesmIthondgreene.con SHT. # INDEX KC -1 EQUIPMENT PLAN KC - 2 PLUMBING PLAN '648KBSM0140191APPBMIWIBIBIBEPIC 12/10/07 • -.- EQUIPMENT QTY EQUIPMENT CATEGORY SCHEDULE ITEM NO MANUFACTURER MODEL NUMBER " . 1 COM13 IMPERIAL CUSTOM MULTI-PAK 1A 1 REFER/FREEZER SYSTEM, REMOT IMPRIAL 1B En EVAPORATOR FREER COIL TBD TBD TBD .- - ------ XX-XX-BR XX-XX-NK3 1C IF 1G 2 • EVAPORATOR COOLER COIL FREEZER RACKS TBD ---7- INTERMETRO f Er • REFER RACKS IWTERMETRO JACKSON MSC WAREWASHER, DOOR. TYPE, LOW TEMP . 200LT 2.1 2.2 2.3 - . 3 3.1 . .. 3.2 SOIL DISH TABLE DISHTA BLE SORTING SHELF --- SSP SPOKANE SDT-72R SLANT-42-X "-- ----- --- PRE-RINSE FAUCET, WALL MOUNT FISHER 2210-WB WORK TABLE SSP VVT30S60-BS 1 . 1 WALL SHELF WALL SHELF SSP WS1860 WS1260 SSP 4 ,. 1 CLEAN DISH,3 COMP SSP CDT-96-300MP W.SLIDES 4.1 4.2 4.3 4.4 p _ 1 ✓ r r FAUCET, WALL MOUNT FISHER 3253 PRE-RINSE FAUCET, WALL MOUNT FISHER 2210-VVB I DISHTABLE,SLIDES SSP SLIDE RACKS SHELVING 4i X 14" 11303A4 WATER HEATER , SSP BY P,C. PS1442 A.O. SMITH 7 7.1 1 1 WORK TABLE SSP WT30S60-BS WALL SHELF SSP WS1860 7.2 1 WALL SHELF SSP WS1260 1 _. ▪ -i ERY_ER V FRYMASTER -----.--- -_ ------.__ WOLF RANGE GF1 4-SD CHR-6-29 _ ..--__. RANGE7RESTAURANWAS 117 1 CONEEQTIONERS/S,TOCKBOT U.S. RANGE SP-1844 4.1 11. _ 1 12 12.1 13, 13.1 -- 13.2 - 44' _ 15 16 17 COOKERTERICEam TOWNE DELUXE 1 _ r r{ r+ r l r RICE COOKER TABLE SSP WT2048-BS MIXER, COUNTER GLOBE FOOD EQUIPMENT SP20 MIXER STAND SSP MS22S30-STS 3 COMPTREP SINK 3C1723 WALL SHELF - SSP WS1860 WALL SHELF SSP TRUE FOOD SERVICE WS1260 REERIGERATDIV'UNDERCOUNTER TUC-60-32 WT30S60-STS 1 ISLAND WORK TABLE SSP TSTORAGE RACK INTERMETRO XX-XX-XXX 1 STORAGE RACK INTERMETRO XX-XX-XXX 18 19 20 21 22 23 24 25 _ 26 27• 27.1 28.1%. 30_1bp 31 31.1 32 32.1 32.2 _ .. _ . _____ F 3 L 1 3 4 ____ 35 1 STORAGE RACK INTERMETRO XX-XX-X;0( 1 HAND SINK, WALL MT. SSP EHS-14 1 EXHAUST HOOD CAPTIVE AIR ND5224-132 1 1 1 FIRE SUPRESSION ANSUL CUSTOM EXHAUST FAN & ROOF JACK CAPTVAIR CUSTOM CUSTOM MAKE UP AIRE UNIT CAPTVAIR 1 _._ 1 ELECTRICAL PACKAGE FOR HOODS SEISMIC TIE DOWNS FOR WALK INS CAPTVAIR CUSTOM IMPERIAL CUSTOM - FRIGERATTirelleedik SINK, PREP,2 COMPARTMENTS • FAUCET, BACKSPLASH MOUNT TRUE FOOD SERVICE TWT-48 SSP 2C23X23-24 FISHER C8771 !• - t SANDWICHLSALAURREa. TRUE FOOD SERVICE TSSU-27-8 REERAUNDERCOUNTER=MPACT TRUE FOOD SERVICE TWT-48 2 R R ,UNDERCOUNTERY_02MPACTE. -7..TfpoosERyLcE SSP TVV1-48 1 2 2 2 32.2 _____ 1 1 SINK, PREP, 2 COMPARTNIENTS 2C23X23-24 FAUCET, BACKSPLASH MOUNT FISHER ADVANCE TABCO C8771 DI-1-10 SINK, DROP-IN FAUCET, DECK MOUNT DISPENSER, HOT WATER SINK. HAND, WALL MOUNT SINK, HAND, WALL MOUNT SINK, MOP '' FISHER IN-SINK-ERATOR ADVANCE TABCO ADVANCE TABCO ADVANCE TABCO 3510 H-778 7-PS-66 7-PS-66 9-0P-20 8261 35.1 • - _ - 36 FAUCET, UTILITY FISHER ICE-O-MATIC BIN, ICE, B55PSTB - 36.1 ICE MAKER W/O BIN DROFqNiEHOT-WELL'Ss 0 :4 i1.111HOT'lli/Erfr ...._. DISPENSER, BEER ,. ICE-O-MATIC ICEO400FT 7 _, 87A1 .... B1 1 ... 1 1 WELLS WELLS SS-1OULTD SS-1OULTD TRUE FOOD SERVICE TRUE FOOD SERVICE GLASTENDER TOD-2CT-S BrY B3 B4 B5 1 BA.C.KBAMEQUIPMENT - 113B-2 DBA-36 CBA-36R-CP10 1 1 UNDERBAR FILLERS & DRAINBOARDS UNDERBAR COMB. ICE BIN GLASTENDER GLASTENDER 1 UNDERBAR BLENDER STATION BSA-12 B6 -- B7 B8 FD FS FS _ .. PO S __ V1 VIB .._ V2 r }r�rlN j NI�iN1re II I t UNDERBAR LIQUOR DISPLAY UNDERBAR FILLERS & DRAINBOARDS UNDERBAR HANDSINK FLOOR DRAIN [FLOOR SINK 3/4 GRATE FLOOR SINK 1/2 GRATE POS GLASTENDER LDA-12S DBA-12 HSA-12 GLASTENDER GLASTENDER BY P.C. BY P.C. BY P.C. FLYTECH FLUSH FLOOR DRAIN 12X12 314G 12X12 1/2G POS 600 TDB icesev COMBO (250) 30" - BAR GUN DISPENSER , ICE/BEVERAGE - BIB RACK BY VENDOR LANCER 6 UNITS 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 - 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 No. Revision/Issue Date ''''tkigien4SIIRMAilit,tizaa ROOF MT'D ITEMS ort. sift -411,01 Ell7S 44 114N 4 111110 All 10 F .r,..7.4.1-3 •a- irW.-..r-try,rx•rrrlarr-trotr is-p., rml- , 1, , , ,.. ,.. . , •rtIrrt-r:...•!?,f,Ig.i:AWm•gi[:.e-N.,4-1-1-E-r-2-102,:m-t-.te.-i- . 2r., • • r- • 1- ..... • T Cotifri 00 Y'& 000 •?. ' ' ^ IllIrlIll 1:11:12111 1.1 121! 1 IIIIIIIIIIIjI iii 11111 ' III 59E±2 I q O,Tti lloa&O&ZI bli n op op emoi2o 000 .0 f.€9) 47) F BB T • [1 Ii C -- ) I 1111 APPROVED SUBJECT TO ORDINANCE EiD CC) DEC 26 2007 ea SEATTLE _ KI DIANE A (011 F- 11 S2:12-R EQUIPMENT PLAN Nacivat MADEWITHOUT HEALTH - -DEPARTMENT APPROVAL. . - _...• • "1- y.04 • • DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE_,, CLEANING AND AFTER SANITIZING PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED z - ACCORDING TO LAW (APPLICABLE LOCAL, AND STATUES, REGULATIONS AND ORDINANCES) . , Food that is certified for sanitation by an American National Standards (ANSO-acaiedited ceitification program (NSF Approved) will be aeetned to comply iiiith the food code cquipn7cnt & utensil tnaterials, c'onstrUCtitiii arid design , • Y A PRE-CriliNG. t-)SPECTION BY 111E lid, i',G COUNTV 'HEALTH LEPARTM1 0. 1' -'.''' "rA1RED PR1Ci lad OPER1 r:r , .,-4 Rilh ;L1 16 11-::: ' ' i •,' ' . ..,-, ' '' ' '''''' WAREWASHINGIDISHVVASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST kt401010EW? & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A . MIXING VALVE OR COMBINATIONFAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVII5EA FLOW OFWATERFOR AT LEASTIS SECONDS. - . FOOD AY4i DEGREES EAD y 4zi .tri c:O RL T : ON 7.:46bia4"e°1 REFRIGERATI :1;: _ 41 9 71 7 0 b ov : HOT GENERATION AND . _ . _ _ _ - DISTRIBUTION SYSTEMS SHALL BE . _ SUFFICIENT TO MEET THE PEAK HOT • . _ . WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHME FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE r BE5IGNEO CONSTRUCTED AND INSTALLED •• SO THEY, ARE SMOOTH, DURABLE AND kEASILYCLEANABLE:'2 - - edekEkabiR OTHER SO/TABLE FAcILITIES SHALL BE PROVIDED FOR - " - - 4_9 ER Y ST OF _ '1 CLOtHING AND OTHER - POSSESSIONS. • • . u uJ CO z w 0 LU I- .4 z w I- 0 4 ,1. SALES PERSON BACKGROUND EY: BRICK B. Date BRAD S./CARLOS B TEL, 425 988-6625 E-MAIL' BRADS'esnithartdoreene,con SHEET E RCH D SCALE: k"=1 GM STUDIO TEL (206) 992-1477 HIROSHI HATSUBARA CELL (206) 861-8255 DESIGN BY DRAWN DATE: 09-14-07 TEL 425 988-6675 BrIckEsrahandEreene.con REV. BY: REV. DATE: 10-24-07 CLYDE L. TEL, 425 988-6634 E elydeesmIthondgreene.con SHT. # INDEX KC -1 EQUIPMENT PLAN KC - 2 PLUMBING PLAN '648KBSM0140191APPBMIWIBIBIBEPIC 12/10/07 • ) 4 REV. BACKGRND. 1 12/07/07 ROOF MT'D ITEMS ort. sift -411,01 Ell7S 44 114N 4 111110 All 10 F .r,..7.4.1-3 •a- irW.-..r-try,rx•rrrlarr-trotr is-p., rml- , 1, , , ,.. ,.. . , •rtIrrt-r:...•!?,f,Ig.i:AWm•gi[:.e-N.,4-1-1-E-r-2-102,:m-t-.te.-i- . 2r., • • r- • 1- ..... • T Cotifri 00 Y'& 000 •?. ' ' ^ IllIrlIll 1:11:12111 1.1 121! 1 IIIIIIIIIIIjI iii 11111 ' III 59E±2 I q O,Tti lloa&O&ZI bli n op op emoi2o 000 .0 f.€9) 47) F BB T • [1 Ii C -- ) I 1111 APPROVED SUBJECT TO ORDINANCE EiD CC) DEC 26 2007 ea SEATTLE _ KI DIANE A (011 F- 11 S2:12-R EQUIPMENT PLAN Nacivat MADEWITHOUT HEALTH - -DEPARTMENT APPROVAL. . - _...• • "1- y.04 • • DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE_,, CLEANING AND AFTER SANITIZING PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED z - ACCORDING TO LAW (APPLICABLE LOCAL, AND STATUES, REGULATIONS AND ORDINANCES) . , Food that is certified for sanitation by an American National Standards (ANSO-acaiedited ceitification program (NSF Approved) will be aeetned to comply iiiith the food code cquipn7cnt & utensil tnaterials, c'onstrUCtitiii arid design , • Y A PRE-CriliNG. t-)SPECTION BY 111E lid, i',G COUNTV 'HEALTH LEPARTM1 0. 1' -'.''' "rA1RED PR1Ci lad OPER1 r:r , .,-4 Rilh ;L1 16 11-::: ' ' i •,' ' . ..,-, ' '' ' '''''' WAREWASHINGIDISHVVASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST kt401010EW? & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER ATA TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A . MIXING VALVE OR COMBINATIONFAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVII5EA FLOW OFWATERFOR AT LEASTIS SECONDS. - . FOOD AY4i DEGREES EAD y 4zi .tri c:O RL T : ON 7.:46bia4"e°1 REFRIGERATI :1;: _ 41 9 71 7 0 b ov : HOT GENERATION AND . _ . _ _ _ - DISTRIBUTION SYSTEMS SHALL BE . _ SUFFICIENT TO MEET THE PEAK HOT • . _ . WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHME FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE r BE5IGNEO CONSTRUCTED AND INSTALLED •• SO THEY, ARE SMOOTH, DURABLE AND kEASILYCLEANABLE:'2 - - edekEkabiR OTHER SO/TABLE FAcILITIES SHALL BE PROVIDED FOR - " - - 4_9 ER Y ST OF _ '1 CLOtHING AND OTHER - POSSESSIONS. • • . u uJ CO z w 0 LU I- .4 z w I- 0 4 ,1. SALES PERSON BACKGROUND EY: BRICK B. Date BRAD S./CARLOS B TEL, 425 988-6625 E-MAIL' BRADS'esnithartdoreene,con SHEET E RCH D SCALE: k"=1 GM STUDIO TEL (206) 992-1477 HIROSHI HATSUBARA CELL (206) 861-8255 DESIGN BY DRAWN DATE: 09-14-07 TEL 425 988-6675 BrIckEsrahandEreene.con REV. BY: REV. DATE: 10-24-07 CLYDE L. TEL, 425 988-6634 E elydeesmIthondgreene.con SHT. # INDEX KC -1 EQUIPMENT PLAN KC - 2 PLUMBING PLAN '648KBSM0140191APPBMIWIBIBIBEPIC 12/10/07 • 18' 71) 3s" C-.18 GA. S/S PULLBOX 5 SIDED PULLBOX DETAIL CONCRETE FLOOR I WALL 1 A I BEVERAGE ONES FINISHED FLOOR PULLBOX PULLBOX F LT� ( 3 1 I r I ■ TYPICAL BEVERAGE CONDUIT INSTALLATION NO SCALE SODA DISPENSERS , LII I ��II t WATER PROOFING FIBERGLASS PACKING BY P.C. Pf = OR FO SEALANT FINISHED FLOOR BY G.C. AND WATER TIGHT METHOD A" ,I Z CAN TO SLAB KITH C ONCRCR ETE NABS PAC( ALL AROUND MTH THERMAFTBER WHERE OPENING IS SLC411fICANT THERMAFIBER PACING FULL DEPTH ALL AROUND BEVERAGE SLEEVE NO SCALE BEVERAGE CONDUIT TI ISTRUC TI N SODA LINES & INSULATION SLEEVE BY K.E.C. METHOD "B" STAINLESS STEEL SLEEVE BY KEG LED FUME 'N° STEEL FLAN SEAL BY P.C. 24" LAN. RADIUS BENDS LOCAL ODES NAY REQUIRE CR ALTERNATE IlK O C FFLOM PE?E1RAl10N THAN THOSE SON ABOVE, REFER TO DRMINGS M DRATMG NOTES RR COOK Sky AIII TRADE DICTA11a1. BEVERAGE SYSTEM CONDUIT SHALL BE 6" INSIDE DIAMETER MINIMUM BEND WITH 24" MINIMUM RADIUS EASY SWEEP BENDS AT AU. TURNS AND FLOOR PENETRATIONS. CONDUIT SHALT. BE RUN BELOW FLOOR SLAB WHEREVER POSSIBLE AND SHAD. BE ROUTED TO PROVIDE THE SHORTEST RUNS POSSIBLE. FOR ABOVE SLAB INSTALL- ATIONS OR WHERE CONDUIT PASSES THROUGH RETURN PLENUMS, PROVIDE 6" E.M.T. CONDUIT (PVC WILL NOT BE PERMITTED). INSTALL PULLBOX EVERY 75 LINEAR FEET OR EVERY 3 BENDS WHICH EVER OCCURS FIRST. ACCESS TO PULLBOXES MUST BE MAINTAINED UNTIL BEVERAGE ONES HAVE BEEN PULED. CONDUIT MUST BE WATER ncHt DEBURR ALL SHARP EDGES AND SAW CUTS ON INSIDE DIAMETER OF CONDUIT. PROVIDE 18 MINIMUM CENTERS ON CONTINUING STUB -UPS. STUB -UPS SHALL BE 6" A.F.F. CAP ENDS OF CONDUIT DURING CONSTRUCTION INSTALL ELECTRICIANS PULL• UNE IN CONDUIT UPON COMPLETION OF INSTALLATION AU. PENETRATIONS THROUGH FLOOR SHOULD BE SEALED AND FOAMED. • RAISER �u�6N W AGE LONG LLS S� =/ 1' -11" •..r •.•�.•-:ti'::3:f :;..•'- •.:•'••'.�'��•. � [: f L � -mss M 5•ti •.�.i ✓...: -41i� �• : - y'L .. ��. 4 -.. E I 13' -2" 4' -0" fTj BEV E61 1 4 TRE c+R: 8' -0" 1 3' -2" I E VE R 35 .a L.7 I IT I E i III E 9, L M rD "4 C, C, N� ao rd- I EN r 1' -9 " e / 3' -2" F- f 5'-6" 0 9' -7" 4' -0" ll1 L[ 1 -6" 0 ITEM NO 35 FD FS QTY 2 8 EQUIPMENT CATEGORY MOP SINK FLOOR DRAIN FLOOR SINK ?'. 9;•� _k'�+'y� -r ''f�. '��,- ..,'.�.�« �fn��'�-l�st n��r�' ""�,_L'•�i�e FLOOR PENETRATIONS Z a 1 - ll.r�e ?'� �KitY41rie';' a � 1-2 0= 0 Lt N 'kilt PLUMBING a rn a < REMARKS 3 0 3 0 FLUSH WITH FLOOR, SLOPE " 1 : 0 - 513A - 3 -7 FLUSH WITH FLOOR, SLOPE TO DRAIN NOTE: CUT GWB TO FIT CAVITY WHEN WALL RUNS PERPENDICULAR TO DECKING. BOTTOM OF STRUCTURAL SLAB ATTACH TOP TRACK TO STRUCTURE ABOVE W/ POWER ACTIVATED FASTENER 1/8 "0 3/4" MIN. PEN., 2' -0" O.C. SCHEDULED CEIUNG — 2" TRACK 1 LAYER 5/8" TYPE 'X' GWB EA SIDE OF 34" METAL STUDS 16" O.C. %" "FIRE TREATED PLYWOOD FROM 36" UP TO 84"(WALL BACKING) FILL CAVITY W/ ACOUSTIC BATT, TYP. %" "WONDERBOARD" UP 36" )6" "FRP" PANEL UP F/ 18" TO CEILING X" STAINLESS STEEL PANEL UP FROM FLOOR TO 18" FASTEN METAL RUNNER TO SLAB W/ PWR. ACTIVATED FASTENER 1/8" 0 3/4" MIN. PENETRATE 2' -0" O.C. SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING BEAD OF SILICONE FILL ALL GAPS CO PENETRATIONS W/ FIRE — CAULK /FIRETAPE MATERIAL ® WALL —TYPES Cl & C2 — WALLS TO MEET CODE REQUIREMENTS FOR 1 & 2—HR RATED PARTITIONS ACCORDINGLY. PARTITION TYPE A 1 1/2" = 1)_0)) ovo UNDERFLOOR SODA LINE CONDUIT UNDERFLOOR CONDUIT CONSTRUCTION (BY G.C.) 1. CONDUIT RUN UNDER FLOOR MUST HAVE SMOOTH INTERIOR. ANY CONDUIT MUST HAVE ONLY ONE (1) 24" RADIUS SWEEP BEND (45 OR 90 DEGREE) AT EACH END WITH NO ADDITIONAL BENDS IN THAT CONDUIT. PLUMBING STYLE P.V.C. FACTORY "L" ARE NOT ACCEPTABLE. 2. CONDUIT MUST BE CONSTRUCTED WITH TIGHT, INTERNALLY SMOOTH JOINTS AND MUST BE LEAK TIGHT. PRESSURE TEST AS REQUIRED PRIOR TO BACK— FILLING. 3. CONDUIT TO BE CAPPED AND SEALED AT BOTH ENDS DURING FURTHER CONSTRUCTION. INSTALLER TO TRIM EXPOSED ENDS TO 4" ABOVE FINISHED FLOOR DURING PRODUCT LINE INSTALLATION. AFTER PRODUCT UNES ARE INSTALLED, THE OPEN ENDS OF THE CONDUIT ARE TO BE FILLED AND SEALED (WATERTIGHT) APPROXIMATELY 2" TO 4" AT EACH END. SPECIFY AS: "PROVIDE CONDUIT AS DESCRIBED IN ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE TO MEET U.L. STANDARD 651, NEMA SPECIFICATION TC -2. ROBINTECH P.V.C. DUCT AND SWEEP ELBOWS OR EQUAL. DIAMETER TO BE AS INDICATED WITH MINIMUM BENDING RADIUS OF 24 ". PLUMBING STYLE P.V.C. FACTORY "L" ARE NOT ACCEPTABLE." UNDERFLOOR CONDUIT NO SCALE O • U • AN -9 2008 Date �oud� l GENIE r . r�0 1.-k Smith � COMPANY ALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAID HRADSQs4M andgr.vne.can SHEET E SIZ ARCH D SCALE: k=1 BACKGROUND BY: GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: PRAWN 09 -14 -07 BRICK B TEL 425 988 -6675 E -MAIL(' Brlck8snithandgreene.can REV. BY: CLYDE L. REV. DATE: I0 -24 -07 TEL 425 988 -6634 E-MALI clydeWsrdthandgreene.een SHT. # INDEX KC -0 SITE / TITLE KC - EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. Sheet # 01/07/08 SPOTTING PLAN 12/20/07 4 REV. BACKGRND. 12/07/07 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 '4 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 N o. Revision /Issue Date 18' 71) 3s" C-.18 GA. S/S PULLBOX 5 SIDED PULLBOX DETAIL CONCRETE FLOOR I WALL 1 A I BEVERAGE ONES FINISHED FLOOR PULLBOX PULLBOX F LT� ( 3 1 I r I ■ TYPICAL BEVERAGE CONDUIT INSTALLATION NO SCALE SODA DISPENSERS , LII I ��II t WATER PROOFING FIBERGLASS PACKING BY P.C. Pf = OR FO SEALANT FINISHED FLOOR BY G.C. AND WATER TIGHT METHOD A" ,I Z CAN TO SLAB KITH C ONCRCR ETE NABS PAC( ALL AROUND MTH THERMAFTBER WHERE OPENING IS SLC411fICANT THERMAFIBER PACING FULL DEPTH ALL AROUND BEVERAGE SLEEVE NO SCALE BEVERAGE CONDUIT TI ISTRUC TI N SODA LINES & INSULATION SLEEVE BY K.E.C. METHOD "B" STAINLESS STEEL SLEEVE BY KEG LED FUME 'N° STEEL FLAN SEAL BY P.C. 24" LAN. RADIUS BENDS LOCAL ODES NAY REQUIRE CR ALTERNATE IlK O C FFLOM PE?E1RAl10N THAN THOSE SON ABOVE, REFER TO DRMINGS M DRATMG NOTES RR COOK Sky AIII TRADE DICTA11a1. BEVERAGE SYSTEM CONDUIT SHALL BE 6" INSIDE DIAMETER MINIMUM BEND WITH 24" MINIMUM RADIUS EASY SWEEP BENDS AT AU. TURNS AND FLOOR PENETRATIONS. CONDUIT SHALT. BE RUN BELOW FLOOR SLAB WHEREVER POSSIBLE AND SHAD. BE ROUTED TO PROVIDE THE SHORTEST RUNS POSSIBLE. FOR ABOVE SLAB INSTALL- ATIONS OR WHERE CONDUIT PASSES THROUGH RETURN PLENUMS, PROVIDE 6" E.M.T. CONDUIT (PVC WILL NOT BE PERMITTED). INSTALL PULLBOX EVERY 75 LINEAR FEET OR EVERY 3 BENDS WHICH EVER OCCURS FIRST. ACCESS TO PULLBOXES MUST BE MAINTAINED UNTIL BEVERAGE ONES HAVE BEEN PULED. CONDUIT MUST BE WATER ncHt DEBURR ALL SHARP EDGES AND SAW CUTS ON INSIDE DIAMETER OF CONDUIT. PROVIDE 18 MINIMUM CENTERS ON CONTINUING STUB -UPS. STUB -UPS SHALL BE 6" A.F.F. CAP ENDS OF CONDUIT DURING CONSTRUCTION INSTALL ELECTRICIANS PULL• UNE IN CONDUIT UPON COMPLETION OF INSTALLATION AU. PENETRATIONS THROUGH FLOOR SHOULD BE SEALED AND FOAMED. • RAISER �u�6N W AGE LONG LLS S� =/ 1' -11" •..r •.•�.•-:ti'::3:f :;..•'- •.:•'••'.�'��•. � [: f L � -mss M 5•ti •.�.i ✓...: -41i� �• : - y'L .. ��. 4 -.. E I 13' -2" 4' -0" fTj BEV E61 1 4 TRE c+R: 8' -0" 1 3' -2" I E VE R 35 .a L.7 I IT I E i III E 9, L M rD "4 C, C, N� ao rd- I EN r 1' -9 " e / 3' -2" F- f 5'-6" 0 9' -7" 4' -0" ll1 L[ 1 -6" 0 ITEM NO 35 FD FS QTY 2 8 EQUIPMENT CATEGORY MOP SINK FLOOR DRAIN FLOOR SINK ?'. 9;•� _k'�+'y� -r ''f�. '��,- ..,'.�.�« �fn��'�-l�st n��r�' ""�,_L'•�i�e FLOOR PENETRATIONS Z a 1 - ll.r�e ?'� �KitY41rie';' a � 1-2 0= 0 Lt N 'kilt PLUMBING a rn a < REMARKS 3 0 3 0 FLUSH WITH FLOOR, SLOPE " 1 : 0 - 513A - 3 -7 FLUSH WITH FLOOR, SLOPE TO DRAIN NOTE: CUT GWB TO FIT CAVITY WHEN WALL RUNS PERPENDICULAR TO DECKING. BOTTOM OF STRUCTURAL SLAB ATTACH TOP TRACK TO STRUCTURE ABOVE W/ POWER ACTIVATED FASTENER 1/8 "0 3/4" MIN. PEN., 2' -0" O.C. SCHEDULED CEIUNG — 2" TRACK 1 LAYER 5/8" TYPE 'X' GWB EA SIDE OF 34" METAL STUDS 16" O.C. %" "FIRE TREATED PLYWOOD FROM 36" UP TO 84"(WALL BACKING) FILL CAVITY W/ ACOUSTIC BATT, TYP. %" "WONDERBOARD" UP 36" )6" "FRP" PANEL UP F/ 18" TO CEILING X" STAINLESS STEEL PANEL UP FROM FLOOR TO 18" FASTEN METAL RUNNER TO SLAB W/ PWR. ACTIVATED FASTENER 1/8" 0 3/4" MIN. PENETRATE 2' -0" O.C. SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING BEAD OF SILICONE FILL ALL GAPS CO PENETRATIONS W/ FIRE — CAULK /FIRETAPE MATERIAL ® WALL —TYPES Cl & C2 — WALLS TO MEET CODE REQUIREMENTS FOR 1 & 2—HR RATED PARTITIONS ACCORDINGLY. PARTITION TYPE A 1 1/2" = 1)_0)) ovo UNDERFLOOR SODA LINE CONDUIT UNDERFLOOR CONDUIT CONSTRUCTION (BY G.C.) 1. CONDUIT RUN UNDER FLOOR MUST HAVE SMOOTH INTERIOR. ANY CONDUIT MUST HAVE ONLY ONE (1) 24" RADIUS SWEEP BEND (45 OR 90 DEGREE) AT EACH END WITH NO ADDITIONAL BENDS IN THAT CONDUIT. PLUMBING STYLE P.V.C. FACTORY "L" ARE NOT ACCEPTABLE. 2. CONDUIT MUST BE CONSTRUCTED WITH TIGHT, INTERNALLY SMOOTH JOINTS AND MUST BE LEAK TIGHT. PRESSURE TEST AS REQUIRED PRIOR TO BACK— FILLING. 3. CONDUIT TO BE CAPPED AND SEALED AT BOTH ENDS DURING FURTHER CONSTRUCTION. INSTALLER TO TRIM EXPOSED ENDS TO 4" ABOVE FINISHED FLOOR DURING PRODUCT LINE INSTALLATION. AFTER PRODUCT UNES ARE INSTALLED, THE OPEN ENDS OF THE CONDUIT ARE TO BE FILLED AND SEALED (WATERTIGHT) APPROXIMATELY 2" TO 4" AT EACH END. SPECIFY AS: "PROVIDE CONDUIT AS DESCRIBED IN ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE TO MEET U.L. STANDARD 651, NEMA SPECIFICATION TC -2. ROBINTECH P.V.C. DUCT AND SWEEP ELBOWS OR EQUAL. DIAMETER TO BE AS INDICATED WITH MINIMUM BENDING RADIUS OF 24 ". PLUMBING STYLE P.V.C. FACTORY "L" ARE NOT ACCEPTABLE." UNDERFLOOR CONDUIT NO SCALE O • U • AN -9 2008 Date �oud� l GENIE r . r�0 1.-k Smith � COMPANY ALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAID HRADSQs4M andgr.vne.can SHEET E SIZ ARCH D SCALE: k=1 BACKGROUND BY: GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: PRAWN 09 -14 -07 BRICK B TEL 425 988 -6675 E -MAIL(' Brlck8snithandgreene.can REV. BY: CLYDE L. REV. DATE: I0 -24 -07 TEL 425 988 -6634 E-MALI clydeWsrdthandgreene.een SHT. # INDEX KC -0 SITE / TITLE KC - EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. Sheet # 01/07/08 EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY MODEL NUMBER COLD WATER SIZE (IN) COLD WATER AFF (IN) HOT WATER SIZE (IN) HOT WATER AFF (IN) DIRECT DRAIN SIZE (IN) DIRECT DRAIN AFF (IN) INDIR DRAIN SIZE (IN) INDIR DRAIN AFF (IN) (NI) 3ZIS SYS MBTUH GAS AFF (IN) PLUMBING REMARKS 1B 1 EVAPORATOR FREEZER COIL TBD 1 +60 AIR -GAP TO FS 1C 1 EVAPORATOR COOLER COIL TBD 1 +60 AIR -GAP TO FS 2 1 WAREWASHER, DOOR TYPE, LOW TEMP 200LT 0.75 10.5 1.5 15 AIR -GAP TO FS 2.1 1 SOIL DISH TABLE SDT -72R PER CODE (TO GT) 2.3 1 PRE -RINSE FAUCET, WALL MOUNT 2210 -WB 0.5 18 0.5 18 4 1 CLEAN DISH - 3 COMP CDT- 96 -3COMP W.SLIDES AIR -GAP TO FS (TO GT) 4.1 1 FAUCET, WALL MOUNT 3253 0.5 18 0.5 18 4.2 1 PRE -RINSE FAUCET, WALL MOUNT 2210 -WB 0.5 18 0.5 18 6 1 100 GAL WATER HEATER A.O. SMITH PER P.0 / LOCAL CODES AIR -GAP TO FD 8 2 FRYER, DEEP FAT, GAS GF14 -SD 0.75 90 14 9 1 RANGE, RESTAURANT, GAS CHR -6 -29 0.75 186 31 10 1 CONFECTIONERS /STOCK POT SP -1844 0.75 45 18.5 11 2 COOKER, RICE DELUXE .75 32 24 13 1 3 COMP PREP SINK W/FCT (FISHER 3253) 3C1723 /FISHER 3253 .5 18 .5 18 (3)2 16 AIR -GAP TO FS 19 1 HAND SINK, WALL MT. W FCT(FISHER 8261) EHS -14 .5 21 .5 21 1.5 24 27 1 SINK, PREP, 2 COMPARTMENTS 2C23X23 -24 (2) 2 16 AIR -GAP TO FS 27.1 1 FAUCET, BACKSPLASH MOUNT C8771 0.5 18 0.5 18 31 1 SINK, PREP, 2 COMPARTMENTS 2C23X23 -24 (2) 2 16 AIR -GAP TO FS 31.1 1 FAUCET, BACKSPLASH MOUNT C8771 0.5 18 0.5 18 32 2 HAND SINK, DROP -IN DI -1 -10 1.5 24 32.1 2 FAUCET, DECK MOUNT 3510 0.5 21 0.5 21 32.2 32.2 DISPENSER, HOT WATER H -778 0.25 18 33 1 SINK, HAND, WALL MOUNT 7 -PS-66 .5 21 .5 21 1.5 24 34 1 SINK, HAND, WALL MOUNT 7 -PS-66 .5 21 .5 21 1.5 24 35 1 SINK, MOP 9 -OP -20 3 0 35.1 1 FAUCET, UTILITY 8261 0.5 36 0.5 36 36 1 BIN, ICE B55PSTB 0.75 7 AIR -GAP TO FS 36.1 1 ICE MAKER W/O BIN ICE0400FT 0.375 0.75 56 AIR -GAP TO FS 37 2 DROP -IN, HOT WELLS SS- 10ULTD 0.5 27 AIR -GAP TO FS 37.1 2 DROP -IN, HOT WELLS SS- 10ULTD 0.5 27 AIR -GAP TO FS B1 1 DISPENSER, BEER TDD -2CT -S 0.5 3 AIR -GAP TO FS B3 1 UNDERBAR FILLERS & DRAINBOARDS DBA -36 1.5 27 AIR -GAP TO FS B4 1 UNDERBAR COMB. ICE BIN CBA- 36R -CP10 1.5 14 AIR -GAP TO FS 0.75 14 AIR -GAP TO FS B5 1 UNDERBAR BLENDER STATION BSA -12 0.375 12 0.375 12 1.5 23 AIR -GAP TO FS B7 1 UNDERBAR FILLERS & DRAINBOARDS DBA -12 1.5 27 AIR -GAP TO FS 58 1 UNDERBAR HANDSINK HSA -12 0.375 12 0.375 12 1.5 12 FD 2 FLOOR DRAIN FLUSH FLOOR DRAIN 3 0 FS 2 FLOOR SINK 3/4 GRATE 12X12 3/40 3 -7 FLUSH TO FINISHED FLOOR FS 6 FLOOR SINK 1/2 GRATE 12X12 1/2G 3 -7 GT 1 GREASE TRAP 2700 -20-40 3 10 LAV 2 SINK, LAV TBD 1/2 20 1/2 20 1 1/2 18 V1B 1 DISPENSER, ICE/BEVERAGE ICE/BEV COMBO (250) 30" .375 12 .75 36 AIR -GAP TO FS WC 4 WATER CLOSET TBD 1/2 6 3 0 . srta rcrnsvn IL BRAD S. /CARLOS B. TEL 425 988 -6625 E -HAILI BRADS2snfthandpreent.ccn SHEET SIZE ARCH D SCALE: i " =I' O 4 BACKGROUND BY GM STUDIO TEL (206) 992 -1477 HIImSHI HATSUBARA CELL (206) 861 -8255 12/07/07 '� DESIGN BY DRAWN DATE: BRICK B. 09 -14 -07 TEL 425 988 -6675 E - 4441L0 BrIckesmIthandpreene.can REV. BACKGRND. REV. 8Y: REV. DATE: CLYDE L. -24 -07 TEL. 425 988 -6634 E -HAILL dydeesnithandpreene.can 2 r (37 ( ��1.. _xw�2 _:vSL•. •gyi:...r: �1rI�'! ",_ c... r_.. =.v. ' ?..^.:•::?:�C • • i d O J VERA_er � = :1 CH � r L5 E V ERgG E J .•r.= ...... ---- VA \-\ , ' \ i • _ - �:.,,. +' ,:;r•... - , : _ _ _s „s- {:.,,y� s_ = a o-�. - _ fir•.,,_ .s:_: b �_ • ;, -•°s° % 1: III!!II► HW -CW & DRAIN HW -HOT WATER, OR CW -COLD WATER WASTE, DIRECT - CONNECTED UNLESS NOTED "OPEN HUB" FLOOR SINK, W/ 1/2 GRATE INDIRECT WASTE FLOOR DRAIN GAS CONNECTION PLUMBING NOTES 1. PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES. PLUMBING CONTRACTOR RESPONISBLE FOR CODE REQUIRMENT MODIFICATIONS 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND CONNECT ALL WATER, AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED WITH FOOD SERVICE AND BEVERAGE EQUIPMENT. PLUMBING CONRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMENTS, IF NEEDED P LUMBING SYMBOLS ITEM NO QTY EQUIPMENT CATEGORY 35 1 MOP SINK . FD 2 FLOOR DRAIN ..._._..._ .- ----- -_-- _..,__...._. _ FS � - a FLOOR SINK �...._.__.. �__ FLOOR PENETRATIONS PLUMBING REMARKS 0 FLUSH WITH FLOOR, SLOPE TO DRAIN - - FLUSH WITH FLOOR, SLOPE TO DRAIN N* .- 0 SHT. # INDEX KC -1 EQUIPMENT PLAN KC - 2 PLUMBING PLAN Date 12/10/07 Sheet # KC-2 "Y'z5,'-twfF tici J 4 REV. BACKGRND. 12/07/07 '� 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 3 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 N o. Revision /Issue - Date r (37 ( ��1.. _xw�2 _:vSL•. •gyi:...r: �1rI�'! ",_ c... r_.. =.v. ' ?..^.:•::?:�C • • i d O J VERA_er � = :1 CH � r L5 E V ERgG E J .•r.= ...... ---- VA \-\ , ' \ i • _ - �:.,,. +' ,:;r•... - , : _ _ _s „s- {:.,,y� s_ = a o-�. - _ fir•.,,_ .s:_: b �_ • ;, -•°s° % 1: III!!II► HW -CW & DRAIN HW -HOT WATER, OR CW -COLD WATER WASTE, DIRECT - CONNECTED UNLESS NOTED "OPEN HUB" FLOOR SINK, W/ 1/2 GRATE INDIRECT WASTE FLOOR DRAIN GAS CONNECTION PLUMBING NOTES 1. PLUMBING PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS WITH DIMENSIONS AND CAPACITIES. PLUMBING CONTRACTOR RESPONISBLE FOR CODE REQUIRMENT MODIFICATIONS 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND CONNECT ALL WATER, AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 3. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED WITH FOOD SERVICE AND BEVERAGE EQUIPMENT. PLUMBING CONRACTOR SHALL FURNISH AND INSTALL ALL INDIRECT WASTE LINES FROM FOOD SERVICE AND BEVERAGE EQUIPMENT TO FLOOR DRAINS AND SINKS AND INSULATE WASTE LINES FROM ICE BINS, EVAPORATORS AND BAIN MARIES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ADA BATHROOM COMPLIANCE AND WITH LOCAL CODE REQUIRMENTS, IF NEEDED P LUMBING SYMBOLS ITEM NO QTY EQUIPMENT CATEGORY 35 1 MOP SINK . FD 2 FLOOR DRAIN ..._._..._ .- ----- -_-- _..,__...._. _ FS � - a FLOOR SINK �...._.__.. �__ FLOOR PENETRATIONS PLUMBING REMARKS 0 FLUSH WITH FLOOR, SLOPE TO DRAIN - - FLUSH WITH FLOOR, SLOPE TO DRAIN N* .- 0 SHT. # INDEX KC -1 EQUIPMENT PLAN KC - 2 PLUMBING PLAN Date 12/10/07 Sheet # KC-2 "Y'z5,'-twfF tici J Rte". -aZ. 1 /4" = 1' -0 "" .''':er:.e �"�'i'� }:'e`r.::C�r ': Sa'% !:r ?`E`_t +r:r:¢'r:;i {`tre_Fi$'y [?Y,"t: .:•�:i�� 10' -O" MOUNT UNDER TABLE MOUNT UNDER TABLE CASEWORK W/P -LAM _ -- 1._ -_ �_ -AD SYMBOLS 1 0 FIXTURE MOUNTED JUNCTION BOX REMOTE MANUAL PULL STATION FIXTURE MOUNTED RECEPTACLE INCANDESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE FIELD WIRING RUNS DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED OR IF 42" A.F.F. IS INDICATED, MOUNT OUTLET HORIZONAL SIMPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED Q J. HARD WIRE CONNECTION POINT 2 JUNCTION BOX, VERTICALLY MOUNTED SWITCH • SPECIAL PURPOSE OUTLET, VOLTAGE AS INDICATED, GROUND TYPE, VERTICALLY MOUNTED ELECTRICAL NOTES 1. ELECTRICAL PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS AND DIMENSIONS WITH CAPACITIES. ELECTRICIAN IS RESPONISBLE FOR VARIATIONS TO MEET CODE REQUIREMENTS. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120 / 208 VOLTS, 1 AND 3 PHASE, 60 HERTZ, 4 WIRE SYSTEM. 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONDUIT SHALL HAVE 24" (600MM) MINIMUM RADIUS BENDS. 5. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WfTH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S ELECTRIC SCHEDULE ITEM ELEC NO QTY EQUIPMENT CATEGORY REMARKS 1 1 COMBO WALKIN /LTS&CNTRLS 20.0 120 1 60 X 108 VERIFY 1A 1 REFER/FREEZER SYSTEM, REMOTE 208 3 60 X 30 1B 1 EVAPORATOR FREEZER COIL 120/208 1 60 X VERIFY 1C 1 EVAPORATOR COOLER COIL 120/208 1 60 X VERIFY 2 1 WAREWASHER, DOOR TYPE, LOW TEMP 11.4 .75 120 1 60 X 66 6 1 100 GAL WATER HEATER 120 1 60 X VERIFY W/PC 12 1 MIXER, COUNTER 10.0 0.5 120 1 60 X 5-15P 46 14 1 REFRIGERATOR, UNDERCOUNTER 5.1 0.2 120 1 60 X 5 -15P 12 STUB UP 20 1 EXHAUST HOOP VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 103 21 1 FIRE SUPRESSION VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 108+ 22 1 EXHAUST FAN & ROOF JACK VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 23 1 MAKE UP AIRS UNIT VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 24 1 ELECTRICAL PACKAGE FOR HOODS VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 26 1 REFRIGERATOR, UC, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 28 1 REFR, SANDWICH/SALAD PREP 4.9 0.2 120 1 60 X 5-15P 12 29 1 REFR, UNDERCOUNTER, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 30 2 REFR, UNDERCOUNTER, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 32,2 1 DISPENSER, HOT WATER 11.3 1.3 120 1 60 X 5-15P 12 36,1 1 ICE MAKER W/O BIN 14.4 120 1 60 X 74 37 2 DROP -IN, HOT WELLS 6.9 0.8 120 1 60 X 24 $7.1 2 DROP -IN, HOT WELLS 6.9 0.8 120 1 60 X 24 21 1 DISPENSER, BEER 8,5 0,33 120 1 60 X 5-15P 6 B2 1 BACK BAR EQUIPMENT 8,5 0.33 120 1 60 X 5-15P 12 CNi 5 CONVENIENCE OUTLET 15.0 120 1 60 X 5-15P 12 CN2 10 CONVENIENCE OUTLET 15.0 120 1 60 X 5-15P 46 GN3 2 CONVENIENCE OUTLET 15.0 120 1 60 X 6 DAT 4 DATA & PHONE JACK 15.0 120 1 60 X 5.15P 44 DEDECATED CIRCUIT P0S 4 POS 3.0 120 1 60 X 5-15P 30 SEE NOTE A VH2 1 HOOD VAPOR 120/208 1 60 VERIFY ROOF MW FAN V1 1 BAR GUN 3.5 120 1 60 X 5-15P 12 VERIFY W/VENDOR V113 2 DISPENSER, ICE/BEVERAGE 3.5 120 1 60 X 5-15P 24 V2 1 BIB RACK 10.0 120 1 60 X 5-15P 12 NOTE: ALL DIM'S CALLED AFF IN SCHEDULE ARE TO CENTER OF BOX TYPICAL ANSUL R -102 SYSTEM LAYOUT OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL NOTE "A" 120V, 1 PHASE, SERVICE, 10.0 AMPS, STUB AS NOTED, CONNECT AT POS /PRE -CHECK STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADD PHONE LINE, PROVIDE EMPTY J -BOX WITH CONDUIT FOR INTERCONNECTING POS SYSTEM, CREDIT CARD, DSL, PHONE & FAX LINE) (VERIFY ALL REQUIRMENTS WITH POS SYSTEM SUPPLIER.) NOTE ALL WALL MOUNT ELECTRICAL RECEPTICLES AND J -BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED CONDUIT SHOWING ON SURFACE OF WALLS. ARCHITECT TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. N -9 2008 SALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E- MAIL. BRADSRsnithandgreene.CVn SHEET 512E ARCH D SCALE: )" =1•0° BACKGROUND BY GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL (206) 861 -8255 DESIGN BY: DRAWN PATE= I4 -07 09 - BRICK B. TEL 425 988 -6675 E - MAIL4 Brlck2sr1thandgreene,eon REY. BY: REV. DATE CLYDE Le to -z4Wo7 TEL. 425 988 -6634 E - MAUI etydeR.snithandgreene.con SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. krIBEIVIIKIEBORIGIMI VII f UtN f EFH Data 01/07/08 Sheet # KC-3 , 44, 9 ,, SPOTTING PLAN 12/20/07 4 REV. BACKGRND. 12/07/07 3 REV. BACKGRND. 12/04/07 ;4 2 REV. EQUIPMENT 10/24/07 1 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 s' N o. Revision /Issue Date Rte". -aZ. 1 /4" = 1' -0 "" .''':er:.e �"�'i'� }:'e`r.::C�r ': Sa'% !:r ?`E`_t +r:r:¢'r:;i {`tre_Fi$'y [?Y,"t: .:•�:i�� 10' -O" MOUNT UNDER TABLE MOUNT UNDER TABLE CASEWORK W/P -LAM _ -- 1._ -_ �_ -AD SYMBOLS 1 0 FIXTURE MOUNTED JUNCTION BOX REMOTE MANUAL PULL STATION FIXTURE MOUNTED RECEPTACLE INCANDESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE FIELD WIRING RUNS DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED OR IF 42" A.F.F. IS INDICATED, MOUNT OUTLET HORIZONAL SIMPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, VERTICALLY MOUNTED Q J. HARD WIRE CONNECTION POINT 2 JUNCTION BOX, VERTICALLY MOUNTED SWITCH • SPECIAL PURPOSE OUTLET, VOLTAGE AS INDICATED, GROUND TYPE, VERTICALLY MOUNTED ELECTRICAL NOTES 1. ELECTRICAL PLAN SHOWS ROUGH -IN AND CONNECTION LOCATIONS AND DIMENSIONS WITH CAPACITIES. ELECTRICIAN IS RESPONISBLE FOR VARIATIONS TO MEET CODE REQUIREMENTS. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120 / 208 VOLTS, 1 AND 3 PHASE, 60 HERTZ, 4 WIRE SYSTEM. 3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONDUIT SHALL HAVE 24" (600MM) MINIMUM RADIUS BENDS. 5. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WfTH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S ELECTRIC SCHEDULE ITEM ELEC NO QTY EQUIPMENT CATEGORY REMARKS 1 1 COMBO WALKIN /LTS&CNTRLS 20.0 120 1 60 X 108 VERIFY 1A 1 REFER/FREEZER SYSTEM, REMOTE 208 3 60 X 30 1B 1 EVAPORATOR FREEZER COIL 120/208 1 60 X VERIFY 1C 1 EVAPORATOR COOLER COIL 120/208 1 60 X VERIFY 2 1 WAREWASHER, DOOR TYPE, LOW TEMP 11.4 .75 120 1 60 X 66 6 1 100 GAL WATER HEATER 120 1 60 X VERIFY W/PC 12 1 MIXER, COUNTER 10.0 0.5 120 1 60 X 5-15P 46 14 1 REFRIGERATOR, UNDERCOUNTER 5.1 0.2 120 1 60 X 5 -15P 12 STUB UP 20 1 EXHAUST HOOP VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 103 21 1 FIRE SUPRESSION VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 108+ 22 1 EXHAUST FAN & ROOF JACK VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 23 1 MAKE UP AIRS UNIT VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 24 1 ELECTRICAL PACKAGE FOR HOODS VERIFY LIGHTS & CNTRLS. (SEE SHOPS) 26 1 REFRIGERATOR, UC, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 28 1 REFR, SANDWICH/SALAD PREP 4.9 0.2 120 1 60 X 5-15P 12 29 1 REFR, UNDERCOUNTER, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 30 2 REFR, UNDERCOUNTER, COMPACT 5.0 0.2 120 1 60 X 5-15P 12 32,2 1 DISPENSER, HOT WATER 11.3 1.3 120 1 60 X 5-15P 12 36,1 1 ICE MAKER W/O BIN 14.4 120 1 60 X 74 37 2 DROP -IN, HOT WELLS 6.9 0.8 120 1 60 X 24 $7.1 2 DROP -IN, HOT WELLS 6.9 0.8 120 1 60 X 24 21 1 DISPENSER, BEER 8,5 0,33 120 1 60 X 5-15P 6 B2 1 BACK BAR EQUIPMENT 8,5 0.33 120 1 60 X 5-15P 12 CNi 5 CONVENIENCE OUTLET 15.0 120 1 60 X 5-15P 12 CN2 10 CONVENIENCE OUTLET 15.0 120 1 60 X 5-15P 46 GN3 2 CONVENIENCE OUTLET 15.0 120 1 60 X 6 DAT 4 DATA & PHONE JACK 15.0 120 1 60 X 5.15P 44 DEDECATED CIRCUIT P0S 4 POS 3.0 120 1 60 X 5-15P 30 SEE NOTE A VH2 1 HOOD VAPOR 120/208 1 60 VERIFY ROOF MW FAN V1 1 BAR GUN 3.5 120 1 60 X 5-15P 12 VERIFY W/VENDOR V113 2 DISPENSER, ICE/BEVERAGE 3.5 120 1 60 X 5-15P 24 V2 1 BIB RACK 10.0 120 1 60 X 5-15P 12 NOTE: ALL DIM'S CALLED AFF IN SCHEDULE ARE TO CENTER OF BOX TYPICAL ANSUL R -102 SYSTEM LAYOUT OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL NOTE "A" 120V, 1 PHASE, SERVICE, 10.0 AMPS, STUB AS NOTED, CONNECT AT POS /PRE -CHECK STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADD PHONE LINE, PROVIDE EMPTY J -BOX WITH CONDUIT FOR INTERCONNECTING POS SYSTEM, CREDIT CARD, DSL, PHONE & FAX LINE) (VERIFY ALL REQUIRMENTS WITH POS SYSTEM SUPPLIER.) NOTE ALL WALL MOUNT ELECTRICAL RECEPTICLES AND J -BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED CONDUIT SHOWING ON SURFACE OF WALLS. ARCHITECT TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. N -9 2008 SALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E- MAIL. BRADSRsnithandgreene.CVn SHEET 512E ARCH D SCALE: )" =1•0° BACKGROUND BY GM STUDIO TEL (206) 992 -1477 HIROSHI MATSUBARA CELL (206) 861 -8255 DESIGN BY: DRAWN PATE= I4 -07 09 - BRICK B. TEL 425 988 -6675 E - MAIL4 Brlck2sr1thandgreene,eon REY. BY: REV. DATE CLYDE Le to -z4Wo7 TEL. 425 988 -6634 E - MAUI etydeR.snithandgreene.con SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. krIBEIVIIKIEBORIGIMI VII f UtN f EFH Data 01/07/08 Sheet # KC-3 , 44, 9 ,, HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING H ppD WEIGHT TYPE QTY HEIGHT LENGTH QTY, TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 SS Baffle with Handles 2 16' 16' 4 Incandescent Light Fix NO Left 3025 311110FP 1 Light 1 Fan Outside NO 491 LBS. 5 16' 20' 2 N/A 0 2 4824 VHB -G 4' 0.00'Nor1. 4' 0.00'OD 700 Deg. 600 10' 10' NO 155 LBS. HOOD NO. MODEL LENGTH MAX, COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 5424 ND -2 11' 0.00'Nom. 11' 0.00'OD 600 Deg. 3025 10' a9' 3025 - 0.599r 0 430 SS Where Exposed ALONE N/A 2 4824 VHB -G 4' 0.00'Nor1. 4' 0.00'OD 700 Deg. 600 10' 10' 600 - 0.075' 0 304 SS 100% ALONE N/A TING 12/20/07 REV. BACKGRND. 12/07/07 REV. BACKGRND. 12/04/07 [SPOT PLAN REV. EQUIPMENT 10/24/07 REV. EQUIPMENT 9/06/07 BACKGROUND 9/13/07 Revision /Issue Date .- : .: HOOD INFORMATION HANGING ANGLE Utility Cabinet V-0" / 1 DRAIN FULL PERIMETER GUTTER 48' EQUIPMENT BY OTHERS Hood #1 EXHAUST RISER ____] 24' NOM SECTION VIEW - MODEL 4824 -VHB -G d Cut UL Listed Incandescent Light Fbt 0 11' 0.00 "Nom. /11' 0.00 "OD 12'-O" PLAN VIEW - Hood #1 -- 11' 0.00' LONG 5424ND -2 A Ho12 4 0.00 "Nom. /4' 0.00" II D PLAN VIEW - Hood #2 - 4' 0.00' LONG 4824VHB -G SPECIFICATIONS: VH -1 MODEL THE MODEL VH -1 IS A SINGLE WALL TYPE HOOD WITH NO BUILT -IN MAKE -UP AIR CAPABILITIES. THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 304 S /STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. THE HOOD SHALL BE FITTED WITH A 1' THICK REMOVABLE MESH FILTER AT EACH DUCT LOCATION. FILTERS SHALL BE EASILY REMOVABLE FOR CLEANING PURPOSES. NOMINAL HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. 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 SPECIFICATI ❑NS • I EXHAUST RISER � 16" U.L. CLASSIFIED GREASE FILTERS GREASE DRAIN WITH REMOVABLE CUP 54 EQUIPMENT BY OTHERS 100W VAPORPROOF INCANDESCENT UGHT 33' MIN 48' MAX SECTION VIEW - MODEL 5424 -ND -2 THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE - ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC, (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT -OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM, THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK 24' H ON 78' TYP. OEM RELEASE/ BRACKET ASSEMBLY CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804 -001 PLENUM PROTECTION NOZZLE a itat DUCT PROTECTION 1• + NOZZLE =CTECTOR 0 _ TYPICAL ANSUL R -102 SYSTEM LAYOUT ANSUL FIRE SYSTEM BOX MICROSWITCH WIRES ARE LOCATED IN A ROUND BOX ON THE SIDE OF THE FIRE SYSTEM. 74C SEE NOTES BELOW NOTES.• 1) TO COIL OF SHUNT TRIP BREAKER TO SHUT OFF ELECTRIC COOKING EQUIPMENT. 2) TO COIL OF MUA MOTOR STARTER TO SHUT DOWN MUA FAN. 3) TO BUILDING ALARM SYSTEM. SPECIFICATIONS: ND MODEL. THE MODEL ND IS A CANOPY HOOD WITH OPTIONAL REAR DISCHARGE MAKE -UP AIR THROUGH A REAR PLENUM (NDBR). THE HOOD COMPONENTS SHALL BE FABRICATED OF TYPE 430 STAINLESS STEEL, #3 OR #4 POLISH, ON ALL EXPOSED SURFACES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NFPA 96. THE HOOD SHALL BE PROVIDED WITH HANGING ANGLES ON EACH END OF THE HOOD. AN ADDITIONAL SET OF HANGING ANGLES WILL BE PROVIDED FOR HOODS GREATER THAN 12' IN LENGTH. THE HOOD SHALL BE FITTED WITH U.L. CLASSIFIED BAFFLE TYPE FILTERS OR S /STEEL HIGH VELOCITY CARTRIDGE FILTERS. EACH FILTER SHALL BE EASILY REMOVABLE FOR CLEANING. THE FILTERS WILL DRAIN THE GREASE INTO A SLOPED GREASE DRAIN SYSTEM WITH REMOVABLE 1/2 PINT CUP FOR EASY CLEANING. HOOD LIGHTS SHALL BE U.L. LISTED SUITABLE FOR GREASE HOODS AND SHALL BE SUPPLIED WITH PLASTIC COATED GLOBES. EACH LIGHT WILL ACCOMMODATE UP TO A STANDARD 100 WATT BULB. ALL LIGHTS WILL BE PRE -WIRED TO JUNCTION BOXES ON TOP OF THE HOOD. HOOD DIMENSIONS SHALL BE AS SHOWN ON DRAWINGS. OPTIONAL PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3 -PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT (IF APPLICABLE) CONTROL PANEL ETL LISTING DESCRIPTION BLOCK THE CAPTIVE AIRE MODEL ND HAS BEEN E.T.L. TESTED, LISTED, AND APPROVED TO EXHAUST A MINIMUM OF 200 CFM PER LINEAR FOOT OVER 600 DEGREE COOKING EQUIPMENT MICROSWITCH BROWN = NORMALLY CLOSED BLACK = NORMALLY OPEN RED = COMMON WITH FIRE SYSTEJIf COCKAD C &NC= CIRCUIT C & NO = OPEN WITH FIRE SYSTEAf FIRED C & NO = OPEN C&NO = CIRCUIT s EACH MICROSWITCH IS RATED FOR 15 AMPS, 1/3 HP 125 OR 250 VAC, WITH 1/2 AMP 2 125 VDC AND 1/4 AMP B 250 VDC, 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" GM HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE *ROD AND NUTS TO BE SUPPUED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY HANGING ANGLE DETAIL HOOD STYLE C A N 0 P Y EXHAUST ONLY WITH MUA B AS CH KE L F EXHAUST ONLY WITH MUA CONDENSATE DEAR FROM 1.75" 1.75" 1.75" 1.75" FILTER DETAIL DIM FROM FRONT 11.25" 2.75" 15.0" 2.75" DIM FROM (30' T 5.25" 2.75" 5.25" 2.75" 10.50" 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 /96 * NSF + B.O.C.A. #93 -16 • Ell. 3054804 -001 ■ I.C.B.O. 4416 • SBCCI PST .Sc ESi NO. 93137 • U.L 710 & ULC710 STANDARDS BUILDING CODES MATERIAL CAPTIVE -AIRE HOODS HAVE OPTIONAL CLEARANCE REDUCTION SYSTEMS AVAILABLE AS FOLLOWS; NON — COMBUSTIBLE UMTIED— 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 - AIRE 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 -HIRE ARE FACTORY PREWIRED. 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 POSITIVE WITH RESPECT TO AMBIENT PRESSURE. ADDITIONAL 14. WRITTEN HOOD DIMENSIONS HAVE PRECEDENCE OVER SCALE. 15. SIGNED AND "APPROVED" COPIES OF THIS DOCUMENT MUST BE RECENED BY THE FACTORY PRIOR TO COMMENCEMENT OF FABRICATION. GENERAL NOTES 6 RESISTANCE VS. AIRFLOW - 2" }Clem-Gard see Gre Filters 1s 04 0,2 I ums 1025 400 /203 150/116 2C0/ I 250/12] 300 / LS2 AIRFLOW (fpm /m /5) MISCIRRII PRODUCTS CORPOSIMOA $011.78 Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78 -M Aluminum MEA # 247 -96 -E Stainless Steel REVISIONS DESCRIPTION A A A A DATE 1 c DATE: 12/20/07 DWG. #: 703786 DRA R. STEWART SCALE: 1/2" = 1 Ft HOOD DETAIL PLAN SHEET# 1 of 2 -I P SEPARATE PERMIj ANt APPROVAL RLQUIR P . . r JAN -9 2008 " co U J z 2 4 z uJ 0 0 I I- "SALES PERSON BRAD S. /CARLOS B. SHEET 517E TEL 425 988 -6625 E -MAIL. BRADSQsnIthandgreene.can ARCH D SCALE: =I'0" BACKGROUND BY: 2 1: : eet C GM STUDIO TEL. (206) 992 -1477 HIROSHI MATSUBARA CELL (206) 861 -8255 DESIGN BY: DRAWN DATE: 09 -14 -07 BRICK B. TEL 425 988 -6675 E -MAILU BrckEsnithandgreene.con REV. BY: REV. DATE: CLYDE L. 10 -24 -07 TEL 425 988 -6634 E -MAIL( clyde2snIthandgreene.con SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. Date 01/07/08 K C -4 FAN UNIT NO. UNIT DIMENSIONS CURB DISCHARGE OPENING WATER INLET DRAIN OPENING MODEL A B C D E F G H J K N P R S U W X Y 0.250 -G10 106 -5/8 27 -3/8 29 -3/4 26 -1/16 3 -3/4 22 -3/8 7 -13/16 34 -13/16 21 71 13 -1/4 11 -1/2 3 -7/8 5 -9/16 4 -1/2 6 -1/4 13 16 0.500 -G10 106 -5/8 27 -3/8 29 -3/4 26 -1/16 3 -3/4 22 -3/8 7 -13/16 34 -13/16 21 71 13-1/4 11 -1/2 3 -7/8 5 -9/16 4 -1/2 6 -174 13 16 D.500 -G15 1.14 -578 37 -3/8 36 -3/4 33 -1/16 3 -3/4 30 -5/16 7 -13/16 42 -13/16 31 79 18 -3/4 16 6 -1 /8 10 -13/16 4 -1/2 6 -1/4 18 16 0.750 -015 114 -5/8 37 -3/8 36 -374 33 -1/16 3 -3/4 30 -5/16 7 -13/16 42 -13/16 31 79 18 -3/4 16 6 -1/8 10 -13/16 4 -1/2 6 -1/4 18 16 D.750 -G18 125 -5/8 41 -3/8 43 -3/8 38 -1/16 5 -1/4 34 -3/16 9 -1/2 47 -13/16 35 84 22 19 6 -1/2 10 -5/16 4 -172 5 -3/4 20 19 0.1000 -G18 125=5/8 41 -3/8 43 -3/8 38 -1/16 5 -1/4 34 -3/16 9 -1/2 47 -13/16 35 84 22 19 6 -1/2 10 -5/16 4 -1/2 5 -3/4 20 19 D.1000 -920 153 -7/8 48 -7/16 51 -378 46 -1/8 5 -1/4 47 -1/4 13 -9/16 66 -5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 -5/8 4 -1/E 5 -374 23 -1/2 17 -1/2 D.1500 -920 153 -7/8 48 -7/16 51 -3/8 46 -1/8 5 -1/4 47 -1/4 13 -9/16 66 -5/16 42 115 -3/16 24 -7/8 24 -7/8 8 -9/16 10 -5/8 4 -172 5 -3/4 23 -1/2 17 -1/2 D.2000 -925 163 -7/8 59 -3/16 58 -3/8 53 -1/8 5 -1/4 49 -5/8 13 -3/4 76 -7/16 52 -3/4 125 -3/16 31 -3/8 31- 3/810 - 11/1612 -7/8 4 -1/2 5 -3/4 28 -77$ 17 -1/2 D.2500 -925 163 -7/8 59 -3/16 58 -3/8 53 -1/8 5 -1/4 49 -5/8 13 -3/4 76 -7/16 52 -3/4 125 -3/16 31 -3/8 31- 3/810 - 11/1612 -7/8 4 -172 5 -3/4 28 -7/8 17 -1/2 FAN UNIT NO. FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA 1 BI18CARM ITEM # 22 BI18CARM 6 3025 - L500' 1257 2,000 3 208 6.0 3/4 1000 3000 6 12 GPH 0.500 -G15 12' 18 550 7' WC 2 ITEM # 23 2500 6000 10 20 GPH 0.750 -G15 18' 27.5 825 7' WC G15 A2 -D.500 2500 2725 0.550' 816 1.500 3 208 4.7 3 14' WC DU33HFA 3500 600 - 0.500' 1227 0.333 1 115 4.1 7' WC 14' WC 1 3500 8000 14 28 GPH 0.1000 -920 24' 36.6 NO. FAN ITEM SIZE 1 # 1 Curb 4.000'W x 48.000'L x 20.000'H 2 # 2 Curb 31.000'W x 79.000'L x 20.000'H Insulated 'T' (NPT) Rail 4.000'W x 4.000'L x 48.000'H 3 # 3 Curb 19.500'W x 19,500'L x 20,000'H MODEL BURNER LENGTH BTU RANGE MBH) GAS PRESSURE GAS CONNECTION CFM RANGE EVAP COOLING UNIT BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX NOZZLES MAX. FLOW RATE D.250 -G10 6' 18 275 7" WC 14' WC 3/4 1000 3000 6 12 GPH 0.500 -G10 12' 18 550 7' WC 14i WC 3/4 1000 3000 6 12 GPH 0.500 -G15 12' 18 550 7' WC 14' WC 1 2500 6000 10 20 GPH 0.750 -G15 18' 27.5 825 7' WC 14' WC 1 2500 6000 10 20 GPH D.750 -G18 18' 27.5 825 7' WC 14' WC 1 3500 8000 14 28 GPH 0.1000 -G18 24' 36.6 1100 7' WC 14' WC 1 3500 8000 14 28 GPH 0.1000 -920 24' 36.6 1100 7' WC 5 PSI 1 -1/4 6000 13000 24 48 GPH D.1500 -920 30' 45.8 1375 7' WC S PSI 1 -1/4 6000 13000 24 48 GPH D.2000 -925 48' 73.3 2200 7' WC 5 PSI 1 -1/2 10000 21000 a0 60 GPH D.2500 -925 60' 91.6 2750 7' WC 5 PSI 1 -1/2 10000 21000 30 60 GPH FAN NO, OPT 1 1 - Exhaust Fan Grease Cup (DELHI) SWITCHES 1 - for Utility Set, Outdoor use Only 2 1 - l._-_.. - -_ - __.._. _. - Damper for A2 -D Housing LOCATION 1 - Freeze Protection Drain Klt for Evaporative Coolers 3 1 - SCR -1I Bird Screen H.P. 1 - I 15 -BDD Damper NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOLT. FLA 1 1165 LBS 311110FP Utility Cabinet Left Hood # 1 Utility Cabinet Left Hood # 1 1 Light 1 Fan 1067 FPM ust In Flre, Fan On /Off Thermostat Exhaust 3 2.000 208 6.0 CELDEK EVAPORATIVE COOLING UNIT TUT. WEIGHT MEDIA SIZE & CITY VEL. e MAX. CFM 710 LBS 20'x24'x12' 901 FPM 715 LBS 20'x24'x12' 901 FPM 990 LBS 25'x32'x12' 1080 FPM 995 LBS 25'x32'x12' 1080 FPM 1165 LBS 30'x36 "x12' 1067 FPM 1170 LBS 30'x36'x12' 1067 FPM 1825 LBS 38 "x43'x12' 1145 FPM 1840 LBS 38'x43'x12' 1145 FPM 2435 LBS 45'x54'x12' 1244 FPM 2450 LBS 45'x54'x12' 1244 FPM STANDARD EVAPORATIVE COMING UNIT TOT. WEIGHT MEDIA SIZE & QTY VEL 8 MAX. CFM 705 LBS 20'x25'x2' (3) 348 FPM 710 LBS 20'x25'x2' (3) 348 FPM 995 LBS 16'x20'x2' (8) 429 FPM 1000 LBS 16 (8) 429 FPM 1175 LBS 20'x25'x2' (8) 348 FPM 1180 LBS 20'x25'x2' (8) 348 FPM 1855 LBS 16'x20'x2' (15) 496 FPM 1870 LBS 16'x2O'x2' (15) 496 FPM 2475 LBS 20'x25'x2' (12) 609 FPM 2490 LBS 20'x25'x2' (12) 609 FPM FAN UNIT NO. BTU's TEMP. RISE GAS TYPE 2 160066 55 deg F Natural ,,e. FAN BASE CURB Joe NAME Bh"• C Sushi- Tukwila FAN PLATE (LEFT) , PLATE ' ' ABEL A2-0.500-C15 (LEFT) 12/04/07 Er 1 i 0 3 � ■ 9/06/07 '. VA•01 I PSESE: 1 i 111# HINGE KIT DETAIL 1 i is...1 . Revision /Issue CR BL • FAN .: 1 0 O DETAIL .� 4 S� BL * S-01 • s-02 ,..„, of ,, CURB VA-2 ANIF GREASE BOX (OPTIONAL) - EASE PIPE (OPTIONAL) FAN I ' OSED POSITION • FAN BASE O top 4p Aimmimilleimiiiiiir de ATTENTION! INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO LET FAN MAKE COMPLETE SWING. FAN IN OPEN POSITION 4r4i CURB BOX itil GREASE CO 4VER Alre mariiimiiiimiata...... Op IV -4.1111111111111111111411114144111141 SEPARATOR AV GREASE BOX ATTACH GREASE BOX COVER TO THE CURB 3' BELOW TOP EDGE OF CURB. USING (3) LONG (3/4' LG.) SCREWS AS SHOWN. INSTALL GREASE PIPE AS SHOWN. 7 GREASE PIPE f pw II GREASE BOX INSTALLATION 1. A PRE -WIRED ELECTRICAL CONTROL PACKAGE SHALL BE PROVIDED TO OPERATE THE HOOD 1101-ITS AND FANS. 2. PACKAGE SHALL CONSIST OF SWITCH PANEL WITH UGHT OVERLCOA(DSASSEMBLY EF FOR EACH FAN(OPTIONAL))• STARTER/ NUMBERED ED INPUT /OUTPUT TERMINAL STRIPS, AND A TERMINAL FOR • DOUBLE -DUAL FIRE SYSTEM MICROSWITCH CONNECTION. 3, ONE RELAY IS WIRED TO MICROSWITCH (IN FIRE SYSTEM) FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. 4. ELECTRICAL CONDUIT DROPS FROM THE FAN(S) SHALL BE CONNECTED TO THE NUMBERED TERMINAL STRIP. CONDUIT BETWEEN THE PRE -WIRE PACKAGE AND FAN(S) SHAD- BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL PACKAGE NOTES r Evaporative Cooler Wiring Joe NAME Bh"• C Sushi- Tukwila DATE 12/20/E007 DRAWING 111)4BER EC703786 -2 JOB RAWER 703786 ABEL A2-0.500-C15 1 '• fesmlled.4a!!c . 12/04/07 Er REV. EQUIPMENT 10/24/07 1 3 � ■ 9/06/07 '. VA•01 I PSESE: 1 i 111# 4 5 6 7 D as N o. Revision /Issue CR BL • .� 4 S� BL * S-01 • s-02 VA-2 9 cR 10 u 12 13 14 19 16 17 18 19 ea 21 22 23 23 xiES DENOTES FIELD VDVIG - IDOiES D1I17U4 V525 v mr m m BE 8 BR re W, /ma W - ELLEN I.IE 01 - OMEN BETA GT ■ GUT aura PR - PAM" WHITE MC FAN IN! FAN OPTIONS MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER WITH EVAPORATIVE COOLER AND SCREEN INTAKE DIM 'A' - DIM 'F' DIM 'S' - - DIM 'P' LIFTING LUGS UNIT INFORM DIM 'D' DIM 'E' DIM 'B' DIM ll 'N' 11 F DIM 'R' DIM 'C' DIM "G' i BLOWER/ MOTOR ACCESS DOOR L -1 i I I FILTER ACCESS DOOR anAl CURB OUTER WALL SSEMBLIES iey OISCHNGGE OPENING 0 FLEX GONDUIT FOR FIELD WIRING SERVICE DISCONNECT SWITCH ROOF OPENING 2' SMALLER THEN CURB DIMENSION. DIM 'X' xsMAX, EVAP WATER PRESSURE w 50 PSI @ 70 DEG. F Installation Wiring DRAWING /AMBER Rp703786 -2 120 V 1 PH, U2 RAKE Blue G Sushi -TWMIa JOB M44BER 703726 Gat -flax conduit On unit) 240 V 1 PH. ■ Stitch xlrirg / Nlutoerr pa..r o. Orr ex RD LR P * C0r'tr'p1 208/460/600 V 3 PH. See above details. Motor Conneetlen BATE 1p/2a /8007 NM. A2- asao-at6 t +,Ded..�3foN1: Coloccito:LId ealcniim Lars! DeulcloGlaa Lra11Ta hcacs y1RF m m ENE W - YELLOW ,LIE 17t - GEM Ear GY - GRAY MANZ FR - DUPLE ED FK -PDC MUTE AIRFLOW DIM "Y' SUPPORT LEG 20 IN HIGH EQUIPMENT CURB 01 -1/2' WATER DRAIN X 01/2' NPT WATER INLET (BELOW) xD DIM 'U' DIM 'J' 20 IN HIGH EQUIPMENT CURB & RAIL DIM 'K' CURB /RAIL COMBINATION USED IN PLACE OF SINGLE CURB ON UNITS WITH 20' AND 25' BLOWERS Direct Fired Heater Wiring DRAWING NUMBER WF703786 -2 .E2 NAME Blur C SYrsld- Tuk,Na JOB MINDER 703786 3 4 10 u 12 13 14 15 16 17 12 19 ea N3 22 LT T 4 e�� enai A S!1 FSC-01 FR-01 2T-61 21.-01 k7r•:4 M1-0@ 2w4 1 O 2 33 TS-03 TS-02 E TS-05 YWP'IBL VA-02 E33387BNA-2l V©3 DATE 12/20/2007 MODEL A2- 2.50015 Ip>-_IISd..Orl7m[ HosorR.d Beck Draft Arse. Mndtrol 14 dschorpe Top Ca.trd F FIp.. ! l no atol A 01W4-•4080 Hr-a $.y Neer MT-0B rpm toter 2.-S arty Feder ert.iwd On P l d Armed wed, 191 SW-0l SW-03 IS-01 IS'a5 18-0 18-0 4 TS� TS-05 Et- can ST-01 SeSPlr rater earteede- D 1VI91 VA-01 rot pis valve O3] VA-02 HIes1 pas vote eel VA-33 Mulathp pis soh* 1T6] Mete' ee FP 1n LI VO F1.A 4.7 TS 3 shs 200 V OVERLOAD LR MOM CM= NeAIOTY. 763 NT= tee FIELD WDNMG .a TERMINALS 14 AM S6 LIED ON m TTERKPAI 11 PROWES =RR Ea.ECT121e MBES= IC - RACK TV - YELLOW I. - ELLE GR - GT EM TR -ROAN GT - [AAT ON- 27216E PR - ROHS GAS FIRED MAKE -UP AIR UNIT(S =FILM REV.W 1!3/2675 AU 81 SERIES RESTAURANT DUTY UTILITY SET T K L HH GENERAL S RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA FAN MODEL AU D / RO / C / FAN MODEL HT W SHAFT DIA. E BI18 35 13/16 19 3/8 14 1/2 37 7/8 DU33HFA 25 1/4 25 1/2 2 F DUHFA SERIES UPBLAST EXHAUST FANS (UL705) GREASE DRAIN B C 22 31 16 9/16 19 3/8 21 1/8 11 1/2 14 11/16 17 3/4 1 3/16 220 x G LL NOTE' x GREASE DRAIN NOT REQ'D ON DU1OL /HFA DUHFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA ELECTRICAL PAC F H FEATURES; - ROOF MOUNTED FANS - UL70S - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) BACKDRAFT DAMPER HINGED FAN PITCHED CURB INSULATED CURB BIRD SCREEN R 14 19 K FF BREAKER 18 era 3 S RE 3 PIMSE OPTIONS: BACKDRAFT DAMPER INSTALLATION AIR FLOW BACKDRAFT DAMPER RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 30' I 12 EXAMPLE ' 7/12 PITCH PITCH = 30' SLOPE RO 21 18 1/2 12 1/8 16 0 P '1 (ROOF QNING WEIGHT LB 50 ELECTRICAL PREWIRE PACKAGE BRAVING M6fBER 31LLIOFP MMATl 1RES, - FULL AMCA CLASS 1 OPERATION - VENTED MOTOR COVER FUR WEATHER PROTECTION - 1E762 LISTED FOR RESTAURANT DUTY - UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR - CONTINUOUSLY WELDED HOUSING - CLEANOUT DOOR WITH LATCHES PROVIDE EASY ACCESS WITHOUT TOOLS - 2. GREASE DRAIN WILL NOT CLOG OPTIONS; HEAT SLINGER SHAFT SEAL EMERGENCY DISCONNECT SWITCH VIBRATION ISOLATORS - OPTIMAL SUPPORT RAILS LIGHT INPUT 12OWC H2- H5 H2- H5 13 15A BK 15 - 01 SHAFT APPROX S T V DIA. SlIWG tH l CONTROL INPUT 120VAC H1 ∎LINE. NI NEUTRAL 15A SKR D• OT WIRE 10 SHUNT TRIP DATE C C-1m NCPR V 10 4 CURB DIMENSIONAL DATA FAN MODEL D DU33HFA 19 1/2 DRAWN BY RO FF 48 u 1.1.762 Unity Sts REV24 01/37/2003 20 GAUGE STEEL CONSTRUCTION 3 FLANGE CURB ROOF OPENING DIMENSIONS 12/20/2007 3 Phaee, W/ 1 Exhaust Fan. 1 Supply Fen. Exhaust In Fire. Fan On /OH Thermostatically Controlled (Factory tnstaBad where appikeble). 1 Thermostat par fan switch. F11 itnDSdD!!Ra a rtar_ MitsAyrechem L7 U h apd L w � I h te � l ( l �� (140UN max) l ap Cemr,l[ P13pose Relay DPOT C TX Coma armor Switch AFCR OS � Fl T T hernlostat MS-1. MS-2 i80raS.Iteh Arra 0-RD C-R NO-BK 110-BK NC -BR NC -BR 1 NC .3. SPARE RELAY CONTACTS EAM DE USED To lorTFEL No 28914 wpm TIE t •dcarl•a• SYSTEM =mess, rat RI-R3 AS SHUNT 1R1P. S ICd4ALS. RELAYSo rn CR8Fav Contacts R2-1 TEPMDML FP FIELD a WDO NG TO 283.32 G FEE PA*EL. DRY G7 CONTACTS PER SIGNAL 75 -5 214.T 1G-8 OR I C 2 Dint 01C'aD31 Er" !?7 DC�CEI '7 DEN= FIELD WODlr MOTES INT31 AL WIRING IMES= 9C - 5.20C W - YELLIN 8. -ALE OF GRAY dE - NOW PR - PLPPLE ON - BMW 6t/3- - GtANrFJI-LE RD - RED =REV WN - 161E Min - WE/RED CSTRIPD a �Ei Cron EFN NOTE. #IF SHWA DO!!fT� OR no.D INSTALLED FIDE =DI ▪ OSV FACTORY V T L WIRING M REARM 12 x 18 x 6 Box DUCT THERMOSTATS ARE FIELD WIRED WHEN RISERS ARE SHIPPED L.ESE ON WEN D LDLTE TWOS ARE 314T .LED 6T 21E ogr'cijt E WAi1705 REV.e4 08/19/03 REVISIONS A A A 1 c DESCRIPTION .1114 Cal) J Icc < CiThai U � Inu vjZ CO DATE: 12/20/07 DWG.#: 703786 - 2 SCALE: 1/2" = 1 Ft SHEET# 2 of 2 DATE DRA R. STEWART HOOD DETAIL PLAN J ;�elll vis1E Smith' COMPANY z C w z w V♦ 0 • SALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAIL. BRADSQsnithondgrvene.con SHEET SIZ ARCH D SCALE: kt =IlO8 0 CO U W S xm � ❑ O00 N Ct w 3F III 0 ' z o LL - L11 4 BACKGROUND BY: GM S TUD I O TEL (206) 9 9 2 - HIR OSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: DR AWN DAT BRICK Be 09 -14 -07 TEL 425 988 -6675 E - MAILU Brichps REV. BY: REV. DA TE; CLYDE L. 1 0 -24 -07 TEL 425 988 -6634 E-MAIL( clydeEsnithandgreene.ecn SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. JN 1N -9 2008 Date 01/07/08 2804 GRAND AVE. SUITE 202 EVERETT, WA. 98201 PH. (888) 338-5225 FAX (425-212-5998 EMAIL: reg85@captiveaire.com NORTHWEST REGIONAL OFFICE SPOTTING PLAN 12/20/07 4 REV. BACKGRND. 12/07/07 3 REV. BACKGRND. 12/04/07 2 REV. EQUIPMENT 10/24/07 1 REV. EQUIPMENT 9/06/07 '. BACKGROUND 9/13/07 N o. Revision /Issue Date , ur F FAN IN! FAN OPTIONS MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER WITH EVAPORATIVE COOLER AND SCREEN INTAKE DIM 'A' - DIM 'F' DIM 'S' - - DIM 'P' LIFTING LUGS UNIT INFORM DIM 'D' DIM 'E' DIM 'B' DIM ll 'N' 11 F DIM 'R' DIM 'C' DIM "G' i BLOWER/ MOTOR ACCESS DOOR L -1 i I I FILTER ACCESS DOOR anAl CURB OUTER WALL SSEMBLIES iey OISCHNGGE OPENING 0 FLEX GONDUIT FOR FIELD WIRING SERVICE DISCONNECT SWITCH ROOF OPENING 2' SMALLER THEN CURB DIMENSION. DIM 'X' xsMAX, EVAP WATER PRESSURE w 50 PSI @ 70 DEG. F Installation Wiring DRAWING /AMBER Rp703786 -2 120 V 1 PH, U2 RAKE Blue G Sushi -TWMIa JOB M44BER 703726 Gat -flax conduit On unit) 240 V 1 PH. ■ Stitch xlrirg / Nlutoerr pa..r o. Orr ex RD LR P * C0r'tr'p1 208/460/600 V 3 PH. See above details. Motor Conneetlen BATE 1p/2a /8007 NM. A2- asao-at6 t +,Ded..�3foN1: Coloccito:LId ealcniim Lars! DeulcloGlaa Lra11Ta hcacs y1RF m m ENE W - YELLOW ,LIE 17t - GEM Ear GY - GRAY MANZ FR - DUPLE ED FK -PDC MUTE AIRFLOW DIM "Y' SUPPORT LEG 20 IN HIGH EQUIPMENT CURB 01 -1/2' WATER DRAIN X 01/2' NPT WATER INLET (BELOW) xD DIM 'U' DIM 'J' 20 IN HIGH EQUIPMENT CURB & RAIL DIM 'K' CURB /RAIL COMBINATION USED IN PLACE OF SINGLE CURB ON UNITS WITH 20' AND 25' BLOWERS Direct Fired Heater Wiring DRAWING NUMBER WF703786 -2 .E2 NAME Blur C SYrsld- Tuk,Na JOB MINDER 703786 3 4 10 u 12 13 14 15 16 17 12 19 ea N3 22 LT T 4 e�� enai A S!1 FSC-01 FR-01 2T-61 21.-01 k7r•:4 M1-0@ 2w4 1 O 2 33 TS-03 TS-02 E TS-05 YWP'IBL VA-02 E33387BNA-2l V©3 DATE 12/20/2007 MODEL A2- 2.50015 Ip>-_IISd..Orl7m[ HosorR.d Beck Draft Arse. Mndtrol 14 dschorpe Top Ca.trd F FIp.. ! l no atol A 01W4-•4080 Hr-a $.y Neer MT-0B rpm toter 2.-S arty Feder ert.iwd On P l d Armed wed, 191 SW-0l SW-03 IS-01 IS'a5 18-0 18-0 4 TS� TS-05 Et- can ST-01 SeSPlr rater earteede- D 1VI91 VA-01 rot pis valve O3] VA-02 HIes1 pas vote eel VA-33 Mulathp pis soh* 1T6] Mete' ee FP 1n LI VO F1.A 4.7 TS 3 shs 200 V OVERLOAD LR MOM CM= NeAIOTY. 763 NT= tee FIELD WDNMG .a TERMINALS 14 AM S6 LIED ON m TTERKPAI 11 PROWES =RR Ea.ECT121e MBES= IC - RACK TV - YELLOW I. - ELLE GR - GT EM TR -ROAN GT - [AAT ON- 27216E PR - ROHS GAS FIRED MAKE -UP AIR UNIT(S =FILM REV.W 1!3/2675 AU 81 SERIES RESTAURANT DUTY UTILITY SET T K L HH GENERAL S RESTAURANT DUTY UTILITY SET DIMENSIONAL DATA FAN MODEL AU D / RO / C / FAN MODEL HT W SHAFT DIA. E BI18 35 13/16 19 3/8 14 1/2 37 7/8 DU33HFA 25 1/4 25 1/2 2 F DUHFA SERIES UPBLAST EXHAUST FANS (UL705) GREASE DRAIN B C 22 31 16 9/16 19 3/8 21 1/8 11 1/2 14 11/16 17 3/4 1 3/16 220 x G LL NOTE' x GREASE DRAIN NOT REQ'D ON DU1OL /HFA DUHFA DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA ELECTRICAL PAC F H FEATURES; - ROOF MOUNTED FANS - UL70S - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) BACKDRAFT DAMPER HINGED FAN PITCHED CURB INSULATED CURB BIRD SCREEN R 14 19 K FF BREAKER 18 era 3 S RE 3 PIMSE OPTIONS: BACKDRAFT DAMPER INSTALLATION AIR FLOW BACKDRAFT DAMPER RO PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 30' I 12 EXAMPLE ' 7/12 PITCH PITCH = 30' SLOPE RO 21 18 1/2 12 1/8 16 0 P '1 (ROOF QNING WEIGHT LB 50 ELECTRICAL PREWIRE PACKAGE BRAVING M6fBER 31LLIOFP MMATl 1RES, - FULL AMCA CLASS 1 OPERATION - VENTED MOTOR COVER FUR WEATHER PROTECTION - 1E762 LISTED FOR RESTAURANT DUTY - UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR - CONTINUOUSLY WELDED HOUSING - CLEANOUT DOOR WITH LATCHES PROVIDE EASY ACCESS WITHOUT TOOLS - 2. GREASE DRAIN WILL NOT CLOG OPTIONS; HEAT SLINGER SHAFT SEAL EMERGENCY DISCONNECT SWITCH VIBRATION ISOLATORS - OPTIMAL SUPPORT RAILS LIGHT INPUT 12OWC H2- H5 H2- H5 13 15A BK 15 - 01 SHAFT APPROX S T V DIA. SlIWG tH l CONTROL INPUT 120VAC H1 ∎LINE. NI NEUTRAL 15A SKR D• OT WIRE 10 SHUNT TRIP DATE C C-1m NCPR V 10 4 CURB DIMENSIONAL DATA FAN MODEL D DU33HFA 19 1/2 DRAWN BY RO FF 48 u 1.1.762 Unity Sts REV24 01/37/2003 20 GAUGE STEEL CONSTRUCTION 3 FLANGE CURB ROOF OPENING DIMENSIONS 12/20/2007 3 Phaee, W/ 1 Exhaust Fan. 1 Supply Fen. Exhaust In Fire. Fan On /OH Thermostatically Controlled (Factory tnstaBad where appikeble). 1 Thermostat par fan switch. F11 itnDSdD!!Ra a rtar_ MitsAyrechem L7 U h apd L w � I h te � l ( l �� (140UN max) l ap Cemr,l[ P13pose Relay DPOT C TX Coma armor Switch AFCR OS � Fl T T hernlostat MS-1. MS-2 i80raS.Iteh Arra 0-RD C-R NO-BK 110-BK NC -BR NC -BR 1 NC .3. SPARE RELAY CONTACTS EAM DE USED To lorTFEL No 28914 wpm TIE t •dcarl•a• SYSTEM =mess, rat RI-R3 AS SHUNT 1R1P. S ICd4ALS. RELAYSo rn CR8Fav Contacts R2-1 TEPMDML FP FIELD a WDO NG TO 283.32 G FEE PA*EL. DRY G7 CONTACTS PER SIGNAL 75 -5 214.T 1G-8 OR I C 2 Dint 01C'aD31 Er" !?7 DC�CEI '7 DEN= FIELD WODlr MOTES INT31 AL WIRING IMES= 9C - 5.20C W - YELLIN 8. -ALE OF GRAY dE - NOW PR - PLPPLE ON - BMW 6t/3- - GtANrFJI-LE RD - RED =REV WN - 161E Min - WE/RED CSTRIPD a �Ei Cron EFN NOTE. #IF SHWA DO!!fT� OR no.D INSTALLED FIDE =DI ▪ OSV FACTORY V T L WIRING M REARM 12 x 18 x 6 Box DUCT THERMOSTATS ARE FIELD WIRED WHEN RISERS ARE SHIPPED L.ESE ON WEN D LDLTE TWOS ARE 314T .LED 6T 21E ogr'cijt E WAi1705 REV.e4 08/19/03 REVISIONS A A A 1 c DESCRIPTION .1114 Cal) J Icc < CiThai U � Inu vjZ CO DATE: 12/20/07 DWG.#: 703786 - 2 SCALE: 1/2" = 1 Ft SHEET# 2 of 2 DATE DRA R. STEWART HOOD DETAIL PLAN J ;�elll vis1E Smith' COMPANY z C w z w V♦ 0 • SALES PERSON BRAD S. /CARLOS B. TEL 425 988 -6625 E -MAIL. BRADSQsnithondgrvene.con SHEET SIZ ARCH D SCALE: kt =IlO8 0 CO U W S xm � ❑ O00 N Ct w 3F III 0 ' z o LL - L11 4 BACKGROUND BY: GM S TUD I O TEL (206) 9 9 2 - HIR OSHI MATSUBARA CELL. (206) 861 -8255 DESIGN BY: DR AWN DAT BRICK Be 09 -14 -07 TEL 425 988 -6675 E - MAILU Brichps REV. BY: REV. DA TE; CLYDE L. 1 0 -24 -07 TEL 425 988 -6634 E-MAIL( clydeEsnithandgreene.ecn SHT. # INDEX KC -0 SITE / TITLE KC -1 EQUIPMENT PLAN KC -1.1 FLR. SINK PLAN KC -2 PLUMBING PLAN KC -3 ELECT. PLAN KC -4 HOOD 1 DWG. KC -4.2 HOOD 2 DWG. JN 1N -9 2008 Date 01/07/08 2804 GRAND AVE. SUITE 202 EVERETT, WA. 98201 PH. (888) 338-5225 FAX (425-212-5998 EMAIL: reg85@captiveaire.com NORTHWEST REGIONAL OFFICE GENERAL STRUCTURAL NOTES (The Following apply unless shown otherwise on the plans) CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2003 INTERNATIONAL BUILDING CODE (2003 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWIN65 ARE INTENDED AS 6UIDELINE5 ONLY AND MUST BE VERIFIED. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL. PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ANCHORAGE S. EXPANSION BOLTS INTO CONCRETE SHALL BE "KWIK BOLT II" AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE "SLEEVE ANCHORS" AS MANUFACTURED BY THE HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO.4621 INCLUDING MINIMUM EMBEDMENT REQUIREvITS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.G.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE "DX - "TYPE AS MANUFACTURED BY THE HILTI CORP. OR AN I.G.B.O. APPROVED EQUIVALENT IN ALLOWABLE STRENGTH. INSTALL IN STRICT ACCORDANCE WITH 1.6.6.0. REPORTS NO. I210, 2355 AND 4313. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND AT LEAST I" TO NEAREST STEEL EDGE. 10. EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING THE "HVA ADHESIVE SYSTEM" AS MANUFACTURED BY THE HILTI CORPORATION. INSTALL IN STRICT ACCORDANCE WITH I.G.B.O. REPORT NO. 556 SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. ■ STEEL STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.S.G. SPECIFICATIONS AND CODES: I. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY PETAL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A3Z OR A410 BOLTS. 12. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A56, Fy =36 K51. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR 5, GRADE B, Fy =35 KSI. STRUCTURAL. TUBING SHALL CONFORM TO A5TM A500, GRADE B, Fy =46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A507. 13. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE RISC GODS OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED SEPTEMBER I,Ig56. 14. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 DEFINED BY A.W.S.) SHALL Be USED. 15. GOLD - FORMED STEEL FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A GOLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY ANGELES METAL SYSTEMS. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD - FORMED STEEL FRAMING SHALL. CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF GOLD - FORMED STEEL STRUCTURAL MEMBER5." 4 @ I5 "o.c. C B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A446, GRADE A Fy =33 ksi IS AND 20 GAUGE G. WALL FRAMING: TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO S" 1662 5S SECTION HEADERS SHALL 5E PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 5' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH SCREWS AT 16' O.G. OR ATTACHED TO CONCRETE WITH 5/32" DIAMETER DRIVE -PINS 0 16" O.G. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12" O.G. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER I.B.G. TABLE 2505.5. TRACK SECTIONS SHALL BE UNPUNCHED AND HAVE AT LEAST I" FLANGES. 5" SLAB w/ #4 @ I2 "o.c. EACH WAY AT SLAB ci 15" 5/4 " =1' -0" N n cn r^ • v 0 0 el SI1 12" FILE COPY Permit No. GLAZING '>,%/2 /),\// / ) , ,// s/ "•,/,/ CEMENT BOARD F RO NT-WALL EMM I ito o Ta lfwlia 6 ", 15 GA. 5.5. STUDS @ 16 "o.c. - BOTTOM TRACK w/ 0.1451' 1500 SERIES NAILS @ 16 "o.c. Plar review approval is subject to errors end omissions. Approval of construction documents does not authodze the violetlo .,• -: adopted code or • * : arl . a'c'ipt of approve e, CO, �d ;:..net ged: .� }r REVISIONS No changes shall b made to the setvp I of work without prior approval of i Tukwila Building Division !1 NOTE: Revisions will require a new plan submittal and may ifCiude additional plan review fees. 4 @ I5 "o.c. - ALT. HOOK (2) #4 AT TOP 4 BOTTOM 0 JOISTS @ 16 "o.c. EXISTING CONCRETE FLOOR 5/5"4 THREADED ROD w/ HILTI HDI -P ANCHOR AT CONCRETE FLOOR - LOCATE PER CEILING PLAN, DTL 6 THIS SHEET CEILING FRAMING PER PLAN 4 SECTION 3/4 " =1' -0" WELDED END PLATE T.S. S x 4 x 3/5" T.S. 4 x 4 x 1/4" 4 5/4"=1 T.S. 5 x 4 x 3/5" BOX BEAM 5/5"0 ROD VERT. STUDS SUSPENDED CEILING FRAMING • Li y 1 U ti N 1 I CANOPY PLAN VIEW 3/4 '= I' -0 5/4" BASE PLATE w/ (2) 518% x 5 -1/2" EMBED EXP. ANCHORS I-1 /2" I -1/2" NEW T.S. COLUMN SECTION DOUBLE JOIST - 5 -1/2" I56a 55 STUDS PER PLAN BOTTOM TRACK 5 -1/2" ISGa 55 SECTION w/ 010 SCREW AT 5" o.c. TO EACH JOIST END JOIST 5 -1/2" ISGa 55 SECTION w/ (2) #10 SCREW TO EACH JOIST - BEND JOIST INES TO RECEIVE SCREWS SECTION EXISTING COLUMN FT6. NEW SLAB T.5. 6 x 4 x 3/16" - 6 MAX. 6 ", ISGA. 5.5. AT I/3 POINTS 1/4" GAP PLATE (2) 518 W.T.5. REVIEWED FO CODE COMPLIANCE APPROVED 4 APR 1 7 2008 Of Tukwila BUILDIN DIVISION 5/4"=1 NEW SLAB FULL HEIGHT STUDS TO BE 6 ", IS GA. 5.5. STUDS @ Vac. - 1/2" GM EACH SIDE (MIN) a 6 ", ISGA. S.S. SECTION @ 16 "o.c. PARTITION WALL to SLAB 5/4"=1 EXISTING FLOOR ABOVE —\ 1 G B 5/5"0 THREADED ROD @ 32 "o.c. w/ HILTI HDI -P ANCHOR AT GONG. (2) 5.5. SECTION BOX BEAM M D 6 ", I56A. 5.5. SECTION @ 16 "o.c. E T.S. 5 x 4 x 3/5" CANOPY SECTION NEW SLAB to EXISTING 3/4 " =1' -0" EXISTING STEEL BM. 4 MN 0 t SLAB at GLASS EMBED 3/4 " =1' -0" CONCRETE FLOOR ABOVE DEFLECTION TRACK w/ O.I45 "4 1500 SERIES NAILS TO CONCRETE @ 12 "o.c., OR EACH DECK FLUTE BOTTOM TRACK w/ O.I45" 0 1500 SERIES NAILS @ 16 "o.c. NEW CONCRETE SLAB - 5" THICK w/ #4 @ 12 "o.c. EACH WAY @ SLAB CL (2) 5/5"0 BOLTS 4 ", IS6A. SECTION @ I6 "o.c. (4) 1$10 %REINS 6 ", I56A. SECTION @ I6"o.c. T.5.6x4x5/16" 6 ", ISGA. 5.5. SECTIONS AT I/3 POINTS EXISTING SLAB 4 x 12" DOWEL @ 15 "o.c. wl 4" EPDXY EMBED TO EXISTING SLAB GLASS BAR / HANDRAIL EMBED SYSTEM BY OTHERS (2) *4 u a 1 $4 @ I5 "o.c. 1 • RECEIVE[] CITY of TUKW ILA APR 1 5 2008 PERMIT CENTER DATE REVISION: O EXPIRES 5/23/09 PROJECT NUMBER: PROJECT MANAGER: DRAWN SY: PLOT DATE: slider 1 engineering works, tic 1 932 first avenue, suite 809 seattle, wash ington 98101-2498 t = 206 + 728 + 4844 fl") = 206 + 728 + 7643 w = sliderule.biz Tvi mmIER o� v V '5 0 Notes and Details Co Co Co C a 2007.2009 KS TA 01.08.08 04.06.08 Fi• w W a REVISION �0,! 1201 [( SI.' EXTERIOR /INTERIOR ELEVATIONS ( Scale AS NOTED A 3 Date 12/18/07 Drawn AK 0 Cr) f PTD. GWB. P -X DBL. GLAZED ALUM. WINDOW U=0.35 V— PT GWB P -X SCALE 1/4" = 1`-0" SCALE 1/4" = SCALE 1/4" =1 4" VINYL BASE V -1 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION CUSTOM MADE LIGHT FIXTURE - IYP. OF 4 TYPE P, SEE 6A /AD -6 L EXISTING CONC 5" LA GRADE CONC. AND S CONNE ON CTION SLAB PER STRUCT. DETAIL BY CORE /SHELL 4 LIGHT FIXTURE F2 IN COVE BEYOND (0 LINE OF CORE /SHELL CEILING FIN. WASHABLE ACT. TYP. FTP PANELS WALL FIN. TYP. IN KITCHEN 4" COVED FLOOR FIN. BASE TYP. 0 2 1/2" OPEN PTO GWB. P -X EXIT BUILT -IN CAB. W -X METAL PANEL ON 2" TUBE FRAME M--- -X KITCHEN PTD. GV /B. P -X DIPLAY SHELVES PL -X BUILT -IN CAB. (RECEPTION DESK) PL -X 4" VINYL BASE V -1 0 0 0 FRAMELESS ' BUILT -IN CAB. SAFETY GLASS PL -X DOORS - HARDWARE DESIGN PER CITY CODE 4" VINYL BASE V -1 r. • • :: • *4 • • • • + • • • ... FRAMELESS SAFETY GLASS U=1.45, SHGC =0.4D DOORS - HARDWARE DESIGN PER CITY CODE FRONT ELEVATION 1 5S CORNER GUARD PAINT FINISH ON EXISXTING CEILING P -X PTD. GWB. P -X PTD. GWB. P -X OPEN (PRIVATE DINING BEYOND) LIGHT FIXTURE F2 IN COVE BEYOND CERAMIC TILE T -1 CERAMIC TILE BASE T -1 v .._ . ................._..� . ..... SCALE 1/4" = 1' -0" / PAINT FINISH ON EXISXTING CEILING P-X PTD. GWB. P -X LINE OF SUSPENDED CANOPY (FOREGROUND) P -X 5B N) METAL PANEL ON 2" TUBE FRAME, M -X 1 I I 1 i 1 � . : ' �::'::1 . d... w.� : JOINTS, TYP. V METAL VALANCE FOR LIGHT FIXTURE PTD. GWB. P -X DIPLAY SHELVES PL -X RAISED SAFETY (INTERNALLY LIT) 4 EQ PANELS - BUILT -IN CAB. PL -X BUILT -IN CAB. OPERABLE DOORS AND SHELVES W -X BEYOND CERAMIC TILE T -1 T 5" CONC. SLAB ON ` SS CORNER GRADE AND CONNECTION GUARD TYP. PER STRUCT. DETAIL AT OPNG. JOINT, TYP. ^t" .: 1 • " :.1 • 5 ....._1 .. . M i * .. a r.,, ........ . .... [ . P LIGHT WEIGHT UPHOLSTERED CONC. COUNTERTOP WALL COVERING AND C -X BUILT -IN BENCH U -X SIM. W/0 LIGHT CERAMIC TILE T 1 LIGHT FIXTURE BEYOND BAR STRUCTURE SILICONE JOINT, TYP. ROOF FIN. AND INSUL BY CORE /SHELL LINE OF SUSPEND CANOPY P -X PTD. GWB. P -X — r r LOUNGE r / PAINT FINISH 0 EXISXTING CEILING P-X PTD. GWB. P -X, TYP. BEYOND CERAMIC TILE T -1 ao SIM. W/0 LIGHT 4" VINYL BASE V -1 BEYOND PRECAST CONC. PANEL ED OPEN SIGNAGE METAL LE I I ERS PAINTED OFF GLASS BY OTHERS 1 ;..I.. I L -11" AREA CALC.S OPAQUE WALL TOTAL = 399 SF (INCL. SIGNAGE WALL GLAZED AREA (WINDOW) = 286 SF (42 %) \---15 MIL VISQUEEN � SS CORNER GUARD PTD. GWB. P -X SS CORNER V-1 GUARD SOFFIT PTD. GWB. P -X 4" VINYL BASE EXISTING WALL FIN. PTD. GWB. P -X REVI$ION N0.- EXISTING WALL FIN. METAL PANEL M -X COLORED /DIFFUSED SAFETY GLASS PANEL, G -X METAL PANEL M -X 4"H ALUM. BLADE SCREEN W/ 3" OPENING M -X METAL PANEL WALL, M -X DBL. GLAZED ALUM. WINDOW U=0.35 SHGC = 0.40 METAL PANEL M -X COLORED /DIFFUSED SAFETY GLASS PANEL G -X METAL PANEL CANOPY M -X DBL. GLAZED ALUM. WINDOW U =0.35 PRECAST CONC. PANEL ON BLDG. PAPER, OVER R -21 INSUL. ON 6" 20 GA. MTL STUD @16 "0. C. EXISTING CONC. P R BY CO "E /SHEL NO THERMAL BREAK A MTL. DOWEL TYP. REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2008 City Of Tukwila j BUILDING DIVISION 0 0 /6\ D CITY OF TUKwlLp APR 15 2008 PERMIT CENTER GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 No. Date Consultant Revisions Description 5 04/10/08 PR -2 3 04/01/08 REVISION 1 2 03/18/08 CD 1 01/25/08 LANDLORD REVIEW 2 01 /22/08 REVIEW 2 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registfstion Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188 ( U " / 33 - - 0 Cr) f PTD. GWB. P -X DBL. GLAZED ALUM. WINDOW U=0.35 V— PT GWB P -X SCALE 1/4" = 1`-0" SCALE 1/4" = SCALE 1/4" =1 4" VINYL BASE V -1 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION CUSTOM MADE LIGHT FIXTURE - IYP. OF 4 TYPE P, SEE 6A /AD -6 L EXISTING CONC 5" LA GRADE CONC. AND S CONNE ON CTION SLAB PER STRUCT. DETAIL BY CORE /SHELL 4 LIGHT FIXTURE F2 IN COVE BEYOND (0 LINE OF CORE /SHELL CEILING FIN. WASHABLE ACT. TYP. FTP PANELS WALL FIN. TYP. IN KITCHEN 4" COVED FLOOR FIN. BASE TYP. 0 2 1/2" OPEN PTO GWB. P -X EXIT BUILT -IN CAB. W -X METAL PANEL ON 2" TUBE FRAME M--- -X KITCHEN PTD. GV /B. P -X DIPLAY SHELVES PL -X BUILT -IN CAB. (RECEPTION DESK) PL -X 4" VINYL BASE V -1 0 0 0 FRAMELESS ' BUILT -IN CAB. SAFETY GLASS PL -X DOORS - HARDWARE DESIGN PER CITY CODE 4" VINYL BASE V -1 r. • • :: • *4 • • • • + • • • ... FRAMELESS SAFETY GLASS U=1.45, SHGC =0.4D DOORS - HARDWARE DESIGN PER CITY CODE FRONT ELEVATION 1 5S CORNER GUARD PAINT FINISH ON EXISXTING CEILING P -X PTD. GWB. P -X PTD. GWB. P -X OPEN (PRIVATE DINING BEYOND) LIGHT FIXTURE F2 IN COVE BEYOND CERAMIC TILE T -1 CERAMIC TILE BASE T -1 v .._ . ................._..� . ..... SCALE 1/4" = 1' -0" / PAINT FINISH ON EXISXTING CEILING P-X PTD. GWB. P -X LINE OF SUSPENDED CANOPY (FOREGROUND) P -X 5B N) METAL PANEL ON 2" TUBE FRAME, M -X 1 I I 1 i 1 � . : ' �::'::1 . d... w.� : JOINTS, TYP. V METAL VALANCE FOR LIGHT FIXTURE PTD. GWB. P -X DIPLAY SHELVES PL -X RAISED SAFETY (INTERNALLY LIT) 4 EQ PANELS - BUILT -IN CAB. PL -X BUILT -IN CAB. OPERABLE DOORS AND SHELVES W -X BEYOND CERAMIC TILE T -1 T 5" CONC. SLAB ON ` SS CORNER GRADE AND CONNECTION GUARD TYP. PER STRUCT. DETAIL AT OPNG. JOINT, TYP. ^t" .: 1 • " :.1 • 5 ....._1 .. . M i * .. a r.,, ........ . .... [ . P LIGHT WEIGHT UPHOLSTERED CONC. COUNTERTOP WALL COVERING AND C -X BUILT -IN BENCH U -X SIM. W/0 LIGHT CERAMIC TILE T 1 LIGHT FIXTURE BEYOND BAR STRUCTURE SILICONE JOINT, TYP. ROOF FIN. AND INSUL BY CORE /SHELL LINE OF SUSPEND CANOPY P -X PTD. GWB. P -X — r r LOUNGE r / PAINT FINISH 0 EXISXTING CEILING P-X PTD. GWB. P -X, TYP. BEYOND CERAMIC TILE T -1 ao SIM. W/0 LIGHT 4" VINYL BASE V -1 BEYOND PRECAST CONC. PANEL ED OPEN SIGNAGE METAL LE I I ERS PAINTED OFF GLASS BY OTHERS 1 ;..I.. I L -11" AREA CALC.S OPAQUE WALL TOTAL = 399 SF (INCL. SIGNAGE WALL GLAZED AREA (WINDOW) = 286 SF (42 %) \---15 MIL VISQUEEN � SS CORNER GUARD PTD. GWB. P -X SS CORNER V-1 GUARD SOFFIT PTD. GWB. P -X 4" VINYL BASE EXISTING WALL FIN. PTD. GWB. P -X REVI$ION N0.- EXISTING WALL FIN. METAL PANEL M -X COLORED /DIFFUSED SAFETY GLASS PANEL, G -X METAL PANEL M -X 4"H ALUM. BLADE SCREEN W/ 3" OPENING M -X METAL PANEL WALL, M -X DBL. GLAZED ALUM. WINDOW U=0.35 SHGC = 0.40 METAL PANEL M -X COLORED /DIFFUSED SAFETY GLASS PANEL G -X METAL PANEL CANOPY M -X DBL. GLAZED ALUM. WINDOW U =0.35 PRECAST CONC. PANEL ON BLDG. PAPER, OVER R -21 INSUL. ON 6" 20 GA. MTL STUD @16 "0. C. EXISTING CONC. P R BY CO "E /SHEL NO THERMAL BREAK A MTL. DOWEL TYP. REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 7 2008 City Of Tukwila j BUILDING DIVISION 0 0 /6\ D CITY OF TUKwlLp APR 15 2008 PERMIT CENTER GM STUDIO INC. 1906 EAST PROSPECT ST. SEATTLE WA 98112 206 861 8255 No. Date Consultant Revisions Description 5 04/10/08 PR -2 3 04/01/08 REVISION 1 2 03/18/08 CD 1 01/25/08 LANDLORD REVIEW 2 01 /22/08 REVIEW 2 01/07/08 PERMIT 1 01/04/08 LANDLORD REVIEW 12/19/07 REVIEW 1 Registfstion Project Name BLUE C SUSHI SOUTHCENTER MALL 468 SOUTHCENTER SEATTLE, WA 98188