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Permit D08-027 - WESTFIELD SOUTHCENTER MALL - SARKU JAPAN - BUILD OUT
SARKU JAPAN 2600 SOUThCENTER MALL FC -3 D08 -027 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 -027 Occupant /Tenant: SARKU JAPAN Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -3 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: N Design Occupant Load: 6 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SARKU JAPAN Address: 2600 SOUTHCENTER MALL FC -3 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: TIM PETTIFER Address: 7650 BIRCHMOUNT RD , MARKHAM L3R6B9 Phone: 416- 891 -3327 Contractor: Name: WOODBURN CONSTRUCTION Address: PO BOX 129 , WOODBURN OR 97071 Phone: 503 - 981 -9504 Contractor License No: WOODBC *201PL DESCRIPTION OF WORK: NEW TENANT BUILDOUT IN FOOD COURT OF 816 SQ FT doc: IBC -10/06 CitAlf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Value of Construction: $249,000.00 Fees Collected: $3,870.12 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 * *continued on next page ** Permit Number: D08 -027 Issue Date: 02/28/2008 Permit Expires On: 08/26/2008 Expiration Date: 11/02/2009 D08 -027 Printed: 02 -28 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Main Extension: Water Meter: N doc: IBC -10/06 City GOTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -027 Issue Date: 02/28/2008 Permit Expires On: 08/26/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: ,J� \ ,� Date: 1- d - 9 - 00 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 Bove _ or be complied with, whether specified herein or not. Th granting . s pe does not •. - .ume to give authority to violate or cancel the provisions of any other state or local laws regulating construction a pe ance of . . authorized to sign and obtain this development permit. Signature: � ' ,►� Date: 2 - Zi - O V" Print Name: - ► ( 14 (D VkAtZ 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 -027 Printed: 02 -28 -2008 Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: SARKU JAPAN 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 027 Status: ISSUED Applied Date: 01/16/2008 Issue Date: 02/28/2008 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 Thkwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Thkwila Building Department (206- 431 - 3670). 13: 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. 14: 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 doc: Cond -10/06 D08 -027 Printed: 02 -28 -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 Building Official from requiring the correction of errors in the construction documents and other data. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 28: 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) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating doc: Cond -10/06 D08 -027 Printed: 02 -28 -2008 and/or adding sprinkler heads. (IFC 901.4) 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 * * continued on next page ** 30: Sprinlders 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) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: 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. 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D08 -027 Printed: 02 -28 -2008 I hereby certify that I have this work will be complied Thegr. •. go cons ction or Signature: Print Name: 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 read these conditions and will comply with them as outlined. All provisions of law and with, whether specified herein or not. oes not presume to give authority to violate or cancel the provision of any other work e of work. D08 -027 Date: Z' Z-Sl • OY ordinances governing or local laws regulating Printed: 02 -28 -2008 CITY OF TUKWILI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wivw.ci.tukwila.wa.us t -6o Name: - i () P +1- '. - Contact Person: Mailing Address: Reused' 9 -2006 bh Building Permit C) O 7 Mechanical Permit No. MQ ' 0 1 O Plumbing/Gas Permit No. 0 0- 01 Public Works Permit No. Project No. '08 "- Olt (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION / ]]�� King Co Assessor's Tax No.: 0 36 — 001 0 Site Address:-t 6"1 SO(A c &1'er Tlcw Tiny, )c I (Oj Zs$ FG'3 Floor: 2 p �( r 1 I(11f�'9$ �$ Suite Number: Tenant Name: ..C/1 SotA,rnc /liter Inc. ! b13 F4 Sar- Property Owners Name: WE. / Soc4hc- e.11`t"e, L r -L-C, Mailing Address: 1 1 (p 01 j 1 (. h I re a l Ual 1 1 -Rost' CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: 7665J 13-ic"cP4 vv. a A ft E -Mail Address: 4 t i i't ' (y San4lAo o r . Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Li ()car- e Mailing Address: S 1A./ Ro ^ ie.- 6.4 k l `l //ar`o &u nedt ( �j e- E -Mail Address: n130)( a 4 r r'iPi 6` —ta..r 0rrl Company Name: L' f €.o' Pr 5Oo5 kA) Rn(a l 1- l6 sQ.c+e ( 9'4 Contact Person: /` Br s E -Mail Address: l el FO 9 near' — azf7L! > ee re_, Q :\ApplicationsWorms- Applications on Line \3 -2006 - Permit Apphcanon.doc New Tenant: igE Yes L as Pin eJ�S C/} g0025 Cit ` State Zip Day Telephone: 1 -1 1 (0 — 59, ( -' City State Zip Fax Number: qa 5— q74 -0 42-1 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ❑..No Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Irv;nq 'TX 7 City l j State Zip q Day Telephone: 17 2 "32,9 -9 a 22 Fax Number: 972` 92_ —7O61 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record '7 5660 (ru +rCk City L) Day Telephone: 9 7 Z` 4 l 2. 'i Z 2,, Fax Number: 9- 2.-- 2.- —9O( I Page 1 of 6 State . Zip BUILDING PERMIT INFORISION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2-9'1 OOO O Existing Building Valuation: $ Scope of Work (please provide detailed information): ".kW -knAn-k bv\tcc ov-k 11n Cocci GOVT . c Ue 5%44. Will there be new rack storage? ❑ Yes Z .. 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: A Sprinklers IN Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes f No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 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. Q: \Applications\Forms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 " Floor B 1 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORISION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2-9'1 OOO O Existing Building Valuation: $ Scope of Work (please provide detailed information): ".kW -knAn-k bv\tcc ov-k 11n Cocci GOVT . c Ue 5%44. Will there be new rack storage? ❑ Yes Z .. 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: A Sprinklers IN Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes f No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 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. Q: \Applications\Forms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Not f Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitar Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Please refer to Public Works Bulletin #1 for fees and estimate sheet. Q.Wpplicenons\Forms- Applications On I.me3 -2006 - Permit Application :doe Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ ... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -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 cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. » WO # ❑ ...Water Only Meter Size >> WO # ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ... Traffic Impact Analysis 0... Hold Harmless — (SAO) 0-.- Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment City State Zip Day Telephone: City State Zip Page 3 of 6 ITnit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500.000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 2 Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct z Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System i Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 9 Incinerator — Comm /Ind MECHANICAL PERMIT INF TION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): exh.v . r tel On (00 - nvt,ish It( 50Pce . � 5 00 Mt" 2 hOOds . 1 . U I i # Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel TNpe: Electric Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: O \Applications \Forms - Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste 1 , - 1 Gi rCS � (nte Gef f l Clothes washer, domestic Floor drain if 1 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent 1 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 PIPINAPERMIT INFORMATION - 206 -431 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 13 000 ° 00 Valuation of Gas Piping work (contractor's bid price): $ 1 5100 0 DO Scope of Work (please provide detailed information): 1450 (11 d14 Y.,4 . f 0)1/ 1 4 tv�l Au tombs i � ov I^ -f I i inc (vd ∎ i Building Use (per Int'l Building Code): M ! ► - 1'e, Occupancy (per lnt'I Building Code): t) Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:' Applicationsfforms- Applications On LineU -2006 - Permit Apphcation.doc Revised. 9-2006 bh Sewer: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not cxceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T I L, OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: AGENT: Mailing Address: I Date Application Accepted: t� Date Application Expires: Staff Initials: Q :Wpplications\Forms- Appltcanons On Line\3 -2006 - Permit Application doc Revised: 9 - 2006 bh Day Telephone: City Date: State Zip Page 6 of 6 Receipt No.: R08 - 00565 Initials: WER User ID: 1655 Payee: BERT BARTHOLOMEW ACCOUNT ITEM LIST: Description City of Tukwila Department of Community bevelopment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -027 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/16/2008 Applicant: SARKU JAPAN Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 1020 2,347.30 Account Code Current Pmts 2,342.80 4.50 Total: $2,347.30 Payment Amount: $2,347.30 Payment Date: 02/28/2008 02:06 PM Balance: $0.00 92C0 02/28 x710 TOTAL 2696.60 doc: Receipt -06 Printed: 02 -28 -2008 Receipt No.: R08 -00135 Initials: WER User ID: 1655 Payee: WOODBURN CONSTRUCTION ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www. ci. tukwila. wa. us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -027 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/16/2008 Applicant: SARKU JAPAN Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 2635 1,522.82 Account Code Current Pmts 000/345.830 1,522.82 Total: $1,522.82 • Payment Amount: $1,522.82 Payment Date: 01/16/2008 02:47 PM Balance: $2,347.30 7321 01/16 9710 TOTAL 1862.13 doc: Receipt -06 Printed: 01 -16 -2008 Project: S fa,Z v. Type of Inspection: t l `... Address: 2&o0 0 A« "(r 3 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit P 4-9 0 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l i l��! Y. I ! COiw' /!lf L / Date: 2 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: 'Date: Project: T $ikv 3",,0" Type of Inspection: rHa!{ • . Address: 14042 `► re -3 1 •A (I Date Called: Special Instructions: Date Wanted: 7 23 " 4 a.m. p.m. Requester: l,fSir/ la Phone No: 7 pot- © 7 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 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: rA (4C. t o 9f ,c k chi -.. nQ v v14 C1 ,•D (: , j . K 1- I. Inspector: Date: 7_22_ J $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: Projects .11�. t ( J 4- ��1J K Type Ja..1 Inspection: et e l Address: ,.6,oa Ola Date Called /" Special Instructions: Date Wanted: s/O U� a.m. P.m. Requester: Phone No: C3 9V V79 INSPECTION NO. V i ..w :o. INSPECTION RECORD Retain a copy with permit ,Y Da PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: I Date: 5—/Ze/elb $56WREINSPECTION FEE REQUIRED. Prior to inspection. fee must be pea at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: et 4 Type of Inspectio 7 .1 j J OC ■ (K 14- ll -- (,,' Q C.. /7. , 14 A.c LI — ilprove:c1 Special Instructions: Date Wanted: t—` — e. s- Q� a.rT p.m. ?JY : rice (lau(x• 1 u Phone No: C 3 "2 C Project: Type of Inspectio Address: Date Called: Special Instructions: Date Wanted: t—` — e. s- Q� a.rT p.m. Requester: Phone No: C 3 "2 C INSPECTION RECORD Retain a copy with permit Dom -02 . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lc- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Dale /_ G G: ith-. n ,� v , 'L/ 0 REINSPECTIO FE REQUIRED.. rior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: • COMMENTS: 10` 4 , r 4v/ ✓ o / /howl — ✓ ooke/ r'a 4 //L 5„), 5/ /-iii str /e+/ /44/i /PV,' di2 R A06e 414/ Special Instructions: A4TI - C:9115 1 M" 4 P /- ,u,ap•ri Af'e4 A/14 A geY6t Requester: Ph a No: hG3 . 12326, ..—^.. \ Pro' Type oflnspectiop; Address: c2&) Q ---CorOv tie%77y Date Called: ( / �, Special Instructions: Date Want se..".. a c:r2, Requester: Ph a No: hG3 . 12326, 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 -36 proved per applicable codes., El Corrections required prior to approval. $ 0 REINSPECTION F REQUIR . Prior to inspection. fee must be p id t 6300 Southcenter Blvd.. Sui a 100. Call the schedule reinspection. ReceibiNo.: Dat2 3 --d 6 Date: - I t jziw:at.-Ja... i • '•.3Ari s. w s. .a` -•.1' r•�ta�+`.c�' :vsys4',.� -... .._� �s«Y AiottliairanaVginittitiAkdid C9WANTS: Type o pectii8: r:/ w4 '1 /, v. Address: Ceo ) '�71.6,/0A•'64:le�� / C b��t/I. 1 le 4 00140 10 -? d, d /-d- A1,,frAte AS7 /� /Ay fi Date Wanted: a.m. Reque e ster: Phone No Sa3 3 -( . 3 ZZ i 7 -.----- 1 / \ Pro t: Type o pectii8: Address: Ceo ) Date Called: Special Instructions: Date Wanted: a.m. Reque e ster: Phone No Sa3 3 -( . 3 ZZ i• INSPECT! 9 N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. REINSPECTION FEE RE UIR . Prior o inspection. fee must b at 6300 Southcenter Blvd. Su, 100. Call the schedule reinspectidn. Date: Dag - 2 PERMIT NO. n1 f Project: 5 4 •ic t/ J7 Type of Inspection: F24 . ;in Address: Zr 4 0 �A. Aer.. � f .0 " / %j if Date Called: Special Instructions: Date Wanted: 5_75_ a p . Requester: Phone No: 5 79 3 G3 2G INSPECTION RECORD Retain a copy with permit TM —G2. PERMIT NO. INSPECTION 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. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: Inspector: Date: Receipt No.: Date: Project: ... 14.1A -T allia h Type of Inspection: h^a dY1 tv1 Address: ` '/Q® 5u.Ac .e. Az,# Date Called: !! Special Instructions: Date Wanted: 3 /7 7A fr a.m. p.m. Requester: Phone No: So3- 793 -632 ( 2 INSPECTION NO. joy -a7 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J oan h / )/ ' 1/J7 i7fJ� Date: . 7.2-7/04? $58.40 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be pain at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: 4 •• / 2 /d 10 /1 Type of Inspection: - /? .49i11 //V ss: A re ``s�6 C 1014 a Date Called: r --, Special Instructions: Date Wanted: 3 - 2 p _ (a7 p. - Requester: Phone No ,. 5 -6 3-75'3 -C_JZ 6- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,v d e ; -6 7 PERMIT NO. (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7 2-4,11,4.7v/ / 0 0 ,41/ 6 .)v ciP4).7 74/ 6' -gra /e/ve.7 nspecto .00 REINSPECTION FEE ' EQUIRE Prior o inspection. fee must be d at 6300 Southcenter Blv•., Suit- 100. Call the schedule reinspection. Receipt No.: Da 2 - 8 Date: COMMENTS: Type of Insp ion: \itUciiApik'( Contact Pers : Address: D 4,, c, 3 c . •--_ L-- Suite #: fC -3 1 Monitor: Phone No.: /1 - 'tic... Occupancy Type: ' rr C, AAA L. — O (_--- 1. -Cr t.4 k,'"?._ N CJs 72) 4- 'hvi.ditti R-r-e61 ►Noce. -19• ax R- N cis , t-t> S1,.. -4- S,,.,, w LV6, , I'. , .E.rae a --c3‹ — . .4 - -�.� Project: 514P-144, *-1--IPteg-iti Type of Insp ion: \itUciiApik'( Contact Pers : Address: D 4,, c, 3 c . •--_ L-- Suite #: fC -3 Special Instructions: Monitor: Phone No.: Permits: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER A• proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. Inspector: y 19t'` Date: 7/0y /A Hrs.. . e $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. - 1 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: t 1 SA kr.,k ,pA1RJ Address: 9.(o0 5e. c . 'RL(— #: -c C _ 3 Contact Person: r ite pedal Instructions: i ( Phone No.: Pre -Fire: Permits: • • Occupancy Type: . 1. - e- f I 1 5k.P4. 0,41 k) - 2 ' 4 fo .. IN,00J w ' ,h..a 12eAl. c �. . ' r ' e rw- 0 c— ,ice' S. OA- n� C,c), . Project: '" Type of Inspection: t 1 SA kr.,k ,pA1RJ Address: 9.(o0 5e. c . 'RL(— #: -c C _ 3 Contact Person: r ite pedal Instructions: i ( 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 c - - C- 617 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. I - 1 Corrections required prior to approval. Inspector: y Date: 7/2 338 Hr s.: ,/ 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 5 + /cam. #' - Are Alarm: Type of Inspection: SP — riPAc.. Monitor: A- , A l ) Address: a b c 0 Suite #: F.c 5 S• .-. . L Contact Person: Specral Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: - 2- INSPEC11ON NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 69 - 5 nil INsE - tv3 7 PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 206 - 575 -4407 P .Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 .AR'(_ C '. Inspector: 5 )y Date: "7 / /7 / Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Ward /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: • Sprinklers: Fire Alarm: Hood & Duct: )ey c'P ` i 74er /dope ., Pis ? r fho /20.5' nsz C R :Q4... rA)54- 4-- )_.5eu4is ) y e e . 4 , W I.e..,,- c r2 ' l,,z 4c, COOL" . ` � special Instructions: .. f Phone No.: ` /a?S— 7‘,e 26 9 Project: 5'4q 4 g o Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: // -,, , -4. � �.. ` i Address: .Q6 c mite #: A 3 Occupancy Type: Contact Person: 74,4,--07 ` � special Instructions: .. f Phone No.: ` /a?S— 7‘,e 26 9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: .' Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER R kpproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206 - 575-1407 602- • PERMIT NUMBERS Corrections requited prior to approval. Inspector: 6 5 Date: ti . /f Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project Info Project Address Sarku Japan Date 1/3/2008 633 South Center Pkwy For Building Department Use Tukwila,Wa 98188 Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Form lject Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms • FILE COPY Su.vn cvl � 4"6;i y aL• + �, � � t - 1)o& 027 Revised July 2007 JAN 17 2008 PERIvii 1 CENTER Project Info Project Address s arku Japan Date 1/3/2008 633 South Center Pkwy For Building Department Use Tukwila,Wa 98188 Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: s - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Project Description ] New Building ❑ Addition u Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems 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. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area All Restaurant /fast food 1.30 819.0 1064.7 Front Fluorescent strip light under counter 11 20.0 220.0 Front CF down light w/ (1) 26W DTT 17 21.0 357.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1064.7 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Kitchen 2x4 2 lamp fluorescent with (2) 32W T8 electronic ball 7 65.0 455.0 Front Fluorescent strip light under counter 11 20.0 220.0 Front CF down light w/ (1) 26W DTT 17 21.0 357.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1032.0 Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 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 lighting, 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 also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or 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. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools 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, performing arts 1.6 Hospital, nursing homes, and other Group 1 -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 Libraries' 1.3 Plans Submitted for Common Areas Only' 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 Prescriptive Spaces Occupancy: O W arehouses, storage areas or aircraft storage hangers Other Q ualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% e or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 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- tronic 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. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 - Unit Liahtina Power Allowance (LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, 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 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft 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 Power 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. Project Info Proj Addres s arku Japan Date 1/3/2008 633 South Center Pkwy For Building Department Use Tukwila,Wa 98188 Name: 4 - Fill out this line on PRJ -SUM Appl. Name 5 - Fill out this line on PRJ -SUM Appl. Phone 6 - Fill out this line on PRJ -SUM Project Description f, New ] Addition Alteration i 1Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ] Efficacy > 60 IumensAN Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting 1 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (10 or # of items Allowed Watts x ft (or x If) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Tradable Maximum Allowed Li htinS Wattage Tradable Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Revised July 2007 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 Watts 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 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 W /ft 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, f 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 Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form hting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Address Sarku Japan Date 1/3/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the Use listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 L;'ghting Motor, and Transformer Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised July 2007 Project Address Sarku Japan Date 1/3/2008 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 Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timerw /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes 1514 I Max. watts 'Indicate watts for each exit sign 1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 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 hp, rpm, efficiency I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers 'Indicate size and efficiency 1 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Ener• Code Com•liance Form :L-:a Motor, and Transformer P ,Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms 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 ft 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 (e.g., 24 -hour convenience stores), or 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 1540 — 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). Project Info Project Address s arku Japan Date 1/3/2008 633 South Center Pkwy For Building Department Use Tukwila ,Wa 98188 Applicant Name: 4 - gill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - gill out this line on PRJ -SUM Project Summary 2006 Washington State Nonresidential Energy Code Compliance Forms • 2006 Washington State Nonresidential Energy Code Compliance Form FILE C M ' o t i n 1 t;ov■ S t \ ad' L1 Y pe rmit NO Revised July 2007 JAN 17 2008 PEFiivli (:tNTtr Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Spt HP /BHP Flow Control Location of Service EF1 Captiveaire HRE -20 3229 1.00 1.50 CV Kitchen Roof EF2 Captiveaire HRE -13 1600 1.00 1.00 CV Kitchen Roof 205000 164000 80.000 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU Lennox LGA060H28 60000 2000 300 12.50 na Roof MUM. Captiveaire A2 -D.500 205000 4358 na 205000 164000 80.000 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency RTU Lennox LGA060828 78000 2000 300 78000 62000 80.000 MUM. Captiveaire A2 -D.500 205000 4358 na 205000 164000 80.000 Project Info Project Address Sarku Japan Date 1/3/2008 633 South Center Pkwy For Building Dept. Use Tukwila ,Wa 98188 Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: s - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. si Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Meichanical Summary MECH - SUM Revised July 2007 Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option Simple System O Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: E Constant vol? L Split system? L Air cooled? Packaged sys? [ <20,000 Btuh? E Economizer included? If Heating Only: — <5000 cfm? E <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MEC H -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START Heating Only Heating /Cooling / Air Cooled, or Cooling Only Yes Yes Constant V Reference Section 1421 Yes Ingle split Syste Package N. < =84,000 Unit? Btuh? Econo ,00I CO, —No <20,000 —N NJncluded? tuh' Yes Yes r Reference Section 142 otal Cap . wo economize <240,000 Btuh or 10 %? No AHCJ Outdoors or N -Yes -- Adjacent to utdoor No Simple System Yes Allowed (section 1420) • Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp HP /BHP Flow Control Location of Service Efficiency 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM Project Info Project Address Sarku Japan Date 1/3/2008 633 South Center Pkwy For Building Dept. Use Tukwila ,Wa 98188 Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM Applicant Phone: 6 - Fill out this line on PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 Compliance Option 0 Simple System n Complex System (l Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ] Constant vol? E Split system? Air cooled? Packaged sys? U <20,000 Btuh? Economizer included? If Heating Only: L <5000 cfm? E <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Reference Section 1421 Yes Heating /Cooling or Cooling Only Simple System Allowed (section 1420) otal Cap. wo economize <240,000 Btuh or 10 %? Use Complex Systems (section 1430) I Reference Section 1423 ingle Package - - -N Yes Unit? Yes ` <70% OSA 5—Yes* �No-- <20,000 • .Included? �gtuh ?i \te Yes Yes Yes or Adjacent to �Qutdoorsv� ''-Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. • •M - Complex Systems Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH-COMP Revised July 2007 Project Address Sarku Japan Date 1/3/2008 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup I Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14 -1G ZN i Gas /Od Furnace input ?225,000 tuh or Gas /Oj 1 Heater} Yes 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input 2 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required 2006 Washington State Nonresidential Energy Code Compliance Form no is circled Tor any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. \ � :Any Fuel Furnace. input ? 225,000 Btuh? Y 1411 1 0.75% Maximum Jacket Loss ,Z N ! ��. Air System Serving Multiple Zones' /Field - Assemble Equipment? Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required L (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required / Capacity of H Heating System > 300.000 Btuh? N Yes T Section 1432.2.2 Hot Water Supply Temperature Reset Required No 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems (back) M E C Hl-CO M P 2006 Washington State Nonresidential Energy Code Compliance Forms • • �0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? EER 10% Better than Code Section 1433 Economizer Required Yes Yes otor Incl. i qpmt Covr'd by Tbl 14 -1 A -14- 1G? Total Clg \\ Sbtal Cap. Capacity w/ '"' -No-- zEcono <=480,00 No Water Econo Btuh or 20% of <500 Tons �otal Cap.? Yes Yes ystem or Zon w/ Simultaneous Htg. & Clg.? No Application Involves Variable Flow? No DONE Yes. Yes-• Yes Yes Section 1436 50% Effective Heat Recovery Required Multi -speed Motor in Multi - tpeed system? Yes ; Section 1435 Zone Controls Must Yes-• Reduce Supply Air Quantity Before Reheating /Recooling No Yec • Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air No• Yes-• otal Bldg. Fum Exhaust > 15,000 cfm? Yes Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 1 Yes Section 1438 Variable Flow Devices Required Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity 1 Yes Revised July 2007 Open Motors Closed Motors 3,600 1,800 1,200 3,600 1 1,800 1,200 Efficiency ( °/) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full-Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washin•ton State Nonresidential Energ Code Com.liance Form Sarku Japan Type (open /closed) Description of Application or Use Date For Building Department Use Synch. Speed 1/3/2008 Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Permit Plans Checklist C 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK ii Revised July 2007 Project Address Sarku Japan Date 1/3/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum n. a . 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers no 1413.1 Air Econo Operation Indicate 100% capability on schedule no 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb no 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance no 1413.3 Integrated operation Indicate capability for partial cooling no 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct yes 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements no 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing no 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training no 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report yes 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank no 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n. a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circles Tor any question, provtae explanation: 2006 Washington State Nonresidential Energy Code Compliance Form hanical Permit Plans Checklist Revised July 2007 Me 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1 G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form hanical Permit Plans Checklist Revised July 2007 Me 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1 G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 141'2.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. 4 start ci1trols shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements. any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. • immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 1. Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) ?iite^ai Marc Brundige February 7, 2008 City Of Tukwila Attn: Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Phone: 206.431.3670 Permit Number: D08 -027 Project Name: Sarku Japan Address: 2600 Southcenter Mall, Suite FC -3 Plan Reviewer: Allen Johannessen • • Please find attached 4 complete sets that include the revisions per building department comments noted below. The following notes describe our response to each item. Building Comments: 1) Occupancy group on the cover sheet is indicates "M" occupancy. The food court, an "A" occupancy, shall be provided with its own separate C. of 0., which shall include relative food court food - service tenants. Therefore classification for the different tenants surrounding the food court shall not require each separate classification. For that reason classification for this space shall not be required since it is an accessory to the food court. (IBC Section 303 & 508.3.1) Please refer to sheet C1, the occupancy type has been changed from an "M" occupancy to an "A" occupancy. 2) Sheets A -3 and AD -1 are missing. Please provide those sheets. Sheets A -3 and AD -1 are included with the new sets. 3) Show 1 hour partition walls for tenant or corridor wall separations, shown on sheet C2, shall comply with listed wall assembly as UL No. U465. Revise notes and design accordingly. Please refer to detail W1 on sheet C2. The tenant and corridor wall separations are shown to comply with wall assembly UL No. U465. 4) Seismic design details for the suspended ceiling are not shown. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) Please refer to detail 09 /AD1. Marc Brundige 5005 W. Royal Lane, Suite 144 Irving, Texas 75063 Voice: 972.929.9226 Fax: 972.929.9061 www.linear-architecture.com CORRECTION LTR# DOS- 027 RF:C °I`V LL FEB 14 2008 PERrvil CENTEh • Mechanical Comments: 5) Mechanical equipment mounted on roofs exceeding 400 pounds shall require an engineer's analysis with calculations to show the roof structural members are sufficient for the additional Toads imposed by the combined mechanical equipment. Provide details with the engineer's calculations. All engineer's documents shall be original wet stamped and signed by the engineer. The landlords engineer has been notified and will provide these documents. 6) Plan shows grease drain down into the building. Provide a design or method that shall conform to the mechanical code where drainage of grease shall be captured in an approved grease reservoir capable of being maintained regularly. If a pipe is to be used, provide specifications to show pipes type, size and provide a method where grease shall not be allowed to buildup and clog the pipe. Identify where the pipe shall drain to. (IMC 506.5.2) The tenant will connect to the main line provided by the Landlord and the Landlord's grease line will be under separate permit and review process. Thank you for your time and attention to this project. Please feel free to contact me with any concerns. Sincerely, Marc Brundige N 8639 REGISTERED ARCHITECT MARC W BRUNDtGE TATE OF WASHINGTON Marc Brundige 5005 W. Royal Lane, Suite 144 Irving, Texas 75063 Voice: 972.929.9226 Fax: 972.929.9061 www.linear-architecture.com • • 2 • January 29, 2008 Tim Pettifer 7650 Birchmont Road Markham Ontario, Canada L3R6B9 RE: CORRECTION LETTER #1 Mechanical Application Number D08 -027 Sarku Japan — 2600 Southcenter Mall, Suite FC -3 Dear Mr. Pettifer, 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 Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163 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. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl • Cizy of f TUkWIlcZ xc: File No. D08 -027 P:\Permit Center\Correction Letters\2008\D08 -027 Correction Ltr #1.DOC wer Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t • Building Division Review Memo Date: January 29, 2008 Project Name: Sarku Japan Permit #: D08 -027 Plan Review: Allen Johannessen, Plans Examiner 2. Sheets A -3 and AD -1 are missing. Please provide those sheets. • 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. Occupancy group on the cover sheet is indicates "M" occupancy. The food court, an "A" occupancy, shall be provided with its own separate C. of 0., which shall include relative food court food - service tenants. Therefore classification for the different tenants surrounding the food court shall not require each separate classification. For that reason classification for this space shall not be required since it is an accessory to the food court. (IBC Section 303 & 508.3.1) 3. Show 1 hour partition walls for tenant or corridor wall separations, shown on sheet C2, shall comply with listed wall assembly as UL No. U465. Revise notes and design accordingly. 4. Seismic design details for the suspended ceiling are not shown. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -027 DATE: 02 -14 -08 PROJECT NAME: SARKU JAPAN SITE ADDRESS: 2600 SOUTHCENTE MALL FC -3 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: ,ZZ'ab B II•i `; D Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: "EMIT COORD COPY • PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROXITING: Please Route Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 02-19 -08 Not Applicable ❑ No further Review Required DATE: DATE: n 11 u DUE DATE: 03 -18 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -027 DATE: 01 -17 -08 PROJECT NAME: SARKU JAPAN SITE ADDRESS: 2600 SOUTHCENTER MALL FC -3 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 4� Bui d g Ott on Public Work Kt 1 . .cS DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS RO)ITING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire P revention '! Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: MME I A - I -22 oP Planning DiVision ❑ Permit Coordinator DUE DATE: 01 -22 -08 Not Applicable 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 Approved (attach comments) IT( DATE: n DUE DATE: 02 -19 -08 - �i Permit Center Use Only �► CORRECTION LETTER MAILED: 1r x'{ '06 Departments issued corrections: Bldg bri Fire ❑ Ping ❑ PW ❑ Staff Initials: • 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 Date: 264 O [/ Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fay etc. V '- 0Z-7 Project Name:,? A -A Project Address: Contact Person:, M 1 Phone Number: (((Q - ' Summary of Revision: z; A3 A17( re_v ∎5 l .3 .A t P 1 AQ.54-e,d, 41,tt Er Entered in Permits Plus on -n \applcationsWarns-applications on Iine\evision submittal L.1 canna Sheet Number(s): C l C- 2- k 3 AD "Cloud" or highlight all areas of revision including date o revision n Received at the City of Tukwila Permit Center by: Steven M Mullet, Mayor Steve Lancaster, Director raLLLIvLu CITY OF TUKWU q FFR � _ 4 240e ��Knn� r CENTER [Date] 0, (O 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. 17105- 021 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 n s be ' e • until the "shell" Building Permit No. D06 -147 has received final royal from the Building Division. a p ' (lir^ ec_44 This condition is hereby acknowledged by: Con44 _ Title : ;tee l% e uelwn Tenant Name: S.rkv �a.pwr, 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Z 4 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 2. iip Sink, other (service) 3 1.5 1 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 �o S- ©z-7 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.) 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. 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 (Please print or type) Owner's Name A SD"tr4 tire v14 v (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ¶i 4z l l .. , . 56v-I tr Ma if 1 Property Street Address Co 3 5 I e 44C+ 1 x+wA City, State, ZIP -Tv k. w i (a W 1 a' f S Owner's Phone Number ( ) Owner's Mailing Address 1If different from above) 1 k to a W'\5b1 r. t - 5'iv AL. 1,1 , ctoor Las lAvt5d es t C kt ° t 0025 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 1058 (Rev. 1/03) Total Fixture Units 1 ?J Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 (o RCE For King County use,: Account # Monthly Rate Six Month Due White — King County Property Tax ID # Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: - rAc#r Foy / (2f-s; ► 1.►� Estimated Wastewater Discharge: l.D Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE C. Total Residential Customer Equivalents: (add A & B) A B 3X0 •©1 Q RCE Print Name of Owner/ King County Total Discharge (gal /day) _ 187 Yellow — Local Sewer Agency Pink — Sewer Customer Department of Natural Resources and Parks RCE JAN 1 7 2008 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 - - e of a revised capacity charge. Signature of Owne Representative Represe ri tativ Date t 11¢ 1 o ir License Information License WOODBC *201 PL Licensee Name WOODBURN CONSTRUCTION CO. Licensee Type CONSTRUCTION CONTRACTOR UBI 600377351 Ind. Ins. Account Id Received Date Business Type CORPORATION Address 1 PO BOX 129 Address 2 City WOODBURN County OUT OF STATE State OR Zip 97071 Phone 5039819504 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/13/1980 Expiration Date 11/2/2009 Suspend Date Separation Date Parent Company Previous License Next License WITHELC044OF Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 SAFECO INS CO 6358479 10/25/2005 Until Cancelled $12,000.00 09/19/2005 Business Owner Information Name Role Effective Date Expiration Date WITHERS, TERRENCE C 01/01/1980 PARKER, WILLIAM E 01/01/1980 WITHERS, ROBERT L 01/01/1980 Look Up a Contractor, Electri aan or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WOODBC *201 PL 02/28/2008 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 SPACE# FC -3 SARKU JAPAN SPACE% FC -3 LEVEL: 02 OF 3 SO. FT.: 816 OWNER: SARKU JAPAN 7650 BIRCHMOUNT ROAD, MARKHAM, ONTARIO CANADA L3R 6B9 TEL: (905) 474 -0710 FAX: (905) 474 -0421 (- PROJECT INFORMATION: PROJECT MANAGEMENT: SJ DESIGN BUILD INC. 7650 BIRCHM❑UNT ROAD, MARKHAM, ONTARIO CANADA L3R 6B9 TEL: (905) 415 -5700 FAX: (905) 474 -0421 ATTIC: TIM PETTIFER - DIRECTOR, CONSTRUCTION ARCHITECT: LINEAR ARCHITECTURE 5005 WEST ROYAL LANE, SUITE 144 IRVING, TX 75063 TEL: (972) 929 -9226 FAX: (972) 929 -9061 ATTN,: PHILIP KEMERY / MERCI KEMERY NORDSTROM IIIInLt I10J11I I1 1 1LI LANDLORD: WESTFIELD CORPORATION 14TH FLOOR 11601 WILSHIRE BLVD. LOS ANGELES, CA 90025 TEL.: (310) 893 -4761 FAX.: (310) 575 -5991 ATTN,: JOSH KIMMEL - PROJECT MANAGER MALL PROPERTY MANAGEMENT: WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 TEL,: (206) 246 -0423 ATTN,: OPERATIONS MANAGER macy BUILDING DEPARTMENT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL.: (206) 431 -3670 FIRE DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WA 98188 TEL.: (206) 575 -4404 EMAIL: ±uk'"dadn ci, tukwila.wa.us HEALTH DEPARTMENT: TENANT: TENANT: SARKU JAPAN FUTURE RETAIL ADDRESS: WESTFIELD SOUTHCENTER SPACE# FC3 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 WASHINGTON STATE DEPARTMENT OF HEALTH 101 ISRAEL RD. SE TUMWATER, WA 98501 TEL.: (360) 236 -4501 APPLICABLE CODES CONSTRUCTION TYPE OCCUPANCY GROUP APPLICABLE CODES BUILDING - 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS EXISTING CONSTRUCTION TYPE: TYPE II - B - UNPROTECTED NONCOMBUSTIBLE FULLY SPRINKLED PRIMARY OCCUPANCY: A MECHANICAL - 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS PLUMBING - 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ELECTRICAL - 2005 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ACCESSIBILITY - CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER-FREE DESIGN ACCESS INCLUDING ICC/ ANSI A117.1 - 2003 ENERGY - 2006 WASHINGTON STATE ENERGY CODE FIRE - 2006 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS DRAWING INDEX C -1 COVER SHEET C -2 ROOM FINISH & RESPONSIBILITY SCHED., WALL LENGEND A -1 REFL. CLG. PLAN & FLOOR PLAN A -2 ELEVATIONS A -3 ELEVATIONS AD -1 DETAILS AD -2 DETAILS AS -1 ARCHITECTURE SPECIFICATIONS & NOTES K -1 EQUIPMENT PLAN, COUNTER CUT -OUT, ELECTRICAL & PLUMBING ROUGH -IN PLANS/ LOCATIONS EQUIPMENT SCHEDULE HOOD DRAWINGS HOOD DRAWINGS= HOOD DRAWINGS. MECHANICAL PLAN & SCHEDULES POWER & LIGHTING PLANS ELECTRICALS DETAILS & PANEL SCHEDULES PLUMBING PLANS PLUMBING DETAILS Permit No Plar review approval is Approval of cons the violation o . ad of apps By Date: - FILE COPY City of Tukwila E u LD eOI °. r;SO -VAT O A.F.F. ACT. ADJ. A.C. ALT. ALUM. A.B. APPROX. AWN. B.C. B.P. BM. BLK. B.S. B.W. OTM. BRK. BLDG. CAB. CPT. C.I. C.B. CLG. CEM. CTR. C.T. CHBD. C.O. CLO. COL COM. CONC. CONST. C.M.U. CONT. CONTR. C.J. C.TOP DEMO. DEPART. DTL. DIA. DIM. DR. DT.A. DT.S. DN. DWG. D.F. EA. E. ELEC. E.C. E.H.D. E.W.C. ELEV. ENCL EQ. EQUIP. EXIST. E.J. EXP. UT. E.G.C.B. ABOVE FINISH FLOOR ACOUSTICAL ADJUSTABLE AIR CONDITION /CONDITIONED/ CONDMONER /CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT AND APPROXIMATELY AT AWNING BASE CABINET BASE PLATE BEAM BLOCK BOTH SIDES BOTH WAYS BOTTOM BRICK BUILDING CABINET CARPET CAST IRON CATCH BASIN CEIUNG CEMENT CENTER CERAMIC TILE CHALKBOARD CLEAN OUT CLOSET COLUMN COMBINATION CONCRETE CONSTRUCTION CONCRETE MASONRY UNIT CONTINUOUS CONTRACTOR CONTROL JOINT COUNTER TOP DEMOLITION DEPARTMENT DETAIL DIAMETER DIMENSION DOOR DOVETAIL ANCHOR DOVETAIL SLOT DOWN DRAWING DRINKING FOUNTAIN EACH EAST ELECTRICAL ELECTRICAL CONTRACTOR ELECTRIC HAND DRYER ELECTRIC WATER COOLER ELEVATION ENCLOSURE EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXPOSED EXTERIOR EXTERIOR GYPSUM CDUNG BOARD F.O.S. FACE OF STUD F. FEET F.N.D. FEMININE NAPKIN DISPOSAL F.N.V. FEMININE NAPKIN VENDOR FIN. FINISH FIN. OPNG. FINISH OPENING F.E FIRE EXTINGUISHER F.E.C.R. FIRE EXTINGUISHER CABINET RECESSED FIRE HYDRANT FIRE RETARDANT PANEL FIRE RETARDANT TREATED FLOOR FLOOR DRAIN FLUSH PANEL FOOTING FRAMED MIRROR F.W. F.R.P. F.R.T. FL F.D. F.P. FTG. F.M. GALV. GA. G.C. GL G.B. G.W.B. GYP. HC. HDW. HT. H. H.C. H.M. HORIZ. IN. INCL I.D. INSUL JT. JST. LAM. LL LAV. L. MGR. M.H. MFR. MAS. M.O. MAT'L MAX. MECH. MT. M.F. M.S. M.R.D. MIN. M. MISC. M.R. M.B.H. MTD. N. N.I.C. N.T.S. NO. GALVANIZED GAUGE GENERAL CONTRACTOR GLASS GRAB BAR GYPSUM WALLBOARD GYPSUM HANDICAPPED HARDWARE HEIGHT HIGH HOLLOW CORE HOLLOW METAL HORIZONTAL INCH INCLUDE INSIDE DIAMETER INSUL/'TION JOINT JOIST LAMINATED LANDLORD LAVATORY LONG MANAGER MANHOLE MANUFACTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL METAL FRAME METAL STUD METAL ROOF DECK MINIMUM MIRROR MISCELLANEOUS MOISTURE RESISTANT MOP AND BROOM HOLDER MOUNTED NORTH NOT IN CONTRACT NOT TO SCALE NUMBER 0.C. OPNG. OPP. HAND 0.D. PR. P.T.D. P.T.H. P.COL PLAS. P.LAM. PLUMB. P.C. PLYWD. P.T. PHONE Q.T. R. RECT. REINF. REVD. REV. R.D. RM. R.O. S.C.O.F. S.N.D. SCH. SNT. SECT. SHT. SHO. SHO.C. SHO.H. SIM. S.D. S.H. S.C. 5. SPECS. SQ. SQ.FT. 5.5. STD. STL. STR. S.M.S. SUSP. SYS. TKBD. T.C. T.P.H. T.& G. T.B. TYP. U. U / 5 V.T.R. VERT. V.T. W.R. W.C. W.H. W.P. W. W/. W /0. WD. ON CENTER OPENING OPPOSITE HAND OUTSIDE DIAMETER PAIR PAPER TOWEL DISPENSER PAPER TOWEL HOLDER PIPE COLUMN PLASTER PLASTIC LAMINATE PLUMBING PLUMBING CONTRACTOR PLYWOOD PRESSURE TREATED TELEPHONE QUARRY TILE RADIUS RECTANGULAR REINFORCEMENT REQUIRED REVISION ROOF DRAIN ROOM ROUGH OPENING SUP COEFFICIENT OF FRICTION SANFTARY NAPKIN DISPOSAL SCHEDULE SEALANT SECTION SHEET SHOWER SHOWER CONTROLS SHOWER HEAD SIMILAR SOAP DISPENSER SOAP HOLDER SOuD CORE SOUTH SPECIFICATIONS SQUARE SQUARE FEET STAINLESS STEEL STANDARD STEEL STRUCTURAL STRUCTURAL METAL STUD SUSPEND SYSTEM TACKBOARD TENANT CO- ORDINATOR TOILET PAPER HOLDER TONGUE AND GROOVE TOWEL BAR TYPICAL, UNLESS OTHERWISE NOTED URINAL UNDERSIDE VENT THROUGH ROOF VERTICAL VINYL TILE WASTE RECEPTACLE WATER CLOSET WATER HEATER WATER PROOF WEST WIDTH WTTH WITHOUT WOOD SECTION CUT INDICATION PLAN DETAIL INDICATION ELEVATION INDICATION DOOR IDENTIFICATION FURNISHING & ACCESSORIES INDICATOR GENERAL NOTES 6E ARA I E PERMIT �iulrRcD FOR: . Mechanical iffi Electrical re Plumbing iff Gas Piping City of Tukwila • BUILDING DIVISION FINISH INDICATOR EQUIPMENT SYMBOL ELEVATION TARGET 0 -0I ELEVATION ABOVE FIN. FLR' - SURFACE DESCRIPTION SECTION NUMBER SHEET NUMBER DETAIL AREA DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER NOTES WHICH APPLY TO SPECIFIC ITEMS ON DRAWINGS WHERE INDICATED. CENTERLINE DIAMETER PLATE L.L. LEASE LINE D08 o27 COVER SHEET CI CO CO N D N. C3 CD C) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Izt rics JOB NUMBER L 21 L 7.2 tt 0 � U c L imaa cD 7 u] ai °3 r J4 ` U r6nN� c D <-4 CN x n rn c csi a' X O . P XX -Q O 0. . . SHEET NUMBER Cl CO C I co ix co -DO O N) U o U ( w _) V) c � � DATE OF ORIGINAL ISSUE 24 SEPT BIB 2001 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 SPACE# FC3 KEY PLA \: SARKU JAPAN SPACE# FC -3 LEVEL: 02 OF 3 SO. Ff. ' 816 PROJECT INFORMATION: OWNER: SARKU JAPAN 7650 BIRCHMOUNT ROAD, MARKHAM, ONTARIO CANADA L3R 6B9 TEL; (905) 474 -0710 FAX' (905) 474 -0421 PROJECT MANAGEMENT: SJ DESIGN BUILD INC. 7650 BIRCHM❑UNT ROAD, MARKHAM, ONTARIO CANADA L3R 6B9 TEL; (905) 415 -5700 FAX; (905) 474 -0421 ATTN.; TIM PETTIFER - DIRECTOR, CONSTRUCTION ARCHITECT: LINEAR ARCHITECTURE 5005 WEST ROYAL LANE, SUITE 144 IRVING, TX 75063 TEL (972) 929 -9226 FAX' (972) 929 -9061 ATTIC; PHILIP KEMERY / MERCI KEMERY LANDLORD: WESTFIELD CORPORATION 14TH FLOOR 11601 WILSHIRE BLVD, LOS ANGELES, CA 90025 TEL,; (310) 893 -4761 FAX (310) 575 -5991 ATTN,; JOSH KIMMEL - PROJECT MANAGER MALL PROPERTY MANAGEMENT: WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 TEL,; (206) 246 -0423 ATTN,; OPERATIONS MANAGER BUILDING DEPARTMENT: CITY OF TUKWILA 6300 SOUTHCENTER BLVD, #100 TUKWILA, WA 98188 TEL,; (206) 431 -3670 FIRE DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WA 98188 TEL,; (206) 575 -4404 EMAIL; tukfdadri @d,tukwlla,wa.us HEALTH DEPARTMENT: WASHINGTON STATE DEPARTMENT IF HEALTH 101 ISRAEL RD. SE TUMWATER, WA 98501 TEL,; (360) 236 -4501 TENANT: TENANT' SARKU JAPAN ADDRESS; WESTFIELD SOUTHCENTER SPACE# FC3 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 APPLICABLE CODES CONSTRUCTION TYPE EXISTING CONSTRUCTION TYPE: TYPE II — B — UNPROTECTED NONCOMBUSTIBLE FULLY SPRINKLED OCCUPANCY GROUP PRIMARY OCCUPANCY: M — MERCANTILE APPLICABLE CODES BUILDING — 2003 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS MECHANICAL — 2003 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS PLUMBING — 2003 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ELECTRICAL — 2003 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS ACCESSIBILITY — CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER —FREE DESIGN ACCESS INCLUDING ICC/ ANSI A117.1 — 2003 ENERGY — 2003 WASHINGTON NON RESIDENTIAL ENERGY CODE FIRE — 2003 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS DRAWING INDEX C -1 COVER SHEET C -2 ROOM FINISH & RESPONSIBILITY SCHED., WALL LENGEND A -1 A -2 A -3 AD -1 AD -2 AS -1 K -1 K -2 M -1 H -1 H -2 H -3 E -1 E -2 P -1 P -2 REFL. CLG. PLAN & FLOOR PLAN ELEVATIONS ELEVATIONS DETAILS DETAILS ARCHITECTURE SPECIFICATIONS & NOTES EQUIPMENT PLAN, COUNTER CUT —OUT, ELECTRICAL & PLUMBING ROUGH —IN PLANS/ LOCATIONS EQUIPMENT SCHEDULE MECHANICAL PLAN & SCHEDULES HOOD DRAWINGS HOOD DRAWINGS HOOD DRAWINGS POWER & LIGHTING PLANS ELECTRICALS DETAILS & PANEL SCHEDULES PLUMBING PLANS PLUMBING DETAILS ABBREVIATIO \S: A.F.F. ACT. ADJ. A.C. ALT. ALUM. A.B. APPROX. AWN. B.C. B.P. BM. BLK. B.S. B.W. BTM. BRK. BLDG. CAB. CPT. C.I. C.B. CLG. CEM. CTR. C.T. CHBD. C.O. CLO. COL COM. CONC. CONST. C.M.U. CONT. CONTR. C.J. C.TOP DEMO. DEPART. DTL DA. DIM. DR. DT.A_ DT.S. DN. DWG. D.E. EA. E. ELEC. E.C. E.H.D. E.W.C. ELEV. ENCL EQ. EQUIP. EXIST. E.J. EXP. EXT. E.G.C.B. CABINET CARPET CAST IRON CATCH BASIN CEILING CEMENT CENTER CERAMIC TILE CHALKBOARD CLEAN OUT CLOSET COLUMN COMBINATION CONCRETE CONSTRUCTION CONCRETE MASONRY UNIT CONTINUOUS CONTRACTOR CONTROL JOINT COUNTER TOP SY ABOVE FINISH FLOOR ACOUSTICAL ADJUSTABLE NR CONDITION /CONDITIONED/ CONDITION ER /CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT AND APPROXIMATELY AT AWNING BASE CABINET BASE PLATE BEAM BLOCK BOTH SIDES BOTH WAYS BOTTOM BRICK BUILDING DEMOLITION DEPARTMENT DETAIL DIAMETER DIMENSION DOOR DOVETAIL ANCHOR DOVETAIL SLOT DOWN DRAWING DRINKING FOUNTAIN EACH EAST ELECTRICAL ELECTRICAL CONTRACTOR ELECTRIC HAND DRYER ELECTRIC WATER COOLER ELEVATION ENCLOSURE EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXPOSED EXTERIOR EXTERIOR GYPSUM CEILING BOARD \IBOLS L SECTION CUT INDICATION PLAN DETAIL INDICATION ELEVATION INDICATION DDDR IDENTIFICATION FINISH INDICATOR EQUIPMENT SYMBOL FURNISHING & ACCESSORIES INDICAT ❑R GENERAL NOTES ELEVATION TARGET F.O.S. F. F.N.D. F.N.V. FIN. FINISH FIN. OPNG. FINISH OPENING F.E. FIRE EXTINGUISHER F.E.C.R. F.H. F.R.P. F.R.T. FL F.D. F.P. FIG. F.M. GALV. GA. G.C. GL. G.B. G.W.B. GYP. HC. HDW. HT. H. H.C. H.M. HORIZ. IN. INCL I.D. INSUL Jr. JST. LAM. LL LAV. L MGR. M.H. MFR. MAS. M.O. MAT'L MAX. MECH. MT. M.F. M.S. M.R.D. MIN. M. MISC. M.R. M.B.H. H D. N. N.I.C. N.T.S. NO. -OE \3: JOINT JOIST 3). FACE OF STUD FEEI FEMININE NAPKIN DISPOSAL FEMININE NAPKIN VENDOR FIRE EXTINGUISHER CABINET RECESSED FIRE HYDRANT FIRE RETARDANT PANEL FIRE RETARDANT TREATED FLOOR FLOOR DRAIN FLUSH PANEL FOOTING FRAMED MIRROR GALVANIZED GAUGE GENERAL CONTRACTOR GLASS GRAB BAR GYPSUM WALLBOARD GYPSUM HANDICAPPED HARDWARE HEIGHT HIGH HOLLOW CORE HOLLOW METAL HORIZONTAL INCH INCLUDE INSIDE DIAMETER INSULATION LAMINATED LANDLORD LAVATORY LONG MANAGER MANHOLE MANUFACTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL METAL FRAME METAL STUD METAL ROOF DECK MINIMUM MIRROR MISCELLANEOUS MOISTURE RESISTANT MOP AND BROOM HOLDER MOUNTED NORTH NOT IN CONTRACT NOT TO SCALE NUMBER o - O , - ELEVATION ABOVE FIN. FLR ' - SURFACE DESCRIPTION CENTERLINE DIAMETER PLATE LEASE LINE O.C. OPNG. OPP. HAND 0.D. PR. P.T.D. P.T.H. P.COL PLAS. P.LAM. PLUMB. P.C. PLYWD. P.T. PHONE Q.T. R. RECT. REINF. REQ REV. R.D. RM. R.O. S.C.O.F. S.N.D. SCH. SNT. SECT. SHE. SHO. SHO.C. SHO.H. SIM. S.D. S.W. S.C. 5. SPECS. SQ. SQ.FT. 5.5. STD. STL SIR. SUSP. SYS. TKBD. T.C. T.P.H. T.& G. T.B. TYP. U. U/S V.T.R. VERT. V.T. W.R. W.C. W.H. W.P. W. W/. W /0. WD. SECTION NUMBER SHEET NUMBER DETAIL AREA DETAIL NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER NOTES WHICH APPLY TO SPECIFIC ITEMS DN DRAWINGS WHERE INDICATED. NOTES WHICH APPLY TO ALL DRAWINGS. 0 ON CENTER OPENING OPPOSITE HAND OUTSIDE DIAMETER PAIR PAPER TOWEL DISPENSER PAPER TOWEL HOLDER PIPE COLUMN PLASTER PLASTIC LAMINATE PLUMBING PLUMBING CONTRACTOR PLYWOOD PRESSURE TREATED TELEPHONE QUARRY TILE RADIUS RECTANGULAR REINFORCEMENT REQUIRED REVISION ROOF DRAIN ROOM ROUGH OPENING SUP COEFFICIENT OF FRICTION SANITARY NAPKIN DISPOSAL SCHEDULE SEALANT SECTION SHEET SHOWER SHOWER CONTROLS SHOWER HEAD SIMILAR SOAP DISPENSER SOAP HOLDER SOLID CORE SOUTH SPECIFICATIONS SQUARE SQUARE FEET STAINLESS STEEL STANDARD STEEL STRUCTURAL STRUCTURAL METAL STUD SUSPEND SYSTEM TACKBOARD TENANT C0- ORDINATOR TOILET PAPER HOLDER TONGUE AND GROOVE TOWEL BAR TYPICAL, UNLESS OTHERWISE NOTED URINAL UNDERSIDE VENT THROUGH ROOF VERTICAL VINYL TILE WASTE RECEPTACLE WATER CLOSET WATER HEATER WATER PROOF WEST WIDTH WITH WITHOUT WOOD SEAT'P By = A K -OPENING INSPECTION 81 THE MUG COUNTY HEALTH DEPARTME�' f S . T O I>� �, APPLICANT ICA T PLAT ::.�,+':: ``. �O E.0 V 3 � SUB ECCT O O D IINAANCE JAN 1 R 2008 abliC CO i ECEI V EL DEC 9 2007 r) FR cnj COVER SHEET • APPLICANT COPY UJ n dl aaaaa= CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ARCHITECT: Marc Brundige ISSUE DATE: 11 -30 -07 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. W 4_, :EE V l � 0 L . t L. m to JOB NUMBER 721 SHEET NUMBER r c1 DATE OF ORIGINAL ISSUE 24 SEPTT1BER 2001 Q1 z 0 2 a i 7 . 2 `D U yn] __J ' . O U ;n i C ro cv a cL fx c o.! o o :? E 4 N N 00 0) 0) I = INSTALL (ONLY) F = FURNISHINGS (ONLY) E = EXISTING /REMAIN AS IS FSE = FOOD SERVICE EQUIP. SUPPLIER CONTRACTOR SUPPLIED, CONTRACTOR INSTALLED OWNER SUPPLIED, CONTRACTOR INSTALLED OWNER SUPPLIED, OWNER INSTALLED EXISTING B1 REMARKS BUILDER'S RISK - PROPERTY INSURANCE • (WP B 1 AC 1 WALK -IN COOLER SELECTIVE DEMOLITION WIP WIP WIP WALK -IN FREEZER NOT APPLICABLE PEST CONTROL • NOT APPLICABLE PREFINISHED SHELVES • \ISH DESCR PT C \: TYPE DESCRIPTION CUSTOM S/S CASEWORK COLOR NO. /NAME • QT1 QUARRY TILE F BY CASEWORK MFG DRYWALL Q INTERIOR PARTITION • B1 QUARRY TILE COVED BASE DAL -TILE P -3665 RED SURLIREAD DRYWALL © DEMISING STUDS • GLASS MOSAIC TILE RAVE (+ BLACK) 1 ° x1" w/ COLOR GROUT DRYWALL STUDS FOR DEMISING PARTITIONS GLASS MOSAIC TILE RAVE (+ RED) • ® ACCESSORIES (EXCEPT AS NOTED BELOW) • BLACK GALAXY 3/4° (THK.) 0 * MARBLE - SOAP & PAPER TOWEL DISPENSERS WHITE • L1 LAMINATE PANEL - TRASH RECEPTACLES WP1 • KEMUTE F BY FSE FIRE EXTINGUISHERS • WALK -IN COOLER PANEL NORLAKE METAL CLASS "K" CONCRETE SLAB STAINLESS STEEL BRUSH • M2 STOREFRONT SIGN • 18 GAUGE A1 2' X 4' SUSPENDED T -BAR CEILING MENU BOARDS GRID: SERIES 830 WHITE FINISH # 41 • P1 PAINT (GWB CEILING) PRATT & LAMBERT CELU TONE PHOTO BOARDS SEMI -GLOSS ENAMEL (WASHABLE) • PAINT (METAL DOOR & FRAME ETC) PRATT & LAMBERT CELU -TONE WHITE EQUIPMENT UST ITEMS • • PIETRA CUCINA MEZZANOTTE #1114 2CM TRAY SLIDE/ COUNTERTOP • • • HOT WATER HEATER (ELECTRIC) • BEVERAGE DISPENSING EQUIPMENT • F & I BY BD/. SUPPLIERS) CASH REGISTER(S) • AUTOMATIC FIRE EXTING. (SPRINK.) SYS. • GAS PIPING SYSTEM (EXCEPT AS NOTED) • • - GAS PIPING TO SPACE • ON ROOF/ TENANT PICK UP OFF MAIN LINE PLUMBING SYSTEM (EXCEPT AS NOTED) • - WATER PIPING TO SPACE • - VENT TO DEMISED SPACE • - WATER METER • HVAC SYSTEM • SEE MECH. DRAWINGS EXHAUST HOOD & FAN • EXHAUST DUCTING • ELECTRICAL SYSTEM (EXCEPT AS NOTED) - UTILITY SERVICE TO MAIN DISCONNECT • - MAIN DISCONNECT TO SERVE SPACE • - CONDUCTOR TO DISC. • -- ELECTRICAL METER • - MAIN CONDUIT TO SPACE • - MAIN CONDUCTOR TO SPACE • - DISTRIBUTION PANEL(S) W/I SPACE • - LIGHTING FIXTURES • TELEPHONE WIRING SYSTEM (& JACKS) - TELEPHONE UNITS • GLAZING • WATER FILTER FOR ICE MACHINE / COKE FOUNTAIN • SERVICE REAR DOOR • SEE DOOR SCHEDULE FOR MORE DETAILS BARRICADE • FIRE ALARM • TENANT HOOK HOOD TO SYSTEM ONLY WATERPROOF MEMBRANE • LATICREIk 9235 ROOM FLOOR WALL BASE CEILING SERVICE (0 T1) 00 B1 8 PREPARATION QT1 (WP B 1 AC 1 WALK -IN COOLER WIP WIP WIP WIP WALK -IN FREEZER WIP (WIP) • P \ISH DESCR PT C \: TYPE DESCRIPTION MANUFACTURER COLOR NO. /NAME REMARKS QT1 QUARRY TILE DAL -TILE OQ -81 RED SURETREAD 6 "x6 "x3/8" W/ COLOR SAND GROUT B1 QUARRY TILE COVED BASE DAL -TILE P -3665 RED SURLIREAD 6 ° x6 ° x3/8 ° W/ COLOR SAND GROUT T1 GLASS MOSAIC TILE RAVE (+ BLACK) 1 ° x1" w/ COLOR GROUT T2 GLASS MOSAIC TILE RAVE (+ RED) 1"x1" w/ COLOR GROUT ® GRANITE BLACK GALAXY 3/4° (THK.) 0 * MARBLE WHITE 3/4 (THK.) L1 LAMINATE PANEL MACASSAR B &W DIE PANEL WP1 FIBRE REINFORCED PLASTIC PANEL KEMUTE 85 WHITE FX- GLASBORD 0.09° WALK -IN COOLER PANEL NORLAKE METAL 26 GAUGE EMBOSSED GALVANIZED WITH ALUMINIUM 0 ' STAINLESS STEEL BRUSH 18 GAUGE M2 GALVANIZED STEEL PANEL BLACK PAINT SEMI -GLOSS ENAMEL 18 GAUGE A1 2' X 4' SUSPENDED T -BAR CEILING ARMSTRONG GRID: SERIES 830 WHITE FINISH # 41 VINYL CLAD, GYPUM P1 PAINT (GWB CEILING) PRATT & LAMBERT CELU TONE WHITE SEMI -GLOSS ENAMEL (WASHABLE) P2 PAINT (METAL DOOR & FRAME ETC) PRATT & LAMBERT CELU -TONE WHITE GLOSS ENAMEL P3 PAINT PIETRA CUCINA MEZZANOTTE #1114 2CM NOTES a ALL MATERIAL IN THIS SCHEDULE SHALL BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR (UNLESS NOTED OTHERWISE). • ALL FINISHES TO BE MINIMUM CLASS 'B'. • ALL MATERIALS USED FOR INTERIOR FINISH AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. • WALL TILE, SOFFIT TILE & BASES IN ROOMS WITH GWB WALLS SHALL BE THIN SET WITH ADHESIVE IN ACCORDANCE WITH THE TILE ROO \IS SC 3 JLE: , . — ( DOOR SCIIE�.,LE: SYMBOL u SIZE & DESCRIPTION 40 "x84 "x 1 -3/4 HOLLOW METAL PAINT FINISH B LABEL, UL 1 -HR. TYPE B FRAME HOLLOW METAL 1 -1/2" PROFILE HARDWARE 1 -1/2 PAIR HINGES 1 LEVER LOCKSET 1 DOOR CLOSER 1 10 ° x36" S/S KICKPLATE 1 DOOR STOP MT'D ON WALL 1 VIEWER RESPO\SIBILITY SCI VIEWER TYPE 1 , EQ. NOTE : REAR DOOR SIGNAGE: "SARKU JAPAN, SPACE FC3" 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON RED BACKGROUND, MOUNTED 5' -0" ABOVE FINISH FLOOR, CENTERED ON DOOR PARTITI O \ Flu. vans WITH U.L fHW -S-0009 (1 -HR) =NAG — DECK' MONO SEA. TO DECK GYPSUM WALLBOARD: 5/8 9i THICK. 4 FT. w1DE, ATTACHED TO STEEL STUDS AND FLOOR AHD (=TUG TRAD( WITH 1 54 LONG, TYPE S SE1F- TAPPING STEEL SCREW SPACED 8 9L RC. ALONG ELGES OF ECAR0 AN 12 IN 04.2 THE F7ELD OF THE Sawa JOINTS ORLENTED WEVDCALLY AND STAGGERED ON OPPOSITE SIDES OF 77E ASSEMBLY. U.S. GYPSUM CO. -TYPE ,C, OR EDL14L DEMISING WALL STUDS STEEL STUDS r 91 WIDE (MOO) 1 -1/4 DL LEGS, 3/8 IN RETURN FORMED OF 25 MSc (WL) CALV STEEL MAX STN SPACING 24 DL O.C. FLOOR & Ct3JNG RUNNER 20 NSO (MN.) GALV. STEEL 1 UL LOCH; RETTRN LEGS 3-5/8 DL WE (MOO) ATTACHED TO FLOOR AND CEILING WITH FA57ENER5 24 IN RC FJPSTINC SLAB STEEL MUDS. 6"R WOE (MM.) 1-1/4 D LEGS, 3/8 IN RETURN FORMED OF 25 HSG (WN.) G4LV S7FE1 MAY STN S'ACBVG 16 DL O.C. !VII00D SWIM 1/2 IA. TRIM GRADE COX ATTACHED TO STEEL STUDS AND TOP MD BOTTOM TRACK WITH 1 IN. LONG TYPE 5 SELF- TAPPING STEla SCRERS SPACED 8 SL RC. SCALE: MS FLUOR g CEILING RUNNER 20 MSG (MPH) GALV STEF?. 1 IN 7OGF RETURN LEGS 3-5/8 91 WIDE (MM.) ATTACHED TO FLOOR AND c70JNC WITH FASTENERS 24 IM RR EWING STAB SCALE: NTS LL W1 WALL SECTION W3 WALL SECTION \D• FLOOR & CEIlOLG ROHNER 20 MSC (Ms) GU.. STEEL 1 Di HIGH, RETURN LEGS 3-5/3 IN 7470E (1974) ATTACHED TO FLOOR AND CLUNG WITH FASTENERS 24 M. RC. vj SEE REF. PLAN JOINT TAPE k CO1FOUND NNYI, DRY OR PREMIXED JOINT CUAPOLIND, APPLIED IN NO C0AT5 TO JOINTS A110 SCREW HEADS; PAPER TAPE 2 9L KO& EMBEDDED IN MST IAYER OF COMPOUND OVER ALL JOGS AS AN ALTERNATE: r.OL7NAL 3/32 BL THICK GYPSUM VEV/DO? PLASTER MAYBE APPLIED TO THE EN797E 5URFAX OF CLASSIFIED VENEER BASEBOARD, JO REINFORCED. 5,0 TYPE Y GYP. WALLBOARD EACH SIDE OF WALL CONTRACTOR TO INSTALL ON TENANT SIDE ALLIFLANT CONTRACTOR TO LNSTALL ON ADJ. TENANT SEL5 1/2 CEMENT IYAUBL o 24' FROM FLOOR CONTRACTOR TO BTSTN7 ON TENANT SNE ALL FIRE -WALL PENETRATIONS TO BE 115TA1.1.ED PER U.L NUMBERS: 147 = WL 1001 148 = AL 2002 WL 1002 WL 2003 AL 1003 WL 2004 At 5001 WL 2005 AL 5002 U.L. DESIGN NO. U465 NONBEARING WALL RATING - 1 HR. PLY74000 SNE41111FW: 1/2 Pi ROC, CAADE CDX 1/2• CEMENT WALLBOARD 24' FROM FLUOR CONTRACTOR TO NSW. ON TENANT SIDE VARBMY TOP OF STLV TOP OFDECK 4 TOP OF DECK MONO VAP E5 SEE Fes. RAN WALL STNS STEEL STUD. 4 IN wm5 OM.) 1 -1/4 Di LEM 3/8 Di RETURN, FORMED OF 25 MSG (A9AL) GAIY STEEL 57110 SPACD1C 16 DL 0.0. FL00R & CEIJ G RUNNER 20 MS0 (IRO 04.5. STEEL 1 IN F5p1, RETURN LEGS 3-5/8 Di 7470E (MIN.) ATTACHED TO FLOOR MD CEHJNG W77H FASTEIERSS 24 55 0.0. EXSTING STAB SCALE: NTS rI W2 WALL SECTION FLOOR dc CAL/770 RUNNE70 20 7756 (TON.) 0415. STEEL 1 DL HOOT RETURN LEGS 3-5/8 IN MCC ONO ATTACHED TO FLOOR AND CEH7770 WITH FASTENERS 24 IN. 0.5. 1/2• GYP. WALLBOARD 0471 5750 OF WALL 1/2' 02177T WALLBOARD 24" FROM ;woe EACH SIDE OF WALL VARIES VARIES SEE ice. PLAN JOINT TAPE & COMPOUND 5040, DRY OR PREl1YED JONI GOWNED. APPLIED IN TWO COATS TO JOINTS AA® scaw 11E4= PAPER TAPE;, 2 M. 7410E EMBEDDED w FIRST LAYER OF COWOUN0 OVER ALL JODITI AS AN ALIENATE, N019NAL 3/32 85 THICK G70 w VET ER PLASM? ANY 6E APPLIED TO THE EERRE SURFACE OF CLAmosO ism? BASEBOARD, JOINTS RDWORCED. Y FEB. 14 2008 PERMIT CENTEFI RM. FINISH & RESPON. SCH., LEGEND & ABBR.'S 0 w w N 00 OD Co CI 0 w ▪ ci n Cr ) '- 4 ▪ N Q O O <KKI<<I2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS r � V a) QS' tko L) c 0 � �1 O �cJ d O K ® L- O zc7 n, OZ ED m S O CC U J CM m * O Y Q N: o JOB NUMBER 7,21 SHEET NUMBER C2 DATE OF ORIGINAL ISSUE 24 SIePTh1BKR 2t2,07 EXISTING WALL /. NEW WALL; NON - LOADBEARING INTERIOR PARTITION .....................2 2 LOW WALL :Z _Z._._._Z 3* : WALK -IN BOX PANEL (PANEL BY MANUFACTURER) WALL LEC L \ 3: W1 DEMISING WALL: LANDLORD PROVIDES 6" METAL STUD AND GENERAL CONTRACTOR TO FINISH WITH SIDE. TYPE ° X ° GYPSUM BOARD TO FULL HEIGHT, FIRE TAPED AND SEALED " GYP. BD. ON TENANT SI W 4" METAL STUD FROM F.F. TO THE HEIGHT AS SHOWN WITH °x24" 'DUROCK' CEMENT BOARD AND Y° GYPSUM WALL BOARD ON BOTH SIDES. W3 6" METAL STUD FROM F.F. TO THE HEIGHT AS SHOW WITH 4 "x24" 'DUROCK' CEMENT BOARD AND Y2 PLYWOOD ROO \IS SC 3 JLE: , . — ( DOOR SCIIE�.,LE: SYMBOL u SIZE & DESCRIPTION 40 "x84 "x 1 -3/4 HOLLOW METAL PAINT FINISH B LABEL, UL 1 -HR. TYPE B FRAME HOLLOW METAL 1 -1/2" PROFILE HARDWARE 1 -1/2 PAIR HINGES 1 LEVER LOCKSET 1 DOOR CLOSER 1 10 ° x36" S/S KICKPLATE 1 DOOR STOP MT'D ON WALL 1 VIEWER RESPO\SIBILITY SCI VIEWER TYPE 1 , EQ. NOTE : REAR DOOR SIGNAGE: "SARKU JAPAN, SPACE FC3" 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON RED BACKGROUND, MOUNTED 5' -0" ABOVE FINISH FLOOR, CENTERED ON DOOR PARTITI O \ Flu. vans WITH U.L fHW -S-0009 (1 -HR) =NAG — DECK' MONO SEA. TO DECK GYPSUM WALLBOARD: 5/8 9i THICK. 4 FT. w1DE, ATTACHED TO STEEL STUDS AND FLOOR AHD (=TUG TRAD( WITH 1 54 LONG, TYPE S SE1F- TAPPING STEEL SCREW SPACED 8 9L RC. ALONG ELGES OF ECAR0 AN 12 IN 04.2 THE F7ELD OF THE Sawa JOINTS ORLENTED WEVDCALLY AND STAGGERED ON OPPOSITE SIDES OF 77E ASSEMBLY. U.S. GYPSUM CO. -TYPE ,C, OR EDL14L DEMISING WALL STUDS STEEL STUDS r 91 WIDE (MOO) 1 -1/4 DL LEGS, 3/8 IN RETURN FORMED OF 25 MSc (WL) CALV STEEL MAX STN SPACING 24 DL O.C. FLOOR & Ct3JNG RUNNER 20 NSO (MN.) GALV. STEEL 1 UL LOCH; RETTRN LEGS 3-5/8 DL WE (MOO) ATTACHED TO FLOOR AND CEILING WITH FA57ENER5 24 IN RC FJPSTINC SLAB STEEL MUDS. 6"R WOE (MM.) 1-1/4 D LEGS, 3/8 IN RETURN FORMED OF 25 HSG (WN.) G4LV S7FE1 MAY STN S'ACBVG 16 DL O.C. !VII00D SWIM 1/2 IA. TRIM GRADE COX ATTACHED TO STEEL STUDS AND TOP MD BOTTOM TRACK WITH 1 IN. LONG TYPE 5 SELF- TAPPING STEla SCRERS SPACED 8 SL RC. SCALE: MS FLUOR g CEILING RUNNER 20 MSG (MPH) GALV STEF?. 1 IN 7OGF RETURN LEGS 3-5/8 91 WIDE (MM.) ATTACHED TO FLOOR AND c70JNC WITH FASTENERS 24 IM RR EWING STAB SCALE: NTS LL W1 WALL SECTION W3 WALL SECTION \D• FLOOR & CEIlOLG ROHNER 20 MSC (Ms) GU.. STEEL 1 Di HIGH, RETURN LEGS 3-5/3 IN 7470E (1974) ATTACHED TO FLOOR AND CLUNG WITH FASTENERS 24 M. RC. vj SEE REF. PLAN JOINT TAPE k CO1FOUND NNYI, DRY OR PREMIXED JOINT CUAPOLIND, APPLIED IN NO C0AT5 TO JOINTS A110 SCREW HEADS; PAPER TAPE 2 9L KO& EMBEDDED IN MST IAYER OF COMPOUND OVER ALL JOGS AS AN ALTERNATE: r.OL7NAL 3/32 BL THICK GYPSUM VEV/DO? PLASTER MAYBE APPLIED TO THE EN797E 5URFAX OF CLASSIFIED VENEER BASEBOARD, JO REINFORCED. 5,0 TYPE Y GYP. WALLBOARD EACH SIDE OF WALL CONTRACTOR TO INSTALL ON TENANT SIDE ALLIFLANT CONTRACTOR TO LNSTALL ON ADJ. TENANT SEL5 1/2 CEMENT IYAUBL o 24' FROM FLOOR CONTRACTOR TO BTSTN7 ON TENANT SNE ALL FIRE -WALL PENETRATIONS TO BE 115TA1.1.ED PER U.L NUMBERS: 147 = WL 1001 148 = AL 2002 WL 1002 WL 2003 AL 1003 WL 2004 At 5001 WL 2005 AL 5002 U.L. DESIGN NO. U465 NONBEARING WALL RATING - 1 HR. PLY74000 SNE41111FW: 1/2 Pi ROC, CAADE CDX 1/2• CEMENT WALLBOARD 24' FROM FLUOR CONTRACTOR TO NSW. ON TENANT SIDE VARBMY TOP OF STLV TOP OFDECK 4 TOP OF DECK MONO VAP E5 SEE Fes. RAN WALL STNS STEEL STUD. 4 IN wm5 OM.) 1 -1/4 Di LEM 3/8 Di RETURN, FORMED OF 25 MSG (A9AL) GAIY STEEL 57110 SPACD1C 16 DL 0.0. FL00R & CEIJ G RUNNER 20 MS0 (IRO 04.5. STEEL 1 IN F5p1, RETURN LEGS 3-5/8 Di 7470E (MIN.) ATTACHED TO FLOOR MD CEHJNG W77H FASTEIERSS 24 55 0.0. EXSTING STAB SCALE: NTS rI W2 WALL SECTION FLOOR dc CAL/770 RUNNE70 20 7756 (TON.) 0415. STEEL 1 DL HOOT RETURN LEGS 3-5/8 IN MCC ONO ATTACHED TO FLOOR AND CEH7770 WITH FASTENERS 24 IN. 0.5. 1/2• GYP. WALLBOARD 0471 5750 OF WALL 1/2' 02177T WALLBOARD 24" FROM ;woe EACH SIDE OF WALL VARIES VARIES SEE ice. PLAN JOINT TAPE & COMPOUND 5040, DRY OR PREl1YED JONI GOWNED. APPLIED IN TWO COATS TO JOINTS AA® scaw 11E4= PAPER TAPE;, 2 M. 7410E EMBEDDED w FIRST LAYER OF COWOUN0 OVER ALL JODITI AS AN ALIENATE, N019NAL 3/32 85 THICK G70 w VET ER PLASM? ANY 6E APPLIED TO THE EERRE SURFACE OF CLAmosO ism? BASEBOARD, JOINTS RDWORCED. Y FEB. 14 2008 PERMIT CENTEFI RM. FINISH & RESPON. SCH., LEGEND & ABBR.'S 0 w w N 00 OD Co CI 0 w ▪ ci n Cr ) '- 4 ▪ N Q O O <KKI<<I2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS r � V a) QS' tko L) c 0 � �1 O �cJ d O K ® L- O zc7 n, OZ ED m S O CC U J CM m * O Y Q N: o JOB NUMBER 7,21 SHEET NUMBER C2 DATE OF ORIGINAL ISSUE 24 SIePTh1BKR 2t2,07 CEILING LEGEND SYMBOL DESCRIPTION EXHAUST DUCT iii 2' x 4' FLUO. TROFFER W/ ACRYLIC LENS LITHONIA 2SP GA 3 32 Al2 MVO LT GEB10IS OR EQUIPVALENT r s = ', . � 4 -. -'' SUPPLY AIR DIFFUSER TITUS TMS M MODEL OR EQUIPVALENT ► RETURN AIR DIFFUSER EGG CRATE B LOW VOLTAGE RECESSED DOWNSPOT LITON LH1499/LR1467 WHITE LAMP: 12V 75W MR16 *A LOW VOLTAGE RECESSED DOWNSPOT LITON LH1499/LR1421 WHITE LAMP: 12V 50W MR16 EXIT SIGN ►ri EMERGENCY LIGHT PROVIDE VERTICAL CEILING PANELS CLIPPED INTO OPEN SIDES WALL MOUNTED MENU & PICTURE BOARDS DETAILS SEE ELEVATION MAKE -UP AIR GALVANIZE STEEL PANEL OVER EXHAUST HOOD SHROUD STOREFRONT SIGNAGE EXHAUST DUCT AS PER MECHANICAL AND EXHAUST HOOD DRAWING RETURN DIFFUSER DECORATIVE SCREEN AROUND HOOD SHOWN DOTTED, SEE ELEVATIONS WILL BE SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR EMERGENCY LIGHT 0 Ka , =awa pz e r ral mi asraWralld .r°414 & EXIT SIGN I U r . — J ed....... /AI . . n . A AA wo rammaerama irflaw.:02=4 \ J NP P PEP BELOW � � � r � r � X / e. 0 REFLECTED CEIL \G PLA\ SCALE: 1/4" = 1' -O" UNE OF "WRAP" CEILING ELEMENT ABOVE ©12' -0" A.F.F. LANDLORD NOTES: - ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE - ALL SUPPLY AND RETURN GRILLES IN SERVICE AREA IS TO SE PAINTED TO MATCH CEILING - CONTRACTOR TO GET APPROVAL AND CORING REQUIRMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITI -I WORK. - CONTRACTOR SHALL PROPERLY SEAL ALL PENETRATION TO COMPLY WITH CODE REQUIREMENTS. TI-1E FIRE RATED FLOOR ASSEMBLY SHALL BE MAINTAINED ALL PLUMBING AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL SE FIRE RATED. - CONTRACTOR SHALL PROVIDE A LAYOUT AND LOCATION FOR ALL PENETRATIONS, WHICH MUST BE APPROVED BY LANDLORD PRIOR TO CORE DRILLING. CONTRACTOR IS TO GET APPROVAL AND REQUIREMENTS BEFORE PROCEEDING WITI -1 WORK FIRESAFING IS REQUIRED FOR ALL PENETRATIONS. - STOREFRONT LIGHTING SHALL BE ON SEPARATE CIRCUIT AND ON t DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. UNE OF LANDLORD BULKHEAD LEASE LINE SPRINKLER HEADS TO BE FULLY RECESSED AND PAINTED TO MATCH THE ADJACENT CEILING IN FRONT OF SERVICE AREA. SUPPLY AIR DIFFUSER (DIFFUSER TO BE HINGED TYPE, TO FACILITATE FILTER) 2'x4' T- BAR SYSTEM WASHABLE VINYL CLAD GRID TILES ©10' -0" A.F.F. FLUORESCENT LIGHT FIXTURE RECESSED TROFFER 2'x4' EXHAUST DUCT AS PER MECHANICAL AND EXHAUST HOOD DRAWING WALL MOUNTED PICTURE BOARD DETAILS SEE ELEVATION RECESSED INCANDESCENT FIXTURE (TYPICAL) BLADE SIGN STORAGE ELECTRICAL PANELS WALK -IN COOLER MOP SINK ENCL. ©7' -0" A.F.F. DETAIL 71 WATERPROOF MEMBRANE WITH EXTENDED 12" UP WALL THRU'OU ENTIRE PREMISE DETAIL OPENING FOR PASS THRU' FRIDGE lll /l / /r`II SERVICE ADJACENT TENANT INSTALL INTERIOR PARTITIONS ©12' -0" A.F.F. LINE OF FRONT COUNTER 1- 5/8 "x1 -5 /5" METAL TUBE WITH BLACK PAINT (SEMI -GLOSS FINISH) LANDLORD TO FINISH THE COMMON SIDE OF WALL 1/2" TEMPERED GLASS FROM TOP OF COUNTER TO BOTTOM OF HOOD AND OUT OF HOOD AREA SHOULD BE UP TO FINISHED CEILING FLOOR PEA SCALE: 1/4" = 1' -0" SERVICE CORRIDOR — MALL WALKWAY LANDLORD STRUCTURE COLUMN LEASE LINE - Dosei3O2i JAN 16 2000 vii + ;ENTER REFLECTED CEILING & FLOOR PLAN N Q1 CO 0 '<'<<<<.2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS a) fao 0 = JOB NUMBER 21 SHEET NUMBER Al DATE OF ORIGINAL ISSUE 24 SEPTMBER 2007 m P, • 0 p U v N J O U _ `n o ai Try N L O ro • N. g as = Q' x o o i � O� .E 0.u. o .co )- co oo z N Cw) a. I DO c0 I - co Z O rn v) C) U < CI la1 a � CL 00 CD l— BOTTOM OF CEIUNG WRAP EL. +12' -0" TOP /FINISH FLOOR EL. +0' -D" ELEVAT O SCALE: 1/4" = 1' -0" ADJACENT TENANT di BOTTOM OF SIGNAGE EL. +10' -6" V BOTTOM OF EXHAUST HOOD EL. +6' -6" S DEMISING WALL —\ G\ BOX WALL LINE OF FINISHED CEIUNG ICE BIN FOR BOTTLE EXISTING FINISHED z z- BULKHEAD 1/2" THK. TEMPERED GLASS S1 BOTTOM OF CEIUNG WRAP 0 EL. +12' -0" T.B.D. SIDE TENANT WALL /OPEN TO MALL A2 SCALE: 1/4" = 1' -0" TOP /FINISH FLOOR 0 EL +0' -0" BEVERAGE DISPENSER EQUIPMENT (WP1) (WP) 13' -0" V \U WALL JAPANESE SCREEN \ LIGHT -CASH FIXTURE REGISTER sarku japan VEG. BIN P3 METAL SIGNAGE BLACK FRAME MARBLE BACKLIT g FOOD - RICE WARMER WAR n H ER VATIO\ -TUBE TOP SNEEZE GUARD All ELEVATIO\ SCALE: 1/2" = 1' -0" EXHAUST HOOD SNEEZEGUARD - REFRIGERATED - ELECTRIC BASE W/ GRIDDLE CASTERS 10,-0" M1 \I EQUIPMENT BY OTHERS BAC( v SCALE: 1/4" = 1' -0" FR\ T COU E \ EXHAUST DUCT TO ROOF I- UNE OF FINISHED FLOOR 1/2" TEMPERED GLASS • • MENU BOARD • • -GLASS TOP SNEEZE GUARD • SARKU BOARD • • • • SARKU BOARD • • • 111 L1 A II \TER 1 i 1 u CEIUNG HEIGHT 0 EL. +12' -6" TOP /FINISH FLOOR 0 EL. +0' -0" U BOAR WALL II \I11111A ►1111,.. -3/4" (H) BRUSHED S.S. REVEAL 1/2" TEMPERED GLASS STARTING FROM TOP OF LOW WALL TO U/S OF CEILING \\ • MENU BOARD O • • -S2) GRANITE BASE 51 BLACK METAL FRAME T1 1111 /mom mmis! SECT O SCALE: 1/4" = 1' -0" 5WDING S/S CABINET W/ SOLID SURFACE COUNTER TOP 4' -fi" 1' -11 1 "1' -11 1 1 00 BOTTOM OF CEIUNG WRAP ieriysiiiiirr+ EL. +12' -0" DOOR v PICTURE BOARD • • • E\ - UNDERCOUNTER LIGHTING OF FRO SCALE: 1/4" = 1' -0" SNEEZE GUARD S.S. COLD PAN GRANITE APRON e TOP /FINISH FLOOR 0 EL. +0' -O" \T COU L SLIDING LIGHT FIXTURE r - 1 r r1 F • • • soma, BOARD BOOED • • • • Soma BOARD • • • • MU BOARD • • DOOR - PASS THRU' DROP IN HAND - FRIDGE SINK C/W SOAP 1i ' • & TOWEL DISPENSER 4 AD2 \TER & HOOD SLIDING T2 9' - 3" DOOR S/S BASE 3 AD2 III ,' J WALL ELEVATION SLIDING DOOR TOP OF GRANITE 1' S/S CABINET W/ SOLID SURFACE COUNTER TOP EL. +10' -0" a S.S. REVEAL 3/4" BRUSHED S.S. REVEAL L_ 3/4" BRUSHED 3/4" BRUSHED S.S. REVEAL 3/4" BRUSHED 6 S.S. REVEAL 3/4" BRUSHED S.S. REVEAL • • FICTIRE BOARD • • - EXISTING FINISHED BULKHEAD �I�flu �Ilflu SCALE: 1/4" = 1' -0" CEIUNG HEIGHT 0 EL. +12' -6" TOP /FINISH FLOOR 0 EL. +0' -0" L1 L1 • . FRONT r 51 ."111111ml \IIN 1 1 ' 0\111\41 1111 DETAIL HOOD > SCALE: 1 -1/2" SCALE: 1 -1/2" = 1' -0" P3) BLACK METAL FRAME GLASS GLUED ONTO 111111UIuuy L EL- VATIO\ © SIDE WALL STAINLESS STEEL RIM LIGHT SOURCE 1" SLACK GRANITE e S2) BOTTOM OF CEIUNG WRAP 0 EL +12' --0" 1/2" (H) TEMPERED GLASS S1 TOP /FINISH FLOOR 0 EL. +0' -0" f h L `✓e-- ar 5 cj sl, 108 — o2:1 JAN 16 2008 ELEVATIONS '< < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 V 0 6 �y ® H O 6 0 0 up¢¢ w n : o 1- u JOB NUMBER 7,21 SHEET NUMBER A2 DATE OF ORIGINAL ISSUE 24 SEP/7'15ER 2001 r D3 0 w W a 0 - E d" o r U - . 2 ti ci a; r J C • LSD U 0 2 N a� i • rn� n O cN N DJ C' xn C E ,t, tQ2 x Q. = 0 •• 0. u. .:= UNE OF FINISHED FLOOR LINE OF FINISHED CEILING - PREP. RM. / / / / / 2 to PHONE 7N- ri r�- 0 O u OPEN u LINE OF FINISHED FLOOR — DRY FOOD RACK HAND SINK c/w SOAP & TOWEL DISPENSERS SCALE: 1/4" = 1' -0" 800 LBS- 72"(L) ICE PASS MACHINE THRU' FRIDGE PREP, ROOIv ELEVAT O SCALE: 1/4" = 1' -0" PROVIDE VERTICAL CEILING PANELS CUPPED INTO OPEN SIDES WALK -IN /WALK -IN COOLER FREEZER/ PREP. ROOV ELEVATIO\ UNE OF FINISHED CEILING - PREP. RM. DRY FOOD RACK LINE OF FINISHED FLOOR PROVIDE VERTICAL CEILING PANELS CLIPPED INTO OPEN SIDES LINE OF FINISHED FLOOR LINE OF FINISHED CEILING - PREP. RM. ,,,...._................ 1 i 0 /WALK -IN FREEZER e ANSUL SYSTEM .I0. n n n n P nn POP SYRUP g1 SHELVING lAr Ai A PREP. ROO SCALE: 1/4" = 1' -0" ELECTRICAL PANELS EXHAUST DUCT v EXHAUST HOOD RICE DUAL DEEP COOKERS STOCK FRYER POT RANGE 9'-6" M1 ELEVATION ADJUSTABLE WALL MOUNTED SHELVING, HEAVY DUTY BRACKET WP1 - SERVICE REAR DOOR VEGETABLE SEE DWG.# C -2 SINK DOOR SCH. 0 PR -P, ROOV SCALE: 1/4" = 1' -0" =L O HOT WATER HEATER SHELF TO SUPPORT HWT =VAT O -3 -COMP. SINK GREASE ` MOP INTERCEPTOR SINK KWP —UNE OF FINISHED CEILING - PREP. RM. 1)08 oV RECFAVF FEB 14 2008 PERMIT GENIE, ELEVATIONS N CO CO D C TI" M N. N Co 0 CT ,-1 N 0 d 0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 o ii S wY N C3 a I = hi D z CO Orr] w IX 00 co D i CI g I w lai o � V) CO I— JOB NUMBER n SHEET NUMBER A3 DATE OF ORIGINAL ISSUE 24 SEPTMIEER 2001 } m TOP OF LOW WALL 1 -2" EXHAUST CANOPY 7 " LEASE UNE JAPANESE SCREEN SCREWS CANNOT GO THRU' HOOD NOTE SCREW, NOT PENETRATE INNER SKIN (TYP.) STEEL BOX w /INTERNAL ILLUMINATION FINISH BLACK 1-1/2" X 3/4" 5/5 BAR 1/2" (THK.) PLYWOOD BACKING 1/2" (THK.) x 24" CEMENT BOARD BACKING SEAL ALL JOINS w/ CLEAN BEAD OF CLEAR SILICONE STUD RUNNER SECURED TO FLOOR 10" 12" LOW WALL & JAPANESE WINDOW DETAIL — 3/4" (THK.) SLACK GALAXY GRAN TE 1/2" THIC; TEMPERED GLASS EEZE e ARD 3/4" (THK.) BLACK GALAXY GRANITE 3/4" THK. PLYWOOD - PROTECTIVE LENS (REMOVABLE) + 0 FIN. FLOOR SCALE MACASSAR B &W PLASTIC LAMINATE 1/2" (THK.) PLYWOOD BACKING 1 1 /2" FACE OF GWB PARTITION INSULATED WALLS OF WALK -IN COOLER PVC CLOSURE. SET INTO SEALANT & FASTEN @ 12" O.C. RUN FROM TOP OF TILE BASE TO TOP OF WALK -IN NOTE: TRIM & SEAL COOLER TO WALL BOTH VERTICALLY & HORIZONTALLY 2 WALK -IN COOLER DETAIL SCALE 1 1 /2" TILE, SEE ELEVATIO CLEAN BEAD OF C SILICONE SEALANT ON ALL INSIDE TILE CORNERS TILE, SEE ELEVATIONS INTERIOR NON- LOADBEARING PARTITION: 5/8" GWB ON BOTH SIDES OF 3 5/8" METAL STUD DEMISING PARTITION: 5/8" TYPE 'X' GWB FROM FLOOR TO u/s OF ROOF DECK ABOVE LEASE LINE 5 NON -LOAD BEARING PARTITION BETWEEN DEMISSING WALL SCALE 1 1/2" 'C THI'J I3LACx GALAXY GRANITE CN 3/4• (TI-K) PLYWOOD / / / / / / / / IbIb V LIGI-IT1NG FIXTURE 13ARTCO 15FLGLM 6LACK GALAXY GRANITE 8 DETAIL SCALE 2 SUSPENDED CEILING FRP ON 5/8" GYP. BRD. FASTENED TO METAL STUD EXHAUST HOOD 3 EXHAUST HOOD CEILING DETAIL SCALE 1 1 /2" WALL FINISH SEE ELEVATION "DUROCK" CEMENT BOARD FROM FLOOR TO 24" HIGH & 5/8" GYP. BOARD FROM ABOVE TYPICAL KITCHEN WALL, PANEL BOARD ON METAL STUD WATERPROOF MEMBRANE THROUGHOUT PREP AND SERVICE AREAS & BOTH SIDES OF ALL INTERIOR WALLS. 6 WALL BASE W/ WATERPROOFING MEMBRANE DETAIL SCALE 1 1 /2" (4) 12 GA. SPLAYED SEISMIC SUPPORT WIRES AT 45%5 MAX. (TYP. ZO FASTENED TO ROOF JOISTS BY USING 4 TURNS IN I I/2" LOOP AT BOTH ENDS 4 TIGHT TURNS IN 172" LOOP BOTH ENDS (TYP.) MAIN RUNNER GROSS RUNNER EMT STRUT @ 12' -0" O.G. MAX. 6' -0" FROM EDGES, FASTEN TO ROOF STRUGTURE 12 GAUGE VERTIGLE WIRE INSIDE STRUT 9 SEISMIC CEILING GRID DETAIL SCALE N.T.S. GYPSUM WALL BOARD WALL PANEL ON 5/8" GWB 5 -3/4" X 2" METAL FRAME 4 DOOR DETAIL HOLLOW METAL DOOR/ WOODEN DOOR 3-1/2" METAL STUD AT JAMB & HEAD W/ ANCHOR STRAP SCALE 1 1 /2" END 18 ga. VS CORNER GUAR NOTE: PROVIDE AT ALL OUTSIDE CORNER OR EXPOSED WALL CONDITION SILICONE TO WALL WALL CORNER 7 END WALL & CORNER DETAIL SCALE 1 3/4" (THK.) BLACK GALAXY GRANITE ON 3/4" PLYWOOD HALOGEN LIGHT FIXTURE 1 -S /2" X 1 -1/2 " / / / / / / / / / / DROP IN FOOD WELL TEMPERED GLASS 1/2" TEMPERED GLASS SNEEZE GUARD (FRONT, SIDES & TOP) 10 STEAM WELL SNEEZE GUARD FIXING SCALE 1 -1/2" FEB 14 2008 PERMIT Gthi r�. DETAILS n • N CO 0 M 0 r--I 0 <1<1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 OD 0 N. 0 N 0 JOB NUMBER e 21 SHEET NUMBER 0 0 - 2 43 0 Z = O Et 0 0 Y O n 2U w z w C] O (1) 0 J w LL rd w O N O O I 0L a) ?- 0 L1.1 z tom) W LJ- ~ O w U) U7 cc AD1 DATE OF ORIGINAL ISSUE 24 SEPTTI5ER 200 z 0 2 7 V7 LID cN c (0 • cC P. [4 Ch a cr; 1 X�rn a i^ 1n c Q ' in ? 0 LL PRELIMINARY DWGS. FOR L.L. APPROVAL CITY COMMENTS LL COMMENTS 3' -11" STUB ELBOUJS ABOVE LFOOR At LOCATIONS SNOLN ON PLAN, 2' ON CARPONATOR AND, 2' ON DISPENSERS END: TRIM ELE,LOU15 0 — 3/4" (THK.) BLACK GALAXY GRANITE — WOOD BLOCKING EXTERIOR GRADE 3/4" PLYWD. SHEATHING PVC. CORNER GUARD oil, T'_0" I / � I WATER PROOF MATERIALOTO WITH FO PIPE EXPANSION TOP 6 MTL. PLATFORM "DPx1 5/8"X18 GA. W 11 :• 1/2" (THK.) PLYWOOD Ii I__ � -- (5)6 DEMISING WALL BY LANDLORD MTL JOISTS FRP PANEL WRTH 3 4 D(T. GRA P LYWOOD END JOISTS OVER. 6 "DPx2 °x16 GA \ BACKING 4111• ■ 1 Pal ' � - 3/ 4" (THK PLYWOOD LIGHT FIXTURE, SEE ELECTRICAL DRAWING COND. AT WALL SHOWN DOTTED ' FRP PANEL 1 11 FLOOR SLAB "1 I I I METAL H.S. 1- 1/2 "X1 PROTECTIVE LENS (REMOVABLE) -1/2" BLACK PAINT (SEMI-GLOSS) MACASSAR B &W PLASTIC LAMINATE EXTERIOR GRADE MTL. STUD AD 3/4" PLYWD. DEMISING WALL SHEATHING CV SEAL to CAEiINE WITH SILCONE x a a 6 "DPx1 -5/8 "x18 GA. SCREW FASTEN JOIST TO WALL AT EACH STUD WALL 1 / 2" ( THK. ) x 24" CEMENT BOARD BACKING CB1 QT7 MTL. JOISTS /BUCG. "X18 SIX (NCI -4ES F.V.C. CONDUIT MINIMUM QUANTITY OF FITTINGS. WITH MINIMUM 24' RADIUS. CUT CONCRETE FLOOR SLAB, PER LANDLORD'S REQUIREMENTS. CONDUIT WITH FOAM AFTER _ LENGTH A5 REQUIRED AND FITTINGS WITH SOLVENT-WELDED PROVIDE LONG SWEEP ELR30WS AVOID EL130WS IN HORIZONTAL RUN BACKFILL, REPAIR vAPOR (BAR GENERAL CONTRACTOR SYRUP LINE IS INSTALLED IN CONDUIT. - JOINTS. U53= AT BOTI -4 ENDS, IF AT ALL POSSIBLE. RIER, PATCH SLAB SHALL SEAL ENDS OF 1 /2" (THK.) PLYWOOD BACKING 6" BLACK GALAXY GRANITE BASE ( ) (H) 3 5/8 GA. MTL STUD WALL BELOW FRP PANEL - - + FIN. FLOOR FIN. F SEAL ALL JOINS w/ CLEAN BEAD OF CLEAR SIUCONE 5 -1/4 STUD RUNNER SECURED TO FLOOR 1 1 FRONT COUNTER DETAIL SCALE 1 1 /2 1 2 SODA CONDUIT SCALE N.T.S. 1 3 HOT WATER HEATER SUPP SCALE N.T.S. TOP OF LOW WALL 1 -2" EXHAUST CANOPY 7 " LEASE UNE JAPANESE SCREEN SCREWS CANNOT GO THRU' HOOD NOTE SCREW, NOT PENETRATE INNER SKIN (TYP.) STEEL BOX w /INTERNAL ILLUMINATION FINISH BLACK 1-1/2" X 3/4" 5/5 BAR 1/2" (THK.) PLYWOOD BACKING 1/2" (THK.) x 24" CEMENT BOARD BACKING SEAL ALL JOINS w/ CLEAN BEAD OF CLEAR SILICONE STUD RUNNER SECURED TO FLOOR 10" 12" LOW WALL & JAPANESE WINDOW DETAIL — 3/4" (THK.) SLACK GALAXY GRAN TE 1/2" THIC; TEMPERED GLASS EEZE e ARD 3/4" (THK.) BLACK GALAXY GRANITE 3/4" THK. PLYWOOD - PROTECTIVE LENS (REMOVABLE) + 0 FIN. FLOOR SCALE MACASSAR B &W PLASTIC LAMINATE 1/2" (THK.) PLYWOOD BACKING 1 1 /2" FACE OF GWB PARTITION INSULATED WALLS OF WALK -IN COOLER PVC CLOSURE. SET INTO SEALANT & FASTEN @ 12" O.C. RUN FROM TOP OF TILE BASE TO TOP OF WALK -IN NOTE: TRIM & SEAL COOLER TO WALL BOTH VERTICALLY & HORIZONTALLY 2 WALK -IN COOLER DETAIL SCALE 1 1 /2" TILE, SEE ELEVATIO CLEAN BEAD OF C SILICONE SEALANT ON ALL INSIDE TILE CORNERS TILE, SEE ELEVATIONS INTERIOR NON- LOADBEARING PARTITION: 5/8" GWB ON BOTH SIDES OF 3 5/8" METAL STUD DEMISING PARTITION: 5/8" TYPE 'X' GWB FROM FLOOR TO u/s OF ROOF DECK ABOVE LEASE LINE 5 NON -LOAD BEARING PARTITION BETWEEN DEMISSING WALL SCALE 1 1/2" 'C THI'J I3LACx GALAXY GRANITE CN 3/4• (TI-K) PLYWOOD / / / / / / / / IbIb V LIGI-IT1NG FIXTURE 13ARTCO 15FLGLM 6LACK GALAXY GRANITE 8 DETAIL SCALE 2 SUSPENDED CEILING FRP ON 5/8" GYP. BRD. FASTENED TO METAL STUD EXHAUST HOOD 3 EXHAUST HOOD CEILING DETAIL SCALE 1 1 /2" WALL FINISH SEE ELEVATION "DUROCK" CEMENT BOARD FROM FLOOR TO 24" HIGH & 5/8" GYP. BOARD FROM ABOVE TYPICAL KITCHEN WALL, PANEL BOARD ON METAL STUD WATERPROOF MEMBRANE THROUGHOUT PREP AND SERVICE AREAS & BOTH SIDES OF ALL INTERIOR WALLS. 6 WALL BASE W/ WATERPROOFING MEMBRANE DETAIL SCALE 1 1 /2" (4) 12 GA. SPLAYED SEISMIC SUPPORT WIRES AT 45%5 MAX. (TYP. ZO FASTENED TO ROOF JOISTS BY USING 4 TURNS IN I I/2" LOOP AT BOTH ENDS 4 TIGHT TURNS IN 172" LOOP BOTH ENDS (TYP.) MAIN RUNNER GROSS RUNNER EMT STRUT @ 12' -0" O.G. MAX. 6' -0" FROM EDGES, FASTEN TO ROOF STRUGTURE 12 GAUGE VERTIGLE WIRE INSIDE STRUT 9 SEISMIC CEILING GRID DETAIL SCALE N.T.S. GYPSUM WALL BOARD WALL PANEL ON 5/8" GWB 5 -3/4" X 2" METAL FRAME 4 DOOR DETAIL HOLLOW METAL DOOR/ WOODEN DOOR 3-1/2" METAL STUD AT JAMB & HEAD W/ ANCHOR STRAP SCALE 1 1 /2" END 18 ga. VS CORNER GUAR NOTE: PROVIDE AT ALL OUTSIDE CORNER OR EXPOSED WALL CONDITION SILICONE TO WALL WALL CORNER 7 END WALL & CORNER DETAIL SCALE 1 3/4" (THK.) BLACK GALAXY GRANITE ON 3/4" PLYWOOD HALOGEN LIGHT FIXTURE 1 -S /2" X 1 -1/2 " / / / / / / / / / / DROP IN FOOD WELL TEMPERED GLASS 1/2" TEMPERED GLASS SNEEZE GUARD (FRONT, SIDES & TOP) 10 STEAM WELL SNEEZE GUARD FIXING SCALE 1 -1/2" FEB 14 2008 PERMIT Gthi r�. DETAILS n • N CO 0 M 0 r--I 0 <1<1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 OD 0 N. 0 N 0 JOB NUMBER e 21 SHEET NUMBER 0 0 - 2 43 0 Z = O Et 0 0 Y O n 2U w z w C] O (1) 0 J w LL rd w O N O O I 0L a) ?- 0 L1.1 z tom) W LJ- ~ O w U) U7 cc AD1 DATE OF ORIGINAL ISSUE 24 SEPTTI5ER 200 z 0 2 7 V7 LID cN c (0 • cC P. [4 Ch a cr; 1 X�rn a i^ 1n c Q ' in ? 0 LL PRELIMINARY DWGS. FOR L.L. APPROVAL CITY COMMENTS LL COMMENTS LEASE UNE JAPANESE WINDOW 3/4' x 3/4" DARK ANODIZED ALUMINUM U CHANNEL TOP & BOTTOM EXHAUST CANOPY 1/2" (THK.) TEMPERED GLASS 3/4" ((HK. ) BLACK GALAXY GRANREC> +2' -10' TOP OF LOW WALL 1/2' (THK.) PLYWOOD BACKING 1 GLASS IN BETWEEN LOW WALL AND JAPANESE WINDOW SECTION SCALE 1 LEASE UNE CONTRACTOR TO FINISH "WRAP CEILING" INCLUDING METAL STUDS BULKHEAD FINISHED EY LANDLDRD 1' -0" 2' -0" • 0 0 e fit {j5 , ,, , I1 4 1 : x.lo cTH K.) BLACK GPY BRD CEIUNG 12' AFF FINISH CEILING 5 DETAIL OF WRAP CEILING SCALE 1 LEASE UNE +2' -10" • TOP OF LOW WALL • BOTTOM OF WRAP CEILING 3/4" z 3/4" DARK ANODIZED ALUMINUM U CHANNEL TOP & BOTTOM 1/2" (THK.) TEMPERED GLASS 33 /IC) BLACK GRANITE 51 WOOD BLOCK 1/2" (THK) PLYWOOD BACKING 2 GLASS IN BETWEEN LOW WALL AND FINISHED CEILING SECTION SCALE 1 7I L1 FINISH 3/4" K.1 BLACK GRANITE r WALL TILE 6 DETAIL AT CORNER WALL SCALE 1 1) CONTINUOUS WOOD BLOCKING METAL STUD N WALL TILE 2"X4")11 /4" MS ANGLE — 3/4"(THK.) BLACK ON 3/4' PLYWOOD EQUIPMENT UNDERNEATH 3 DETAIL OF COUNTER TOP AT BACK COUNTER SCALE 1 1/2" THK. TEMPERED GLASS TO U/S OF EXHAUST CANOPY BUTT JOINT UV BONDING s/s TUBE SHELF (SUPPLY BY OTHERS) Y/ — AT CORNER GRANITE TRAY SLIDE — 16" HIGH, 1/2' THK TEMPERED GLASS 7 DETAIL AT THE JOINT OF CORNER GLASS SCALE 1 f] 32-1/2 " AFF C OPENIN METAL STUD G IX LN WALL TILE / ALAXY GRANTfE ON 3/4' PLYWOOD 1'x1' S/S H.S. PASS THRU' FRIDGE 4 DETAIL AT PASS THRU' SCALE 1 DOb-- 02,/ JAN 16 2008 PEi'1MI a ENTE DETAILS n CO C) w N c O O CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS a) 4—) LE U ar)' tDe rti I 3 o a ItIXO 0 I rto d ■ a) O Oa f p I II =o IX �d IY J 0 1 07 z0 at 00 c ¢ ¢ W NMCJ F JOB NUMBER = SHEET NUMBER AD2 DATE OF ORIGINAL ISSUE 24 SEPTM ER 2007 L. CO W )_ oD Z CO Li_l CL U 0 0 c 1X7 z 0) O re) LLJ cn UU¢ Iw 0 : � g , „ ,r - 0 ' , _N co N. 00 CI CI Nr N c a o a < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ct JOB NUMBER - [e21 SHEET NUMBER AS1 cro v� J C - al �n of o n °' � � N � rn �n �c 0 .E c �? . co w � U o I aO - moo � U U a - - w p U I-1-1 < N Cn co 1- DATE OF ORIGINAL ISSUE 24 SSPITI5E 2007 m z 0 2 / GENERAL NOTES ARCHITECTURAL SPECIFICATIONS 1.1 DEFINITIONS 3.0. GENERAL WORK 1. CHECK DIMENSIONS AND CONDITIONS IN THE FIELD 1.1.1 THE WORD ARCHITECT MEANS LICENSED ARCHITECT. 3.0.1. CO- ORDINATE ALL SECTIONS OF THE WORK. ANY WORK REQUIRED BY CONTRACT ALL DIMENSIONS AND CONDITIONS OF THIS JOB SHALL BE FIELD CHECKED BY GENERAL CONTRACTOR WHO WILL BE 1.1.2 THE WORD OWNER MEANS: SARKU JAPAN DOCUMENTS OR REASONABLY NECESSARY TO COMPLETE THE WORK BUT NOT RESPONSIBLE FOR SAME. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE START OF 1.1.3 THE WORD LANDLORD SEE SHEET C -1 FOR LANDLORD INFORMATION INCLUDED IN ANY SPECIFIC SECTION OF THE SPECIFICATIONS IS HEREBY CONSTRUCTION. COSTS DUE TO A FAILURE OF REPORTING THESE DISCREPANCIES WILL BE THE RESPONSIBILITY 1.1.4 THE WORD CONTRACTOR MEANS LICENSED CONTRACTOR AWARDED CONTRACT INCLUDED IN THIS SECTION. OF THE GENERAL CONTRACTOR. FOR THIS PROJECT BY SJ DESIGN INC. 3.0.2. PRODUCTS SPECIFIED IN CERTAIN SECTIONS OF THE SPECIFICATIONS, E.G. SPECIALITIES, EQUIPMENT, ETC., MAY OR MAY NOT REQUIRE INSTALLATION 2. ERRORS AND OMISSIONS 1.2 WORK INCLUDED BY THE SUPPLIER. ALLOCATE THE INSTALLATION OF ITEMS NOT INSTALLED BY THE SUPPLIER. ANY DISCREPANCIES OR OMISSIONS ON THESE DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. FAILURE BY THE CONTRACTOR TO IDENTIFY DISCREPANCIES OR 1.2.1. UNLESS SPECIFIED OTHERWISE, THE FOLLOWING INSTRUCTIONS APPLY TO ALL OMISSIONS WILL THEN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. SECTIONS OF WORK, WHETHER OR NOT THE PROJECT WAS AWARDED BY TENDER PROCESS. 3.1 SLIIING OUT 1.2.2. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN IN THE DRAWINGS, 3.1.1. LAY OUT PARTITIONS, DOORS AND BUILT -IN MILLWORK OR METALWORK. NOTIFY 3. NOTES SCHEDULES, SPECIFICATIONS AND ADDENDA ISSUED HEREWITH. THE ARCHITECT OR PROJECT MANAGER SHOULD ANY PROBLEM ARISE BECAUSE OF SITE CONDTIONS OR OTHER CAUSES. OBTAIN ARCHITECT'S OR PROJECT ALL NOTES ON ANY PORTION OF THESE DOCUMENTS APPLY TO ENTIRE DOCUMENT WHETHER OR NOT THEY ARE 1.2.3. IN THE EVENT OF CONFUSING INFORMATION, THE CONTRACTOR US TO IMMEDIATELY MANAGER'S APPROVAL FOR ANY DEVIATION FROM THE CONTRACT DOCUMENTS. REPEATED IN OTHER AREAS. CONTACT THE ARCHITECT FOR CLARIFICATION. 1.2.4. CO- ORDINATE WITH SEPARATE CONTRACTORS. 3.2 PREPARATION OF SURFACES 4. WORK, MATERIALS AND CONSTRUCTION METHODS ALL WORK, MATERIALS AND CONSTRUCTION METHODS SHALL CONFIRM WITH ALL GOVERNING AUTHORITIES HAVING JURISDICTION. 1.2.5. FOR A UST OF WORK INCLUDED UNDER SEPARATE CONTRACTS, SEE ATTACHED. 3.2.1. WHERE CONCRETE FLOORS, WHICH ARE TO RECEIVE ADHERED FLOOR FINISHES, ARE CONTAMINATED WITH GREASE OR OIL, OBTAIN AND FOLLOW FLOORING MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLING FLOORING. 1.2.6. FOR A UST OF EXISTING OR NEW ITEMS PROVIDED BY THE OWNER, SEE 3.3. FLOOR SURFACES 5. APPROVAL BY GOVERNING AUTHORITIES ATTACHED. APPROVAL OF THESE DRAWINGS BY GOVERNING AUTHORITIES DOES NOT RELEASE THE CONTRACTOR FROM COMPLYING 3.3.1. PROTECT TROWELLED CONCRETE FLOORS ADEQUATELY, AND FINISHED FLOORING WITH ALL APPLICABLE CODES AND STANDARDS. 2.1. GENERAL INSTRUCTIONS FROM DAMAGE. TAKE SPECIAL MEASURES WHEN MOVING HEAVY EQUIPMENT 2.1.1. CONFORM TO THE LATEST EDITION OF THE BUILDING CODE HAVING JURISDICTION OR LOADS ON THEM. 6. INSTALLATION BY GENERAL CONTRACTOR ALL MATERIALS AND EQUIPMENT ITEMS SUPPLIED BY THE OWNER /TENANT ARE TO BE INSTALLED BY GENERAL WHERE THE WORK IS TO BE PERFORMED, AND TO THE LATEST VERSION OF ADA (AMERICANS WITH DISABILITIES ACT). 3.3.2. KEEP FLOORS AS DRY AS POSSIBLE. KEEP FLOORS FREE FROM OILS, GREASE, OR OTHER MATERIALS LIKELY TO DAMAGE, DISCOLOUR OR AFFECT THE BOND CONTRACTOR UNLESS INDICATED OTHERWISE. 2.1.2. OBTAIN ALL PERMITS, CERTIFICATES AND AUTHORIZATIONS REQUIRED BY AUTHORITIES. OF APPLIED FINISHES. 7. MATERIALS 2.1.3. CONSERVE AS MUCH AS POSSIBLE OVERHEAD SPACE BY INSTALLING AND 3.4. SOUND ATTENTUATING PARTITIONS ALL MATERIALS SHALL BE NEW AND FIRST CLASS. ALL WORK AND EQUIPMENT ITEMS SHALL BE WARRANTIED BY THE ARRANGING DUCTS, PIPING, TUBING, CONDUIT, EQUIPMENT AND FIXTURES IN AN "SHORT CONTRACTOR FOR A MINIMUM OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. EXCEPT FOR MANUFACTURE'S WARRANTY WHICH MAY BE LONGER. ORDERLY MANNER AND TO PROVIDE MINIMUM INTERFERENCE. RUN PIPE, DUCTS, TUBING AND CONDUIT SQUARE WITH BUILDING GRID, VERTICALLY AND HORIZONTALLY UNLESS OTHERWISE NOTED. CONCEAL PIPES, DUCTS, TUBING AND CONDUIT IN 3.4.1. AVOID CIRCUITING" SOUND ATTENTUATING PARTIIONS BY THE CAREFUL LOCATION AND TREATMENT OF DUCTS, GRILLES, DIFFUSERS, ELECTRICAL OUTLETS AND BOXES, ETC. WHERE ELECTRICAL BOXES ARE BACK TO BACK, LOCATE PUBLIC AREAS. THEM AT LEAST 10" APART AND USE FLEXIBLE CONNECTIONS IF INTER- S. COMBUSTIBLE MATERIALS 2.1.4. THE USE OF SCOPE, RELATED WORK OR SIMILAR ARTICLES IN THE SPECIFICATIONS CONNECTED. NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE CEILING. SHALL NOT RELEVE THE CONTRACTOR FROM THEIR RESPONSIBILITY TO ASSIGN THE VARIOUS PARTS OF THE WORK TO THE APPROPRIATE SUBCONTRACTORS, AND FORCES, 3.5. DEFLECTION 9- FIRE EXTINGUISHERS AND SHALL NOT IMPOSE UPON THE ARCHITECT OR THE OWNER THE DUTY TO ARBITRATE DISPUTES BETWEEN THE CONTRACTOR AND SUBCONTRACTORS, NOR SHALL IT 3.5.1. MAKE ALLOWANCE AT WALL AND PARTITION HEADS FOR DEFLECTION OF THE CAPACITY AND RATING AS REQUIRED BY N.F.P.A. PAMPHLET #10 AND LOCAL AUTHORITIES. LOCATE PER LOCAL RELIEVE THE SUBCONTRACTORS FROM THEIR RESPONSIBILITY FOR CAREFULLY EXAMINING STRUCTURES ABOVE. IF NO OTHER INSTRUCTIONS ARE GIVEN, ALLOW DEFLECTION AUTHORITIES AND N.F.P.A. 10. ALL THE SPECIFICATIONS AND DRAWINGS, AND CO-ORDINATING THEIR WORK WITH OF STRUCTURAL MEMBERS IN THE ORDER OF SPAN /180 BECAUSE OF LIVE EACH OTHER AND THE GENERAL CONTRACTOR. LOAD ONLY. WHERE PARTITIONS ABUT THE UNDERSIDE OF THE FLOOR, THE CLEARANCE SHALL BE BASED ON THE SPAN OF THE MEMBERS SUPPORTING 10. FIRE WALLS THE FLOOR. USE METHODS WHICH MAINTAIN THE INTEGRITY OF THE WALL ALL FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS 2.2. CO- OPERATION OR PARTITION AS A SOUND BARRIER IN MAKING SUCH ALLOWANCES. WL 1001 WL 2002 WL 1002 WL 2003 2.2.1. CO- OPERATE AND CO- ORDINATE WITH OTHE CONTRACTORS AND SUBCONTRACTORS REQUIRED FOR SATISFACTORY AND EXPEDITIOUS COMPLETION OF THE WORK. 3.6. SCAFFOLDING WL 1003 WL 2004 TAKE SITE DIMENSIONS RELATIVE TO THE WORK. FABRICATE AND ERECT WORK 3.6.1. CONSTRUCT AND MAINTAIN SCAFFOLDING IN A RIGID, SECURE AND SAFE WL 5001 WL 2005 WL 5002 TO SUIT SITE DIMENSIONS AND CONDITIONS. PROVIDE FORMS, TEMPLATES, ANCHORS, SLEEVES, INSERTS AND ACCESSORIES REQUIRED TO BE FIXED TO OR MANNER. REMOVE SCAFFOLDING PROMPTLY WHEN NO LONGER REQUIRED. ERECT SCAFFOLDING INDEPENDENT OF PARTITIONS AND COLUMNS. USE SCAFFOLDING INSERTED IN THE WORK AND SET IN PLACE, OR INSTRUCT RELATED SUBCON- SO AS TO INTERFERE AS LITTLE AS POSSIBLE WITH OTHER CONTRACTORS AND TRACTORS AS TO THEIR LOCATION, GIVING REQUIRED SUPERVISION. PAY SUBCONTRACTORS. WHEN NOT IN USE MOVE SCAFFOLDING AS NECESSARY TO 1 1. MISCELLANEOUS OF EXTRA WORK CAUSED BY AND MAKE UP TIME LOST AS RESULT OF PERMIT OTHER WORK. PRIOR TO INSTALLING SHELVING IN REFRIGERATOR, T.G.C. TO WASH DOWN (SPONGE) INTERIOR THREE (3) TIMES FAILURE TO PROVIDE NECESSARY CO- OPERATION, INFORMATION OR ITEMS TO WITH A SOLUTION OF 50% VINEGAR AND 50% WATER. SET REFRIGERATOR TO OPERATE AT 34 - .38 RANGE. BE FIXED OR BUILT -IN WITHIN ADEQUATE TIME. 3.7. GLASS WORK 2.2.2. THE OWNER OR THE ARCHITECT AND THEIR EMPLOYEES OR AGENTS SHALL HAVE 3.7.1. GLASS CUTTING ON SITE IS PROHIBITED EXCEPT WITH PROJECT MANAGER'S THE RIGHT TO ENTER THE PREMISES AND INSPECT THE SITE, MATERIALS AND PERMISSION AFTER REVIEWING THE CONTRACTOR'S PROPOSED METHODS. 12. SOME SPECIFIED ITEMS (SUCH AS FLUORESCENT FIXTURES IN SALES COUNTER, WALL STANDARDS, SHELVING WORKMANSHIP AT ANY TIME. BRACKETS, CERAMIC TILE, ETC.) MAY REQUIRE LONG DELIVERY. 2.3. DIMENSIONS 3.8. OPENINGS 2.3.1. REPORT ALL DISCREPANCIES TO THE ARCHITECT OR PROJECT MANAGER. 3.8.1. WHETHER NOTED IN THE DOCUMENTATION OR NOT, THE CONTRACTOR(S) SHALL 13. UNLESS OTHERWISE NOTED, ALL WORK TO BE THE RESPONSIBILITY OF THE TENANT'S GEMERAL CONTRACTOR. 2.3.2. WHERE DIMENSIONS ARE NOT AVAILABLE BEFORE FABRICATION, AGREE UPON MAINTAIN ACCESS TO BASE BUILDING SYSTEMS AS REQUIRED. THEM AMONG THE TRADES CONCERNED. 14. ONE SET OF LANDLORD APPROVED DRAWINGS TO BE KEPT ON SITE AND AVAILABLE FOR CHECKING AT ALL TIMES 2.3.3. THE LOCATION OF PLUMBING, HEATING, ELECTRICAL FIXTURES AND OUTLETS, 3.9. PROTECTION AND MAKING GOOD DRING CONSTRUCTION. DUCTS, CONDUIT AND PIPE SHOWN OR SPECIFIED BUT NOT DIMENSIONED ARE APPROXIMATE. 3.9.1. PROECT ALL WORK AND EXISTING ADJACENT PUBLIC AND PRIVATE PROPERTY, AND WORK OF THERE SECTIONS FROM DAMAGE WHILE PERFORMING WORK. 15. BUILDING CODES ARE SUBJECT TO CHANGE & SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITIES BEFORE 2.3.4. NOMINAL PARTITION AND COLUMN THICKNESSES ARE SHOWN ON THE DRAWINGS. PROVIDE HOARDING WHEN REQUIRED BY LANDLORD, OWNER OR THE CODES. START OF WORK. ALL WORK MUST CONFORM TO THE APPLICABLE LOCAL AND NATIONAL CODES. DETERMINE ACTUAL SIZES ON SITE. 3.9.2. DAMAGED WORK SHALL BE MADE GOOD WHEREVER POSSIBLE BY THOSE 2.3.5. VERIFY DIMENSIONS FOR SHOP FABRICATED PORTIONS OF THE WORK ON SITE PERFORMING THE ORIGINAL WORK, BUT AT THE EXPENSE OF THOSE CAUSING 16. ALL MATERIALS TO MEET FLAME SPREAD RATINGS REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. BEFORE DOING SHOP DRAWINGS AND FABRICATIONS. THE DAMAGE. 2.4. DRAWINGS ON SITE 3.9.3. ATTACH AND FASTEN FITTINGS AND FIXTURES IN SAFE, STURDY AND SECURE 17. MAINTAIN INTEGRITY OF EXISTING FIRE RATED ASSEMBLIES AT ALL TIMES. 2.4.1. KEEP ON COPY OF ALL DOCUMENTATION ON SITE AT ALL TIMES, COMPLETE MANNER 50 THAT THEY CANNOT WORK LOOSE, FALL OR SHIFT FROM POSITION WITH LANDLORD AND LOCAL AUTHORITIES APPROVAL. DURING OCCUPANCY OF BUILDING, AS A RESULT OF VIBRATION OR OTHER 18. ALL WORK BY THE TENANT'S CONTRACTOR(S) SHALL BE COMPLETED USING NEW MATERIALS. 2.5. EXAMINATION OF SITE AND DOCUMENTATION CAUSES OF NORMAL USE. 19. MAKE GOOD ANY DAMAGE TO LANDLORD'S OR OTHER TENANT'S WORK CAUSED DURING CONSTRUCTION. 2.5.1. BEFORE ANY CONSTRUCTION OR FABRICATION BEGINS, EXAMINE THE SITE AND DETERMINE THE EXTENT AND NATURE OF ALL CONDITIONS AFFECTING THE PER- 3.9.4 PROTECT FINISHES AGAINST HEAT, SLAG AND WELD SPLATTERS BY ERECTING STURDY PLYWOOD OR OTHER HEAVY SHIELD DURING SUCH WORK. 20. REMOVE ALL GARBAGE AND DEBRIS TO THE APPROVED CONTAINERS, DAILY. FORMANCE OF THE WORK, INCLUDING THE LOCATION OF ALL CONCEALED SERVICES WHICH MAY HAVE TO BE PROTECTED, REMOVED OR RELOCATED. 3.10. CLEANING AND COMPLETION 2.5.2. BEFORE ANY CONSTRUCTION OR FABRICATION BEGINS, EXAMINE CAREFULLY 3.10.1 PROMPTLY REMOVE FROM FINISHED SURFACES ALL PRODUCTS WHICH COULD 21. TENANT'S GENERAL CONTRACTOR SHALL OBTAIN COPY OF "TENANT /LANDLORD RESPONSIBILITIES" SECTION OF ALL SPECIFICATIONS, SCHEDULES, DRAWINGS AND OTHER DOCUMENTATION. BY HARDEN OR SET OR BECOME DIFFICULT TO REMOVE. CLEAN FINISHED SUR- THE LEASE, AND CONFORM AS REQUIRED. ACCEPTING THIS WORK, IT IS ASSUMED THAT THE CONTRACTOR THOROUGHLY FACES UPON COMPLETION OF WORK OF YOUR SECTIONS OR WHEN REQUIRED UNDERSTANDS THESE DOCUMENTS. BY GENERAL CONTRACTORS. 22. ALL WORK TO BE SCHEDULED THROUGH THE TENANT COORDINATOR SO THAT IT DOES NOT INTERFERE WITH MALL 2.5.3. EACH TRADE SHALL EXAMINE THE WORK UPON WHICH THEIR WORK DEPENDS. OPERATIONS. APPLICATION OF WORK OR ANY PART OF IT SHALL BE DEEMED ACCEPTANCE OF THAT WORK UPON WHICH THE CONTRACTORS' WORK OR THAT PART OF IT WHICH 3.10.2. DAILY, OR MORE OFTEN IF REQUIRED, REMOVE OILY RAGS AND WASTE AND OTHER COMBUSTIBLE DEBRIS FROM PREMISES, AND FROM SITE AT LEAST ONCE HAS BEEN APPLIED DEPENDS. A WEEK. 23. ALL ELECTRICAL, MECHANICAL & PLUMBING - FLOOR & CEILING ROUGH -IN TO BE LOCATED & TAGGED ON THIS LAYOUT. ALL VERTICAL DIMENSIONS OR SPECIAL LOCATE NOTES I.E. (ABOVE CEILING) TO BE NOTED ON EQUIPMENT 2.5.4. DRAWINGS ARE INTENDED TO CONVEY SCOPE OF THE GENERAL CONTRACT WORK AND INDICATE GENERAL AND APPROXIMATE LOCATIONS, ARRANGEMENTS, AND 3.10.3. IMMEDIATELY PRIOR TO OCCUPANCY BY OWNER, CLEAN, DUST, AND REMOVE SCHEDULE & ROUGH -IN SPECS. ON THIS DRAWING. SIZE OF FIXTURES, EQUIPMENT, DUCTS, PIPING, CONDUIT, AND OUTLETS. OBTAIN MORE ACCURATE INFORMATION FROM STUDY AND CO- ORDINATION OF ALL STAINS, SMUDGES, TAPE, PENCIL MARKS, ETC., FROM ALL FINISHED SURFACES, EXPOSED FIXTURES, HARDWARE AND EQUIPMENT. CLEAN BOTH .�,- '••_ . _ DRAWINGS, AND SHOP DRAWINGS, INCLUDING ARCHITECTURAL, MECHANICAL SIDES OF WINDOWS OR OTHER GLAZING. TURN WORK OVER IN NEW CONDITION. # . „:` -L •- =t , . , - •_ 24. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS INTERFERING WITH PROPER, TIMELY, AND ELECTRICAL, AND BECOME FAMILIAR WITH CONDITIONS AND SPACE AFFECTING �' ;" :4e;:!j ` k '" " ° " OR ACCEPTABLE COMPLETION OF THE WORK & SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE THESE MATTERS BEFORE BEGINNING OR PROCEEDING WITH THE WORK. 3.11. ALTERATIONS AND REPAIRS ,c. CONDITION REQUIRING ATTENTION BEFORE FINISH MATERIAL INSTALLATION. WHERE JOB CONDITIONS REQUIRE REASONABLE CHANGES IN INDICATED LOCATION AND ARRANGEMENTS, MAKE AT NO EXTRA COST TO OWNER. 3.11.1. CUT, PATCH AND MAKE GOOD TO LEAVE WORK IN A FINISHED CONDITION 5 6 G CO- ORDINATE ALL WORK WITH RESPECTIVE TRADE CONTRACTORS. WHERE NEW WORK ABUTS EXISTING AND WHERE EXISTING WORK IS ALTERED. 1 25. DO NOT BEGIN FINISH MATERTIAL INSTALLATION BEFORE UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED IN A N MANNER ACCEPTABLE TO THE GENERAL CONTRACTOR & ARCHITECT FOR THAT PORTION OF THE WORK. 3.11.2. REGARDLESS OF WHICH SECTION OF THE SPECIFICATIONS ANY PORTION OF 2.6. SHOP DRAWINGS AND SUBMITTAL THE CUTTING, PATCHING WORK MAY FALL UNDER, EMPLOY PERSONS QUALIFIED -- IN THE WORK BEING CUT AND PATCHED TO DO SUCH WORK IN ORDER THAT IT 26. PERFORMANCE OF THIS WORK BY THE INSTALLER INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS & 2.6.1. WHERE SHOP DRAWINGS ARE REQUESTED, THE CONTRACTOR SHALL SUBMIT ONE BE DONE CORRECTLY AND SKILLFULLY. ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY STANDARDS. SEPIA AND THREE WHITEPRINTS TO THE ARCHITECT OR PROJECT MANAGER FOR r ' .�- 27. CARRY OUT DEMOLITION WITHIN THE PREMISES TO A BROOM SWEPT CONDITION, OF ANY EXISTING EQUIPMENT, APPROVAL. COPIES OF THE FINAL SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AND TO BE K PT ON SITE FOR REFERENCE. E 3.11.3. WHERE EXISTING ITEMS ARE DESIGNATED FOR RELCATION OR REMOVAL, DO ALL REQUIRED CONSTRUCTION, ALTERATION AND MAKING GOOD TO SUCH ITEMS. - --• - --' " � CEILING AND PARTITIONS NOT REQUIRED BY THE TENANT, INCLUDING THE REMOVAL AND CAPPING OF WATER AND 2.7. SITE MEETINGS MAKE GOOD BOTH NEW AND EXISTING DAMAGE. REMOVE FROM SITE ALL GAS LINES, AND THE REMOVAL OF CIRCUIT WIRING BACK TO THE BREAKER PANEL. 2.7.1. HOLD SITE MEETINGS AS REQUIRED THROUGH THE DURATION OF THE WORK. ITEMS NO1 REQUIRED TO BE TURNED OVER TO LANDLORD NOR TO BE RELOCATED OR REUSED. CAP ALL EXISTING SERVICES REQUIRED TO BE SEVERED. 28. SUPPLY AND INSTALL CONSTRUCTION BARRICADE TO THE PREMISES, THREE FEET BEYOND LEASE LINE. REMOVE AT 2.7.2. REVIEW APPROVED PROGRESS SCHEDULE FOR QUICK AND EFFICIENT COMPLETION CONCLUSION OF CONSTRUCTION. OF THE WORK, ACCORDING TO CONTRACT REQUIREMENTS, WITH SUPPLIERS OF PRODUCTS AND SUBCONTRACTORS. 3.12. 3.12.1. WATER REMOVAL PROVIDE VACUUM WATER REMOVER ON THE FLOOR NEAR THE WORK FOR 29. SUPPLY TEMPORARY FACILITIES OF A MINIMUM 100 AMP HYDRO SERVICE, READILY ACCESSIBLE WATER SUPPLY, AND GARBAGE DISPOSAL TO THE TENANTS G.C. FOR THE DURATION OF THE CONSTRUCTION PERIOD. 2.7.3. KEEP THE ARCHITECT INFORMED OF PROGRESS, DELAYS AND POTENTIAL DELAYS DURING ALL STAGES OF THE WORK. IMMEDIATE REMOVAL OF SPILLED OR LEAKED WATER BEFORE IT CAN PENETRATE TO THE SPACE BELOW THE FLOOR. D s 30. ALLOW ACCESS BY TENANTS G.C. TO LOADING FACILITIES AND /OR FREIGHT ELEVATOR IF APPLICABLE, DURING 2.8. 2.8.1 • TRADEMARKS AND LABELS TRADEMARKS AND LABELS SHALL NOT BE VISIBLE IN THE FINISHED WORK 3.13• TEMPORARY FACILITIES ..... Dili REGULAR MALL HOURS. EXCEPT FOR UL LABELS AND /OR OTHER SIMILAR AUTHORITIES, AND EXCEPT 3.13.1. PROVIDE A TELEPHONE ON SITE FOR GENERAL USE DURING CONSTRUCTION. 31. ALL HORIZONTAL EQUIPMENT DRAINS TO BE KEPT A MINIMUM OF 6" A.F.F. TO FACILITATE MOPPING. WHERE NECESSARY TO IDENTIFY ELECTRICAL AND MECHANICAL EQUIPMENT, FOR MAINTENANCE AND REPLACEMENT, AND EXCEPT WHERE SPECIFIED. LONG DISTANCE CHARGES ARE TO BE PAID TO THE GENERAL CONTRACTOR BY PERSON(S) MAKING THE CALL(S). 2.8.2. OTHER THAN EXCEPTIONS IN PREVIOUS PARAGRAPH, RELOCATE TRADEMARKS AND 32. CALLING FOR ALL OPEN JOINTS 70 BE CAULKED. LABELS TO CONCEALED OR INCONSPICUOUS SURFACES, OR REMOVE BY GRINDING 3.13.2. PERMIT USE OF TEMPORARY FACILITIES BY OTHER CONTRACTORS. IF NECESSARY OR PAINT OUT TO MATCH WHERE ADJOINING SURFACE IS PAINTED. 3.13.3. PROVIDE TEMPORARY ELECTRICAL SERVICE FOR LIGHTING AND THE OPERATION OF PUMPS, MOTORS AND OTHER POWER TOOLS DURING CONSTRUCTION. 2.9. EXTENDED WARRANTIES 2.9.1. THE FOLLOWING IS A LIST OF EXTENDED WARRANTIES THAT EXTEND BEYOND 3.13.4. PROVIDE TEMPORARY HEATING, MAINTAINED Al LEAST AT 13 C DURING CONSTRUCTION. THE TWELVE MONTHS AS REQUIRED UNDER THE GENERAL CONDITIONS OF THE CONTRACT. 3.13.5. PROVIDE AND MAINTAIN, IN COMPLIANCE WITH LOCAL BY -LAWS AND LABOR THIS LIST 15 FOR CONVENIENCE ONLY AND MAY BE INCOMPLETE ANY AGREEMENTS, SANITARY TEMPORARY TOILETS AND WASHBASINS FOR USE OF WARRANTIES IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS OR ALL WORKERS ON THE SITE. WARRANTIES FOR PRODUCT SUPPLIED FOR THE WORK BUT NOT NOTED, ARE APPLICABLE AND IN FORCE WHETHER LISTED HERE OR NOT. 3.14. FIRE PROTECTION DESCRIPTION EXTENSION OF WARRANTY 3.14.1. TAKE NECESSARY PRECAUTIONS TO ELIMINATE FIRE HAZARDS AND TO PREVENT a - A1:nr -A VL ` , ,t' ` w , I-- CARPENTRY AND MILLWORK 1 YEAR DAMAGE TO WORK, MATERIALS, EQUIPMENT AND OTHER PROPERTY, BOTH PUB- FINISH HARDWARE 1 YEAR LIC AND PRIVATE. JAN 1 6 2008 JAN 2.9.2. WARRANTY, OPERATING AND MAINTENANCE DOCUMENTATION 3.14.2. STORE AND LOCATE PRODUCTS AND EQUIPMENT PACKED IN COMBUSTIBLE CON- 'ate = ' ' i ER ALL WARRANTIES ARE TO BE DELIVERED TO THE CLIENT UPON SUBSTANTIAL TAINERS IN ORDERLY AND ACCESSIBLE AMNNER. UNTIL PERMANENT FIRE OF FIRE Di---' .,k i COMPLETION OF THE WORK. INCLUDE IN THIS COMPILATION ALL MAINTEN- PROTECTION AND EQUIPMENT IS AVAILABLE, PLACE APPROVED TYPES FIGHTING EQUIPMENT IN VICINITY. ANCE INSTRUCTIONS FOR FLOOR, WALL AND CEILING SURFACE AND OPERATING ARCHITECTURE AND MAINTENANCE INSTRUCTIONS FOR ALL MECHANICAL AND ELECTRICAL 3.15. SECURITY SPECIFICATION EQUIPMENT. ALSO INCLUDE ALL FIRE RATING CERTIFICATES OF COMPLIANCE ON CONSTRUCTION MATERIALS. 3.15.1. PERMISSION OF THE LANDLORD MUST BE OBTAINED TO WORK AT TIMES OTHER. p_ NOTES N. 00 CI CI Nr N c a o a < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ct JOB NUMBER - [e21 SHEET NUMBER AS1 cro v� J C - al �n of o n °' � � N � rn �n �c 0 .E c �? . co w � U o I aO - moo � U U a - - w p U I-1-1 < N Cn co 1- DATE OF ORIGINAL ISSUE 24 SSPITI5E 2007 m z 0 2 DRA/NB OARDS, 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. HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT PLUMBING SYSTEM S - SHALL BE D ESIGNED, CONSTRUCTED AND INSTALL LOCAL, TO LAW ( L STATUES ACCORDING FEDERAL STAT STATE, AND: REGULATIONS AND ORDINANCES) TO PROVIDE WATER AT TEMPER E ATUR BE RESTROOM & KITCHEN HAND WASH SIB T S H A H A EQUIPPED OF AT LEAST 100 DEGREES pAHRENH MIXING VALVE OR C OMBINATION FAUCET. SELF PROVIDE A CLOSING OR METERING FAUCETS 1 S SAL PRO. FLOW OF WATER FOR AT LEAS FOOD SERVICE OPERATION AREA FL OORS, ALLS, WALL FLOOR_ COVERING A SHALL BE COVERINGS, Fa AND C DESIGNED CONSTRUCTED AND INSTALLED S0 THEY ARE SMOOTH, D URABLE AND EASILY CLEANABLE - xi fiB 120 "x54" EXHAUST HOOD SERVICE t••• •• ALA. ► � aa.a..d... A�Au 1 ����� ±aa A�A���A�AiA�A •••∎ i• ALA � • Ah. *�A=Ai�iA SERVICE f 2 „ ® 20B 1 1112O" 111 V 60 Anw ii iv AP, 11146 41146 11146 I !1 1 14' -2" 3 ' -0 a �r IP ko ' E - 1 E -1 ri Ito •$ 2 e ,;4011118 "c,20" ( .20" 0 20 "11118" 016 II) IIP V27" 11112" 20 '111 50" (DROP) ELECTRICAL PANELS WAREWASHINGIDISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH t O ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. ELECTRICAL PANELS 5'_ EQJIPV SCALE: 1/4" - V Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) accredited certification program (NSF Approved) will be deemed to comply with the food code equipment & utensil matena /s, construction anal design req irements ILECTR SCALE: 1/4" = 1' -0" - NT PEA\ CAL Ro ' -10" C SERVICE REAR DOOR 39 6B \ PLA\ BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD.AT 41 DEGREES FAHRENHEIT OR BELOW III (DOWN FROM 45 DEGREES) ABOVE LOCKERS OR OTHER SUITABLE FACILITIES SHALL,BE PROVIDED FOR THE ORDERLY STORAGE OF ' EMpLOYEE5 CLOTHING AND OTHER POSSESSIONS. SUB J ECCT P T O OR DIINANCE JAN 1.8 2000 SE p E - ING co Dapt. Pu ..O By alth DIANE GAS ID 171 03' 6 "0 P.V.C. PIPE FOR SYRUP LINE DETAIL WALL MOUNTED MENU & PICTURE BOARDS DETAILS SEE ELEVATION TRAYS UNDER COUNTER NO CHANGES SHALL BE nx I DE WITHOU Ss THEALTH -«era F TMENT :APPROVAL ,t PRE- OPENING WSPECTiON BY �p �tl, 1E K aG CCU r / y HEALT —3 c P M s��� G � PRICR TO O RA r, m, APPL:CANT PLAN SCALE: 1/4" = 1' -0" AV AMIAM/ • 010 111 Pp Iva VBI \G RC„GH- SERVICE \ PLA\ GRA\ T SCALE: 1/2" = 1' -0" 19' -6" j 1 1" 23' -8" CCU \TER C „T 0 ,JT CUT OUT FOR HOT STEAM UNIT SCALE: 1/4” = 1' -0" 0 „ /OPEN TO MALL• 4'— 2 "O FOR CA HOLE H REGISTER - - �( co Q — SHROUD ms mmr NM 1111 _ LECTR CAL R0 —3 „ 1 -114„ Y 4 , -9 „ f EMPTY BOX TO LEAD WIRE G 5-3/4"0 HOLE FOR HOLDER CUT OUT FOR BEVERAGE DISPENSER EQUIPMENT NOTE: ALL DIMENSIONS OF COUNTERTOP SHOULD BE VERIFY IN FIELD BEFORE CUTTING MATERIAL. 1 f \ LOCAT 11 \ / \ / \/ /\ / \ / \ ---CUT OUT FOR COLD PAN EXHAUST HOOD 0 N N) — LINE OF FINISHED FLOOR Doboz) - LOW WALL • ` • EQUIPMENT PLAN, COUNTER CUT —OUT, ELECTRICAL & PLUMBING ROUGH —IN PLANS/ LOCATION < < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ARCHITECT: Marc Brundige ISSUE DATE: 11 -30 -07 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. • U r o JOB NUMBER 1,21 SHEET NUMBER w LJ- w ANIP K1 0 w LI- o uJ w < N) � ro co <JD DATE OF ORIGINAL ISSUE 24 SMPTMEIER 20m"1 v- r J O c' — > ', Oi 0 � N N tlro) X c c .Co 0 o E d c m iJ1 z 0 tri w E 0 .c EQUIPMENT SCHEDULE NOTE: ALL EQUIPMENT IN SCHEDULE IS SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR. SEE ELECTRICAL & MECHANICAL DRAWINGS FOR MORE INFORMATION - UNLESS NOTED OTHERWISE DENOTATION DESCRIPTION SUPPUER MANUFACTURER MODEL No. V P L H ASE E/ HORSE POWER AMPS WATTS CONNECTION W T WATER WASTE WASTE BTU'S /HOUR CON EN REMARKS D? 1 B 24" GRIDDLE TAYLOR GROUP LANG LG 24 480V, 3.h 21.7 12,000 RECEPTACLE F 72 GRIDDLE TAYLOR GROUP LANG LG 72 480V, 3.h 43.4 18,000 X 2 RECEPTACLE 2D A 40 Ib. DEEP FRYER TAYLOR GROUP IMPERIAL IFS -40 105,000 3/4" 3� A DUAL STOCK POT RANGE FRONT FRONT HANWAY SUPREME CUSTOM 87,000 3/4" a> 13 DROP IN HOT FOOD UNIT 3 WELLS TAYLOR DELFIELD N8845 -D 208V 1 .h 15.7 3000 HARD WIRING 1 2" A GAS RICE COOKER TAYLOR RINNAI RER -55ASN 35,000 3/4" ID A RICE WARMER TAYLOR Z05HIRUJI THA 803 115V 1.h RECEPTACLE ■ A EXHAUST HOOD & ANSUL SYSTEM 120 "x541 CAPTIVE ARE CAPTIVE AIRE CUSTOM J BOX B EXHAUST HOOD & ANSUL SYSTEM 96'x48 CAPTIVE ARE CAPTIVE AIRE CUSTOM J BOX LI> A ME LOW PROFILE REFRIGERATED BASE TAYLOR DELFIELD F2999C 115V 1.h 10.0 RECEPTACLE M= 14 S/S COLD PAN (24 "x20 HANWAY SUPREME CUSTOM MADE RECEPTACLE 1" 15 S.S. PASS THRU' FRIDGE (72 "x60") HANWAY SUPREME CUSTOM MADE 120V/ 1 ph 12.0 RECEPTACLE L> B REACH IN FREEZER DOUBLE DOOR TAYLOR TRUE T -49F 115V 1.h 3 4 20.0 RECEPTACLE ran_ Ina NM WALK -IN FRFF7ER W FLOOR 4'X8' NORLAKE NORKAKE CUSTOM 115V 1.h ©EM NEM 15.0 15.0 J BOX WALK -IN COOLER W FLOOR 8'x8' NORLAKE NORKAKE CUSTOM 115V 1.h J BOX L> A SOFT DRINK DISPENSER 23 "x23 COCA -COLA 115V 1.h RECEPTACLE SUPPLY & INSTALL BY COKA -COLA 0 B ICE MACHINE 800ibs WL800 LBS STORAGE BIN TAYLOR HOSHIZAKI KM 900 MAE 208 -230V 1.h 20.0 RECEPTACLE 1 2" 3 4" CONTRACTOR TO INSTALL BACK FLOW PREVENTOR & POWER CORD RELOCATED & W/ 8 "(H) BACK SPLASH MOP SINK (24"X24") SUPPLIED BY G.C. In MEE 1 2" 3" 3" Mo. I RM _ HOT WATER HEATER ELECTRIC BY GEN CONTRACTOR GREASE INTERCEPTOR SUPPUED & INSTALL BY G.C. 24 A 3- COMPARTMENT SINK TAYLOR ADVANCE 9- 3- 54 -18RL MEE W/ SPLASH GUARD L> rill VEGETABLE SINK TAYLOR ADVANCE FC1 -1818 IR:A MI HAND SINK W FAUCET TAYLOR ADVANCE 7- PS--60 Ell 4.0 RECEPTACLE 2 VEGETABLE CUTTER TAYLOR GLOBE GFB 500 115V 1.h �i ] IMO grfn MEAT SLICER TAYLOR GLOBE 3600 115V 1.h MEM 5.5 RECEPTACLE MEAT TAYLOR UNIVEX SRM 30+ 13 6 RECEPTACLE SOFT DRINK SYSTEM CARBONATOR COKA COLA 115V 1.h RECEPTACLE SUPPLY & INSTALL BY COKA -COLA, CONTRACTOR TO INSTALL BACK FLOW PREVENTOR & POWER CORD Ind BULK SOFT DRINK STORAGE RACK TAYLOR HODGES VARIES IIIIII IIM DRY GOODS SHELVING 48 TAYLOR HODGES VARIES I®7 IMMO WALK -IN SHELVING EPDXY COATED TAYLOR METRO MAX VARIES WALL SHELVING TAYLOR EAGLE - WALSTOR VARIES im II _ Ilia E 30" X 72 STAINLESS STEEL W/O UNDERSHELF TAYLOR ADVANCE TABCO TGLG306 A22 A S S WORK TOP CABINET 36 "x18 HANWAY SUPREME CUSTOM 2" IIIM B 5 5 WORK TOP CABINET W DROP IN HAND SINK 124 ° x18 "I HANWAY SUPREME CUSTOM IIMMIE 2" IM STAINLESS STEEL VEGETABLE BIN HANWAY SUPREME CUSTOM IMO WI L> _ PRE -RINSE UNIT & ADD ON FAUCET TAYLOR T & S B -0133 + 0 -0155 - POS EQUIPMENT 50 CASH REGIS IER OWNER SHARP ER -470 120V 1.h RECEPTACLE MEM RD" ME MANAGER STATION HANWAY SUPREME CUSTOM Mill SMALL EQUIPMENT IITO SOAP DISPENSER TAYLOR SAN JAMAR S46TBK Ii ]_ SURFACE - MOUNTED ROLL- PAPER -TOWEL DISPENSER TAYLOR BOBRICK 9 -253 HEAVY -DUTY CAST ALUMINUM WITH SATIN FINISH I_ ]_ ICE MACHINE WATER FILTER TAYLOR EVERPURE 9275 -01 Ii'ar] DRINK TOWER WATER FILTER TAYLOR EVERPURE SSM--1 IC'*]_ GAS RICE COOKER STAND 60 "x30 TAYLOR ADVANCE EG -LG -305 M RICE WARMER STAND 17 "x17 "x17" HANWAY SUPREME CUSTOM EI FIRE EXTINGUISHER BY CONTRACTOR AMEREX 260 ■ r te .--, .M.., r:,n rrT r - c tbSiano EQUIPMENT SCHEDULE < < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ARCHITECT: Marc Brundige ISSUE DATE: 11 -30 -07 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. ^ L-2 ruo Z3 c co CC W F- z uJ 0 E.--. O! W W O raw ILN. Q Li H J 0 f ; C 5 A. t . \ H U O cn co SHEET NUMBER 0 0 re Z o rn 01 CO X 0 Lt 0 r7 = Q 0 Y Q JOB NUMBER 7216 K2 r U un L U J © a U In CSC >- 7" ru cl N cV aroi XnCr; C O Cr' O 0 O N 0 I I 0 0 00) 07 LL- CL DATE OF ORIGINAL ISSUE 24 SEPIPMER 2001 0 0 2' -2 ].00r 2' -2 ' M M 4 UTILITY CABINETS) FIRE SYSTEM PIPING O' I TYPE QTY. ill 2' -2 ' - ' 4 , 2' 2' 0' FIRE SYSTEM 2' 4' 4' 8 2 3' SWITCHES • O SIZE `ow ® 1' ' IF ; A SS Baffle with Handles 4 10' 16' \ .\ \� 1 r NO 22' 32 - 0.42:' 10' 262 YES Hood #1 8 16' 20' - 3' H l I - 4 ' I II 2 ' - 3 Incandescent Light Fix NO Left Ansul R102 3,0 32111002-- 1' 2' mim YES 465 LBS. mm 16' • • 54' HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINETS) FIRE SYSTEM PIPING HOOD WEIGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATI ❑N FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATI ❑N 1 SS Baffle with Handles 4 16' 16' 6 Incandescent Light Fix NO 22' 32 - 0.42:' 10' 262 YES 463 LBS. 8 16' 20' 2 SS Baffle with Handles 1 16' 16' 3 Incandescent Light Fix NO Left Ansul R102 3,0 32111002-- equip3f 5 1 Light 1 Fan Outside YES 465 LBS. 4 16' 20' HOOD N❑ MODEL LENGTH MAX. C❑ ❑KING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD C ❑NSTRUCTI ❑N HOOD C❑NFIGURATI ❑N TOTAL EXH. CFM RISER(S) TOTAL SUP, CFM RISER(S) END TO END ROW WIDTH LENGTH DIA, CFM S.P. WIDTH LENGTH DIA. CFM S.P. 1 5424 NDI -PSP -F 9' 4.00' 400 Deg. 3229 14' 22' 32 - 0.42:' 10' 262 0.086' Where 430 SS Exposed ALONE N/A 262 0.086' 4' 10' 262 0.086' 2 4824 ND--2 -PSP -F 8' 0,00' 450 D 1600 12' 12' 1610 -0.39 0,144" 3' 11 3' I Side 54' 6' Where 430 SS Exposed ALONE N/A 338 0.144' 2 Front 108' - • ❑ ❑D HOOD NEL Utility Cabinet LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S.P. 1 Front 114' 12' 6' 8' 24' 807 0.148' 8' 24' 807 0.148' Back I 126' 1 6' 1 6' 4' 10' 262 0.086' 4' 10' 8 6 262 0.086' 4' 10' 262 0.086' Side 54' 6' 6' 4' 10' 2' 0' ' 338 0,144" 3' 11 3' I Side 54' 6' 6' 4' 10' 338 0.144' 2 Front 108' 12' 6' 8' 24' 640 0.096' 8' 24' 640 0.096' 3 Utility Cabinet 11 ' 1' -0' 11' ,RIIIII /' Hood #2 — 1' -0'- U.L. Listed Incandescent Light Fix L d 0' MIN INE11 MN 8' 8 6 ��e�1 6'IIoiI II °II����� 2' 0' ' 2' 0' ' 3' 11 3' I 11 I 2' '' "' 2' 4' 5' 2' 2b' 8' 0 00' HOOD INFORMATION HOOD INFORMATION HANGING ANGLE 3' STANDOFF 3 1' r • EXHAUST RISER 4' 16" U.L. CLASSIFIED BAFFLE --TYPE GREASE FILTERS EQUIPMENT BY OTHERS 1 GREASE DRAIN WITH REMOVABLE CUP 48' 100W VAPORPROOF INCANDESCENT LIGHT — 12' 33' MIN 48' MAX F2.75' 6" 24' NOM 78' TYP, SECTION VIEW -- MODEL 4824 -ND -2 with PSP Accessory PLAN VIEW - Hood #2 - 8' 0.00" LONG 4824ND --2 -PSP -F SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL AIR CONDITIONED AIR TO 8' ROUND COLLARS (MAX FLOW= 80 CFM /FT) DEDICATED MAKE UP AIR TO 8' X 16' COLLARS 4' PERFORATED SUPPLY PLENUM(S) 6' ■FOT1 tla MOM L= 1' 9' PLAN VIEW - Hood #1 - 9' 4.00" LONG 5424NDI -PSP -F 2' 4 6 8 r 3' 5f' 9' 6.00' 4' 8b 10' 6.00' r 3' S • 8' FOR QUESTIONS OR FURTHER INFORMATION, CONTACT STEVE LUDDY AT (800) 825 -3143 2' 3h t•>111 CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: NFPA #96 NSF #1362 AND LINE OR MORE OF THE FOLLOWING: E.T.L. CLASSIFICATI ❑N #3054804 -001 TESTED TO UL 710 STANDARDS 1' 9' 1' -0' 1' -10' .00' SUPPLY RISER WITH VOLUME DAMPER 6' MAKE UP AIR PSP ON THREE SIDES OF HOOD 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 HANGING ANGLE 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS r 2.75'- 6' 11 CUSTOMER SIDE 0 r r r r r r EXHAUST RISER 0 SLOPED GREASE DRAIN WITH REMOVABLE CUP 0 0 N N 54' 100W VAPORPROOF INCANDESCENT LIGHT CAPTIVE -AIRE MODEL HRE UTILITY UPBLAST EXHAUST FAN 3229 CFM @ 1.00' STATIC PRESSURE 1.50 HP, 208-3-60 2' GREASE DRAIN TO BE PIPED DOWN INTO BUILDING N CO FIRE SYSTEM PIPING RAIN HAT � 33' MIN 48" MAX MUA 78' TYP 24' NOM COOK SIDE 1 EQUIPMENT BY OTHERS SECTION VIEW - MODEL 5424 -NDI i r•II• la AV V® ..� A/C SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL DO O2-1 JOB Sarku Japan LOCATION Southcenter Seattle WA LATE 11 -29 -2007 INFO # SarkuJapan REV. 2.00 ,a �m Q G l � O ' �o R 7071V 3 y ED r � � 2; JAN 16 2008 PEHH'Jii 6 CENTER JOB # 692200 IJRAITN BY JSL SCALE 3/4" • O CO Cl" Cr ) NI CD ✓ ▪ i c. 0 0 <K1 < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS z :: ' . : C6 Ce a nti rn 0 IWO 0 = t ° SW o cc ® 1-0 z E a ozc roCC U J CC m=Q 0 N : • o JOB NUMBER 1 21 SHEET NUMBER DATE OF ORIGINAL ISSUE 24 SEF'TMEER 2007 r m z 0 1 r w 0 FAN UNIT NO, FAN UNIT MODEL # EXHAUST FAN SUPPLY FAN MODEL TAG CFM S,P, RPM H.P. 0 VOLT FLA BLOWER H ❑USING TAG CFM S,P, RPM HP. 0 VOLT FLA 1 HRE -20 EF -1 HRE-20 Insulated 3229 - 1.000' 1045 1,500 3 208 4.7 29 1/8 27 1/2 21 1/2 12 5/8 15 18 2 HRE -13 EF -2 HRE -13 29 1600 - 1.000' 1633 1.000 3 208 3,3 56 36 1/2 35 7/8 36 1/8 16 5/8 3 A2- D.500 -G15 MUA -1 20 251 G15 A2 -13.500 4358 0.650' 1023 3.00 3 208 9.5 NQ. F F A N ITEM CURB SIZE MODEL 1 # 1 Curb 28.000'W x 28.000 "L x 20.000'H Vented, Hinged 2 # 2 Curb 20.000'W x 20.000'L x 20.000'H Vented Hinged 3 # 3 Curb 31.000'W x 79.000`L x 20.000 "H Insulated FAN MODEL BTU RANGE (MBH) A CURB B MODEL C A D C E E F G G J H N J R RO WHEEL DIA. WEIGHT LB HRE13 21 1/2 10 5/8 14 3/4 20 1/2 41 1/2 29 1/8 27 1/2 21 1/2 12 5/8 15 18 13 1/2 147 HRE20 29 1/2 15 5/8 21 9/16 28 1/2 56 36 1/2 35 7/8 36 1/8 16 5/8 23 26 20 251 Motor BTU RANGE (MBH) UNIT DIMENSI ❑NS CURB DISCHARGE OPENING MODEL WEIGHT A B C D E F G H J K N P R S 1.500 -G15 810 LBS 82 -3/8 137 -3/8 36 -3/4 33 -1/16 3 -3/4 1 53 -5/8 7 -13/16 42 -13/16 31 79 18 -3/4 16 6 -1/8 10 -13/16 Motor BTU RANGE (MBH) GAS PRESSURE GAS C❑NNECTI ❑N CFM RANGE FILTER SIZE & QTY MAX. FILTER VELOCITY MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T' (NPT) MIN MAX 11500 -G15 12' 18 550 7' WC 14' WC 1 2500 6000 20'x25 "x2" (3) @6000 CFM = 696 FPM Motor Type PH Volt HP FLA BREAKER Exh -1 Exh 3 208 1.5 4.7 25 Amp Sup-1 Sup 3 208 3.0 9.5 — Amp Exh -2 Exh 3 208 1.0 3.3 15 Amp Eqp -1 Equip 3 480 30 40 Amp Egp-2 Equip 3 480 30 40 Amp Egp-3 Equip 1 115 20 25 Amp FAN INFORMATION CURB ASSEMBLIES HRE SERIES HIGH VELOCITY RESTAURANT DUTY UTILITY SET 1 WHEEL ACCESS DOOR HRE BELT DRIVE \--- HIGH VELOCITY RESTAURANT -DUTY UTILITY SET DIMENSIONAL DATA INSTALL PIN FOR SAFETY LOCK COVER REMOVED OPEN @60° REMOVE PIN TO OPEN DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATION TESTING - CLEAN ❑UT DOOR HRE -UL762 REV.#4 05/08/2006 NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERI ❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE C❑NDITI ❑N. OPTIONS: GREASE BOX PITCHED CURB INSULATED CURB MODULAR OUTDOOR DOWN DISCHARGE DIRECT FIRED HEATER UNIT INFORMATI ❑N. DIM "B" DIM "S" DIM "N" DIM "J" DIM "R"- DIM "C" DIM "G CURB OUTER WALL 1 BLOWER/ MOTOR ACCESS DOOR DIM "H" 0 DIM "A" DIM "K" DIM 'P' DISCHARGE OPENING FLEX CONDUIT 07 — FOR FIELD WIRING DIM 'T' DIRECT FIRED MODULE ROOF OPENING 2' SMALLER THEN CURB DIMENSION. ALL DIMENSI ❑NS ARE NOMINAL AND GIVEN IN INCHES. 0% a mmihNi � II v DIM "F' AIRFLOW 1- SERVICE LIFTING LUGS DISCONNECT 4 PLACES SWITCH SLOPED FILTER INTAKE 20 IN HIGH EQUIPMENT CURB ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER 32111002- equip3fs JOB NAME SARKU JAPAN JAB NUMBER CONTROL INPUT 120VAC H1 =LINE, N1.NEUTRAL 15A BKR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 LIGHT INPUT 120VAC H2 -1-15 =LINE, N2 --N5= NEUTRAL 15 15A BKR LS-01 18 3 WIRE 3 PHASE 19 20 21 INPUT alP 23 24 INPUT 3 WIRE 3 PHASE INPUT 3 WIRE 3 PHASE 1 PIIf1Sn 115V IIr�PUr y u�an 1 Nt13.1113- 13 14 DATE 10/4/2006 DRAWN BY dhp 3 Phase, W/ 2 Exhaust Fan, 1 Supply Fan, Exhaust in Pre, LC1 D32F7 Contactors for 2 30amp 480V /3Phase and 1 20amp 115V/1 Phase equipment to shut down equipment in case of fire Detscriotion ST Starter FS Fan Switch Lighted MS Mi roSwit h Ansul/ Chem) R1 Relay DPDT LS Light Switch L H ood Li ht(s) GP General Purpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch Spare Relay MS - 1, MS -2 MieroSwitch Contacts C Ansul Pyrochem C -RD C -RD NO-BL NO-BK NO -BK NC -BR NC -BR J Nc _ SPARE RELAY CONTACTS _4_ M3 . CAN BE U SED TD CONrRDL rrEHS REQUIRING SHUT novN WHEN THE: FIRE: �-- SYSTEM DISCHARGES SUCH R1-R5 AS SHLRNT TRIP, SIGNALS, RELAY Contact,q R2 -1 TERFGNAL FDNR FIELD , . . C 1IRD1G TI BJfl DII 0 - FIRE PANEL, DRY C13NTACTS FOR SIGNAL R2 -2 C1NLY _ INS -2 NC c Nr1TFS DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE CfLQR BK - BLACK YW - YELLOW EL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR/BL - ORANGE/BLUE: RD - RED (STRIPED WH - WHITE DL/RD - BLLE/RED (STRIPE) RD /GN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGY NOTE' IF WALL MDUNT PREVIRE, OR FIELD INSTALLED FIRE SYSTEM IUCREISVITCH, THE TERMINALS SWING FACTORY WIRING MUST BE FIELD WIRED. 18 x 18 x 6 Box Size J t O&2-'7 • JOB Sarku Japan IHDFDAH REV. #0 1/3/2005 LOCATION Southcenter Seattle WA 1JATW 11-29-2007 IJTYG # SarkuJapan REV 2,00 r " . . P I e .. F it = JAN 16 2008 L;LNTEF JOB # 692200 DRAIYN BYJSL SCALE 3/4" CD 0 00 M < < CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 0 JOB NUMBER t21 SHEET NUMBER 0 1- 0 O co z 0x O rg m = O az Li l z W U 0 U) 0 J W (I) w P`) U W 0 eL V) I� 2 DATE OF ORIGINAL ISSUE 24 SEPTMIBER 2 @01 . 00 00 A CV IZ I CO CK CO LiJ I— CO z 07 LiJ I— U) Ir) Y c I- r m 15' —9' 9' L 2' 1' HOOD # 1 2' 1' Griddle - M 24.00' L x24,00' D High Proximity 0 11' FACTORY PIPING FIELD PIPING G' 1' 6' Griddle - M 72,00' L x24,00' D High Proximity - THIS FIRE SYSTEM COMPLIES WITH U,L, 300 REQUIREMENTS DRAWING NUMBER: C: \ACRD \FS PR ❑G \TXTFILES \sarku seattle.fsd Job #: 692200 Job Name: Sarku Japan Southcenter Seattle WA Drawn by: . System Size: ANSUL -3.0 Total FP required: 9 Hood # 1 9' 4" Long x 54" Wide x 24" High Riser # 1 Size: 14" x 22" NOTES FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC, MAXIMUM 9 ELBOWS IN SUPPLY LINE, MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE, IF APPLICABLE, PRE -PIPED CHARBR❑ILER DROPS ARE SHIPPED LOOSE, - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. APPLIANCE DIMENSI ❑NS LISTED REPRESENT THE CO ❑KING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. 00 • 1B ®o 00 15' HOOD # 2 3 ' 9 i' 3' 9b Rice Cooker (No Coverage 34,00' L x24.00' D High Proximity FACTORY PIPING FIELD PIPING 1' 8' I 1' 1' 8' 1' 6i' 11'� Range -Med 40.00' L x24,00' D High Proximity DRAWING NUMBER: C: \ACAD \FS PROG \TXTFILES \sarkuseat2,fsd Job #: 692200 Job Name: Sarku Japan Southcenter Seattle WA Drawn by: . System Size: ANSUL-3.0 Total FP required: 10 Hood # 2 8' 0.00" Long x 48" Wide x 24" High Riser # 1 Size: 12" x 16" NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC, - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBR❑ILER DROPS ARE SHIPPED LOOSE, - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSI ❑NS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS LEGEND — FIRE CABINET ANSUL SYSTEM 1A 1.5 GALLON TANK 1B 3 GALLON TANK 2 OEM AUT ❑MAN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101 -20) 8 CARTRIDGE (101 -10) 9 CARTRIDGE (101 -30) 9A CARTRIDGE (LT -A- 101 -30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICR ❑SWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1 /2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR LW# AMEW -- --- -- DOS -m7 4 CF ED JAN 16 2008 PERMIT GENT ER JOB Sarku Japan LOCATION Southcenter Seattle WA 124TE 11 -29 -2007 10B , 692200 12FYG , SarkuJapan IJRATYN BYJSL RE'V. 2,00 .SCALE 3/4' <1.<<<<2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 4 0 +� ° Q CD o cc Q — ® F O n 0 =o �'t 0 L J Li-) I co *Q mCh 306 NUMBER 1,21 SHEET NUMBER DATE OF ORIGINAL ISSUE 24 SEFTMBER 2007 p Y 52 4')XZ JX r•-• M o i- ' Li H3 r m 0 w a AIR E ALANGE SCHEDULE (CFM) 0H4N[C4 SUPPLY AIR QWFM OUTS MAKE UPEXHAUST AIR I k9 C1at1Sii\Nn 1 J1,9 CI 11VIGNI RTU -I 2000 R GIST R SCN1 DU +400 MUA -I I US R M +354cI MARK MANUFACTURER N SON EDLJ FACE SIZE (L' x Ill ") FRAME TYPE NC . A PLAN MARK DESCRIPTION MANUFACTURER NUMBER SPECIFICATIONS r RTU -1 \ 30 NEIU ROOF MOUNTED UNIT N LE Nox LGA0601-128 S.T.U. CAPACITY 6 0,000 / CFM, / ESP .8 0" / EER, 12.8/ M51-I INPUT tS / OUTPUT ,62 , /AFUE 80% / UNIT MOTOR DATA: VOLTS, 480, / PI-- EASE, 3, / M.C.P4., 16 / MOCF , 20 :AMPS / WE IG1-1T , 145 LBS. / 300 CFM OSA C 0 PER PLAN LAY -IN AIR E ALANGE SCHEDULE (CFM) D SUPPLY AIR RETURN AIR OUTS MAKE UPEXHAUST AIR I ASSURE RTU -I 2000 R GIST R SCN1 DU +400 MUA -I I US R R +354cI MARK MANUFACTURER MODEL TYPE NECK SIZE (DIAMETER) FACE SIZE (L' x Ill ") FRAME TYPE NC REMARKS A TITlJS TMSA ADJUSTABLE SUPPLY DIFFUSER PER PLAN PER PLAN LAY- IN SURFACE 30 lth -IITE p TITUS 50F EGGCRATE RETURN GRILLE PER PLAN PER PLAN LAY -IN 30 U-IITE AIR E ALANGE SCHEDULE (CFM) MK SUPPLY AIR RETURN AIR OUTS MAKE UPEXHAUST AIR AIR ASSURE RTU -I 2000 1600 300 -- +400 MUA -I -- -- 4355 -- +354cI EF -1 -- -- -- 522Q -522cI EF -2 -- -- -- 1600 -1600 TOTAL. 2000 1600 4655 452Ci -1 MCH4N CONTRACTORS AND SUB CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS . INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCING THE COMPLETE DOCUMENT SET . COORDINATE WITH THE WORK OF OTHER SECTIONS , EQUIPMENT FURNISHED BY OTHERS , REQUIREMENTS OF THE OWNER AND CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE . PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION . NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK ALL ROOFING WORK (CUTS, REPAIRS, SPUD WORK, ETC.) SHALL BE PERFORMED BY THE LANDLORDS APPROVED ROOFING CONTRACTOR DRAWINGS FOR THE MECHANICAL WORK ARE DIAGRAMMATIC SHOWING THE GENERAL LOCATION , EQUIPMENT TYPE AND LAYOUT , THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS . REFER TO MANUFACTURERS STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS . PROVIDE DUCTWORK , CONNECTIONS , OFFSETS , ACCESSORIES AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM . SUBMIT 5140P DRAWINGS PER THE SPECIFICATIONS . ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY INCLUDING APPLICABLE SECTIONS OF NFPA , OSHA , BOCA AND UBC OR ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL . PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK AND OBTAIN ALL INSPECTIONS REQUIRED BY CODE . OPPOSED BLADE DAMPER CEILING R ROOFIN FLEX DUCTM,4X. 6' - FLEX DUCT SIZE SHALL MATCH NECK SIZE 05 D IFFUSE /DUCT CONNECTIONS SCALE: NO SCALE COUNTERFLASHIN CANT STRI N RA 1 - 1 CEILING DIFFUSER COLLAR NOT SUPPLY DUCT 04 ROOFTOP EQUIRMENT CURS DETAIL SCALE: NO SCALE s HAND DAMPER DRAW BAND WITH SILICONE SEALER ROOFTOP UNIT - SEE SPECS SPONGE RUBBER GASKET HEAVY -GAUGE STEEL CURB TO MATCH UNIT - SLOPE BASE OF CURB TO MATCH ROOF SLOPE INSULATION wool) NAILER ADDITIONAL SUPPORT FOR EDGE OF ROOF DECK OR UNIT AS REQUIRED ONE LAYER I -I/2" THIGK FIREMASTER BLANKET FOR I HOUR FIRE RATING BAND I NO - 304 SS 3/4 "1/1 X .015" THICK MIN. 3" MIN. LONGITUDINAL OVERLAP AT BLANKET JOINT 3" MIN. PERIMETER OVERLAP AT BLANKET JOINT HOOD EXHAUST DUCT 02 GREASE DUCT DETAIL SCALE: NO SCALE I -1/2" 10 -1/2" 21 "TYP NOTE: IrIRAP GREASE DUCT CONTINUOUS AS SHOWN FOR ENTIRE LENGTH FROM KITGHEN HOOD GONNEGTION TO EXHAUST FAN ON ROOF. BAND INS R.EOU 1 R.EMENTS: USE 304 STAINLESS STEEL FOR I HOUR RATING WRAP SUPPORT HANGER SYSTEM 1NDEPENDENTLY WITH SAME THICKNESS FOR EXTERNAL FIRE THREAT GOND ITIONS. AIR AIR I -1/2" 10 --1/2" ( -: 2' -0 L R IK ROOFTOP PACAG ED . 1VAC UNIT DETAIL 03 SCALE: NO SCALE A X 3 A :.EF2.: . . SCALE: 1/4° =1' -0' 14' -1° EFI NOTES: * ALL DIMENSIONS MUST BE FIELD VERIFIED. * ALL EQUIPMENT CLEARANCES REQUIRED BY THE MANUFACTURER AND MODEL CODES MUST BE MAENTAfNED. 05 EQUIPMENT AREA DIMENSION FLAN I �•+ I r 100 .Ir ■NI 111f111N11II. 4,0 � D D R AI p Y E I pl . Rp GAP " NI S U PP 3 G ppR T of ��R �o I ��P @ f -15°°51 MIN. 36" CLEAR AREA REQUIRED ON EACH SIDE (TYPICAL) \ ADJACENT TENANT EQUIPMENT AREA - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 — — — LANDLORDS EQUIPMENT ENCLOSURE M - C:NANICA NOTS E SMOL 0 10 it 12 NEW RTU W /GAS 1-EAT AND ASSOCIATED ROOF CURB TO BE PROVIDED AND INSTALLED BY THE TENANTS MECHANICAL CONTRACTOR IN LANDLORDS DESIGNATED ROOF MOUNTED EQUIPMENT AREA_ ROUTE SUPPLY AND RETURN AIR DUCT BELOW ROOF TO TENANTS SPACE AS INDICATED. ALL ROUTING MUST BE VERIFIED IN FIELD_ SEE EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE DUCT MOUNTED SMOKE DETECTOR FOR AUTO FAN SHUT DOWN WHEN ACTIVATED_ NEW EXHAUST FAN EF -I AND EF -2 AND ASSOCIATED CURB TO BE PROVIDED BY THE OWNER AND INSTALLED BY THE MECHNNICAL CONTRACTOR IN LANDLORDS DESIGNATED ROOF MOUNTED EQUIPMENT AREA- SEE DRAWING SHEET M2.0 FOR ADDITIONAL INFORMATION. PROVIDE NEW 22/14 EXHAUST DUCT FROM 1-1O0D TO NEW EF -1 ON ROOF. DUCT IS SIZED TO PROVIDE MIN. 1500 FPM UPBLAST DISCHARGE VELOCITY. 22x14 =308 5Q/IN /144 -2.13 SQ. FT. - 322S CFM /2.13= 1510 FPM. CONTRACTOR SHALL ROUTE DUCT BELOW ROOF FROM FAN LOCATION TO TENANTS SPACE. INSTALL. DUCT AT 1/4' PER FOOT FALL. PROVIDE ACCESS DOORS AT EACH CHANGE OF DIRECTION _SEE DUCT WRAF' DETAIL ON THIS SHEET_ PROVIDE NEW I2XI2 EXHAUST DUCT FROM HOOD TO NEW EF -2 ON ROOF_ DUCT IS SIZED TO PROVIDE MIN. 1600 FPM UPBLAST DISCHARGE VELOCITY. 12x12 =144 SQ /IN /144=15a FT. - 1600 CFM /1= 1600 FPM_ CONTRACTOR SHALL ROUTE DUCT BELOW ROOF FROM FAN LOCATION TO TENANTS SPACE. INSTALL DUCT AT 1/4' PER FOOT FALL_ PROVIDE ACCESS DOORS AT EACH CHANGE OF DIRECTION _SEE DUCT WRAP DETAIL ON THIS SHEET.SEE DUCT WRAP DETAIL ON THIS Sl -IEET_ NEW TYPE 1 EXHAUST HOOD PROVIDED SY OWNER AND INSTALLED BY THE MECHANICAL CONTRACTOR_ SEE HOOD AND FAN DETAIL DRAWINGS 141 AND 142 FOR ADDITIONAL INFORMATION. S 1 x24° SUPPLY -MAKE UP AIR RISER UP FROM HOOD PROVIDING SO1 CFM . MECHANICAL CONTRACTOR MUST PROVIDE GALVANIZED STEEL TRANSITION FROM SUPPLY RISER TO I4° ROUND TRANSITION AS INDICATED. EXTEND SUPPLY BRANCH UP TO SUPPLY AIR MAIN AS INDICATED_ DO NOT USE FLEX DUCT_ PROVIDE VOLUME CONTROL DAMPER AT CONNECTION OF EACH BRANCH TO SUPPLY AIR MAIN. 4'x10' SUPPLY -MAKE UP AIR RISER UP FROM HOOD PROVIDING 335 CFM _ MECHANICAL CONTRACTOR MUST PROVIDE GALVANIZED STEEL TRANSITION FROM SUPPLY RISER TO 10° ROUND TRANSITION A5 INDICATED. EXTEND SUPPLY BRANCH UP TO SUPPLY AIR MAIN AS INDICATED. DO NOT USE FLEX DUCT_ PROVIDE VOLUME CONTROL DAMPER AT CONNECTION OF EACH BRANCH TO SUPPLY AIR MAIN. 4 1 x10' SUPPLY -MAKE UP AIR RISER UP FROM I-400D PROVIDING 262 CFM . MECHANICAL CONTRACTOR MUST PROVIDE GALVANIZED STEEL TRANSITION FROM SUPPLY RISER TO 10' ROUND TRANSITION AS INDICATED. EXTEND SUPPLY BRANCH UP TO SUPPLY AIR MAIN AS INDICATED. DO NOT USE FLEX DUCT_ PROVIDE VOLUME CONTROL DAMPER AT CONNECTION OF EACH BRANCH TO SUPPLY AIR MAIN. S 1 x24° SUPPLY -MAKE UP AIR RISER UP FROM HOOD PROVIDING 640 CFM . MECHANICAL CONTRACTOR MUST PROVIDE GALVANIZED STEEL TRANSITION FROM SUPPLY RISER TO 14° ROUND TRANSITION AS INDICATED_ EXTEND SUPPLY BRANCH UP TO SUPPLY AIR MAIN AS INDICATED. DO NOT USE FLEX DUCT. PROVIDE VOLUME CONTROL DAMPER AT CONNECTION OF EACH BRANCH TO SUPPLY AIR MAIN. 20'x20° SUPPLY AIR DROP FROM UNIT ABOVE. TRANSITION HORIZONTAL AS INDfCATED_ROUTE DUCT BELOW ROOF FROM FAN TO TENANTS SPACE AS INDICATED. NEW MAKE UP AIR PANE/FURNACE MUA -1 AND ASSOCIATED CURB TO 15E PROVIDED BY THE OWNER AND INSTALLED BY THE CONTRACTOR IN LANDLORDS DESIGNATED ROOF MOUNTED EQUIPMENT AREA. SEE DRAWING SHEETS -11 AND 142 FOR ADDITIONAL INFORMATION. PROVIDE HONEYWELL T1350 PROGRAMMABLE T'STAT WITH NIGHT SETBACK FEATURE AND LOCKING COVER MOUNT AT 45' AFF S°d0 CONDITIONED SUPPLY AIR TO MAKE UP AIR PLENUM AT WOOD. 200 CFM. - - -- aMmEm • 12/12 1 1 1 1 1 1 ........... 12/12 01 MECI— I4NICAL FLAN 12/12 SCALE: 1/.4".1'-0' 12/12 08 JAN 16 2008 P�1 iiu,� I UiNTER MACH 4N f CAL PL 4N SC E L n d N co <<<9 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 0 = 0 0 JOB NUMBER .21 SHEET NUMBER 0 0 F 0 z cn 0 Z co = 0 cc U J Q'g m4a ° n :0 w w 0 0 LJ- 0 w F (/) W N) 0 w U DATE OF ORIGINAL ISSUE 24 SEPTMIBER 2001 z 0 w 0 PRELIMINARY DWGS. FOR L.L. APPROVAL LL COMMENTS L I G T F f X T U S C ---- -- F ID D L E TYPE DESCRIPTION MOUNTING LAMPS °A' 2X4 TROFFER WITH ACRYLIC LENS METALUX *2G- 232419- 120V_ -E5S1 (ALTERNATE: LIT-IONIA #2GT- 232419 -1/4- 120 -GES) RECESSED 2 -F32T8 I I � v 6' ARPERTURE RECESSED DOWN LIGHT. (1) 26W DTT_ I20V_ PROVIDE WITH LOW IRON SAFTEY GLASS LENSES. N . RECESSED e 26W ID TT ' C ' ../\-----"----"\. _ -,�i ../ ME LIGHT . 12 . CUSTOM MADE FIXTURE COORDINATE WITH ARCHITECTURAL DRAWINGS FOR NUMBER OF BOXES TO BE INSTALLED. SURFACE (6)F20 RSTP 'D' PICTURE BOARD LIGHT 120V CUSTOM MADE FIXTURE COORDINATE WITH ARCHITECTURAL DRAWINGS FOR NUMBER OF BOXES TO BE INSTALLED. SURFACE (6.F2 RSTP 'E' SLENDER LIGHT SL24F COMPACT FLUORESCENT WITH BUILT IN ELECTRONIC BALLAST_ FIXTURE USES * 6L24 -CW- 'ULB COOL WHITE 20 WATT LAMPS RECESSED 20W 'X' LITHONIA, LHQMSW1RN LED EXIT SIGN/EMERGENCY, COMBO UNIT. WITH BATTERY BACK -UP. SURFACE INCLUDED 120V CONTROL CIRCUIT FROM CONTACTS AT CAPTIVE AIR HOOD /ANSUL CONTROL PANEL. SEE EXHAUST SYSTEM DETAIL DRAWINGS HI AND H2 FOR ADD ITIONAL INFORMAT ION. NO SCALE 12 z Z H1 H3 • H5 0 H`7 t H9 —ID- 1411 - H13 1 1415 -0— 1-IIl • A15 • A2 ' • AS • LANDLORDS EQUIPMENT ENCLOSURE CONTACTOR LC -1 RA CONTACTOR LC -2 120V_ COIL 120V 60 AMP 6 POLE ELECTRICALLY HELD CONTACTOR W/ 120V COIL. ALL CONTACTS TO BE NORMALLY CLOSED. GRIDDLE 1 GRIDDLE 2 GRIDDLE 3 60 AMP 6 POLE ELECTRICALLY HELD } CONTACTOR W/ 120V COIL. ALL CONTACTS TO BE NORMALLY CLOSED. RICE WARMER * SA REFRIGERATED BASE * I1A HOOD L IGHTS 03 ELECTfRICAL_ AUTO 51-- ILITDOWN CONT4CTOIR DETAIL 1 LJ 1 4S0V/3P1-4 1 4S0V/3F 1 I 1 1 I 1 I I I 1 .. I 1 I I I 1 POLDER FLAN 1 01 SCALE: 1/4' = I' = (d' Z CIRCUIT EMERGENCY/EXIT LIGHTING ON UNSWITCHED LEG OF LOCAL LIGHT CIRCUIT. A5 1-4 14,16,18 A13 02 L Ia-IT INCA FLAN SCALE= 1/4' = 1' =0' TRAY RAIL LIGHTING SEE DETAIL 1 /AD1 AND 2 /AD1 FOR EXACT LOCATION N OTES ' SYM5OL. PROVIDE JUNCTION BOX WITH ASSOCIATED 120V ,IP /20 AMP CIRCUIT FOR MENU BOX AND PICTURE BOARD LIGI -IT BOXES. SEE ARCHITECTURAL DETAILS FOR EXACT MOUNTING REQUIREMENTS. SEE LIGHT FIXTURE SCHEDULE TYPES 'C' AND FIXTURE. 12 AP/30 AMP NON FUSED NEMA 3R DISCONNECT ON ROOF FOR REMOTE FREEZER AND COOLER CONDENSING UNITS. VERIFY LOCATION_ 12 ,1P/30 AMP NEMA 3R DISCONNECT AT FREEZER AND COOLER EVAPORATOR BLOWERS JUNCTION BOX AND ASSOCIATED 120V ,1P/20 AMP CIRCUIT FOR FREEZER/COOLER LIGHTS AND DOOR HEATER VERIFY LOCATION AND CONNECTION REQUIREMENTS. 480V ,3P/20 AMP DISCONNECT ON ROOF AT EF -1 AND EF -2. SEE EXHAUST FAN SCHEDULE FOR AND CONTROL BOX WIRING DIAGRAM ON DRAWING SHEET 142 ADDITIONAL INFORMATION_ • 480V 3P/20 AMP DISCONNECT ON ROOF AT MUA -1. SEE EXHAUST FAN SCHEDULE FOR AND CONTROL BOX WIRING DIAGRAM ON DRAWING SHEET 142 ADDITIONAL INFORMATION. 1 PROVIDE JUNCTION BOX AND ASSOCIATED 120V ,IP /20 AMP CIRCUIT FOR ANSUL SYSTEM CONNECTION. CONTRACTOR MUST VERIFY INTERLOCK REQUIREMENTS FOR ANSUL AND EXHAUST SYSTEMS. p8 PROVIDE JUNCTION BOX AND ASSOCIATED 120v ,IP /2 AMP CIRCUIT FOR HOOD LIGHTS_ VERIFY MOUNTING REQUIREMENTS. c 30 KVA TRANSFORMER SUSPENDED FROM STRUCTURE ABOVE. SEE ELECTRICAL SERVICE RISER FOR ADDITIONAL INFORMATION. VERIFY LOCATION AND MOUNTING REQUIREMENTS_ 10 4S0V ,3P/20 AMP DISCONNECT AND ASSOCIATED CIRCUIT FOR WATER HEATER CONNECTION_ VERIFY MOUNTING I-IEIGI-IT. I1 ELECTRICAL PANELS 'A' AND 'H' . SEE ELECTRICAL SERVICE RISER AND PANEL SCHEDULE FOR ADDITIONAL INFORMATION. 12 PROVIDE JUNCTION BOX AND ASSOCIATED 120V ,1P/2 AMP CIRCUIT FOR SIGNAGE. VERIFY LOCATION . CIRCUIT THROUGH TIME CLOCK el 120V ,1P/20 AMP GFI RECEPTACLE IN WP ENCLOSURE FOR HVAC - MA INTANENCE. 621 4S0V 3P/30 AMP NEMA 3R NON FUSED DISCONNECT ON ROOF AT RTU_ VERIFY ▪ LOCATION. SEE ELECTRICAL RISER DIAGRAM FOR ADDITIONAL INFORMATION. rigl PROVIDE JUNCTION BOX FOR CONNECTION OF TYPE 'A' TRAY RAIL LIGHTING_ SEE - ARCHITECTURAL DETAILS FOR EXACT LOCATION_ C l PROVIDE JUNCTION BOX WITH ASSOCIATED 120v ,IP /20 AMP CIRCUIT FOR JAPANESE SCREEN LIGHTING SEE ARCHITECTURAL DE TAILS FOR EXACT MOUNTING REQUIREMENTS. i JUNCTION BOX AND 4S0V 3P/20 AMP CIRCUIT FOR EXHAUST FAN CONTROL PANEL. SEE WIRING DIAGRAM ON DRAWING SHEET 142. NOTE: KITCHEN FIRE SUPRESSION SYSTEM MUST BE CONNECTED TO LANDLORDS MAIN FIRE ALARM BY LANDLORDS APPROVED FIRE ALARM CONTRACTOR AT TENANTS EXPENSE. NOTE: FRONT SERvERY LIGHTS AND MAIN SIGN MUST SE CIRCUITED THROUGH TIME CLOCK SET TO LANDLORDS SCHEDULE. Do8i. Dig =#„d_R PLANS A rt JAN 16 2008 p;t a CENTER n Co N rn CO Co M Co 0 Cl<K1<<2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS L) .F ct)' c JOB NUMBER 111 SHEET NUMBER 1 N 0 0 N 00 O 0 O7 m ti Cr co . w > 00 z CO Cssl U a.. 1 Co w� z � O rO 0 �` I w a I 0 00 (D DATE OF ORIGINAL ISSUE 24 SEPTMSER 2007 z 0 FAN DUI I S C l! D U L= A IO KAIG NOTES: DESCRIP ITEM NO. - 1Od TRIP 4MP5 TOTAL WATTS A BC TOTAL WATTS TRIP AMPS a DESCRIPTION ITEM NO. NOTES: SOFT DRINK DISPENSER 19A 1 20 600 1 3 8 1 9 11 3 15 l�l 19 21 23 28 21 29 31 33 38 31 39 41 Ili 2 4 6 5 10 12 14 16 15 20 22 24 26 28 30 32 34 36 38 40 42 4426. 20 3 SPACE HACK t 1 0 CASH REGI5TER 10 i 20 280 660 20 1 MEAT SLICER 25 ,s DRINK CARBONATOR 30 1 20 1500 1440 20 1 PASS THROUGH REFRIGERATOR 18 _ w�� GRIDDLE CKT 2 1F COLD PAN 14 1 20 600 1200 20 1 COOLER/LIGHTS /HEATER VEGETABLE CUTTER 21 1 20 480 1200 20 1 EVAPORATOR FANS 11UI5 MEAT MIXER 29 1 20 1632 1800 20 1 FREEZER CONDENSER 1'1 ' '' ., , 0 ANSUL /HOOD LIGHTS �B 1 2ID 1200 1800 20 1 COOLER CONDENSER 18 3 HOOD CONTROL PANEL II • RICE WARMER SA 1 20 1000 485 20 1 LIGHTS 4000 2100 1 �� i HOT FOOD WELL 65 30 1�a00 SPACE 4000 2100 2 U , WATER HEATER 22B 3 20 v v v 1 1500 1420 20 1 LIGHTS 1 1 2IDIDID L ICE MACHINE 205 1 20 1000 1200 20 1 SIGN 2IDID0 II SPACE MANAGER STATION 84 1 20 250 VOLTS 217 /450 TOTAL '5' 33201 TOTAL "C' 32645 SPACE ELECTRICAL LOAD ANALYSIS LIGHTING /SIGNAGE AT 125 % = 5298 KVA FANS AT 128% = 1.81 KVA THERMOSTATICALLY CONTROLLED KITCHEN EQUIPMENT AT 65% = 3859 KVA MISC. EQUIPMENT AT 100 % = 8.49 KVA WATER HEATER AT100 %= 6.00 KW HVAC e 100% 13.21 KW TOTAL LOAD= 50.59 KVA ( 9"f AMPS) SPACE SPACE L REFRIGERATED BASE 11,4 1 20 1200 120 20 1 RECEPTACLE SPARE 1 20 SPACE m , r SPARE 1 20 SPACE SPARE 1 20 510 20 I LIGHTS is SPARE 1 20 SPACE SPARE 1 20 SPACE SPACE SPACE SPACE SPACE TOTAL 'A' 5320 100 AMP MAIN CIRCUIT BREAKER MAIN TOTAL '5' 5615 VOLTS 120/205V 3 PHASE TOTAL 'C' 8122 TOTAL SEE LOAD ANALYSIS BELOW 05 — DENOTES KITCHEN EQUIPMENT ITEM NUMBER TRANSFORMER LOAD ANALYSIS 1- — DENOTES CIRCUITS WITH LOCK -ON DEVICES LIGHTING /SIGNAGE AT 128 %. 5.95 KVA THERMOSTATICALLY CONTROLLED KITCHEN EQUIPMENT AT 65% _ 1.10 KVA MISC. EQUIPMENT AT 100 % = 8.49 KVA TOTAL LOAD= 22.11 KVA (62 AMPS) PANEL S C H DUI H IOKAIG NOTES: DESCRIPTION ITEM NO. 10c! TRIP AMPS TOTAL WATTS A 5 C TOTAL WATTS TRIP AMPS T I O ci DESGRII�TID ITEM NO. NOTES: GRIDDLE CKT I IF 3 30 6000 1 3 5 1 9 11 13 15 1!I 19 21 23 Ili 2 4 6 8 10 12 14 16 IS 20 22 24 4426. 20 3 RTU HACK t 1 1 6000 4426 � I 6000 4426 _ w�� GRIDDLE CKT 2 1F 3 30 6 5320 45 3 TRANSFORMER 'A" 6000 865 6000 S122 ' '' ., GRIDDLE 3 15 3 25 4000 2100 20 3 HOOD CONTROL PANEL • 4000 2100 1 t 1 ..44.9 ��� 4000 2100 WATER HEATER 22B 3 20 2000 SPACE 1 1 1 2IDIDID SPACE 2IDID0 SPACE TOTAL 'A" 32546 MAIN 200 AMP MAIN LUGS ONLY VOLTS 217 /450 TOTAL '5' 33201 TOTAL "C' 32645 TOTAL 956 ELECTRICAL LOAD ANALYSIS LIGHTING /SIGNAGE AT 125 % = 5298 KVA FANS AT 128% = 1.81 KVA THERMOSTATICALLY CONTROLLED KITCHEN EQUIPMENT AT 65% = 3859 KVA MISC. EQUIPMENT AT 100 % = 8.49 KVA WATER HEATER AT100 %= 6.00 KW HVAC e 100% 13.21 KW TOTAL LOAD= 50.59 KVA ( 9"f AMPS) NOTE: CONDUIT AND CONDUCTORS FROM LANDLORD PROVIDED DISCONNECT IN LANDLORDS ELECTRICAL ROOM TO LANDLORD PROVIDED DISCONNECT IN TENANTS SPACE 15 BY LANDLORD_ NEW 271/480V 200 AMP METER AND SASE. LANDLORD PROVIDED 480V ,3F' 200 AMP FUSED SERVICE DISCONNECT IN LANDLORDS ELECTRICAL ROOM_ (1) # 6 CU GROUND TO BUILDING GROUNDING SYSTEM .VERIFY REQUIREMENT. LANDLORDS ELECTRICAL ROOM a to NO SCALE TENANTS SPACE TENANTS CONTRACTOR SHALL PROVIDE (3) #3/0 CU T1 -Il1JN (1) 0 4 CU GROUND (1) 2' CONDUIT LANDLORDS SHALL — PROVIDE (3) #3/0 CU THI.UN (1) 0 4 CU GROUND (1) 2' CONDUIT LANDLORD PROVIDED 450V 3P 200 AMP FUSED SERVICE DISCONNECT IN TENANTS SPACE FUSED AT 200 AMPS_ (1) # 4 CU GROUND TO BUILDING GROUNDING SYSTEM .VERIFY REQUIREMENT. 3P/45 (3) #6 CU THWN (1) #6 CU GROUND (1) 1° CONDUIT 480V, 3F/30 AMP NEMA 3 NON FUSED DISCONNECT AT ROOF MOUNTED MAKE UP AIR FAN MUA -1 (3) #10 CU THUN (1) #10 CU GROUND (1) 3/4' CONDUIT (3) #10 CU THWN (1) 4 10 CU GROUND (1) 3/4' CONDUIT PANEL "1-1 3F/20 MOOD CONTROL PANEL MU41 30 KVA XEMR NEW 2 , 3 PHASE PANEL 'H' WITH 200 AMP MAIN LUGS ONLY. SEE PANEL SCHEDULE FOR ADDITIONAL INFORMATION_ EF1 J PANEL'A° 400V, 3P/30 AMP NEMA 3R _ NON FUSED DISCONNECT AT ROOF MOUNTED EXHAUST FAN EF -1 AND EF -2 480V, 3F/30 AMP NEMA 3R NON FUSED DISCONNECT AT ROOF MOUNTED HVAC UNIT RTU -1_ EF1 J (1) # 6 CU GROUND TO SUILDING GROUNDING SYSTEM .VERIFY REQUIREMENT_ 1 RTU J TIMECLOCK PROVIDE (4) #I CU THWN AND (1) 6 CU GROUND IN 1 -1/2' CONDUIT_ (3) *10 CU THWN (I) #12 CU GROUND (I) 3/4' CONDUIT NEW 120/208V , 3 PHASE PANEL 'A' WITH 100 AMP MAIN CIRCUIT BREAKER SEE PANEL SCHEDULE FOR ADDITIONAL INFORMATION_ Deob-o(Li : ` , JAN 16 2008 PSI Ali s ULN rER ZLECTR CAL D T4 LS 4 \D PANT L SCH DU,LB n r'V CO <KKI<C12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANQES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS 0 JOB NUMBER .21 SHEET NUMBER 2 DATE OF ORIGINAL ISSUE 24 SEPTMSER 2007 c0 CO co 0 2 PRELIMINARY DWGS. FOR L.L. APPROVAL LL COMMENTS EMAIL: sjdesign@sarkujapon.cam E UI_'MENT SCREDUILE FUNCTION DESCRIPTION APPROVED MANUFACTURERS: J.R. SMITH, WADE, AND ZURN FLOOR DRAIN: (FD) ZURN Z-610 , CAST IRON AREA DRAIN WITH 12 °x12' CAST IRON LOOSE SLOTTED GRATE . PROVIDE TRAP PRIMER CONNECTION . PROVIDE 2' NO HUB OUTLET . FLOOR SINK: (FS) ZURN Z -1910 FLOOR SINK WITH 2° NO HUB OUTLET _ CAST IRON BODY AND SLOTTED MEDIUM DUTY CRATE _ PROVIDE 1/2' TRAP PRIMER CONNECTION . FUNNEL FLOOR DRAIN: (HD) ZURN Z -415 CAST IRON FLOOR DRAIN WITH 2' BOTTOM OUTLET AND 1/2' TRAP PRIMER CONNECTION . PROVIDE TYPE °E' STRAINER . NO HOB OUTLET _ WALL CLEANOUT: (WCO) JOSAM NO. 5811D020 SERIES, CAST IRON CAULKING FERRULE WITH BRASS RAISED I-IEAD PLUG, POLISHED NICKALOY OR STAINLESS STEEL COVERPLATE, SECURED WITH SCREW. SPIGOT CONNECTION SIZE AS INDICATED ON PLANS. CLEANOUT: (C O) (FCO) JO5AM NO. 56000 -22 SERIES, "LEVELEZE°, COATED CAST IRON BODY WITH BRONZE PLUG, ADJUSTABLE HOUSING, SATIN NICKALOY TOP, AND INSIDE CAULK CONNECTION. SIZE AS INDICATED ON PLANS. FLOOR CLEANOUTS OCCURRING IN TILED AREAS TO HAVE SQUARE COVERS_ SHOCK ABSORBER: (SA) JOSAM NO. 15000 SERIES ABSORBOTRON II WITH STAINLESS STEEL SHELL, HYDRO - PNEUMATIC CUSHION, ELASTOMER BELLOWS, STAINLESS STEEL ADAPTOR AND MALE THREADED PLUG. SIZE AS REQUIRED. TRAP PRIMER: (TP) JOSAM NO_ SS250 -10 SERIES ALL BRONZE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER GASKETED ACCESS COVER, AND CHROME PLATED_ MATER HEATER 50 GALLON TANK CAPACITY -(2) 6 KW NON SIMULTANEOUS ELEMENTS - 480V 3 PHASE 25 GPH RECOVERY WITH 100 DEGREES° F TEMPERATURE RISE WATER HEATER TO BE A.O. SMITH DEL -50 OR EQUAL TO MEET ALL LOCAL CODE REQUIREMENTS CONTRACTOR TO INCLUDE ALL PARTS AND ACCESSORIES REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE WATER HEATER INCLUDING ALL SAFETY DEVICES REQUIRED BY CODE CONTRACTOR TO SUBMIT CUT SHEETS AND SPECIFICATIONS FOR APPROVAL BEFORE PROCEEDING WM-I THE PURCHASE AND INSTALLATION OF THE WATER HEATER INCLUDING THE DRAIN PAN, GAGES AND SUPPORTS ING SFLL CIF !CATION THE WORK INCLUDES INSTALLATION OF THE PLUMBING SYSTEM AND PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM_ THE WORK ALSO INCLUDES ROUGH-IN AND FINAL CONNECTIONS TO FOOD SERVICE EQUIPMENT AND BEVERAGE DISPENSING EQUIPMENT FURNISHED BY OTHERS, HOOK -UPS, PERMITS AND ALL OTHER EXPENSES RELATED TO A COMPLETE AND FUNCTIONING PLUMBING SYSTEM ARE PART OF THIS SECTION, THE INTENT OF THE DRAWINGS 15 TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING NE GENERAL LOCATION, TYPE, FIXTURES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. REFER TO MANUFACTURER'S STANDARD ROUGH -IN DRAWINGS FOR PLUMBING FIXTURE INSTALLATION REQUIREMENTS. COMPLY WITH ALL APPLICABLE ADA INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PIPING SYSTEMS - GENERAL: ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED A5 REQUIRED TO FACILITATE EXPANSION AND CONTR.ACTIONL ALL PIPING SHALL BE CONCEALED EXCEPT IN UNFINISHED SPACES_ INSTALL AS REQUIRED TO MEET ALL CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK SUCH AS DUCTS AND ELECTRICAL CONDUIT. AT ALL CONNECTIONS BETWEEN FERROUS PIPING AND NONFERROUS PIPING, PROVIDE AN ISOLATING DIALECTIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING A5 INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. SEWER AND WASTE PIPING: SANITARY DRAINAGE PIPING ABOVE FLOOR 51-IALL BE HUBLESS CAST -IRON PIPE, FITTINGS AND CONNECTIONS_ SANITARY DRAINAGE PIPING BELOW GRADE 51-1ALL BE SERVICE- WEIGHT HUB AND SPIGOT TYPE CAST -IRON WITH NEOPRENE GASKET JOINTS. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4' PER FOOT UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE A COMPLETE PENT RISER SYSTEM OF STANDARD WEIGHT CAST IRON NO -HUB, OR TYPE DWV PLASTIC AS APPLICABLE. NE VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WITH APPROPRIATE FLASHING, CONTRACTOR'S ALTERNATE: WHEN PERMITTED BY OWNER AND LOCAL CODE ONLY, SUBMIT ALTERNATE COST TO THE OWNER FOR A COMPLETE SYSTEM OF PVC FOR SEWER/WASTE AND VENT PIPING_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NEW 2' NATURAL GAS SERVICE PIPING ON ROOF FROM LANDLORDS METER SANK 551 CFH. TOTAL DEVELOPED LENGTH FROM METER TO TENANTS SPACE 15 150' -0'. METER I5 INSTALLED ON ROOF WITH REMOTE READOUT_ CONTRACTOR IS TO COORDINATE REQUIREMENTS WITH LOCAL UTILITY AND LANDLORDS FIELD REPRESENTATIVE. LANDLORDS EQUIPMENT ENCLOSURE 1' GAS ON ROOF TO RTU_ 125 CF1-4. 1 -1/4' GAS ON ROOF TO MAKE UP AIR UNIT FURNACE_ 205 CFH. WATER DISTRIBUTION PIPING: LAYOUT WATER PIPING 50 THAT THE ENTIRE SYSTEM CAN BE DRAINED. HOT AND COLD WATER PIPING SHALL BE 1/2' MIN_ TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. PROVIDE MIN. 16' HIGH FULL AIR CHAMBER AT EACH FIXTURE STOP. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN - ANTIMONY SOLDER, 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION. INSULATE ALL HOT AND COW WATER PIPING_ PROVIDE 1/2' PREFORMED FIBERGLASS, ASJ -V13, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C -541, OR PROVIDE WHERE PERMITTED BY LOCAL CODES, 1/2' SELF - ADHESIVE UNICELLULAR FOAM PIPE INSULATION WITH PRE- FORMED PVC FITTING COVERS - EQUAL TO SELF - ADHESIVE ARMSTRONG 2000 WITH K FACTOR OF 021 AT 15 DEGREES MEAN TEMPERATURE. INSULATE ANY EXPOSED CONDENSATE PIPING WITH WASTE TEMPERATURES BELOW 60 DEGREES F. 51-IUTOFF VALVES, WITH UNIONS SHALL BE PROVIDED FOR SERVICE TO EACH PLUMBING FIXTURE, FOOD SERVICE EQUIPMENT ITEM OR OTHER EQUIPMENT ITEM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT. VALVES SHALL BE EQUAL TO JENKINS #902 -T BALL VALVE, CHROME - FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 W. W.O .G., SOLDER END. SAS P I P I NS : PROVIDE EITHER THREADED STEEL OR MALLEABLE IRON PIPE WITH MALLEABLE F I TTI NSS OR WELDED STEEL PROVIDE ALL UNIONS, SHUT -OFF VALVES, AND DIRT LEO S REQUIRED BY NFPA -54 AND SOVERNINS LOCAL GODES AND AT EACH SAS APPLIANCE GONNEGTION. PROVIDE ALL TESTS, METERS, INSPECTIONS, HANSERS AND EQUIPMENT CONNECT ONS REQUIRED FOR A COMPLETE AND OPERATINS SYSTEM. INSTALLATION: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE_ PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT_ SET FIXTURES LEVEL AND IN PROPER ALIGNMENT_ INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES_ INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL, FOR SANITARY JOINT, AND OMIT ESCUTCHEON. REPAIR EXISTING PLUMBING SYSTEM COMPONENTS DAMAGED BY CONSTRUCTION OPERATIONS AND RESTORE TO ORIGINAL CONDITIONS_ TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE, FOR FOUR (4) HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP 15 DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED. ALL WATER LINES ARE TO BE INSULATED. 1 1 • • 1/2' 1-1W4CW DOWN TO MOP SINK — PROVIDE 3/4' HW FROM AND 3/4' CUJ TO NEW WATER HEATER 1/2' I -4W4CW 3 COMPARTMENT SINK 1/2' HW , SCW VEG. SINK 1/2' 1/2° 1-IW4CW DOWN TO NEW ,eNDSINK PROVIDE 3/5' STZK AT WALL. I 1 0 ~ e � � . � _ I 3/4 L��_ 714 I -1/4' _ 1 -1/4' _ I- _I Miami //Jt =1E1•1 Z� SCALE: 1/4' = 1' -0' cf., 0_, 'K-I 1/2' GW DOWN TO WATER FILTER AT ICE MACHINE. O O 8 1111 1 ■ 01 JJ4T R AND GAS SERVICE PIPING PLAN 3/4' DOMESTIC WATER STUB IN FROM LANDLORDS WATER MAIN. VERIFY LOCATION. CONTRACTOR SHALL PROVIDE BALL VALVE FOR WATER SHUT OFF AND WATER METER WITH REMOTE READOUT AT EYE LEVEL CONTRACTOR MUST VERIFY EXACT LOCATION OF SERVICE ENTRY AND COORDINATE WITH LANDLORD. 1/2' CW DOWN TO WATER FILTER AT CARBONATOR PROVIDE RPZ SFP AT CONNECTION. 1/4' GAS DOWN FROM ABOVE TO COOK-LINE BELOW. 221 CFH. PROVIDE SOLENOID VALVE AHEAD OF APPLIANCES FOR AUTO GAS SHUT OFF. INTERLOCK WITH ANSUL SYSTEM. RICE COOKER -35 CFH STOCK POT RANGE -S1 CFH FRYER -105 CFH 1/2' 1 -4W4CW DOWN TO NEW HANDSINK PROVIDE 3 /S° STOP AT WALL_ A 2' VENT BELOW FLOOR _TAKE VENT OFF OF TOP OF WASTE PIPE AT NO LESS THAN 45 DEGRESS FOR NO LESS THAN 6° PRIOR TO HORIZONTAL TRANSITION_ ROUTE CONDENSATE WASTE FROM COOLER/FREEZER AND RTU TO /INTO HUB DRAIN APPROXIMATE POINT OF CONNECTION TO EXISTING 4' GREASE WASTE STUB IN. VERIFY LOCATION. �V \ !3 lG 2 , \lir hi I ROUTE WASTE FROM ICE MACHINE TO FLOOR SINK 2 1 1 1 1 /.14 wI�! 2'V SCALE: 1/4' = 1' -0' 3 "GW FCO 0 ICE MAGI -TINE NAND SINK Fs HAND SINK .. 02 WASTE AND VENT PIPING FLAN 2'v O O O A O Ir - il�v -a; I ` - - - - -- .0_ EXTEND NEW 2' VENT TO LANDLORDS VENT STUB IN OR THROUGH ROOF AS DIRECTED_ VERIFY LOCATION. ROUTE WASTE FROM DRINK DISPENSER TO FLOOR SINK ROUTE WASTE FROM 1-10T FOOD WELL TO FLOOR SINK 6" PVC SLEEVE FROM DRINK SYRUP RACK TO DRINK D ISPENSER. RECD.-, g \ E 1� JAN 16 2008 PE l eiuii 1 CENTER U N. N co m <KI<<<lis CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Lic2. two c 9 JOB NUMBER 7,21 SHEET NUMBER f w z w U D O cn a w (n w rn GV ce X PLANS OF ORIGINAL ISSUE 24 SEPTMEZR 2007 U) z 0 a a WASTE /VENT RISER DIAGRAM NOTES 1. ALL WASTE AND VENT PIPING TO BE SERVICE WEIGHT CAST IRON . NO HUB FITTINGS ARE ACCEPTABLE ABOVE GROUND . SCHEDULE 40 GALVANIZED STEEL OR DWV COPPER MAY BE USED FOR PIPING LESS THAN 1 -1/2' 2. ALL WASTE AND VENT PIPING MATERIALS USED INCLUDING FITTINGS AND ACCESSORIES AND THEIR INSTALLATION SHALL MEET ALL LOCAL CODE REQUIREMENTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL HANGER SUPPORTS AND ACCESSORIES REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE PLUMBING SYSTEM AS REQUIRED BY CODE. 4. ALL FLOOR DRAINS, FLOOR, SINKS, AND HUB DRAINS TO BE FURNISHED WITH METAL GRATES. 5. ALL HUS DRAINS TO BE FURNISHED WITH FUNNEL FITTINGS_ 6. EACH INDIRECT WASTE LINE TO BE RUN SEPARATELY FROM THE EQUIPMENT OUTLET CONNECTION TO THE CORRESPONDING HUB DRAIN OR FLOOR SINK - 1_ PROVIDE HANGERS AND SUPPORTS FOR INDIRECT WASTE LINES. S_ PROVIDE AIR GAP AT INDIRECT WASTE DISCHARGE AS REQUIRED BY CODE. SECURE DISCHARGE LINE AS REQUIRED. 9_ THE CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING FIELD CONDITIONS AND ALL THE OTHER TRADES INVOLVED. lID_ THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING WASTE LINE AND INVERT FOR NEW CONNECTIONS AT THE JOB SITE 11. ALL WASTE AND VENT LINES AND THEIR INSTALLATION SHALL BE TESTED, INSPECTED AND APPROVED BEFORE BEING COVERED AND CONCEALED AS REQUIRED BY CODE. 12, ALL FIXTURE TRAPS AND FITTINGS AND THEIR INSTALLATION SHALL MEET ALL LOCAL CODE REQUIREMENTS. 13, DO NOT SCALE DIMENSIONS FROM THE RISER DIAGRAM_ 14. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE NECESSARY FITTINGS FOR THE CONNECTION OF THE NEW PLUMBING SYSTEM TO THE EXISTING PLUMBING SYSTEM. 15. THE CONTRACTOR 51-IALL REFER TO ALL FIXTURE AND EQUIPMENT INSTALLATION REQUIREMENTS AND INSTRUCTIONS AND SHALL FURNISH AND INSTALL ALL HARDWARE, PATS AND ACCESSORIES REQUIRED FOR THEIR PROPER INSTALLATION AND OPERATION AS REQUIRED BY CODE. 16_ GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL. ROOF CEILING NEW 2° NATURAL GAS SERVICE PIPING ON ROOF FROM LANDLORDS METER BANK 2' GAS PIPING WILL SERVE THE REQUIRED 5S CFH FOR A DISTANCE 150' -0" FROM THE METER LOCATION TO TENANTS SPACE_ IMPORTANT NOTE: AUTOMATIC SHUTOFF IS REQUIRED FOR ALL GAS COOKING EQUIPMENT . SOLINOID VALVE TO BE PROVIDED IN TENANTS GAS MAIN . PLUMBING CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO INSURE ALL REQUIREMENTS ARE MET . 04 GAS 4FFL I4NCF CONNECTION NO SCALE 03 GAS RISF1R DIAGRAM NO SCALE EXHAUST HOOD FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY FSEC AND INSTALLED BY PLUMBING CONTRACTOR KITCHEN EQUIPMENT WELDED FITTING/PIPE IN CEILING SPACE ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT ACTUAL CONDITIONS_ ATTACH RISER AND HEADER TO WALL. WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT SA RECOMMENDED BY MANUFACTURER PROVIDE WELDED FITTINGS /JOINTS IN ANY CONCEALED, UNSLEAVED LOCATION. GAS PIPE HEADER BEHIND COOKING EQUIPMENT, SIZE AS SHOWN ON PLANS. PROVIDE QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED FOR EQUIPMENT BEING SERVED_ COORDINATE INSTALLATION I- EIGHT OF GAS PIPE HEADER WITH EQUIPMENT AND HOOD PLENUM PRIOR TO ROUGH-IN. E co MUA -1 205 MBH RTU -1 125 MSH tr MANUAL GAS VALVE DO NOT INSTALL VALVES IN CEILING SPACES. GAS SHUT -OFF VALVE, PROVIDED BY H00D VENDOR, INSTALLED BY C. INTERCONNECT TO HOOD FIRE SUPPRESSION SYSTEM SY FPC. 0- --GAG HEADER LUBRICATED FLUB VALVE (TYPICAL) 6° LONG DIRT LEG (TYPICAL) QUICK CONNECT FITTING (TYPICAL) RESTRAINING CABLE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR HOT WATER RISER NOTES 1. ALL HOT AND COLD WATER PIPING TO BE NEW UP TO THE CONNECTION TO THE EXISTING COLD WATER MAIN LINE. (INCREASE SIZE OF EXISTING TAKE -OFF CONNECTION, IF NECESSARY.) 2. ALL 1-40T AND COLD WATER PIPING CONDENSATE DRAINS AND RELIEF PIPING TO BE TYPE'L' HARD DRAWN COFFER WITH WROUGHT COPPER FITTINGS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL HANGER SUPPORTS AND ACCESSORIES REQUIRED FOR THE PROPER INSTALLATION AND OPERATION OF THE PLUMBING SYSTEM AS REQUIRED BY CODE_ 4. THE CONTRACTOR SHALL FURNISH AND INSTALL SHUT -OFF VALVES AT ALL HOT AND COLD WATER CONNECTIONS. 5_ THE CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING FIELD CONDITIONS AND ALL THE OTHER TRADES INVOLVED_ 6. ALL THE HOT AND COLD WATER LINES AND THEIR INSTALLATION SHALL COMPLY WITH LOCAL CODE REQUIREMENTS. - 1_ ALL H0T AND COLD WATER LINES AND THEIR INSTALLATION SHALL BE TESTED, INSPECTED AND APPROVED BEFORE BEING COVERED AND CONCEALED AS REQUIRED. S. DO NOT SCALE DIMENSIONS FROM THE RISER DIAGRAM. S_ THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE NECESSARY FITTINGS FOR THE CONNECTION OF THE NEW EQUIPMENT AND FIXTURES INCLUDING VACUUM BREAKERS AND SACK FLOW PRESENTERS AS REQUIRED BY CODE. 10. THE CONTRACTOR 51-IALL PROVIDE ALL PIPING CONNECTIONS AND FITTINGS REQUIRED FOR TI-4E CONNECTION OF THE HOT AND COLD WATER SUPPLY TO THE EQUIPMENT AND FIXTURES. } 2 NO SCALE g l4P 2:r } N ■ 01 JJ4STE AND VENT PIPING RISER DIAGRAM 02 NO SCALE 21 Ca hp Sl I S4t ATFIR SERVICz fl5Ef DIAGRAM 5 I1 ES , k� I'°Gp i ' C � 1/21 Of 12 0 tl� l�� vA,GT r0 T 1- rr �l1 � 1 . Gip � L pG 17 4A E JAN 16 2008 �1= 131bs1 LNTEr N. o dam' M Cr) tN 0 0 <1.<<<<Isi CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS ecs JOB NUMBER 7,21 SHEET NUMBER CY w w 0 0 0 w LL w 2 r w z N)w L— 0 w cn 0 < r7 CL U7 CO DATE OF ORIGINAL ISSUE 24 SEPTMISER 2001 LLI