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Permit D08-193 - WESTFIELD SOUTHCENTER MALL - DAPHNE'S GREEK CAFE - TENANT IMPROVEMENT
DAPHNE'S GREEK CAFE 2600 SOUTHCENTER MALL FC -7 D08 -193 Design Occupant Load: 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 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 -193 Occupant /Tenant: DAPHNE'S GREEK CAFE Building Address: 2600 SOUTHCENTER MALL, SUITE NO. FC -7 Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RESTAURANT Occupancy Group /Division: A3 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 4 azie- �c DATE - THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2600 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: DAPHNE'S GREEK CAFE Address: 2600 SOUTHCENTER MALL FC -7 , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: RYAN WATKINS Address: 6125 CORNERSTONE CT #100 , SAN DIEGO CA 92121 Phone: 858 - 784 -0811 Contractor: Name: WESTERN CONSTRUCTION SERVS INC Address: 4612 NE MINNEHAHA , VANCOVER WA 98661 Phone: 360 - 699 -5317 Contractor License No: WESTECS 162R8 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR FOOD COURT RESTAURANT IN NEW MALL SPACE Value of Construction: $90,000.00 Fees Collected: $2,323.05 Type of Fire Protection: SPRINIC,ERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 doc: IBC -10/06 Cit,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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -193 Issue Date: 05/27/2008 Permit Expires On: 11/23/2008 Expiration Date: 09/16/2009 D08 -193 Printed: 05-27 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: doc: IBC -10/06 0 City St 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 0 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N / b Date: 6 Permit Number: D08 -193 Issue Date: 05/27/2008 Permit Expires On: 11/23/2008 1451 I hereby certify that I have read and ex tut ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wi hether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature. / Date: $ 42 7 /0 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 -193 Printed: 05-27 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDPI'IONS * ** 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 2600 SOUTHCENTER MALL TUKW DAPHNE'S GREEK CAFE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -193 ISSUED 04/17/2008 05/27/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: 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. 12: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated in the approved construction documents. 13: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. D08 -193 Printed: 05-27 -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 14: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 16: Manufacturers installation instructions shall be available on the job site at the time of inspection. 17: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 18: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: 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. 22: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: 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) 27: 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) 28: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available doc: Cond -10/06 D08 -193 Printed: 05-27 -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 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) 29: 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) 30: 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) 31: 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) 32: 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) 33: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 34: 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) 35: 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) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 37: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 38: 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 sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 39: 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. 40: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 41: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: 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. doc: Cond -10/06 D08 -193 Printed: 05-27 -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 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -193 Printed: 05-27 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 Print Name: GI Act- We"- -- 0 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: 5i„L1 /c)g D08 -193 Printed: 05-27 -2008 CITY OF TUKWILA Community Development Department Public Works. Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Address:2400 Fe ..cs diLceo ,,j Tenant Name: 1)4 k S Property Owners Name: F: 1: H pr: L Mailing Address: 24(94' Fe -7- Stow two W /dal/ E -Mail Address: r'w& P ')%S Q ca ?k' s 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 ** Contact Person: E -Mail Address: Contractor Registration Number: Company Name: (o odds .4/ /Ko /5arl Arcft:ffc Mailing Address: WI /y. Fitage E -Mail Address: Company Name: Lae) k •p _• yri c k. 4 . Mailing Address: /0 coo /1/'E g' S/ . 50: Ac rro Applications\Fomts- Applications On Line '3 -20tt6 - Permit Application.doc Revised: 9 -2006 hh King Co Assessor's Tax No.: (0S to l) " O� L 0 Suite Number: , C 7 Floor: Z **IL...- City New Tenant: ( Yes ❑..No State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Vya K iA1‘.' k r. 5 Mailing Address: 012 S caitiffs 4 DA.C. Ci ' /Oc Sr,, )3 c o G A 9212 City State Zip Fax Number: l_5 - 7.641' 491 :2 S Day Telephone: V - 77 "f Ora a GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 l,.•� Mailing Address: City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record veoIz Ity State Zip Contact Person: Day Telephone: ST? • 6 '55 — C Fax Number: 1 117 - 35' • 5 9 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record T IIPro<. City State Zip W,4 frooy -lcs( r, State Zip Contact Person: ,(it j G s pe 7'4'` y /y►S Day Telephone: rQ S - 44$ - 2/0 E -Mail Address: Fax Number: / {.ZC - ( 2 ow Page I of 6 BUYLiDING PERl\IIT INFORMATION = .206 - 431 -3G Will there be new rack storage? ❑ Yes Valuation of Project (contractor's bid price): $ . h m n— / Existing Building Valuation: $ Scope of Work (please provide detailed information): Teo c. 7 /pre1 *6.:(5 AN- tvee-kk. Cvi,.r - f Sy. c, i n 44,.4 N�►4 I I S htw 'em, i L . o CL :t 4 4: C'rt gf. No If yes, a separate permit and plan submittal will be required. ' Provide All Building'Areas: in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage 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: ApplicationslFomts- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing interior Remodel . -':• Addition to 's: Existing Structure •, 6 :. ' ; : • New 4 i "I°Type of 4 Construction per . '.IBC.. ,,. >Type of: Occupancy per ABC -11 Floor•-'} - - , . 1 : x ♦ , • .4. _.. t: .. . ,2°a Floor. :. <,. • 's a •- :'t . 3 q 0 DI a dais M 3"d.Floor:' , ., ,: •Floors' :ti '.,;:. thru' .; 'V'':.:':; - Basement Ac Stiuctui .ri - L 'Attached Garage'' `k `i Detached Garage` .`' .` pro`,. .. ;.? ?Attached Carport , c " .':'4 Detached Carport •'Covered Deck'" ' Uncoyered Deck : BUYLiDING PERl\IIT INFORMATION = .206 - 431 -3G Will there be new rack storage? ❑ Yes Valuation of Project (contractor's bid price): $ . h m n— / Existing Building Valuation: $ Scope of Work (please provide detailed information): Teo c. 7 /pre1 *6.:(5 AN- tvee-kk. Cvi,.r - f Sy. c, i n 44,.4 N�►4 I I S htw 'em, i L . o CL :t 4 4: C'rt gf. No If yes, a separate permit and plan submittal will be required. ' Provide All Building'Areas: in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage 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: ApplicationslFomts- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS 'PERMIT INFORMATION 206 -433 - t 017 . 9 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ .- .Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... ValVue 0... 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" a 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 ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention cubic yards cubic yards Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ OA Applications Ou Line0-2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ .. Renton ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilling_ Name: Mailing Address: • Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 1 Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment ' Air Handling Unit <10,000 CFM I Incinerator — Comm/Ind MECHANI PERMIT ;INFORMATION ':206 -431 36,70 • aJ?y� ^�.TF'/ ! - -tJ • ; -N •:: -, MECHANICAL CONTRACTOR INFORMATION - 1 Company Name: bA Mailing Address: City State Zip Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ... Replacement .... ❑ Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 12, oe Scope of Work (please provide detailed information): tvn 54.11 o n . u . L,.; ca ( Sys 1.4. Co.. ✓ 4 Sec ti. W►a(( 5..' t)c e+n • Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q :\Applications\ FomwApplications On Linel3 -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 Clothes washer, domestic Floor drain 7, Sinks 43 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain ' Lavatory �j/ �J Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment I Repair or alteration of drainage or vent piping I Medical gas piping system serving one to five inlets /outlets for specific gas Contact Person: E -Mail Address: Contractor Registration Number: Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Q:Wpplications\Fomrs- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS ,PIPING PERMIT INFORMATION"—=/064431=3670 • .:tt�• >.+ .�'. i .. • -z•� f ,t�. �[ �. w. �.:n . cfi 'C y�t'I.S"'�.' 1 . PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ SS Dee? Valuation of Gas Piping work (contractor's bid price): $ S O(J' t Scope of Work (please provide detailed information): I. 0. f .. I1 •w% k- Ai Sys L.... �..��.. Co ,4 5p at G.4 M4 I' s So 4 2�rpa4,,0: r�v► Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Sewer: Page 5 of 6 PERMIT APPLICATION NOTES Applicable to all permits in this application { ;' :r �,.' tv t '•t. 1 µi "' t C + 46 Y • I'll - ' t ? - Yr r,v �i h'- !�`: } a 9 ��.'S..{ , �e�v... k �1: id. s �,�'- .c - ilm ? ti... . - a 1 'f • . � 2',.: L,L.c` Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ON R OR AU ORIZED AGENT: Signature: Print Name: " Rya?' a Ala el Mailing Address: 33 ew Ma ll Tom;l ee° 3 Q:CApplicationsiFo n s- Applications On Line 3.2006 - Permit Application.doc Revised, 9 -2006 bh Date: 7 / / /de Day Telephone: GU- 2/4 -6/3 `"(t,ku,'t.(4 W 'Win' City State Zip Date Application Accepted: J-1-1 Date Application Expires: (,v-(7 -o d - Staff Initials: ad( I Page 6 of 6 RECEIPT NO: R08 -01804 Initials: WER User ID: 1655 Payee: WESTERN CONSTRUCTION SERVICES INC. SET ID: 0527 SET TRANSACTIONS: Set Member Amount 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 420.21Q123.5, 1, 532 .28 EL08 -425 688.00 M08 -108 155.10 PG08 -121 745.90 TOTAL: 3,121.28 TRANSACTION LIST: Type Method Description Payment ACCOUNT ITEM LIST: Description Check 8832 BUILDING - NONRES ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: SET NAME: DAPHNE'S Account Code Current Pmts 000/322.100 1,167.78 000.322.101.00.0 328.00 000.345.832.00.0 360.00 000.322.103.00.0 113.90 000.322.102.00.0 155.10 000/345.830 720.00 000.322.103.00.0 272.00 000/386.904 4.50 TOTAL: 3,121.28 Payment Date: 05/27/2008 Total Payment: 3,121.28 Amount 3,121.28 3,121.28 2874 05/27 9710 TOTAL 312128 Receipt No.: R08 -01224 Initials: WER User ID: 1655 Payee: FILI ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description doc: Receiot -06 Payment Check 38000 19.22 BUILDING - 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 Account Code Current Pmts Parcel No.: 6364200010 Permit Number: D08 -193 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/17/2008 Applicant: DAPHNE'S GREEK CAFE Issue Date: 000/322.100 19.22 Total: $19.22 S Payment Amount: $19.22 Payment Date: 04/17/2008 03:25 PM Balance: $1,172.28 1288 04/17 9711 TOTAL 999.03 Printed: 04 -17 -2008 Parcel No.: 6364200010 Permit Number: D08 -193 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/17/2008 Applicant: DAPHNE'S GREEK CAFE Issue Date: Receipt No.: R08 -01220 Initials: WER User ID: 1655 Payee: FILI ENTERPRISES City of Tukwila doc: Receiot -06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 38000 771.55 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 771.55 Total: $771.55 • Payment Amount: $771.55 Payment Date: 04/17/2008 03:18 PM Balance: $1,191.50 1288 04/17 9711 TOTAL 999.03 Printed: 04 -17 -2008 Project: D �AA e 5 4 Type of Inspection: / Address: / 260D Cc 7 Date Called: Special Instructions: Date Wanted: / 7 O a� a.m. P.m- Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION I' - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 X Approved per applicable codes. Corrections required prior to approval. COMMENTS: p,,Ml'*co4//Jc ',fa / Inspector: a4B Date: El $58.0 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: L au Project: r 1 2 f 40 1 .1 5 Type of Inspection: 1 . vi o r Address: 200 FG -7 Date Called: d Special Instructions: Date Wanted: 7- i+ 7 , O� a Requester: Phone No: LI 13 Pr- /E3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,� e OE 51 -c /5" 6 'rfr Inspector: 1 te 7. 1 7,. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project,^1 /4?`1��,,s I�Q�F,� spe rm / ��iii9{/ Address: c9_6 ,n4 /( Date Called: .. Special Instructions: Date ted: ,-_. � _, - Dd a� .m�p , Le Requester: Phone No: / 7 c INSPECTION RECORD Retain a copy with permit MS--/s3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. Date: Inspector: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e COMMENTS: QIC Receipt No.: IDate: Project: � o �-, frA 4 e .S Type of Inspection: (.j + Celli � ! K (,��° 1 AddressG O /,d' Date Called: l Special Instructions: Date Wanted: // / . p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit Si- INSPE ION NO. �� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. DE Corrections required prior to approval. COMMENTS: 7 ""edvi c'o p'ree , e //1C Di�J�,,0 e �� _ 4 5/61, /� c/,ps 'Date: , // / /4 / / 17 $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: F- ;r a? ob °. . .v. ° ".. ii'S: - fn -., *:c• "(x, _ E ':`Gi.r • Proj r ,C i9P///v ' &( C. Type of Inspection: S? f5, N 7 a/1 AS Address: , - aOo i / 1 / 9 / / Date Called: --N Special Instructions: Date Wanted: J a.m`` Requester: Phone Nn: O , e - - 7 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: K •55 { �wl.',.�•i/ 1.-e 4. «il arrie;,r tib/2 Inspector: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project) W 5, �� Cdt Type of Inspection: Address: c,2‘60 / Date Called: Special Instructions: +� _3l Date Wanted: Kev _/6-- ' rnt' Requester: Phone No: — mo d/ 7 3' Z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / c -fOre #-ye. d! `r S4 - 4 ft/ , ij 1 Date /aa J $60. ' f1'.° EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Prod �-t;� _ •. 9 6 CG OZ.. p f ctio . i/? /A/ Address;, ,74// Date Called: Special Instructions: Date Vy�int� / / ^ r „ a Requester: P .� e o: / di 245 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 'Approved per applicable codes. Corrections required prior to approval. Inspector: 6 (mo Date: c ((, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ,D,i/fe5' /1 Typeg�lnspection: Address: l t5Avi.9 // Date Called: SpeciaZl I nstructions: Date W nted il Requester: P hone a , c'J 753? INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 n Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: etoi e 1.4.efii it. I ccp./:61 /a,/ 9d!dp/'a' -Ai cam; In ;k1bedi c-A, Inspector: t/ er, 60. EINSPECTION / F C f EE e R Date: //;4614; ❑ $ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: r • r r , Project: � 4 e_ Type of Ins � Address: 6 00 Date Called: Special ns tructions: Date Wanted : / 5 . 0 y a.m p.m. Requester: Phone No: 360 GD/ 7932 0(g-193 INSPECTION RECORD Retain a copy with permit INSPECFION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 73/ 1.,416 o Date: c/5.04 c / Receipt No.: !Date: D $60. ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr t: A pp i�4 �� ( � Type of.4es ection: r-- p. I N.IG Address: . )m i1 Date Called: pS eciai Instructions: _P' Date Wanted: p Q m. c_._ , .m. Requester: Cl O —(41- J d..-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ba -f 2 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ili P 7 W 5 t. Inspector: b litp Date: J $58.00 ° I FEE REQUIRED. Prior to inspection. fee must be paid at •300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: 4 l ' igillA!'.t.eleakta Pro ect: Sprinklers: Type of Inspection: Address: D. C.ae Sc. "14 1 c Suite #: rc— S Contact Person: Fay 1c 04 A-1, Special Instructions: / Monitor: Phone No.: .- bro -- y 3, -OaYZI Needs Shift Inspection: `( Sprinklers: Are Alarm: A- Hood & Duct: r Monitor: (�- a Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT O•P -1 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: M ec J i ri „4 1 Ok- • 1 - ti Inspector: • 7 J • Date: /f- ay Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspecction Record Forrn.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 1 s Type of Inspection: SP A Address: 9,4 s , c . m L, k Suite #: ...cc -7 Contact Person: . Special Instructions: • Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: r • is +,x+91,1 i0e .— . - �r IikiA s4,641 44,-4 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 42.- 5 — a.s r› , it- /43 PERMIT NUMBERS ! ` 444 Andover Park East, Tukwila Wa. 98188 206- 575 -4407 ..Approved per applicable es. n Corrections required prior to approval. COMMENTS: c tlor ©k .. Inspector: X Date: -7 / g c n. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project VAPh { Type of Inspectio : Hood & Duct: Address: Suite #: , • - Con Person: • Special Instructions: .. i r C' f Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ' 1+s%.fff� INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT - 3i3 1)9*8 - 143 PERMIT NUMBERS .444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: Inspector: i tx-i/ • Date: � /6 bg Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc - 1/13/06 T.F.D. Form F.P. 113 Project: DA-eki0e, `S 6k C.,A�'t. Type of Inspection: .04 j. ,j Address: a G co s .L . ,v1,4 L L Suite #: p 7 Contact Person: — - 4 Special Instructions: Monitor: Phone No.: Pre -Fire: Needs Shift Inspection: Sprinklers: Fire Alarm: r Hood & Duct: tr• Monitor: Pre -Fire: Permits: Occupancy Type: • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ERMFf NUMBERS CITY OF TUKWILA FIRE DEPARTMENT - 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. n Corrections required pr to approval. COMMENTS: Inspector: V Date: 17/5- -g Hrs.: / • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form:Doc 1/13/06 T.F.D. Form F.P. 113 Project: - DA PLI-•4 s Gamett. Cfric Type Inspection: Address: /1000 c - / 1 - l ute #: Contact Person: 60602.4 -- W . Chet-t.... _ ,peciat Instructions: r Phone No.: Needs Shift Inspection:. Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ';.: 4 ;'' :+iY'7Ci•:.#,:.^,�..��3Srt!�o-f`s `.ti�' A 44v 3 -, ca oa :Ka; exe INSPECTION NUMBER . CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 —IL 08 S 2v5 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: - AI btu) - e .0144- 0 Fps c) O 11.45 c oer;p t ' WAtit € -ro P 2.97. Date: 6 t « Hrs.: 2 Inspector: eeu,wilik /50, 101 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206 - 296 -0163 TTY Relay: 711 www.kingcounty.gov/health May 15, 2008 Ryan Watkins Studio C 6125 Cornerstone Ct #100 San Diego, CA 92121 Dear Mr. Watkins: Public Health Seattle & King County P4 RE: PLANS AND SPECIFICATIONS FOR: Daphne's Greek Cafe at 2600 Southcenter Mall #FC -7, Tukwila, WA 98188 SR1158862 P/E 6703 (Risk 3) The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • Chain restaurants will require nutrition labels for their menu items. For general information, please refer to www.metrokc.qov /health /healthyeatinq/ and click on another link that says "Learn more about nutrition menu labeling in King County ". Specific questions may be sent to MLandTFakingcounty.gov or 206 - 205 -3349 (leave a voice message). Someone will get back with you. Your establishment has been assigned the following plan review service number (SR1158862). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. RECEIVED OITV OFTUKWILA MAY 11.5. 2008 SOS -193 4 Page 2 Ryan Watkins Daphne's Greek Cafe If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office DAB:dg enclosures • •1 cc: Tim Corcoran, Fili Enterprises, Inc. Ryan O'nan, Tenant Coordinator, Westfield Corporation P T E':s Retardants Inc.. d`I The Decision You Make May Save A Life! ���� 123 Columbia Court North • Suite 201 • Chaska, MN 55318 Copy 952 -448 -7377 o FAX:952 -448 Fire Retardant "HOT LINE" 1-800-91Mill it No. e -mall: 1nfo@fireretardants. om Visit Our Web Site at www.fireretardabtsibc.com rIf • .a -.4 BURN BARRIERTM © Class A Penetrating Wood Treatment � r' 7 1' FIRE RETARDANT Single Strength Ready To Use (DO NOT DILUTE) Flame- retards sawdust, wood, thatch and wood chips require undiluted BURN BARRIERTM W concentrate. BURN BARRIER WTM is also tested to be effective on natural foliage Si unfinished wood products. ASTM E -84 Class A 125 /SF /gallon of concentrate. BURN BARRIERTM W is not as effective on plastic or synthetic fibers as it is on natural fibers or blends. BURN BARRIERTM W will flame- retard all recommended items, but will not prevent char- ring. BURN BARRIERTM W is colorless, odorless and non - toxic, but is not recommended for inges- tion. It will usually not affect the look, feel or ventilation qualities of any material treated. A test application on a small sample must be made prior to treatment if color, texture and appearance is critical. BURN BARRIERTM W will not normally lose effectiveness from age or from wearing off, but will lose effectiveness after rain if used outdoors. Materials treated may withstand drycleaning. BURN BARRIERTM W will usually not affect the shade or color fastness of textile, paper or dyes, normally not effected by water. Testing for color- fastness should be beauty after it is treated. ASTM -E84 Tunnell Test Results: — Flame Spread — "25„ Complete Test Laboratory results and material safety data sheets (MSDS) are APP O — Fuel Contribution — "0" available upon request. — Smoke Density — "85" MAY 22 200U8 Above tests are equivalent to UL723, ANSI No. 2.5, NFPA No. 255 and UBC N7i. 42 -1. City Tukwila BUILDING DIVISION Meets and Exceeds NFPA Test No. 701. DIRECTIONS: Do not dilute, as BURN BARRIERTM W ready -to -use must be applied in full strength to be effective. Shake or stir well before using. BURN BARRIERTM W may be applied by spraying or dipping. When spraying, make sure that material is thoroughly soaked. When dipping, thoroughly soak material and then string out or allow to dry by hanging. BURN BARRIERTM W may be applied in any room as it is virtually colorless, odorless and harmless, although adequate ventilation is recommended. One (1) gallon covers approximately 2 coats at 125 sf /gal. CORRECTION LTR# © Fire Retardants Inc. All Rights Reserved. done to confirm that the wood will maintain it's color and i _ REVIEWED FOR )E COMPLIANCE RECEIVED MAY 12 2008 PERMIT CENTEFt n © Fire Retardants Inc. All Rights Reserved. Retardants Inc.. The Decision You Make May Save A Life! 123 Columbia Court North • Suite 201 • Chaska, MN 55318 952 -448 -7377 * FAX:952- 448 -2613 Fire Retardant "HOT LINE" 1- 800 - 913 -9385 e -mall: Info @flreretardants. com Visit Our Web Site at www.fireretardantsinc.com Notes: BURN BARRIERTM W 1. BURN BARRIERTM W effectiveness is continent upon the ability of the treated materials to absorb BURN BARRIERTM W. Neither BURN BARRIERTM W nor any other product known can make items "Fire Proof ". Fire retardants are designed to reduce or slow flammability and minimize smoke emission to meet certain test standards and building codes. Independent laboratory tests on many of our products indicate that after treatment with a fire retardant, the material to which it is applied is either self extinguishing after the flame source is removed, or does not ignite or support combustion or burns at a reduced rate within the test criteria, or many may char away to ash without ignition. Generally, the heavier BURN BARRIERTM W is applied, the more effective its fire resistance will be. Fire Retardants are not returnable because it may not be possible to assure the contents and effective ness of products after leaving the premises. If returns are allowed due to extenuating circumstances which are solely at the discretion of Fire Retardants Inc., a 50% restocking charge will apply to qualifying unopened packaging only. 3. Materials treated with BURN BARRIERTM W must be thoroughly dry to have maximum effectiveness. 4. BURN BARRIERTM W is not recommended for plastic fibers. 5. BURN BARRIERTM W is a water -based product. Do not use on items subject to damage or spotting by water. (Corrosive to metals) 6. BURN BARRIERTM W must be absorbed by material to be effective. Do not use on items which have been sealed or previously treated without proper consultation by a FRI representative. 7. BURN BARRIERTM W should be immediately wiped off such items as finished wood and metal. Do not store in metal container. 8. BURN BARRIERTM W should not be applied to the point of dripping. Once the wood has absorbed all it can, additional chemicals can remain on top of wood, resulting in a white residue on the surface. 9. Wood must be dry and clean before applying BURN BARRIERTM W. 10. Treated wood, if exposed to extreme heat, will result in the chemicals reacting to prevent ignition and therefore may cause wood to turn brown. 11. It is recommended that a "test sample" be made before treating an entire surface area. 12. If application of BURN BARRIERTM W is for wood, it is recommended at two (2) light coats equal 125 sf /gal., be used instead of one (1) heavy coat, allowing wood to dry between applications. 13. Do not use BURN BARRIERTM W on living foliage. (Christmas trees, plants wreaths, etc.) 14. BURN BARRIERTM W has many valuable uses, but it should not be used indiscriminately. 15. Information provided herein is based on tests believed to be reliable. Inasmuch as Fire Retardants Inc. has no control over the use or application to which others may put this material, Fire Retardants, Inc. makes NO guarantee or warranty and assumes no liability. Our products are sold on the condition that each user of the material's make their own evaluation to determine the material's suitability and flame retardatory for their own particular use and safety. IIE Y Re tardan ts Inc The Decicinn Ma ltake May Save .d Life! 1 23 Columbia Court North • Suite 201 • Chaska, MN 55-318 952- 448 -7377 • FAX:952- 448 -2613 Fire Retardant "HOT LINE" 1-800-913-9385 e -mail: info @fireretardantsinc.com Visit Our Web Site at www.fireretardantsinc.com ASTM E84 -03 SURFACE BURNING CHARACTERISTICS BURN BARRIER' Eli Report No. 16832 = 116097 October 16, 2003 Prepared For: Fire Retardants Inc, Inc 23 Columbia Court North, Suite 201 Chaska, MN 55318, U.S.A. Omega Point Laboratories Inc. 16015 Shady Falls Road Elmendorf, Texas 78112 -9784 (210) 635 -8100 www.opi.com SPECIALISTS IN FIRE RETARDANT PAINT, VARNISH, COATINGS, SOLUTIONS, AND FIRE STOP PRODUCTS FOR FABRIC, PAPER, WOOD, METAL, AND MANY OTHER SURFACES. Report No. 16832 - 116097 Fire Retardants Inc Test Material: BURN BARRIERTM' Ei I ABSTRACT Test Standard: ASTM E84 -03 Standard Test Method for SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS (ANSI 2.5, NFPA 255, UBC 8.1, UL 723) Test Date: October 16, 2003 Test Sponsor Fire Retardants Inc. Test Results: FLAME SPREAD INDEX = = 25 SMOKE DEVELOPED INDEX = 85 The description of the test procedure and specimen evaluated, as well as the observations and results obtained, contained herein are true and accurate within the limits of sound engineering practice. These results are valid only for the specimen(s) tested and may not represent the performance of other specimens from the same or other production lots. Omega Point Laboratories, Inc. authorizes the client named herein to reproduce this report only if reproduced in its entirety. The test specimen identification Is as provided by the client and Omega Point Laboratories accepts no responsibility for any inaccuracies therein. Guy A. Haby Manager, Tunnel & Furniture Testing Services Date: October 16. 2003 Omega Point Laboratories, Inc. 16015 Shady Falls Road Elmendorf, Texas 78112 -9784 (210) 635 -8100 www.opi.com Page ii of ii October 16, 2003 William E. Fitch, P.E. No. 55296 Executive Vice President Date: October 16. 2003 Report No. 16832 - 116097 Fire Retardants Inc I. INTRODUCTION This report describes the results of the ASTM E84 Standard Test Method for SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS (1), a method for determining the comparative surface burning behavior of building materials. This test is applicable to exposed surfaces, such as ceilings or walls, provided that the material or assembly of materials, by its own structural quality or the manner in which it Is tested and intended for use, is capable of support- ing Itself In position or being supported during the test period. The purpose of the method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame spread and smoke density developed are reported, however, there is not necessarily a relationship between these two measurements. "The use of supporting materials on the underside of the test specimen may lower the flame spread index from that which might be obtained if the specimen could be tested without such support... This method may not be appropriate for obtaining comparative surface burning behavior of some cellular plastic materials... Testing of materials that melt, drip, or delaminate to such a degree that the continuity of the flame front is destroyed, results in low flame spread indices that do not relate directly to indices obtained by testing materials that remain in place." ANSI 2.5 NFPA 255 UBC 8 -1 (42.1) UL 723 Page 1 of 6 October 16, 2003 This standard should be used to measure and describe the properties of materials, products, or assemblies In response to heat and flame under controlled laboratory conditions and should not be used to describe or appraise the lire hazard or fire risk of materials, products, or assemblies under actual fire conditions. However, results of this test may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a particular end use. (1 American Society for Testing and Materials (ASTM), Committee E -5 on Fire Standards Report No. 16832 - 116097 Fire Retardants Inc Page 2 of 6 October 16, 2003 II. PURPOSE The ASTM E84 (25 foot tunnel) test method is intended to compare the surface flame spread and smoke developed measurements to those obtained from tests of mineral fiber cement board and select grade red oak flooring. The test specimen surface (18 inches wide and 24 feet long) is exposed to a flaming fire exposure during the 10 minute test duration, while flame spread over its surface and density of the resulting smoke are measured and recorded. Test results are present- ed as the computed comparisons to the standard calibration materials. The furnace is considered under calibration when a 10 minute test of red oak decking will pass flame out the end of the tunnel in five minutes, 30 seconds, plus or minus 15 seconds. Mineral fiber cement board forms the zero point for both flame spread and smoke developed indexes, while the red oak flooring smoke developed index is set as 100. Ill. DESCRIPTION OF TEST SPECIMENS Specimen Identification: BURN BARRIER'' Date Received: 10/10/03 Date Prepared: March 23, 2001 Conditioning (73 °F & 50% R.H.): 937 days Specimen Width (in): 22.5 Specimen Length (ft): 24 Specimen Thickness: nominal 1 -in. Material Weight: N/A oz. /sq. yd. Total Specimen Weight: 90.90 -lbs. Adhesive or coating application rate: N/A Mounting Method: The specimen was self- supporting and was placed directly on the inner ledges of the tunnel. Specimen Description: The specimen was described by the client as "BURN BARRIERTM' U clear penetrating wood treatment ". The specimen consisted of a clear FR coating applied to (3) 22.5 - in.wide x 8 -ft. long x nominal 1 -in, thick Douglas Fir decks. The decks were constructed from (18) nominal 1 -in. x 4 -in. x 8 -ft. pieces of Douglas Fir lumber.The clear FR coating was sprayed onto the decks at 125 sq.ft. /gal. by OPL personnel. The coating was applied in two separate coats and allowed to cure for 24 hours prior to testing. Report No. 16832 - 116097 Fire Retardants Inc IV. TEST RESULTS The test results, computed on the basis of observed flame front advance and electronic smoke density measurements are presented in the following table. In recognition of possible variations and limitations of the test method, the results are computed to the nearest number divisible by five, as outlined in the test method. While no longer a part of this standard test method, the Fuel Contributed Value has been computed, and may be found on the computer printout sheet in the Appendix. Test Specimen Flame Spread Smoke Index Developed Index Mineral Fiber Cement Board Red Oak Flooring BURN BARRIERTM' 0 n/a Page 3 of 6 October 16, 2003 0 100 85 The data sheets are included in the Appendix. These sheets are actual print -outs of the computerized data system which monitors the ASTM E84 apparatus, and contain all calibration and specimen data needed to calculate the test results. V. OBSERVATIONS During the test the specimen was observed to behave in the following manner: Steady ignition began at 0:42 (min:sec). The test continued for the 10:00 duration. Upon completion of the test, the methane test burners were turned off and an afterflame continued to burn for 0:60+ (the specimen appeared to be self- extinguishing). After the test, the specimen was observed to be damaged in the following manner: The specimen was charred from 0 -ft. - 11 -ft. The specimen had a light black discoloration from 11 -ft. - 24 -ft. Report No. 16832- 116097 Fire Retardants Inc APPENDIX DATA SHEETS Page 4 of 6 October 16, 2003 Client: Date: Time: Test Number: Project Number: Operator Specimen ID: TEST RESULTS SPECIMEN DATA... CALIBRATION DATA... ASTM E84 DATA SHEETS FIRE RETARDANTS. INC. 10/16/03 10:28 AM 2 16832 - 116097 CH /EH BURN BARRIERTM ©, CLEAR PENETRATING WOOD TREATMENT. FLAMESPREAD INDEX: 25 SMOKE DEVELOPED INDEX: 85 Time to Ignition (sec): Time to Max FS (sec): Maximum FS (feet): Time to 980 °F (sec): Max Temperature ( °F): Time to Max Temperature (sec): Total Fuel Burned (cubic feet): FS* Time Area (ft` min): 49.4 Smoke Area ( %A *min): 86.2 Fuel Area ( °F'min): 5903.2 Fuel Contributed Value: 22 Unrounded FSI: 25.4 Time to Ignition of Last Red Oak (sec): Red Oak Smoke Area ( %A *min): Red Oak Fuel Area ( °F *min): Glass Fiber Board Fuel Area(°F *min): 42 539 6.5 Never Reached 687 587 41.34 50 103.57 8106 5282 i�. 100.0,X: ..._:.:...M --y ,....A -.> - -... _ --°----' .. L.,...... 18.0: :Y,4t ✓ 990.0 ':800. i 4 o m F r•• °r•:eJ . `60.03 , I� ' -:: 1 I.. -1 of !0. -fC ., o o.sc , '..61.110 40.0 -� -�--■ poxmoox• - .� *:0 1 30 0' ■ - �-�-- , �S3r'r 2:0' 20:0 < 10.0? v ♦ _. a { . 00 n�.. a Y • 0:5 .. � 1 r. .f ... _ _.. 0 25 30,.35 ?—.:,� - to 45 n S0 .•. 1'.J 55 " 6:0 .. r.• .65 � .70 75 y4 80 ,. .,ut ./ 185 ft 903 .. ... 9.5. ."'r '�,'trtst.`r F.® 2:Q , ia: _,.. d'.. { 40 - a ._. ..._:.:...M --y ,....A .. _.,._- - -... _ --°----' .. L.,...... 18.0: :Y,4t ✓ i 4 o m F r•• °r•:eJ , I� -:: 1 I.. -1 of !0. -fC ., o o.sc '..61.110 -� -�--■ poxmoox• - .� *:0 1 - �-�-- , �S3r'r 2:0' 0.0 . -. 00 ,... i0.5 r....... , . .1:0:1 -F•q `.'•1:: _ _.. 0 k. ...-.� 0 ";;3 7 — „ 5; 4. to •. 5;....5'.0 , ' ,.-... 5 ..., 5;a, 6:0 ° -- 6 5 3:0 3s5 ''..■8 0 8:5 . 90. 9:5: ;:10:1 2000 .0. ..._:.:...M --y ,....A .. _.,._- - -... _ --°----' .. L.,...... 1600:0 i 4 o m , t , 1200'6 000.0 -:: 1 I.. -1 of !0. -fC ., o o.sc -� -�--■ . - .� - �-�-- , ?.,`'re100 .0.5,?1 {0 ` .. .1.5.,2.0 2.5 ,.3A,..31 , 40 ` '4: 5 •'",15. 0 ' 45:5'• ,80 8: 8.5 9:07:9x5 -x10: FLAME SPREAD (ft) a 8 Qa. M.fi Smoke ( %A) Temperature ( °F) Time (min) STRUCTURAL CALCULATIONS SOUTH CENTER MALL DAPHNE'S GREEK CAFE JOB No. 0816 FILE COPY STRUCTURAL ENGINEERS APRIL 9, 2008 KITCHEN HOOD & ROOF MECHANICAL UNITS TUKWILA, WASHINGTON_ ._ REVIEWED FOR CODE COMPLIANCE AP ROVED MAY 2 2 2008 Of Tukwila 8 ILDING DIVISION CORRECTION 008-19 Cary Kopczynski & Company 10500 NE 8th Street, Suite 800 Bellevue, WA 98004 -4351 RECEIVED Phone: (425) 455 -2144 Fax: (425) 455 -2091 MAY 12 2008 www.ckcps.com PERMIT CENTER • ROOF HATCH REF ARCH lirk VLF (N) L5x3x3/8 I.I.Y MAKE -UP - AIR (TIM 1 N) L3x3x3/8 RACE. TIT (N)L5 x3x3 /8 (N)L5x3x3/8 ILL '') KITCHEN HOOD (8600 COMPRESSOR NIT ITS•) (N)L5x3x3/8 (LLY) AC -I (280 ElgetatiftekilaIM L CONTRACTOR TO FELD YERFY ALL EXISTMG FRAMS AND DIMENSIONS PRIOR TO FABRICATION OF ANY ME IDER 2. REFER TO 81.1 FOR ORAL i.„„f Fra,Ted "pia,. Size Nominal Capacity (Tons) *ARP Cooling Performance Heat Input (MBH) AFUE Standard Airflow (Cfm) Sound (db) Electrical Data Length (in.) Width (in.) Height (in.) Weight (Ibs) Btuh SEER 208/230 -1- 60 208/230 -3- 60 460 -3 -60 MCA MOCP MCA MOCP MCA MOCP 018040 1.5 18,000 10.0 40 79.9 600 75 13.9 20 -- - - - 48.3 32.7 35.0 249 024040 2.0 24,600 10.0 40 80.1 800 75 18.8 30 - - - - 48.3 32.7 35.0 280 024060 2.0 24,600 10.0 60 78.4 800 75 18.8 30 - - - - 48.3 32.7 35.0 280 030040 2.5 28,800 10.0 40 80.1 1000 75 20.8 30 13.2 20 - - 48.3 32.7 35.0 280 030060 2.5 28,800 10.0 60 78.4 1000 75 20.8 30 13.2 20 - - 48.3 32.7 35.0 280 036060 3.0 34,400 10.0 60 78.7 1200 80 24.1 35 18.8 25 10.1 15 48.3 32.7 35.0 314 036090 3.0 34,400 10.0 90 79.9 1200 80 24.1 35 18.8 25 10.1 15 48.3 32.7 35.0 314 042060 3.5 42,000 10.0 60 78.7 1400 80 27.5 45 18.8 25 9.5 15 48.3 44.2 39.0 355 042090 3.5 42,000 10.0. 90 79.9 1400 80 27.5 45 18.8 25 9.5 15 48.3 44.2 39.0 355 048090 4.0 46,500 10.0 90' 78.6 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 048115 4.0 46,500 10.0 115 81.1 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 048130 4.0 46,500 10.0 130 80.3 1600 80 37.0 60 22.3 35 11.3 15 48.3 44.2 39.0 415 060090 5.0 60,000 10.0 90 78.6 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 060115 5.0 60,000 10.0 115 81.1 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 060130 5.0 60,000 10.0 130 80.3 2000 80 43.9 60 31.1 45 14.7 20 48.3 44.2 39.0 450 48GS - Standard - Efficiency Packaged Air Conditioner Physical Data 48GS 3 -Phase Packaged Gas Heat/Electric Cool (1.5 -5 Tons) Carrier • 1irnm the Ex perta Back to Product Physical Data Page 1 of 1 *Rated in accordance with ARI Standards 210/240 -89 and 270 -84. Camar Cor of <Z aton 'I • 1 .ii! 1.. Legal Notice. Privacy Policy on Family . Stock Symbol: UTX . Copyright m 2006 . • httn: / /www. commercial .carrier.com /commercial/hvac /product physical data_printable /0,30... 4/1/2008 1 "x1"x1 /6" [NAG. STL. ANGLE BRACE TO ROOF STRUCTURE 2 OPPOSING BRACES 90' APART (TYP. (g. HOOD CORNERS) NON -COMUSTIBLE WALL PER PLAN 3" STAND-OFF 6 3/8 -0 F- 7 -2" 1 /2 1' -0 A5 L - 'I STAND-OFF 6" IT- - - Ir -- --- ft - - 11 I I I I 18 GA. S EXHAU T HOOD I I II OVERHANG •• •••• •••• Z (E) ROOF 13' -2" CAPTIVE AIRE 4524ND -PSP -F (729 Ibs) • r EXHAUST DUCT COLLAR (TYP.) EXHAUST HOOD PENN 6" OVERHANG ELEVATION e HOOD (TYP.) EXHAUSTER PER PLAN - ELECTRICAL CONTRACTOR TO PROVIDE ELECT. INTERLOCK W/ MAKE -UP AIR FAN HINGED BASE W/ CHAIN FOR CLEANING GREASE TROUGH CLEAN -OUT @ ALL DUCT FFSETS 12" x 24" x 16GA WELDED EXHAUST DUCT W/ 3M '15A' DUCTWRAP (1 HR. RATING) - ICCES #21-61 THRD. ROD HOOD SUPPORT TO ROOF STRUCT. - SEE HOOD PLAN FOR SUPPORT MNTG. LOCATIONS L LINE OF NON - COMBUSTIBLE SUSPENDED CEILING -- HANGING ANGLE QUANTITY & SPACING PER MANUFACTURER VAPOR -PROOF 200 WATT CLEAR INCANDESCENT LIGHT FIXTURES CAPTIVE AIRE PSP FRONT SUPPLY AIR PLENUM ACCESSORY SUPPLY AIR PLENUM RISER (TYP.) 3 Fan Submittal Page 1 of 1 .4 a loseawlarn Imam 90Fir Commercial Kitchen Ventitaliort NCA16FA 161.98 lbs Belt Drive Centrifugal Upblast Exhaust Fan with 18.75" wheel Motor Model 001580S1BA0F56 -40PP • 1.5 HP • 1 Phs 115/208 -230 V • 20.4/10.2 -10.2 FLA • 60 Hz • ODP (Open Drip Proof) Performance Volume: 3620 cfm RPM: 1195.1 TS: 5866 ft/min SP: 1" w.g. BHP: 1.1724 33.75 20/18/16 2 12 24 2 4 26 W1 ROOF OPENING 7 L 39.375 30.26 deg PITCHED CURBS ARE AVAILABLE 24 EXAMPLE: 7:12 PITCH = 30.26 deg. SLOPE Construction Features Housing constructed of heavy gauge aluminum • Centrifugal backward inclined, non - overloading wheel built out of 3003 -H14 aluminum • Weatherproof safety disconnect switch • Grease spout welded to housing • Vibration isolators • Adjustable pitch drive assemblies • Adjustable motor mount • Ball bearing motors • Forces fresh air through motor to ensure long motor life • Corrosion resistant fasteners • Thermal overload protection • High heat operation (300 °F) • Rated for restaurant and general ventilation applications • Grease classification tested GREASE DRAIN FOR RESTAURANT39 APPLICATIONS ,r- DUCTWORK TO FAN CURB \-3 in FLASHING { All dimensions nominal and in inches. Rated for restaurant and general ventilation applications. Curb for restaurant applications to be 20" high and vented. Do not use backdraft damper or birdscreen on kitchen applications. Page 1 of 2 23.5 httn . / /www.cantiveai re _com /cataloe/FanSubmittal .asp ?nJobfansid= 0 &nFanunitid= 1197 &n... 4/1/2008 Part # Width Nominal Height Dim A Dim B Dim C 3224ND -PSP -F 32" 24" 6" 2" 12.5" 3324ND -PSP -F 33" 24" 7.5" 2" 12.5" 3624ND -PSP -F 36" 24" 10.5" 2" 12.5" 3924ND -PSP -F 39" 24" 10.5" 2" 12.5" 3930ND -PSP -F 39" 30" 5" 2" 6.5" 4024ND -PSP -F 40" 24" 10.5" 2" 15.5" 4030ND -PSP -F 40" 30" 5" 2" 6.5" 4124ND -PSP -F 41" 24" 10.5" 2" 15.5" 4130ND -PSP -F 41" 30" 5" 2" 6.5" 4224ND -PSP -F 42" 24" 10.5" 2" 15.5" 4230ND -PSP -F 42" . 30" 5" 2" 6.5" 4324ND -PSP -F 43" 24" 11" 2" 15.5" 4424ND- PSP -F 44" 24" 10.5" 2" 15.5" 4524ND -PSP -F 45" 24" 10.5" 2" 15.5" 4530ND -PSP -F 45" 30" 5" 2" 6.5" Hood Hanging Angle/Light Locations Hood Hanging Angle & Light Locations DIM C -1 11 I5 5" 2.0" L ._ 5.0" Select a hood model... ND -PSP -F - Wall w/ PSP MUA Plenum(s) The drawing below represents the basic hood type you selected. Its purpose is to illustrate the location of hanging angles and Lights. The diagram is not drawn to scale. l" it r DIM B 5.0" L Clici Hem ® f Datml FROM HmD Hoods over 12' long have additional hanging angles: DIM A - 511 • For centered riser(s), two additional pairs of hanging angles are added. Their location varies based on the location and quantity of risers on the hood. • For non - centered or field cut risers, one extra pair of angles is located on the centerline of the hood. This is a general rule of thumb that may not work for some riser configurations. • Depending on hood model, hanging angles are placed between 2.25" and 5" from the end of the hood. This does not include a standoff or utility cabinet that may be installed on the end of the hood. Hanging angle & light Locations for the ND -PSP -F hood. httn• / /www ra ntivea ire . cnm/ hnndhans? an>? lightloc/Hant?An!?Li>?htLoc.asn • The drawing shows a wall for any wall hoods. Measurements do not include standoffs that may be added to the 5.0" back or side of the hood. • Some models (i.e. VH) may be manufactured with full hood length hanging angles. • All dimensions are in inches. Page 1 of 3 5 4/1/2008 4624ND -PSP -F 46" 24" 10.5" 2" 15.5" 4724ND -PSP -F 47" 24" 10.5" 2" 15.5" 4730ND -PSP -F 47" 30" 5" 2" 6.5" 4824ND -PSP -F 48" 24" 10.5" 2" 22" 4830ND -PSP -F 48" 30" 5" 2" 6.5" 4924ND -PSP -F 49" 24" 10.5" 2" 22" 4930ND -PSP -F 49" 30" 5" 2" 6.5" 5024ND -PSP -F 50" 24" 10.5" 2" 22" 5030ND -PSP -F 50" 30" 5" 2" 6.5" 5124ND -PSP -F 51" 24" 10.5" 2" 22" 5130ND -PSP -F 51" 30" 5" 2" 6.5" 5224ND -PSP -F 52" 24" 10.5" 2" 22" 5230ND -PSP -F 52" 30" 5" 2" 6.5" 5324ND -PSP -F 53" 24" 10.5" 2" 22" 5424ND -PSP -F 54" 24" 10.5" 2" 22" 5430ND- PSP -F 54" 30" 5" 2" 14.5" 5524ND -PSP -F 55" 24" 10.5" 2" 22" 5530ND -PSP -F 55" 30" 5" 2" 6.5" 5624ND -PSP -F 56" 24" 10.5" 2" 28" 5630ND -PSP -F 56" 30" 5" 2" 6.5" 5724ND -PSP -F 57" 24" 10.5" 2" 28" 5730ND -PSP -F 57" 30" 5" 2" 15" 5824ND -PSP -F 58" 24" 10.5" 2" 28" 5830ND -PSP -F 58" 30" 5" 2" 15" 5930ND -PSP -F 59" 30" 5" 2" 15" 6024ND -PSP -F 60" 24" 10.5" 2" 28" 6030ND -PSP -F 60" 30" 5" 2" 15" 6324ND -PSP -F 63" 24" 10.5" 2" 28" 6330ND -PSP -F 63" 30" 5" 2" 15" 6424ND- PSP -F 64" 24" 10.5" 2" 28" 6430ND -PSP -F 64" .. 30" 5" 2" 15" 6624ND -PSP -F 66" 24" 10.5" 2" 28" 6630ND -PSP -F 66" 30" 5" 2" 15" 6724ND -PSP -F 67" 24" 10.5" 2" 28" 6924ND -PSP -F 69" 24" 10.5" 2" 28" 6930ND -PSP -F 69" . 30" 6" 2" 21" 7024ND -PSP -F 70" 24" 10.5" 2" 28" 7224ND -PSP -F 72" 24" 10.5" 2" 28" 7230ND -PSP -F 72" 30" 6" 2" 21" 7524ND -PSP -F 75" 24" 13.5" 2" 28" 7530ND -PSP -F 75" 30" 18" 2" 24" 7824ND -PSP -F 78" 24" 16.5" 2" 28" 7830ND -PSP -F 78" 30" 6" 2" 27" 8124ND -PSP -F 81" 24" 20" 2" 28" 8130ND -PSP -F 81" 30" 12" 2" 6.5" 8424ND- PSP -F 84" 24" 23" 2" 28" Hood Hanging Angle/Light Locations Page 2 of 3 httn r// www .cantiveaire.com/hoodhan2aneli ahtloc/HangAngLightLoc.asp 4/1/2008 lD • Hood Hanging Angle/Light Locations 8430ND -PSP -F 9024ND -PSP -F 84 90" 30" 12" 2" 6.5" 24" 23" 2" 28" Page 3 of 3 1 httn:// www. cantiveaire. com/ hoodhangangliehtloc /Han2An2LightLoc.asn 4/1/2008 Fan Submittal 44 at n ., ate _._.. _.... r r� Commercial Kitchen Ventilation ML A2-D.500-G 15 769.67 lbs Direct Gas Fired Heated Make Up Air Unit with 15" Blower Motor Model 002180S3EF56Z -40PP • 2 HP • 3 Phs • 208- 230/460 V • 6-6/3 FLA • 60 Hz • ODP (Open Drip Proof) Burner Min. Output BTU: 18,333 BTU /Hr Max. Output BTU: 550,000 BTU/Hr Size: 12" long Performance Volume: 3620 cfm RPM: 864.4 TS: 3393 ft/min Construction Features Housing constructed of heavy duty G90 galvanized steel • Forward curved centrifugal blower wheel • Vibration isolation • Adjustable drive assemblies • Adjustable motor mount • Ball bearing motors • Heavy duty, pre - lubricated bearings rated for 200,000 hours of operation • Static resistant belts • Service doors on both sides • Horizontal & down discharge • Large intake area ensures low pressure drop across unit • Spring loaded profile plates automatically adjust for any airflow - no manual setting required! Weatherproof safety disconnect switch • Modular design provides design flexibility • Fully insulated casing Blower 15" forward curved, centrifugal blower. Permanently lubricated ball bearings. Galvanized finish. 1" x 25" Shaft. 2000 -7500 CFM. 1800 max. RPM. Used in heated and non - heated supply fans. Temp Control SP: 0.61" w.g. BHP: 1.7265 (0.5" Ext + 0.11" Opt /Int ) Temp BTU: 212639 Maxitrol 14 • 40-80°F Discharge Temp Control Rise: 55 °F Intake Page 1 of 2 Page 1 of 2 Sloped Foam Filtered Intake for Size #2 Modular Heater. 26.813" Wide X 53.625" Long X 31 - 13 iigb._ Includes 2" Foam EZ Kleen Metal Mesh Filters. Filters 3 - EZ Kleen Non -Woven Polyester Metal Mesh Filter. 20 "x 25 "x " Used for heater and supply fan intakes. 2 layers of expanded aluminum and one layer of non -woven polyester. (3426) hm,• / /www ear, tiveaire.com /cataloe/FanSubmittal .asp ?nJobfansid= 0 &nFanunitid= 1662 &n... 4/1/2008 • Fan Submittal CURB OUTER WALL 8.375 1. 37.375 31 I DISCHARGE OPENING 2.312 All dimensions nominal and in inches. DIRECT FIRED MODULE 82.438 16 FLEX CONDUIT FOR FIELD WIRING DISCONNECT SWITCH 53.625 I CONTROL! VALVE ACCESS DOOR BLOWER! MOTOR ACCESS DOOR 36.75 os 1 in. ' 7.812 I 42.812 GAS INLET' 20 i OPTIONAL L CURB I AIRFLOW Page 2 of 2 9 �,rt„•!! „nn, th,Pairp rnm/ ratalna/ FanSiihmittal .asu ?nJobfansid= 0 &nFanunitid= 1662 &n... 4/1/2008 • STRUCTURAL ENGINEERS Cary Kopczynsk & Company b Title: A / ) S Klee"( ra iblect• <Qltme . 1 - 0 0c1c Sheet No • Job No • Designer Date: + I 1 H I : r I 1 1 ; 1,i • - n ' 2 . 1 i )1 ____ i (i.Atere r ._.. El 1 IL . _J C - - I I I 0' X ^ 1 Py 35 -' fi q 0 — — J� f' j:x i � * _ 'et rrs) Ii f i / c 'T -4 _/.6 � X0,7'��t)c /,oXw � I ',, � I I � 'I i 1 � I I I r Qt _ X 0 -. ; 1 )CIA) C�� ) _ i I •i • STRUCTURAL ENGINEERS Cary Kopczynsk & Company b Title: A / ) S Klee"( ra iblect• <Qltme . 1 - 0 0c1c Sheet No • Job No • Designer Date: a Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Period Maximum Sa (sec) (9) 0.2 1.473 (Ss, Site Class B) 1.0 0.507 (S1, Site Class B) Period Minimum Sa (sec) (9) 0.2 1.377 (Ss, Site Class B) 1.0 0.470 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 98188 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 (sec) (g) 0.2 0.952 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) (E) BEAM, REF PLAN (N) BEAM, REF PLAN 1/2" DIA THREADED ROD w/ HEAVY DUTY NUT ONE ABOVE AND ONE BELOW THE 3/16 3/16V L3x3x3 /8. KICKER TYP AT ALTERNATE CORNERS (TOTAL 4 REQ'D PER EA HOOD) TOP OF dk (E) BEAM 3/S" THK iE AS REQ'D <TYP HANGING ANGLE BY KITCHEN HOOD BY OTHERS HOOD MFR TYP AT EA (860 LBS MAX VERIFY w/ CORNER OF HOOD MECH) STRUCTURAL ENGINEERS Cary Kopczynski & Company /h') t 13 Job Title: i// n+E /S ci / 4 , Job No ' v` 61 ° 4 g Subject 4 L irm t* / /G t b1.,- Designer- frrf Sheet No.: Date• ' - d rev � c (M& _ i i 1 B0 /6 5 ' s' -4 ! - _ x .,1, x 36 , I , r. -, =11)- 0 ( ( , rd >} / 3i .. 1 I 1 � . 3_ . s s � 444 - 4 0-3 ' - 043 0 ( � i 1 ( y ,r o I-ek h s , Mal "------Iek ___/` , c Pod i } ' '.r d morc /i5 4 o t OI — _____ (v n ij ,'..9' -.. _.. _. .... ;-/ 4 f3 .� , ; a _ - _. i. -..I • 1 � I ' I - - ,‘ _.. _'. ... i. I --- ■ ■ - ' - L__.. I ' ' STRUCTURAL ENGINEERS Cary Kopczynski & Company /h') t 13 Job Title: i// n+E /S ci / 4 , Job No ' v` 61 ° 4 g Subject 4 L irm t* / /G t b1.,- Designer- frrf Sheet No.: Date• _ _ fAr' , deS7h- h? hat c4-._ 1,9k-vt I 1 r im t it - - P.. n,-9-Ks D. ► X LnT/ x! I K . 4 ' f s LP5' /J'/ �. i i,. •I ,. , L i i ,I c �? n �— .c2•c.__ --� i • �_ . o.d . (- a ks. I • • 3k I Is • d • 0 ... • i ' �i R 1 ' t �/ L %, -. _.. J. t P 1._ r a ol fl) 1 * ---- -I --a _ , —� R • 1xC4" )110.0 X o.s -+ of ork _ o. I - 4' • I , irL [ X( LI o , o 1 9r- k,74.. I L- — _ l I i 1 � � I 1 1 I i i • STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title• Job No.: bf1 /6 iogH Subject 41/11,2-. Designer• Sheet I !�r/ D ^T- / Og • TRUCTURAI CNOINUIRS MATERIAL PROPERTIES ASTM A36 F = 36 ksi F„ = 58 ksi SECTION PROPERTIES d = 5 In S. = 2.22 In A = 2.86 in p ,. = -2.99 Lateral - torsional Buckling When M. 5 M M„ = 0.92 0 ' M M ` JM l Y When M[1.92_1.1 . > My l M „ = M . IM y51 . 5M1, Leg Local Buckling joaTTrtF' Pei C> k CG f e. G:10pen Projcb10819. Daph' 1 Greek CeMErvinrring Dm1[Amla DeslipulajAnplo J08N0: otn6 . A. °VI DESIRE?: _ Hal st,BJECT: Torsion Spreadsheet OIFFr• DATE' Ol / °g INPUT DATA 8 DESIGN SUMMARY BEAM SECTION L5X3X3/8 1(41 I I APPLIED SHEAR LOAD V,(kip) = 0..0225 APPLIED MOMENT M, (kip -ft) = 0.0175 BEAM LENGTH L (ft) = 4.00 BRACING CONDITION BENDING AXIS Major Principal Axls I AXIS ALONG THE DIRECTION OF APPLIED FORCE Y Axis CONDITION OF MOMENT AT THE TOE Maximum Tension at the toe THE LONG LEG IS IN COMPRESSION ANYWHERE ALONG THE UNBRACED LENGTH OF THE MEMBER b = 3 In S = 0.874 in' r = 0.648 in check local buckling for the leg b / t = n/a A = 0.54(E/F = 15.326 • = 0.91(E/F °A = 25.828 b/t > A b/t > A, leg classification : n/a E = 29,000 ksi G = 11,200 ksi CALCULATE THE SHEAR STRENGTH C„ _ = 1.00 A = dt„, = 1.875 in V„ = 0.6F = 40.50 kip th = 1.87 V, = V„ / Gr = 24.25 kip V, = 0..0225 kip Vc V, dK Ili cALCULATE THE MOMENT STRENGTH t = 0.375 In = 2.25 in l = 1.194 M 0.8SwFy • 84.90 kip-in Cb = 1.00 Yielding M = 1.5M = 97.38 kip-In nominal shear strength No lateral - torsional restraint available shear strength M. = 4.9'E'Lz'Cb/L "2 ((pw+0.052'(L1/rzr2) +pw) = 1685.88 kip-In M. > M M„ = 97.36 kip-In Section G4 Section G4 Eqn. G2 -1 Section 01 Section F10 Eqn. F10-2 Eqn. F10-3 Eqn. F10-6 Table 84.1 Case 6 1 Agw kie.4.4., _ ..de. ___14.A. 7: ____ p_ __.... j ._ I 1 - (ti,. f.-) c c , o.3 -k c -X1 . '• o s o i� ` 2 o, 91 T 0 0424 +.1 - �Q / C ke/ _ .. - .. !^ �;-� — .... , . ; n'lo hs'x )1 tA, x j ' s I �o I 9 $"-.' ' / 9 6 _ ! - . - : 1 T1 1 T . le _ _ -clan - _?t-°4 _ .... I ! 1 I _1 r ..._.. I 1 3 d Iv_ I + -l- -I- I - -� ----- _1 1 r— __ _... 1 ._.._... , 1 ___._ ____.. _, 4___ a - i _ I y I ' i I I ! I 1 • L I 1 T • STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title n•ls �h ek Cc" Job No • Subject Designer: Sheet No.: Date: Rue seams KW0306414, W eea 1-0w.2033 i 9a3. m EKERCALC . Whom Description (N) W10x15 To Support MA-1 [General Information Steel Section : W10X15 Center Span Left Cant. Right Cant La : Unbmced Length [Distributed Loads tel Short Term Loads Are SEISMIC Loads. DL LL ST Stott Location End Location S Mu 01 0.087 (2) 1.2D • 1.61... Mu Phi • Mn (5) 12D • 0.5L + 1.0E ... 4.50 ft 090 ft 0.00 ft 4.50 ft 02 2.330 53.943 2.330 Phi Mn 53.943 0.087 Factored Load Combinations.... (1) 1.40 Mu - 2.718 k-ft Vu Phi • Mn 53.943 Phi "Vn Steel Beam Design Code Ref: LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 il FY 50.00kd Pinned-Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29000.0 kal LL & ST Act Together 03 0.578 • Vu Phi' Vn Vu Phi • Vn BM 04 Title : Dsgnr. Description : Scope : 2.418 k 82.038 2.071 82.038 2.071 82.038 05 08 Job 0 Date: 3:57PM, 8 APR 08 Page 1 wet ., . 07 kM kIR kIR ft ft Beam OK [Force 8. Stress Summary 1 t- These columns are Dead • Lae Load pieced as noted -ow DL U. LL•ST LL LL•ST Mredmurn QJy at Center 6! Center te Cents @ Cents Max. M • 1.94 k-ft 1.94 k-ft MaxM - k-ft MaxM fg Left k-ft Max M ( D kal Shear et Left 1.73 k 1.73 k Shear Right 1.73 k 1.73 It Center Den. -0.0041n -0.004 0.000 -0.004 0.000 0.000 In Left Cent Deft 0.000in 0.000 0.000 0.000 ' 0.000 0.000 N Right Cent Dell 0.000 In 0.000 0.000 0.000 0.000 0.000 In _.Query Defl 0 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction GI Left 1.73 1.73 1.73 k Reaction Rt 1.73 1.73 1.73 k • Raw =OE Urrr. IW0e06414, VIC 5.a0. taomm _t4tre mm ERERdLLC Erchwwing EACWws Steel Beam Design Page 2 cc.tmua. Description (N) W10x15 To Support MA-1 [Section Properties W10X15 I Depth Web Thick Width Range Thick Area Rl Values for LRFD Design.... Cw 9.990 In Weight 02301n In 4.000 In lyy 0270 in Son 4.41 ln2 SW 0.990 in R•oc R-yy 0.1001n4 Zs 08.30108 Zy K Tab: Dsgnr. Description : Scope : 1498 MR 88.900 104 2.890 1n4 13.800 Ina 1.450 In3 3.950 in 0.810 In 18.000 Ina 2.300 ki3 0.570 In Oti Date: 3:57PM, 8 APR 08 • Roc 470205 _eN9 ElffJIGLC rErchum ' e•ew., Steel Beam Design Description (N) W10x15 To Support MA-1 - (2) rail 33 'General information Code Rat LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 FY 50.00ks1 1 Pinned -Pinned Load Duration Factor 1.00 em WL Added to Loads Elastic Modulus 29.000.0 tot LL & ST Act Together Steel Section : W10X15 Center Span Left Cant. Right Card Lu : Unbraced Length Summary Reaction ® Left Reaction Rt 5.00 ft 0.00 ft 0.00 ft 5.00 0 Title : Dsgnr. Description Scope : 'Point Loads del Short Term Loads Are SFJSMIC Loads. 01 Q2 Q3 Q4 A5 A8 Q Dead Load 1.730 Live Load 1.730 Shod Term Location 3.000 ft Factored Load Combinations .... (1) 140 Mu 2.989 k-ft Vu 1.508 k Phi • Mn 52.095 Phl •Vn 82.038 (2) 1.2D +1.8L... Mu 5.897 Vu 2.951 Phi • Mn 52.095 Phi • Vn 82.038 (5) 1.2D + 0.5L + 1.0E ... Mu 3.583 Vu 1.810 P14 • Mn 52.095 Phi • Vn 82.038 Job 6 Date: 4.01 PM, 8 APR 08 Beam OK Page 1 Ctlw4eyv 'Force & Stress Summary od- These columns ere Dead + Live Load placed mooted -s> DL LL LL+ST LL LL •ST mum ..QOIo . A Center 10 Center ® Cents c@ Came Max. M • 420 k-ft 2.12 420 k-ft Max M - k-ft Max M Lett Max M � Rlgtd Shear A) Left 1.42 k 0.73 1.42 k Shear ID Right 211 k 1.08 2.11 k Canter Dell. -0.00761 -0.004 -0.007 -0.007 0.000 0.000 61 Left Cant Dell 0.00061 0.000 0.000 0.000 0.000 0.000 61 Right Cam Dell 0.000 In 0.000 0.000 0.000 0.000 0.000 In ...Query Defl 6 0.000 ft 0.000 0.000 0.000 0.000 0.000 In 1.42 0.73 2.11 1.08 1.42 1.42 2.11 2.11 0 TOM: Oscine Description : Scope: R•- 680005 Wr.NW-0WBn v. ss.o. 1.0..2E03 RNEE3 -LxD ENERGLC EgprYp Sawa Steel Beam Design Page 2 i Description (N) W10x15 To Support MA-1 - (2) 'Section Properties W10X15 I Depth 9.990 In Weight 14.98 Nit Web Thick 0230 61 Inc 88.900 614 Width 4.000 In Iyy 2.890 Ind Flange Thick 0.270 In Su 13.800 613 Area 4.41 in2 Syy 1.450 613 Rt 0.990 61 R -ion 3.950 In Values for LRFD Deskin.... R 0.810 In J 0.1001n4 Zx 18.000 613 Cw 88.30618 Zy 2.300613 K 0.570 in b Q Data: 491PM, 8 APR 08 • STRUCTURAL ENGINEERS Cary Kopczynski & Company Job e: rte /5 t - Subject &rcT 1 ECT t Sheet No.: II Job ,0 O(7 DE Dc 4 "/"/ 11 I � I v P- - I x4$- - fi , -..- I • - ""•13 . R ` 44 ■1 t I ft II � 1 ' HA iiitiounwarov 1 1 _ I 1 I r i - i 1 /_o_ I ._ ... I --r6 1 -6?-.eh i t- _ ' a 1 1 1 Llk 6 - I - 5 I -�1 I I .. . �_1_ j - 1 r L. , L a t ; ; J [ � I 1 1 I H . i , I f ( i--. L L I I I i I I 1 • i ' I .._.__i. ... I , I I I � I . - -- -i i _..I_. .- '-'- I STRUCTURAL ENGINEERS Cary Kopczynski & Company Job e: rte /5 t - Subject &rcT 1 ECT t Sheet No.: II Job ,0 O(7 DE Dc 4 "/"/ 11 ear em000 We KW4406414, Vr 54., 1Ae70R1 tr19611W] ENERCALC Enp hsvke Ikea» Composite Steel Beam Page 1 cGr<wbm Description (E) W18x35 capacity check due to MA-1 • Design Input Section Name W18X35 Beam Span 38.000 ft Beam Spacing 38.000 ft Slab Thickness 4.500 In Deck Rib Height 3.000 In Rib Spactog 8.000 In Rib Width 12.000 In Rib Orientation Perpendicular Beam Location Stab Both Sides Tltie : Dagnn Description : Scope : [Live Loads (appiedartr 75% curing) Full Span Uniform Loads... 0 1 0.075 VII 0 2 0.075 km Trapezoidal Loads... 01 a Left 0.578 km a Right I Summary 0.578 km Point Loads... 81 02 OK Shored & Unshored Using: 078X35. Span 38.0011, Slab Thickness a 4.5001n, Deck Rib Ht= 3.O0In, Rib Spec- 8.00In, Rib Width= ftlan vd Slab I Stress Checks for Shored & Unshored Cases... al Bottom of Beam Actual = 13,900.5 psi Allowable = 21,999.8 psi OK Unshored DL Stress Actual = 1,315.0 psi Allowable = 21,999.8 psi OK Actual Shear Stress Actual = 1,098.6 psi Allowable = 13,200.0 psi OK Unshored Stress Check.... (Mdi/Ss + MIUStrans) Actual = 13,904.2 psi Allowable = 29,700.0 psi OK MO / Strans(tap) Actual = 263.5 psi Allowable = 1,350.0 psi OK Alternate Unshored Stress Check : (Mdl + MO) / Ss 13,900.5 25,080.0 psi Shored Concrete Stress Check...(MdI + MO) / (Strans:top • n) 291.0 1,350.0 psi [Shear Studs & Shear Transfer I Actual 0 Studs 0 per 12 beam span Stud Capacity 5.78 k Total raced 1/2 Span 6studs Vh 411 100% 169.95k Zone 1 from 0.000 It to 5.996 fl , Use 2 studs Zone 2 from 5.998 ft to 11.991 ft , Use 2 studs Zone 3 from 11.991 It to 17.987 fl , Use 1 studs Zone 4 from 17.987 ft to 24.858 ft , Use 1 studs Zone 5 from 24.858 ft to 31.329 fl , Use 2 studs Zone 6 from 31.329 ft to 38.000 ft , Use 2 studs Job 8 Date: 4:08PM, 8 APR 08 Coda Ref. RISC 9th ASD. 1997 UBC, 2003 BC, 2003 NFPA 5000 Fy 33.00 kat fc 3,000.00 psi Concrete Density 145.00 psi Stud Diameter 0.500 In Stud Height 2.000 In Beam Weight Added hdemally Using Partial Composite Action Elastic Modulus 29,000.00 led 0.252 k 0.148 k VT:min VS : Used 3.500 ft 28.0(0 ft 14.000 -a 20.500 ft 42.49 k 28.90 k • R.r. semoo Ur. I W-060e414, Vr sec 1-08s21X0 W9542003 EVERCALC Ersablarlm Mar./ Composite Steel Beam Page 2 r.C.kllrbm Description (E) W18x35 capacity check due to MA-1 [Deflections 1: Transformed 1,588.10 In4 o d Before 75 % Curing 0.111 In (.8r.hre. r en.eq Construction Loads Only 0.000 in After 75% Curing 0.988 in Total Uncured Detledbn 0.1111n : L/4110.9 Composite Deflection 1.099 : L/ 414.9 [Reactions r Load Combinations... Dead + Castucton Composite Max DL +LL Maximum Moments Dead Load Alone Dead + Const Uve Load Only Dead + live Support Shears Shear (6 Left Shear Q Right Section Name Depth Width Flange Thick Web Thick Area Weight 1-steel S steel : top S steal : bottom LeR 0.88k 5.17k 5.83 k 6.31 k-ft 8.31 k-it 60.48 k-lt 68.75 k-ft 5.83 k 5.35 k Title : Dsgnr. Description : Scope : Fb:Allow 21.78 psi n : Strength 9.29 n : Deflection 9.19 I: Effective Unshored 0.111 In 0.000 In 09881n 0.11110 : L/ 4110.9 1.099k1 : L/ 415.0 10 RIaM 0.88 k 4.69 k 5.35 k 018X35 17.700 In Inc : Steel Section 510.00In4 8.000 in I transformed 1,562.01 b14 0.425 In Strans : top 296.37 in3 0.300 In Sirens : bot 9227103 10.300 6n2 Strans : eff © bot 57.63In3 34988 0m n'Strens : Et ® top 535.31n3 510.00 514 X -X Axis from Bot 19.931n 57.83 hr3 Vh ® 100% 189.95 k 57.63 Ina Effective Width 510.00n4 !Analysis Values r Effective Flange Width... Based on Beam Span Based on Beam Spacing 9.5000 38.000 ft 9.500 It [Section Properties r N G Project Info Project Address Daphne's Greek Cafe' Date 4/1/2008 2600 Southoenter Mall #FC -7 For Building Department Use Tukwila, WA 98188 Applicant Name: Studio C Applicant Address: 6125 cornerstone Ct. E. #200 San Diego, CA 92121 Applicant Phone: 858- 866 -088 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FIELD COPY Pcintit - °'z.. rJr�l }f7!P :tan to9q 193 6tEVIEWED�� CODE COMPLIANCE MAY 2 2 2008 i1: Of Tukwila ILDING DIVISION Revised July 2007 RECERwr APR 1 ZU08 PERMIT CEN t� Project Info Project Address Daphne's Greek cage' Date 4/1/2008 2600 Southcenter Mall #FC -7 For Building Department Use Tukwila, WA 98188 Applicant Name: Studio c Applicant Address: 6125 Cornerstone Ct. E. #200 San Diego, CA 92121 Applicant Phone: 858 - 866 -0889 Project Description SERVICE ❑ Plans Induded requirements. ❑ New Building ❑ Addition .1 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 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 Mowed Watts per ft Area in ft Mowed x Area KITCHEN RESTAURANT 1.30 790.0 1027.0 SERVICE HALOGEN DOWNLIGHT 13 50.0 650.0 HALOGEN WALL WASHER 1 40.0 40.0 ** From Table 15 -1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts 1027.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed KITCHEN 24 "x48" FLUOR. TROFFER 5 62.0 310.0 SERVICE HALOGEN DOWNLIGHT 13 50.0 650.0 HALOGEN WALL WASHER 1 40.0 40.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1000.0 Interior Lighting Summary LTG -INT 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 hallr' 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: Warehouses, storage areas or aircraft storage hangers 0 Other Qualification 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% 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 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Llghtinq Power Allowance (LPA ootnotes or t a '15- 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 toumament 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 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 ProjAddres:Daphne . s Greek Cafe Date 4/1/2008 2600 Southcenter Mall 9FC -7 For Building Department Use Tukwila, WA 98188 Name: Studio C Appl. Name 6125 Cornerstone Ct. E. 8200 San Diego, CA 92121 Appl. Phone ens - 866 -0889 Project Description ❑ New ❑Addition ❑Alteration ❑Plans 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 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) 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. 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 () perimeter (If) 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 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT Tradable Maximum Allowed Lighting 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 roposed 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.) I 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/f Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/f 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, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24-hour retail entrances 800 W per main entry 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 Lighting, Motor, and Transformer. Permit Plans Checklist . LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Daphne's Greek Cafe' 'Date 4/1/2008 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 E2 yes 1513.2 Area controls Maximum limit per switch E2 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 yea 1513.4 Display /exhib /special Indicate separate controls E2 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans El 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'indicate watts for each exit sign 1E2 I 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 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 'Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2008 Washington State Nonresidential Ene • Code Com • liance Form Lighting, Motor, and Transformer Permit 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 tuming 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 tuming 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 tuming 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 -ofr feature, which tums 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 1 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 Daphne's Greek Cafe,' Date 4/1/2008 2600 Southcenter Mall #FC -7 For Building Department Use Tukwila, WA 98188 Applicant Name: Studio C AppllcantAddress: 6125 Cornerstone Ct. E. #200 San Diego, CA 92121 Applicant Phone: 85e- 866 -o889 , 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM U08 -193 Revised July 2007 RECEIVED APR 17 2008 PERMIT CENTER Envelope Requirements (enter values as applicable) Project Address Minimum Insulation R- values Roofs Over Attic 21.0 All Other Roofs 2600 SOUTECENTER MALL #FC-7 Check here If using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Opaque Walls 19. 0 Below Grade Walls Floors Over Unconditioned Space STUDIO c Slabs -on -Grade Applicant Address: 6125 CORNERSTONE CT. E. #200 Radiant Floors CA 92121 Applicant Phone: ass- 866 -0889 Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info Project Address DAPHNE'S GREEK CAA Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing Date 4/1/2008 Concrete/Masonry Option 2600 SOUTECENTER MALL #FC-7 Check here If using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. O yes Semi- Heated Path O no For Building Department Use TUKWILA, WA 98188 Applicant Name: STUDIO c Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: ass- 866 -0889 Space Heat Type 0 Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing _ 581.0 X 1 00 = Concrete/Masonry Option O yes O no Check here If using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. O yes Semi- Heated Path O no Check here If using semi- heated path and If project meets all requirements for semi- heated spaces as defined In section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement Is reduced (2006 change). Only available in prescriptive path. ! Envelope Summary Climate Zone 1 ENV-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 (Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor Is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu /ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor r. Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) .4—N All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R-30 R -21 R -19 R -10 R -10 U -0.60 0i • L N ass Wall Criteria OK? (below) Yes • AG Mass Wall Insulation Req. Mass Wall CMU Block Wood Frame Metal Framed U0.15/R5.7c1 Ins. Cores R19 R19 2006 Washington State Nonresidential Energy Code Compliance Form (e Yes 3 Glazing Criteria Met? Glazing Vert OH Area % UVal UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Yes l—► Glazing Area % 0-30% >30 Prescriptive Path Allowed Component Performance, Systems Analysis, or EnvStd Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft' of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes • Ye Glazing Criteria Met? Yes S All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.80 Yes— Vert OH UVal UVal SHGC 0.40 0.80 0.40 Not Allowed No Yes Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC "" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area Metal R -10 U -0.082 U -0.031 U -0.034 U -0.029 R -10 R -10 U-0 60 I- No— No-► • AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Revised July 2007 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. 2006 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zone 1 ENV -UA 2006 Washington State Nonresidential Energy Code Compliance Forms *For CMU walls, indicate core insulation material. To comply: Totals 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Totals Revised July 2007 Project Address Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). rn s > 0 O re 5 e e 0. > C O e o i5tY U $ c�3 n y c � DAPHNE'S GREEK CAFE Building Component List components by assembly ID & page # U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= 21.0 Plan ID Roof Deck R= Plan ID: R= Plan ID: R =19.0 Plan ID Exterior wall — Al R =19.0 Plan ID Exterior wall — Al R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equa R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0 Electric resistance QQ All other Prop. I 45.0% Max.Target 0 Yes Q No Proposed UA U- factor x Area (A) = UA (U x A) 0.048 543.0 26.1 0.059 518.0 0.059 63.0 I Target Opaque Wall Area (see back) 30.6 3.7 R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls 1124.0 60. Date 4/1/2008 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.550 her Heating 0.700 0.600 0.036 0.046 543.0 25.0 Other Heating 0 048 0.109 0.109 ** 518.0 63.0 56.5 6.9 Electric Resist.. Other Heating 0.062 0. 0.062 4 062 .109 .15 Frame -Wd Frame -Mti. Mass Wall ++ + +seet s wall.Criteri; Other Heating! 0.062 0.07 0.056 0 Resi ing 0.540 Electric Resist. Other Heating F =0.54 F =0.54 13.1', for radiant floor values) Table 1124.0 88. 2006 Washington State Nonresidential Energy Code Compliance Forms *Note: Manufacturer's SC may be used in lieu of SHGC. Glazing Area Opaque Area Gross Exterior Wall Area 261.5 Roofs over Attics Other Roofs Walls) ) lesser 261.5 ■ 543.0 581.0 I 2006 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV -SHGC Glazing List components by assembly ID & page # rn c ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC xArea(A) = SHGCxA 0.450 Totals For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= 543.0 VG= 581.0 Max Glazing Area (Table 13 -1) 581 .0 )( ( 45.0 I _ I 100 I = I 261.5 K / Target OG Area in Roofs over Attics Proposed Opaque Area - Max OG Remaining 261.5 Maximum Target Glazing Area Target OG Area in Other Roofs 0 lesser 261.5 Proposed OG Area Target OG Area Totals Target VG Area Target Opaque Area Proposed Opaque Area Proposed VG Area Target VG Area +I I — I I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target Opaque Area Revised July 2007 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Building Permit Plans Checklist .: ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address DAPHNE'S GREEK CAFE I Date 4/1/2008 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL - R EQUIREM ENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed Ml n • a • 1310.2 Semi- heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. Installation Indicate densities and clearances yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles ff eave vents installed; Indicate face stapling of faced batts EXISTING ROOF INSULATION yAa 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation Is protected; Indicate loose -fill core Insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; M1 EXISTING WALL INSULATION Q EXTERIOR WALL n. a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents EXISTING RAISED FLOOR OVER CONDITIONED SPACE BELOW n.a. 1311.5 Slab-on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where regd. by Official n.a. 1312 Glazing and doors Provide calculation of glazing area (Including both vertical vertical and overhead) as percent of gross wall area NO EXTERIOR GLAZING n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate If values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side M2 yes 1313.2 Roof /ceiling vap.ret Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. M7 yea 1313.3 Wall vapor retarder Indicate vapor retarder on wall section M1 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.a. 1313.5 Crawl space vap. ret Indicate six mil black polyethylene overlapped 12" on ground 1314 AIr leakage yea n.a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping M1 1314.2 Glazing /door sealing Indicate weatherstripping n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing n • a • 1314.4 Recessed Lighting Fixturt Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form I I I I I I If 'no' is shown for any question, provide explanation: 1 Building Permit Plans Checklist ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Envelope - General Requirement 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced ball insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor; the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10-6. 2006 Washin ton State Nonresidential Ene • Code Com • liance Form 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS -1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted In crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3-1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 Ibs /ft` pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. Project Info Project Address DAPHNE'S GREEK CAKE I Date 4/1/2008 2600 SOUTHCENTER MALL #FC-7 For Building Department Use SEATTLE, WA 98188 Applicant Name: swum c Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: 858 - 866 -0889 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms pas C® 3�iY pp!rn %t No. DOB 193 REVIEWED FOR CE CODE COMPLIANCE 141 2 2 7.0 ity Of Tu B�1 LDIIG pWI510N �..- --°—° Mec4 Revised July 2007 RECEIVED APR 17 2008 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP' HP /BHP Flow Control Location of Service Location AC -1 CARRIER 48GS- 030040 30000 1000 172 10.00 31000 ROOF STUDIO C Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: 858 -866 -0889 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location AC -1 CARRIER 48GS- 030040 30000 1000 172 10.00 31000 ROOF STUDIO C Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: 858 -866 -0889 Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency" AC -1 CARRIER 4805- 030040 1000 40000 31000 80.000 STUDIO C Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: 858 -866 -0889 Project Info Project Address DAPHNE'S GREEK CAFI±' Date 4/1/2008 2600 SOUTHCENTER MALL #FC -7 For Building Dept. Use SEATTLE, WA 98188 Applicant Name: STUDIO C Applicant Address: 6125 CORNERSTONE CT. E. #200 SAN DIEGO, CA 92121 Applicant Phone: 858 -866 -0889 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Project Description Briefly describe mechanical system type and features. Includes Plans Packaged unit - electric cooling / gas heat Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option QQ Simple System 0 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. t if available. 2 As tested accord ng 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: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 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 No 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Yes — otal Ca . . wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes* Yes Reference S ection 1423 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. Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Project Address DAPHNE , S GREEK C !Date 4/1/2008 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.) I Code Section Component I Information Required I Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule M1 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M1 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 Ml yea 1412.2 Deadband control Indicate 5 degree deadband minimum Ml n.a. 1412.3 Humidity control Indicate humidistat n.a. 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 141 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 ml 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 n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate dg load & water econoe & dg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems n.a. 1414.1 Duct sealing Indicate sealing necessary n.a. 1414.2 Duct insulation Indicate R -value of insulation on duct n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n.a. 1434 Separate air sys. Indicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Summary Form linput/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 yes 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 o is circ for any ques provi exp • 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with Input ratings > 225,000 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 (85 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 weak. 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 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for 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 85,000 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 Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with Input ratings > 225,000 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 (85 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 weak. 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 1438. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for 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 85,000 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 1412.4.2 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. start controls 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. 1412.6 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 1416 Piping Systems supplemental heating is being used through visual means (e.g., LED Indicators). 1416.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -8. 1412.8 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 end guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) Project Info Project Address Daphne's Greek Caio' Date 4/1/2008 2600 Southoenter Mall #FC-7 For Building Department Use Tukwila, WA 98188 Applicant Name: studio c Applicant Address: 6125. Cornerstone Ct. E. #200 Elan Diego, CA 92121 Applicant Phone: 858 - 866 -0889 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form re 3O FILE COPY , -_..sue REVIEWED IFOR, CODE COMPLIANCE APPROVED MAY 2 2 2008 Ci ig Of Tu ila BUILDING DIVISION L"l ( Revised July 2007 RECEIVED APR 17 2008 PERMIT CENTER Project Info Project Address Daphne's Greek Cafe Date 4/1/2008 2600 Southcenter Mall #FC-7 For Building Department Use Tukwila, WA 98188 Applicant Name: studio c Applicant Address: 6125 Cornerstone Ct. E. #200 San Diego, CA 92121 Applicant Phone: 858 - 866 -0889 Project Description SERVICE ❑ Plans Included requirements. ❑ New Building ❑ Addition J Alteration Refer to WSEC Section 1513 for controls and commissioning 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 EITCHEN RESTAURANT 1.30 790.0 1027.0 SERVICE HALOGEN DOWNLIGHT 13 50.0 650.0 HALOGEN WALL WASHER 1 40.0 40.0 "" From Table 15 -1 (over) - document all exceptions on form LTG-LPA Total Allowed Watts 1027.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed EITCHEN 24 "x48" FLUOR. TROFFER 5 62.0 310.0 SERVICE HALOGEN DOWNLIGHT 13 50.0 650.0 HALOGEN WALL WASHER 1 40.0 40.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1000.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage 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 I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 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: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: If occupancy type is "Other' and fixture Lighting Fixtures: ° ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space Is not limited by Code. Clearly 1521) or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T-8 lamps, and d) hard -wired elec- Indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 TABLE 15 -1 Unit Lighting Power Allowance (LPA ootnotes for ia 15- 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 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: Daphne's Greek care' Date 4/1/2008 2600 Southeenter Mall 9Hc -i For Building Department Use Tukwila, WA 98188 Name: studio c Appl. Name 6125 Cornerstone Ct. E. #200 San Diego, CA 92121 Appl. Phone 858 -866 -0889 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box sec. 1132.3) 4 No changes are being made to the lighting ❑ 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 (ft2), perimeter (If) or # of items Mowed 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 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT Tradable Maximum Allowed Lighting 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 Proposed Watts may not exceed Allowed Watts for Category Total Allowed Watts Total Proposed 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. 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 /fib 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, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24-hour retail entrances 800 W per main entry 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 Lighting, Motor, and Transformer Permit Plans Checklist ` 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised July 2007 Project Address Daphne's Greek Cafe' 'Date 4/1/2008 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 E2 yea 1513.2. Area controls Maximum limit per switch E2 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 E2 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans El 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts (indicate watts for each exit sign E2 I 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 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: Lighting, Motor, and Transformer Permit Plans Checklist. LTG -CHK 2008 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 tuming 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 tuming 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 2006 Washin ton State Nonresidential Ene • Code Com•liance Form 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 tums 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). May 2, 2008 Ryan Watkins 6125 Cornerstone Court, #100 San Diego, CA 92121 RE: CORRECTION LETTER #1 Development Application Number D08 -193 Daphne's Greek Cafe — 2600 Southcenter Mall, Suite FC -7 Dear Mr. Watkins, 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: Dave Larson, at 206 - 431 -3678 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. Sincerely, encl wu� Ikcc1— Brenda Holt Permit Coordinator File No. D08 -193 P:\Permit Cen ter \Correction Letters\2008\D08 -193 Correction Ltr #1.DOC wer • tl City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Building Division Review Memo • 0 Date: April 29, 2008 Project Name: Daphne's Greek Cafe Permit #: D08 -193 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior 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. Please provide documentation showing that the proposed mahogany siding as finished complies with chapter 8 IBC as a class B material for flame spread and smoke development. Refer to the third paragraph of section 806.1 and then section 803 for code requirements. The food court is an A occupancy and is open to the mall concourses which are considered to be corridors and per table 803.5 a Class B rating is required. 2. I could not find structural calculations for the additional supporting steel members for new rooftop mechanical equipment. Please add this to your permit submittal package. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. April 17, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review (Tenant)Dahpne's Greek Cafe, Address # 2600 FC -7 Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: • 0 To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely, Title Cc: • SST I .�.0 i er Tenant file Josh Kimmel Southcenter Field Tenant Coordination (Tenant/Tenant Architect or Engineer/Westfield Staff) RECEIVED APR 17 2008 PERMIT CENTER May 7, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 This condition is hereby acknowledged by: Tenant improvement permit for Daphane's Greek Cafe, 2600 Southcenter Mall #FC -7, Tukwila, WA 98188, Tukwila Permit No. D08 - 193 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. Et 14 6 -( t41,- v ..1) . ZGv49 0 , 441 - Tenant Name: Daphane's Greek Cafe Title: Acknowledgement to be signed by the responsible officer of the tenant RECEIVED CITY OF TUKWILA MAY .0 8 2008 PERMIT CENTER 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 l 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 2 y Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Z Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 La King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification (1'S ) ogtl Owner's Phone Number (with Area Code) Sari . ;ejo. C . y2 /z1 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 148- l93 • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type ZGoo Fe - ; All Property Street Address WA ?:J r( City State ZIP F ;!' 5011-rkpr ;s• s / Owner's Name Subdivision Name Lot # Subdiv. # `� Block # Building Name �vt/h / A7q feif Arr /I (if applicable) Property Contact Phone Number (with Area Code) Owner's Mailing Address / 6 12 S Coe4ers ftarr,.t. /Y.* /V v A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units RCE lS For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes po Was building on Sanitary Sewer? %Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes X'No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 0,75' RCE RCE RECEIVEti APR 17 2008 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of co ed data for d ermination of a r • d capacity charge. Signature of Owner /Representative /v'" Date y / ll. !b ' Print Name of Owner /Representative ? -%, Wa'I k : 1 S 1058 ?Rev 9/071 Whit. — Krnn rani in.. VA II n..r _ I "...nil Ca..rnr r•. _ Co..,e. r•Lter,.,..e. .w • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -193 DATE: 05 -12 -08 PROJECT NAME: DAPHNE'S GREEK CAFE SITE ADDRESS: 2600 SOUTHCENTER MALL FC -7 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: D?1Yision Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing stip.doc 2 -28-02 Structural Review Required Approved Approved with Conditions Notation: REVIEWER'S INITIALS: n n DATE: DATE: Planning Division Permit Coordinator DUE DATE: 05 -1 5-08 Not Applicable n No further Review Required n DUE DATE: 06 -12 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -193 DATE: 04 -17 -08 PROJECT NAME: DAPHNE'S GREEK CAFE SITE ADDRESS: 2600 SOUTHCENTER MALL FC -7 X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS : 'Of Al an ivlsion Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP rv r� Structural Review Required 'i1 c, 4,i -G& Fire Pr`dll�ntion A Division Public, S ork 4 - Ze DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -22 -08 Structural ❑ Permit Coordinator Incomplete DATE: Not Applicable Comments: ❑ No further Review Required DATE: DUE DATE: 05 -20 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: J �/ 2 D� Departments issued corrections: Bldg u 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. -a- 193 Date: 5 /i IOP) Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DAPHNE'S GREEK CAFE Project Address: 2600 Southcenter Mall, Suite FC -7 Contact Person: Ryan Watkins Summary of Revision: LSRECT A2- ioNcAT Ok) 1 is— rl nor sf a %it ►_ * ■ 'Pi nits ti RAMA, \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: SI ?. srRcicrugAL_ c,4LCALATt o ,3S Sheet Number(s): 2- "Cloud" or highlight all areas of revision including date of rev�sion Received at the City of Tukwila Permit Center by: — Entered in Permits Plus on�`0 -- 0 d Phone Number: 86 fr(pb - RECENED CRv OF TUKwn_, MAY 12 100 PERMIT CENTER License Information License WESTECS162R8 Licensee Name WESTERN CONSTRUCTION SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600602277 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 4612 NE MINNEHAHA STREET Address 2 09/10/2003 City VANCOUVER County CLARK State WA Zip 98661 Phone 3606995317 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/28/1984 Expiration Date 9/16/2009 Suspend Date Separation Date Parent Company Previous License Next License STRUCSI972MC Associated License Business Owner Information Name Role Effective Date Expiration Date EDWARDS, RONALD R PRESIDENT 09/10/2003 HURD - EDWARDS, JODIE L SECRETARY 09/10/2003 EDWARDS, PATRICIA A PRESIDENT 12/28/1984 09/10/2003 EDWARDS, ROBERT D SECRETARY 12/28/1984 09/10/2003 Look Up a Contractor, Elecn 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. I Bond Information Bond Bond Company Name Bond Account Effective Number Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= WESTECS 162R8 05/27/2008 DrPARTI'it NT N 1 THIS FOOD FACILITY 15 SERVICED BY MUNICIPAL WATER AND SEWER FROM THE CITY OF TUKWILA LEASE SPACE HAS A GROSS AREA OF Icf0 SF, 2 ALCOHOLIC BEVERAGES WILL NOT BE SERVED AT THIS FACILITY. 3 THIS FOOD FACILITY IS A SINGLE SERVICE FOOD COURT RESTAURANT. 4 THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT 15 3 5 ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL. SANITATION FOUNDATION (NSF) STANDARDS. 6 ALL LAVATORIES AND HAND SINKS MUST HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WARM WATER FOR A MINIMUM OF IO SECONDS. 1 THE HEIR COMMERCIAL WATER HEATER 15 CAPABLE OF CONSTANT HOT WATER AT A TEMPERATURE OF AT LEAST 120 de9. TO SINKS AND LAVATORIES. THE WATER HEATER IS SIZED FOR ALL SINKS AT THE PEAK HOURLY DEMAND. 8 ALL OPENABLE WINDOWS, VENT OPENINGS MUST BE PROVIDED IN/TIGHT FITTING SCREENS OF MIN. 16 MESH TO THE INCH. ALL PLUMBING, ELECTRICAL 4 GAS LINES SHALL BE CONCEALED WITHIN THE BLDG. STRUCTURE, ALL LINES NOT CONCEALED TO BE SECURED 6" OFF FLOOR $ 3/4" FROM WALLS USING OFFSET BRACKETS. 10 ALL SHELVING OVER NET AREAS (SINKS, MOP SINKS, ETC.) WILL SE GALV. METAL OR STAINLESS STEEL. n SHATTER SHIELDS FOR ALL LIGHTS ABOVE FOOD PREP, WORK 4 STORAGE AREAS WILL BE PROVIDED. 12 AIR SCREENS CANNOT REPLACE EXTERIOR STRUCTURAL WALLS AT ANY FOOD FACILITY AIR SCREENS ARE PERMITTED ONLY OVER DOORS. THEY CANNOT BE PROPPED OPEN. 13 AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTASLE WATER SUPPLY 4 A SOURCE OF CONTAMINATION. 14 EACH HAND SINK IS TO HAVE A COMBINATION FAUCET CAPABLE OF SUPPLYING WARM WATER FOR MIN. OF 10 SECONDS - SINK 15 TO BE SUPPLIED W/ HOT (MIN. 120F) 4 COLD RUNNING WATER UNDER PRESSURE AND MUST HAVE A WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSER. 15 IF A HANDSINK IS LOCATED ADJACENTLY TO A FOOD PREPARATION OR UTENSIL WASHING SINK, THEN A BARRIER IS REQUIRED TO PREVENT SPLASH -AVER FROM THE HANDSINK TO THE FOOD PREP/UTENSIL SINK. THE BARRIER IS TO BE THE LENGTH OF THE SINK, AT LEAST 12 INCHES IN HEIGHT AND HAVE A MINIMUM OF TWO INCHES CLEARANCE EACH SIDE OF THE BARRIER. THE BARRIER MUST BE CONSTRUCTED OF WATERPROOF MATERIAL, FIRMLY ATTACHED TO THE WALL OR OTHER APPROVED STRUCTURE. 16 UTENSIL SINK MUST BE PROVIDED IN/ A MIXING VALVE 4 SPOUT CAPABLE OF REACHING EACH COMPARTMENT 17 ALL UTENSIL SINK COMPARTMENTS TO BE MIN. OF 18" x IS" x 12" DEEP (OR 16" x 20" x 12" DEEP) WITH A MIN. 18" ORAINBOARD AT EACH ENO, HOWEVER, SINK MUST 15E ABLE TO ACCOMMODATED THE LARGEST UTENSIL TO SE ]HASHED. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BAGKSPLASH. IS WATER SUPPLY TO GARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PROTECTOR. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEINER WITH A LEGAL AIR GAP. la SHELVES INSTALLED ON NALL ARE TO HAVE A MIN. I" GAP OR OPEN SPACE BETWEEN THE SACK EDGE OF THE SHELF AND THE WALL SURFACE, OTHERWISE, THE SACK EDGE OF THE SHELF MUST BE SEALED TO THE WALL WITH AN APPROVED SEALANT. 20 THE JANITORIAL SINK MAY SE WALL MOUNTED OR A CURBED ARE PROPERLY SLOPED TO A DRAIN, CURBED AREAS SURFACES NEED TO BE SMOOTH, IMPERVIOUS AND OF AN EASILY GLEANABLE CONSTRUCTION. ALL JANITORIAL SINKS ARE TO BE SUPPLIED W/ HOT AND COLD RUNNING WATER TO A MIXING TYPE FAUCET. THE FAUCET SPIGOT END IS TO HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED SACK -FLOW PREVENTION DEVICE ATTACHED. 21 ALL FOOD RELATED AND UTENSIL RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL. STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM. 22 ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS OR COMPLETELY SEALED IN POSITION ON A 4" HIGH CURB WITH CONTINUOUSLY COVED SASE. 23 IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF - SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST SE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM. 24 ALL EXTERIOR DOORS MUST OPEN OUTWARD AND BE SELF - CLOSING AND TIGHT FITTING. ALL RESTROOM DOORS MUST SE SELF - CLOSING AND TIGHT FITTING. 25 LIGHT OF AT LEAST 50 FOOT CANDLE INTENSITY MUST SE PROVIDED DURING HOURS OF OPERATION IN THE KITCHEN AND OTHER FOOD HANDLING AREAS. OTHER AREAS (INCLUDING WALK -IN REFRIGERATION $ FREEZER UNITS) MAY OPERATE WITH A LIGHT INTENSITY OF AT LEAST 10 FOOTGANDLES, EXCEPT DURING CLEANINGS ACTIVITIES WHEN AT LEAST 50 FOOTGANDLES MUST BE PROVIDED 26 FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE AN APPROPRIATE GRATE COVER. 21 MOP SINKS ARE TO SE A MINIMUM OF 24" x 24" AMP SE FLOOR MOUNTED TYPE OR CAN WASH AREA LARGE ENOUGH TO ACCOMMODATE FLOOR MATS. 25 ALL CHEMICAL DISPENSING SYSTEMS TO BE INSTALLED DOWNSTREAM OF A PROPERLY INSTALLED AND TESTED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS TO BE ATTACHED TO MOP SINK FAUCET_ 2a SLOPE OF THE FLOOR TO THE PRAIN(5) {5 APPROXIMATELY 1/4 INCH PER 2 FOOT RADIUS. 30 THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT, AND THE WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 31 EXHAUST A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILETS, JANITOR CLOSETS WITH MOP SINKS, ANTEROOMS AND DRESSING ROOM 52 ALL SEAMS, GAPS, OPENINGS TO 5E PROPERLY SEALED. 33 IF THE TRASH AREA FOR THE ESTABLISHMENT IS LOCATED OUTSIDE A CONCRETE SLAB WILL 8E PROVIDED FOR TRASH, GARBAGE 4 GREASE BARREL STORAGE. THE INTERIOR SURFACE OF THE WALLS OF THE TRASH ENCLOSURE SHALL SE SMOOTH, SEALED AND WASHABLE) 34 WALL 4 CEILING FINISHES IN ALL KITCHEN, FOOD PREP, WORK 4 STORAGE AREAS SHALL BE LIGHT IN COLOR WITH A REFLECTANCE VALUE OF 10% OR GREATER. DAPHNE'S WESTFIELD SOUTHCENTER MALL FOOD COURT TUKWTLA, WA PROJECT 17ESCR I PT I ON : FROJEGT SUMMARY ADDRESS MALL INFORMATION: G 2600 SOUTHCENTER MALL #FG -7 TUK1NILA, WA 6SI S AREA OP TENANT IMPROVEMENTS: 1 S.E OCCUPANCY: B, RESTAURANT OCCUPANT LOAD: KITCHEN - 7qO S_F, / 200 GROSS = 4 OCC. TENANT IMPROVEMENTS - CONSTRUCT A SINGLE SERVICE RESTAURANT WITHIN AN EXISTING MALL FOOD COURT SPACE NEV' INTERIOR PARTITIONS, CEILINGS, ELECTRICAL, LIGHTING, PLUMBING 4 HVAC EXISTING ENCLOSED SHOPPING MALL IN/ FOOD COURT CONSTRUCTION TYPE : TYPE I -B, FULLY SPR I NKLERED 05--1•B /.. °VAL I.i:' ?UXRED APL I GABLE GODES: 2006 I NTERNATIONAL BUILDING CODE IN/ WASHINGTON AMMENDMENTS 2006 I NTERNATIONAL MEGHAN I GAL CODE IN/ WASHINGTON AMMENDMENTS 2006 UNIFORM PLUMBING GLIDE IN/ NIA SH I NGTON AMMENPMENTS 2006 INTERNATIONAL FIRE CODE 1N/ WASHINGTON AMMENDMENTS 2006 WASH I NGTON STATE ENERGY GORE 2005 NATIONAL ELECTRICAL CODE ( INIT A p NORTH DR ALid NG TI HEALTH DEPT. NOTES, PROJECT DATA, CONTACTS, VICINITY MAP 4 DRAWING INDEX T2 SITE PLAN AO DOOR 4 FINI SCHEDULES Al FLOOR PLAN, REFLECTED CEILING PLAN, FLOOR FINISH PLAN A2 ELEVATIONS AS ELEVATIONS A4 SECTIONS 4 DETAILS 51.01 STRUCTURAL NOTES $ DESIGN CRITERIA 52.01 ROOF FRAMING PLAN 4 DETAILS ICI KITCHEN EQUIPMENT PLAN MI MECHANICAL ROOF $ FLOOR PLAN, EQUIPMENT SCHEDULE M2 EXHAUST HOOD DETAILS PI WASTE/VENT PIPING PLAN, WATER PIPING PLAN P2 PLUMBING FIXTURE SCHEDULE, DETAILS $ CALCULATIONS El POWER PLAN, PANEL SCHEDULES, NOTES , SINGLE LINE DIAGRAM E2 LIGHTING PLAN, LIGHT FIXTURE SCHEDULE I (TIDE COVI?1.31,14CE. APPRO ITEM RESPONSIBILITY MATRIX SUPPLIED BY INSTALLED BY INSTALLJCONN. BY OWNER G.C. OWNER G.C. G.C. D.C. E.C. M.C. P.C. PERMITS & DRAWINGS BUILDING /HEALTH PERMIT (OWNER SHALL APPLY FOR THE PERMITS - G.C. TO PICK -UP AND PAY FOR ALL PERMIT FEES. OWNER TO REIMBURSE PERMIT FEES_) BUILDING DRAWINGS (OWNER TO PROVIDE G.C. DRAWINGS FOR CONSTRUCTION) ELECTRONICS P.O.S. (POINT OF SALE) CONDUIT, WIRING, WALL PLATES FOR P.O.S. SYSTEM TELEPHONE SYSTEM EQUIPMENT FOOD SERVICE EQUIPMENT (REFER TO EQUIPMENT SCHEDULE) BEVERAGE DISPENSING EQUIPMENT (INSTALLED BY VENDOR UTILITY CONNECTIONS BY G.C. AS NOTED) REFRIGERATION SYSTEM FIRE EXTINGUISHERS TYPE 1 EXHAUST HOOD EXHAUST DUCTNVRAP EXHAUST FAN & CURB, MAKE -UP AIR FAN ROOF CURBS DUCTWORK CONSTRUCTION MATERIALS DOORS, FRAMES /HARDWARE TOILET ACCESSORIES PLUMBING FIXTURES MOP SINK WATER HEATER WATER FILTER SYSTEM (IF REQ'D.) FURNISHINGS FURNITURE /MILLWORK FINISH MATERIALS WALL BASE (61) (B2 & B4) CEILING (CLG1, CLG2, CLG3) FLOORING (FT1, FT2, FT3) WALLS WALL TILE 2x2 ACCENT TILE PAINT FRP LIGHTING (sEE SCHEDULE) FIXTURES WAINSCOT SIGNAGE INTERIOR ARTWORK EXTERIOR SIGNAGE • • • • • • • • • • • • • • • • • • • • • • • • • • • • S • • • x • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C • \TACTS LANDLORD: WESTFIELP SOUTHCENTER 635 SOUTHCENTER MALL, TRAILER #3 SEATTLE, WA ci8I &S CONTACT: RYAN ONAN PHONE: (626) 2I6 -6156 TENANT: FILI ENTERPRISES, INC. 6125 CORNERSTONE CT. E. #100 SAN DIEGO, CA 1212I CONTACT: TIM CORCORAN PHONE: (855) - 184 -OSII EXT. IOQ FAX: (858) 184 -OS25 PROJECT COORDINATOR: STUDIO G 6125 CORNERSTONE CT. E. #200 SAN DIEGO, GA 4 1212I CONTACT: RYAN WATKINS PHONE: (S55) S66 - O8Sci FAX: (553) S66 -0868 FILE PY Permit No Plar review approval Is abject to eirois and ontssions. Approval of construction dominate; does not the violation of any adopted code or owe. Receipt of approved Fwd yanaconda= is edged: BY Date: sr/rimy City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED O 4 meichanicat eiectrioas (irplumbin9 EYE Piping City of Tukwila BUILDING DIVISION 193 RECEIVED APR 17 2008 PERMIT CENTER DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a REVISIONS SHEET NUMBER T1 PROJECT LOCATION FOOD COURT SPACE #FC -7 44 H J1 F WOMEN'S PUBLIC RESTROOM MEN'S PUBLIC RESTROOM 1" ) A s t NORTH JCPenne ELEVATOR "ACCESSIBLE" PARKING SPACES --Q .„,n0E COMPLIANCE APPRO \ _________cc.HotlkAM 2 c( u 2.: ia EARS -7 ,1 DbesNeyteco RECEIVED APR 17 2008 PERMIT CENTER DATE: 03/26/08 JOB NO: 28 —.... -- DRAWN: CHECKED; C O R T L A N D M 0 R G A N. A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LU z S 0 U REVISIONS SHEET NUMBER T2 TYPE A ACCgSSIBLM DooR CLEARANCE DOOQ T'f`P S PULL SIDE LEVER TYPE HDWRE_ 56" x 12" BRUSHED 5/S KICK PANEL (PUSH SIDE ONLY) • I' -6" 1_ INT. DOORS 2 J-0 ..1 EXT. DOORS PROVIDE THIS ADD'L. SPACE IF DOOR IS EQUIPPED W/ LATCH 4 CLOSER ACCESSIBLE DOOR THR S OLD DOOR HARDWARE SCHLAGE RHO, 626 LEVER HARDWARE TO ACCEPT I/G CORE W/ FS KEYWAY HINGES (5): STANLEY #CBI°iI CLOSER: DORMA 7-100 SERIES DOOR STOP: IVES #F5446, U526O BRUSHED S/S KICK PANEL 0OR NOTES I. DOOR TO BE A MINIMUM SIZE OF 3' IN WIDTH 6'.-8" IN HEIGHT 2. POOR TO OPEN A MINIMUM OF qO DEGREES 3. CLEAR WIDTH OF DOORWAY IS 52" MINIMUM 4. BOTTOM IO" OF DOOR SHALL HAVE A SMOOTH SURFACE THAT ALLOWS DOOR TO BE OPENED BY A WHEEL- CHAIR FOOT REST 5. 5 POUNDS MAXIMUM PRESSURE TO OPERATE INTERIOR DOORS 6. 5 POUNDS MAXIMUM PRESSURE TO OPERATE EXTERIOR DOORS 1. 15 POUNDS MAXIMUM PRESSURE TO OPERATE FIRE DOOR 8. 48" CLEAR SPACE MUST BE PROVIDE BETWEEN TWO DOORS IN SERIES IN ANY POSITION °I. LATCHING OR LOCKING DOORS THAT ARE HAND OPERATED ARE OPERABLE WITH A SINGLE EFFORT (ex. LEVER, PANIC BAR, PUSH /PULL) 10. DOOR CLOSERS MUST BE SET SO THAT IT TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OP 10 DEGREES TO WITHIN 5" OF THE LATCH II. EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PA ANT: PTT: T.B.D. - TO MATCH (GTI) PTS: DUNN EDWARDS 4 (DE5516 RICH IVORY, (WALLS WHERE SPECIFIED, GYP. BD. SOFFITS /CEILINGS) LO SHEEN U.O.N. (SEMI -GLOSS IN RESTROOMS) - LRV 82 TILE: GTI: CT2: PORCELAIN WALL TILE - CROSSVILLE #AIIO1 MUDPIE, 6" x 12" CASA OLIVE #038 IRRIDESCENT BY OCEANSIDE GLASSTILE (GREEN), 2" x 2" (BEVELED EDGE FACING OUT, WHITE THINSET BEHIND TILES, NO TROWEL MARKS) CTS: CASA AMBER #OOG IRRIDESGENT BY OCEANSIDE C LASSTILE (ORANGE), 2" x 2" (BEVELED EDGE FACING OUT, WHITE THINSET BEHIND TILES, NO TROWEL MARKS) CT4: T.B.D. CT5: ASI PORCELAIN COLLECTION MOSAIC, PHOENIX STYLE #FLCCS44 (HORIZONTAL) GTI GT5: GT4: WALLS: FRP: WD1: WD2: FLOORS: CUSTOM BUILDING PRODUCTS #5O NUTMEG (DECORATIVE TILE) CUSTOM BUILDING PRODUCTS 4tI85 NEV TAUPE (CT -I) EPDXY GROUT #6O CHARCOAL (FTS 4 52) MARLITE P -LOO, WHITE (FLOOR TO GELLING U.Q.N) MOHAGANY WOOD SIDING - SEE SHEET A2 ASI FIR #FLKS1A1003 END GRAIN WOOD BLOCK FLOORING LAMINATES: PLI: ARPA BY INTERLAM #4018 LIGHT MAHOGANY, GLOSS STONE 4 SOL I SURFACE: 5Th GRANITE: DAL -TILE #6511 MADURA GOLD ST2: DUPONT ZODIAC?, CLOUD WHITE SST: CORIAN, ADOBE WOOD STAIN: ASI: WOOD STAIN - CUSTOM MIX TO MATCH COLOR SAMPLE PROVIDED BY DAPHNE'S INI FTS: 8" x 8" PORCELAIN TILE - CROSSVILLE ECO- CYCLE, LIGHT GRAY #ROOI (SMOOTH - UNDER EQUIPMENT) #ROOICTS (ABRASIVE - GENERAL TRAFFIC AREAS) WALL BASE: 52: PORCELAIN COVE TILE BASE - CROSSVILE #ROOT, LIGHT GRAY; 6x8 COVE L/R COVE 4 Ix6 I/O FINGER 135: CUSTOM STAINLESS STEEL - 4" HIGH CEILING: GLGS: ARMSTRONG VL 44'510 TILE (VINYL FACED, NON - PERFORATED) 24 "x48 "x5 /8" W/ ARMSTRONG PRELUDE XL I5 /I6" EXPOSED I ti= SUSPENSION SYSTEM GLASS: 1/4" CLEAR PANE GLASS W/ LIGHT BLUE FILM (T.B.D.) - TEMPERED WHERE CODE REQUIRES. SP CI 'CATIONS M I SCELL4NEOL1 : WALL ACCESS PANELS 4 PLUMBING CLEAN -OUT COVERS: STAINLESS STEEL: WAINSCOT WALLS MCI WC2), TILE WALLS (GTI) $ FRP PAINTED: GYP. BD. WALLS (PAINT TO MATCH WALL) CAULKING/SILICONE: PAINTABLE: AREAS WITH PAINTED WALLS, JOINTS AT S/S # MILLWORK JOINTS AT COVE BASE k MILLWORK 4 JOINTS AT ARTWORK 4 WALL GRAY: JOINTS BETWEEN 5/S 4 DRYWALL WHITE: AREAS WITH FRP WALLS NOTE: CAULKING BETWEEN MILLWORK 4 WALLS TO BE DONE BY PAINTER OR G.G. WALL MOUNTED ARTWORK PROVIDED BY DAPHNE'S, INSTALLED BY G.G. SNEEZE GUARD GLASS: PROVIDED $ INSTALLED BY MILLWORK CONTRACTOR \ - RE'llietNE15-VOR ‘ APPROVE t MAY 2 n t 1 ------- CA Tuklacsv 1 WILDING DM...A Ob I ‘1,ECEIVED AIR 17 2000 a)ERMIIT CENTER DATE: 03/26/08 JOB NO: 28 - -- DRAWN: ' CHECKED: C O R T L A N D CIMA M O .. R .G • A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U C REVISIONS SHEET NUMBER AO NOTE: PROVIDE ISGA MTL. STRAPPING OR PLYWOOD BACKING AT ALL WALL MNTD. EQUIPMENT LOCATIONS PL ". P1 4 1 / l► =1 , - II r;; F 1 / "= 1iy0 DTI a► CEl NG AN 5 5/4 "h CONC. EQUIPMENT CURB (S /S COVE BASE) -j 13Y MILLWORK I CONTRACTOR SEE ELEVATIONS ON SHEET A2 FOR FINISHES FACING FOOD COURT _L 1/4' --711 -011 t + 1 _T_ • 1 4'15 =NISH I `k msv (GTI) TO 48" A.F.F. (PTI) ABOVE CT-1 mss -:a; O C 41\ 1 EXISTING WALL TO REMAIN NEW PARTITION WALL - SEE PTL. 6/A4 NOTE: G.G. SHALL PROVIDE GYP. BD., TAPE 4 FINISH FOR ALL EXISTING WALL5 WITHIN TENANT SPACE -- (V.I.F.) RCP LEND 2x4 LENSED TROFFER RECESSED LIGHT FIXTURE RECESSED WALL WASHER LIGHT FIXTURE LW ILLUMINATED EXIT SIGN /EMERGENCY LIGHT COMBO GO MIN. BATTERY BACK -UP POWER SUPPLY WALL MOUNTED EMERGENCY LIGHT g S '-O" A.F.F RO MIN. BATTERY BACK -UP POWER SUPPLY SUPPLY AIR DIFFUSER - SEE MECH'L. SHEETS RETURN AIR GRILLE - SEE MECH'L. SHEETS <War NOTES n 2 n n 7 U ID II PRE -FAB. WALK -IN COOLER - ATTACH TO (E) CONC. SLAB W/ FACTORY PROVIDED GALV, STL. CHANNEL ATTACHED W/ POWDER DRIVEN SHOT PINS 0 24' O.G. 12 S/S EXHAUST HOOD - SEE MECHTL. SHEETS Its 14 15 16 17 )IS MILLWORK SERVICE COUNTER MILLWORK EQUIPMENT SCREEN MILLWORK HAND SINK CABINET MILLWORK DINING COUNTER (SEATING BY LANDLORD) (E) STEEL COLUMN FIXED STEEL ROOF ACCESS LADDER PASS -THRU SHELF -- REF: 1/A4 TYPE "K" FIRE EXTINGUISI -FER WALL MOUNTED @ 46" A-F-F- ELECTRICAL PANEL - SEE ELEGT'L. SHEETS ANSUL PULL BOX @ 46" A.F.F. FOR EXHAUST HOOD FIRE SUPPRESSION SYSTEM - CONDUIT TO RUN INSIDE WALL RECESSED T.V. '5 IN SOFFIT (PROVIDED SY OWNER) -- SEE ELEVATIONS RAISE GELLING AT ELECTRICAL TRANSFORMER - SEE DTL. 5 /EI EXTEND SOFFIT DETAIL DOWN VERTICAL FACE OF WALL BUILD --OUT @ SOFFIT FOR SIGNAGE - COORDINATE DIMENSIONS W/ SIGN CONTRACTOR. (SIGNAGE UNDER SEPARATE PERMIT) 5 5/4" HIGH CONCRETE EQUIPMENT PLATFORM W/ TILE FINISH 4 COVE BASE PER PLAN NOTCH PLATFORM FLOOR SINK LOCATION S - SEE PLMB'C. PINGS. EXTEND MALL FLOOR TILE TO MILLWORK CABINETS WITHIN LEASE SPACE - TILES MUST BE FULL TILES; REPLACE CUT TILES AS REQ'D. WALL MNT_ ST^ /STL_ PAPER TOWEL 4 SOAP DISPENSER @ HAND SINK LOCATION FLOOR FINISH NOTES I. FLOORS TO BE DURABLE, SMOOTH AND IMPERVIOUS TO WATER, GREASE AND ACID, AND OF EASILY GLEANABLE CONSTRUCTION, E.G., QUARRY OR CERAMIC TILE. 2. FLOOR DRAINS TO BE INSTALLED IN ANY FLOORS THAT ARE WATER FLUSHED FOR CLEANING, AND /OR WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED. WHERE FLOOR DRAINS ARE UTILIZED, FLOOR SURFACE TO BE SLOPED TO THE FLOOR DRAINS. SLOPE TO BE A MINIMUM OF 1/4 INCH PER FOOT. 5. FLOORING UNDER EQUIPMENT AND ON THE COVE BASES TO SE COMPLETELY SMOOTH. FLOOR SURFACES WHICH CONTAIN NONSKID AGENTS TO BE RESTRICTED TO TRAFFIC. AREAS ONLY. 4. A CONTINUOUS SELF -COVING BASE (MINIMUM 4" HIGH WITH S/S INCH RADIUS COVE) IS REQUIRED IN KITCHENS, FOOD PREPARATION ROOMS, DISH AND UTENSIL WASHING ROOMS, JANITORIAL ROOMS, INTERIOR. TRASH ROOMS, (RESTROOMS MIN. 5" WITH S/S INCH RADIUS COVE) WALK -IN COOLERS, BEHIND ALL BARS AND IN ANY OTHER ROOMS CONTAINING PLUMBING FIXTURES. VINYL TOPSET COVE BASE IS NOT ACCEPTABLE. 5. THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM GIO25B TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE INSTALLATION OF THE FLOOR COVERING, A WRITTEN STATEMENT FOR THE FLOORING MANUFACTURER MUST BE SUBMITTED TO THE DEVELOPMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE. 6. GROUT SHALL SE APPLIED TO TOP OF TILE BASE 4 BOTTOM QF MILLWORK CABINETS TO PROPERLY SEAL GAP G.G. TO INSTALL WATERPROOF MEMBRANE PRIOR TO INSTALLATION OF FLOOR TILE. THE MEMBRANE SHALL EXTEND UP WALLS MIN. 12 ". THE MEMBRANE SHALL SE A 2 PART TROWEL APPLICATION WITH GLASS FIBER FABRIC, REINFORCEMENT (LATICRETE 1235 OR SUMMITVILLE S - QODO) INSTALL WATER TIGHT THRESHOLD @ SERVICE DOOR. DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: LIM IA C 0 -R T LAN D M U R _ 6 A A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS RECEIVED APR 17 2008 PERMIT CENTER N U SHEET NUMBER Al l (V f IF � iii ii iix'xx nflPJI i, ry �i i NOTE: PROVIDE ISGA MTL. STRAPPING OR PLYWOOD BACKING AT ALL WALL MNTD. EQUIPMENT LOCATIONS PL ". P1 4 1 / l► =1 , - II r;; F 1 / "= 1iy0 DTI a► CEl NG AN 5 5/4 "h CONC. EQUIPMENT CURB (S /S COVE BASE) -j 13Y MILLWORK I CONTRACTOR SEE ELEVATIONS ON SHEET A2 FOR FINISHES FACING FOOD COURT _L 1/4' --711 -011 t + 1 _T_ • 1 4'15 =NISH I `k msv (GTI) TO 48" A.F.F. (PTI) ABOVE CT-1 mss -:a; O C 41\ 1 EXISTING WALL TO REMAIN NEW PARTITION WALL - SEE PTL. 6/A4 NOTE: G.G. SHALL PROVIDE GYP. BD., TAPE 4 FINISH FOR ALL EXISTING WALL5 WITHIN TENANT SPACE -- (V.I.F.) RCP LEND 2x4 LENSED TROFFER RECESSED LIGHT FIXTURE RECESSED WALL WASHER LIGHT FIXTURE LW ILLUMINATED EXIT SIGN /EMERGENCY LIGHT COMBO GO MIN. BATTERY BACK -UP POWER SUPPLY WALL MOUNTED EMERGENCY LIGHT g S '-O" A.F.F RO MIN. BATTERY BACK -UP POWER SUPPLY SUPPLY AIR DIFFUSER - SEE MECH'L. SHEETS RETURN AIR GRILLE - SEE MECH'L. SHEETS <War NOTES n 2 n n 7 U ID II PRE -FAB. WALK -IN COOLER - ATTACH TO (E) CONC. SLAB W/ FACTORY PROVIDED GALV, STL. CHANNEL ATTACHED W/ POWDER DRIVEN SHOT PINS 0 24' O.G. 12 S/S EXHAUST HOOD - SEE MECHTL. SHEETS Its 14 15 16 17 )IS MILLWORK SERVICE COUNTER MILLWORK EQUIPMENT SCREEN MILLWORK HAND SINK CABINET MILLWORK DINING COUNTER (SEATING BY LANDLORD) (E) STEEL COLUMN FIXED STEEL ROOF ACCESS LADDER PASS -THRU SHELF -- REF: 1/A4 TYPE "K" FIRE EXTINGUISI -FER WALL MOUNTED @ 46" A-F-F- ELECTRICAL PANEL - SEE ELEGT'L. SHEETS ANSUL PULL BOX @ 46" A.F.F. FOR EXHAUST HOOD FIRE SUPPRESSION SYSTEM - CONDUIT TO RUN INSIDE WALL RECESSED T.V. '5 IN SOFFIT (PROVIDED SY OWNER) -- SEE ELEVATIONS RAISE GELLING AT ELECTRICAL TRANSFORMER - SEE DTL. 5 /EI EXTEND SOFFIT DETAIL DOWN VERTICAL FACE OF WALL BUILD --OUT @ SOFFIT FOR SIGNAGE - COORDINATE DIMENSIONS W/ SIGN CONTRACTOR. (SIGNAGE UNDER SEPARATE PERMIT) 5 5/4" HIGH CONCRETE EQUIPMENT PLATFORM W/ TILE FINISH 4 COVE BASE PER PLAN NOTCH PLATFORM FLOOR SINK LOCATION S - SEE PLMB'C. PINGS. EXTEND MALL FLOOR TILE TO MILLWORK CABINETS WITHIN LEASE SPACE - TILES MUST BE FULL TILES; REPLACE CUT TILES AS REQ'D. WALL MNT_ ST^ /STL_ PAPER TOWEL 4 SOAP DISPENSER @ HAND SINK LOCATION FLOOR FINISH NOTES I. FLOORS TO BE DURABLE, SMOOTH AND IMPERVIOUS TO WATER, GREASE AND ACID, AND OF EASILY GLEANABLE CONSTRUCTION, E.G., QUARRY OR CERAMIC TILE. 2. FLOOR DRAINS TO BE INSTALLED IN ANY FLOORS THAT ARE WATER FLUSHED FOR CLEANING, AND /OR WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED. WHERE FLOOR DRAINS ARE UTILIZED, FLOOR SURFACE TO BE SLOPED TO THE FLOOR DRAINS. SLOPE TO BE A MINIMUM OF 1/4 INCH PER FOOT. 5. FLOORING UNDER EQUIPMENT AND ON THE COVE BASES TO SE COMPLETELY SMOOTH. FLOOR SURFACES WHICH CONTAIN NONSKID AGENTS TO BE RESTRICTED TO TRAFFIC. AREAS ONLY. 4. A CONTINUOUS SELF -COVING BASE (MINIMUM 4" HIGH WITH S/S INCH RADIUS COVE) IS REQUIRED IN KITCHENS, FOOD PREPARATION ROOMS, DISH AND UTENSIL WASHING ROOMS, JANITORIAL ROOMS, INTERIOR. TRASH ROOMS, (RESTROOMS MIN. 5" WITH S/S INCH RADIUS COVE) WALK -IN COOLERS, BEHIND ALL BARS AND IN ANY OTHER ROOMS CONTAINING PLUMBING FIXTURES. VINYL TOPSET COVE BASE IS NOT ACCEPTABLE. 5. THE SURFACE OF FLOORS SHALL BE SLIP RESISTANT. WHEN TESTED IN ACCORDANCE WITH ASTM GIO25B TEST PROCEDURE FOR COEFFICIENT OF FRICTION, TILE MUST ACHIEVE A WET AND DRY VALUE OF NOT LESS THAN 0.60. PRIOR TO THE INSTALLATION OF THE FLOOR COVERING, A WRITTEN STATEMENT FOR THE FLOORING MANUFACTURER MUST BE SUBMITTED TO THE DEVELOPMENT OF BUILDING AND SAFETY STATING THAT THE PRODUCT TO BE INSTALLED MEETS CURRENT INDUSTRY STANDARDS FOR SLIP RESISTANCE. 6. GROUT SHALL SE APPLIED TO TOP OF TILE BASE 4 BOTTOM QF MILLWORK CABINETS TO PROPERLY SEAL GAP G.G. TO INSTALL WATERPROOF MEMBRANE PRIOR TO INSTALLATION OF FLOOR TILE. THE MEMBRANE SHALL EXTEND UP WALLS MIN. 12 ". THE MEMBRANE SHALL SE A 2 PART TROWEL APPLICATION WITH GLASS FIBER FABRIC, REINFORCEMENT (LATICRETE 1235 OR SUMMITVILLE S - QODO) INSTALL WATER TIGHT THRESHOLD @ SERVICE DOOR. DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: LIM IA C 0 -R T LAN D M U R _ 6 A A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS RECEIVED APR 17 2008 PERMIT CENTER N U SHEET NUMBER Al MOHAGANY DOOR FR SCHED. I •••• • • 7 - '7 - •••' ''7 - 7"7•••7 ••" '7••••• •••••• ,• • 7 '7 • ". `7 • 7 - •" ---• - •-••• • • MIUMNIIIIMMONINI ■•■• • • • •--H - - -; • ! •- • • „ I • • .'••• "::••• • • L. IC I. -• •". - • - • L. =••• • ■• • rtmulammasensrammuirans=xemunnurcommarrtr—Inr-a=minfutimm=t UNIMIN=:= • U 'I iiTTfl1Ti1fIFflfl SOLID SURFACE SOFFIT DETAIL (SSI) SIGNAGE LOCATION (VERIFY DIMS.) EXTEND SOFFIT DTL. DOWN IALL (SSI) TILE BEYOND (CTI) MILLWORK. P.O.S. SHROUD (PL I) COUNTERTOP (STI) (FINISHES or MALL) MOHAGANY WOOD (NDI) (E) MALL CURTAIN NALL COUNTERTOP 4 BACKSPLASH (STI) (E) MALL COLUMN (FINISHES BY MALL) STAINLESS STEEL BASE (85) TYP. 0 VAT 3/6" :1' -10" I I I x 6 MOHAGONY PLANKS STAIN SEAL (fr4s') I I I I O GLASS TILE MOSAIC (CT2, c. 5 CT4) I ACI\G lx5 MOHAGANY SLEEPER. g 52" O.G. - SCREW TO WALL FRAMING - CONCEAL SCREN HEADS @ PLANK LOCATIONS STAINLESS STEEL SCREWS TYP OF 4 EA. SLEEPER (COUNTER.SINK SCR.EIN HEADS) SOLID SURFACE WRAP (ST2) NoTE: DECORATIVE MOHAGONY SIDING SHALL 15E FINISHED WI FIRE RETARDANT SEALER TO ACHIEVE A GLASS a (MIN.) FINISH. - 15C, 505.1, ao6.) FIRE RETARDANT SEALER. - FIRE RETARDANTS, INC. - BURN I5ARRIER-N OR APPROVED EQUAL. Noop PLANKS (NI72) W/ REVERSE CHANNEL REVEAL (CLR. ANOD. ALUM.) TEMP. GLASS SNEEZEDGUARD (W/ COLORED FILM) GLASS TILE MOSAIC. (CT2, CT5 CT4) SKEWED VIEW EXTENTS OF DAPHNE'S FINISHES SEE ELEVATION #1 FOR FINISH CALL-OUTS 3_, • : r - 1 rt Tr • r • MENEM• 1•11111•MON111.111111111111MMIONNIMIMEM% IMMOMOMINEM1111110211111 EMMA Ho: H '7 77 7 , 7r RECESSED T.V.S (5) IN HOOD SURROUND (SEE DTL. 4/A4) SKEWED VIEN ATE =o" Cl N "..\ - SIGNAGE LOCATION (SIGNAGE UNDER SEPARATE PERMIT) , 2-••••-•-•••... DAPHNE'S FINISHES , MALL FINISHES 7-?rOrn-', DI\PCiON 0 CORRECTION _z= 14 3 flCEjVFfl MAY 12 2008 ERMIT CENTER DATE: 03/26/08 JOB NO: 25-- DRAWN: CHECKED: WIA CORTLAND MORGAN ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 .111111111111111.1111111111.111111111111.111 N LL 11.110R ••• •-. 5/7/08 P.C. REVS. REVISIONS 1=11111111■1111111•1111,1111111 SHEET NUMBER A2 T.V. T.V. f _.......... _. __{ T.V. ....1 1- 0 i(1 \ \ \ (ST2) ar X MI LLWORK EQUIP. SCREEN 1- FRP BEHIND EQUIP. 3/5":1'=0" \ \ SOFFIT DTL. (SSI) 3 /B =1 SOFFIT DTL. ON VERT. FACE OF WALL (SSI) COLORED GLASS SNEEZEGUARD 71 V4TI H 1 VAT vATl SOFFIT DTL. (SSI) MILLWORK SURROUND (ST2) -- I IIII i 1 rg 4 1 ' I i r . • — SI&NAGE UNDER SEPARATE SUBMITTAL $ PERMIT r I I COLORED GLASS SNEEZEGUARD S/S WALL PANELS 5EHIND HEATED ECU! P. (VERIFY LOCATION) • / / i III II III 1I I -I I I I I il ly= I _ �tfl • I �._L U r-i- I L J Ia _ 'III - ; I- 1 F - - - I LINE OF HOOP SURROUND EQUIPMENT CURB COVE TILE SASE PASS-THRU LINE OF G'i'P. BD. GELLING EQUIPMENT SHOWN DASHED - SEE SHEET KI FOR EQUIPMENT $ SCHEDULE PORCELAIN TILE (CTI) S/S CASED OPEN'S. (PASS -THRU) AR a L.. • / r (FRP) BEHIND EQUIP. EQUIP. CURB W/ COVE TILE BASE LINE OF GYP. BD. CEILING BUTT JOINT (SEALED) COLORED GLASS EXHAUST HOOP SURROUND S/S WALL CAP PORCELAIN TILE (CTI) - TYP. MILLWORK HAND SINK CABINET (SIDE VIEW) EQUIPMENT CURB W/ COVE TILE BASE L INE OF GYP. SD. CEILING SOFFIT DTL. (551) SOFFIT DTL. DOWN WALL (551) MILLWORK P.0.5. SHROUD (PL I) BASE CABINET W/ OPEN STORAGE Kt i C CABINET BASE W/ COVE TILE i % \ (E) STL. COLUMN (WRAP IN/ S /S) - IN- COUNTER SODA DISP. (SHOWN DASHED) �1 1 HVA 3/a",=-11,0" 1 GROMMET HOLE THRU EA. SHELF BOTH ENDS 5 /4 "x12 "d (WHITE) MEL. SHELVES FAX PHONE PULL -OUT KEYBOARD TRAY J-eoX !1/ P1JLL STRING ABOVE GLG. FOR MUSIC CAT COVE TILE BASE (B2) QUARRY TILE 01 j 5 5/4 "h x 22 "d BUILT -UP / J WOOD OR GONG. PLATFORM G 1/2"-m1 ' I SAFE �1 FRP ��t I PER PLAN I B3 e e Zvi �a • SECT I Of'*i 0 PLATFORM MILLWORK HAND SINK CABINET (PL I) S/S WALL CAP COUNTERTOP $ BACKSPLASH (STI) r / i / 3/a":1 -o" COVE TILE BASE @ WALL TILE PER PLAN 1/2" PLYWD. COVE TILE BASE 0/ CEMENT BD. 0/ P.T. 2x4 FRAMING ALT. - CONC. PLATFORM , -/ / i / s s VIC Ir —' rill I I II II ry I ALL WOOD SHALL BE FIRE — RETARDANT— TREATED WOOD. 3 II I II AR 1/2 '1_ 1 I -0 11 CP SUSP. CEILING WATER HEATER i SEE PLMB'G. SHTS. GALV. DRIP PAN 5/4" PLYWD. DECK 0/ MTL STUD FRAMING FRP (ALL WALLS) OVER 5 /65" GREENBOARD MOP SINK — SEE PLMS'G. SHTS. COVE TILE BASE PER. PLAN SECIISN -a N � P 2' (MIN.) FAUCET LINE OF GYP. BD. CEILING (3) REGESED FLAT SCREEN TY'S PROVIDED BY DAPHNE'S COLORED GLASS SOFFIT DETAIL / HOOD SURROUND PORCELAIN TILE (CTI) COUNTERTOP 4 BACKSPLASH (STI) SUSP. CEILING MILLWORK CABINET (PL I) OPEN FOR VLSI- COOLER (SHOWN DASHED) CABINET BASE W/ COVE TILE (TYFJ 5/4" TREATED PLYWD. 0/ S 5 /5" x ISGA MTL. STUD JOISTS @ 12" O.C. 4 - #IO SCREWS EA. CONN. S 5/5" MTL. STUD LEDGER UNDER EA. JOIST FRP OVER 5/5" GREEN P. S 5 /S" x 15GA MTL. STUDS 0 12" O.C. (MIN. 5) CONT. DEEP LEG TRACK W/ SHOT PINS g 12" O.G. 2 - iJ " Apr ei I REVIEWED FOR CODE COMPLIANCE APPROVED MAY ? ; 2Q08, ,if.r Of TukviiVa FLUE TO ROOF SEE PLMB'G. SH1S. EXTEND CEILING GRID TILES VERTICAL I I OPENING PROVIDE MTL. STUD BLK'G IN WALL c STRAP LOCATIONS SEISMIC STRAPPING PER CODE RQMNTS. EXISTING FULL HEIGHT WALL ST. /STL. SHELF .trot 17 2008 PERMIT CENTER DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: C O R T L A N D CVIA M- G R......G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 p N 1 cir) `Li 1 a- N S L— REVISIONS SHEET NUMBER A3 (E) MALL BULKHEAD WALL • 0 4 EL. +12' -4" I� EL. +II' -6" EL. +"T' --O" LINE OF MILLWORK CROSS TEE NOTES: SU6 / / I EON TH I/2 ATTACH TO STRUCTURE NO. I2GA VERTICAL HANGER WIRE ® 4' -0" O.G. / / / 7 / / / COMPRESSION STRUT 2" x 20 ga. METAL STUD 2 1/2" x lS ga. METAL STUD 3 x 15 ga. METAL STUD r / COMPRESSION STRUT TO BE PLACE ALONG 12' -0" D.G. BOTH WAYS . 6'-0" MAX. FROM — MTL. STUD SUPPORT ® STRUCT. BEAM I / / I / I , I COMPRESSION STRUT MAX. LENGTH II' -6" 14' -6" 17' -3" GRID SYSTEM @ PERIMETER WALLS. ILI G { ' I Ii 1 (E) ROOF BEAM WHEN OCCURS MTL. STUD BRACE Cw 45" D.G. PARTITION WALL PER PLAN <I SPLAYED WIRE BRACING TO STRUCTURE • 8" MAX. EXHAUST FAN SEE MEGH'L. DWGS. I 7 o {I Al ;III Ittl(Ilt(IttIHIIIItI(11(Ill AR A FIXED STL. ROOF ACCESS LADDER SRAGE $ ATTACH TO PARTITION WALL NO. 12 GA VERTICAL HANGER @ 4' -O" O.G. EXHAUST HOOD - SEE MECH'L. DWGS. 4-N0.12 GA. AIRES SECURED WITHIN 2" OF CROSS RUNNER INTER - SECTION AND SPLAYED QO ° FROM EACH OTHER 45° MAX. ANGLE FROM PLANE OF CEILING. MAXIMUM SPACING @ 12' -0" O.G. IN EACH DIRECTION OR PER 144 SQ. FT. SECURE TO STRUCTURE ABOVE LATER .41- ? RACING N.T.S. 12 GA. VERT. WIRE (TYP.) 3 TURNS MIN. (TYP) MAIN RUNNER OR CROSS TEE II !IIIIIIt(IIIIIII1111I11I111111 ACDUS. TILE MFR. WALL ANGLE RIVET MEMBERS PERIMETER $ TWO ADJ. WALLS ONLY. 8" MAX. 1/2" CPETAIL. ' PERMITER UJALL NO'S, — ROOF ACCESS HATCH EL. +15' -5" OTT. OF DECKS B EL. +13' -11" BOTT. OF BEAM CONT. MTL. TRACK W/ SHOT PINS TO STRUCT. 124" 0.G. FRAMING @ OPENING TO ROOF HATCH 5/8" GYP. SD. O/ 3 5/8" x 20 GA MTL. STUDS @ 162" D.C. (E) EXTERIOR WALL EL. +S' -0" +0' -0" FINISH FLOOR (E) MTL. STUD BULKHEAD WALL CONT. MTL. TRACK W/ 2 -#8 SCREWS TO (E) MTL. STUDS @ 32" D.G. TYP. EA. END ATTACH FRAMING MEMBERS TO (E) WALL FRAMING r 1 1/2" 1' -O" —1/2" THICK SOLID SURFACE MATERIAL - ATTACH TO GYP. SD. Y`V CONST. ADHESIVE 2' -0" (FINISHED DIM.) ARG I ou *8 SCREWS - TYP. EA. CONN. 0 5/8" GYP. BD. D/ \ 3 5/8" x 20&A MTL. STUDS 0 16" D.G. 5/8" GYP. BD. 0/ 3 5/S" x 20GA MTL. STUD ® I6" O.C. p - LIGHT FIXTURE TAIL r —SEE DETAIL 2/A4 EL. +7'_O' FLAT SCREEN T.V. (TYP. OF 5) PROVIDED BY OWNER; INSTALLED BY G.G. SEE DETAIL 5/A4 NILARG I 1/2"71 PER FLAN PARTITION WALL PER PLAN " 1' -5" I L I Iu i / i / / r / / / / 41 f ci 9 1/4" CLR. GLASS W/ COLORED FILM SET IN ALUM. CHANNEL CLIP SASH CONT. ACCENT LIGHT ST/STL. GAP 5 /8" GYP. BD. 0/ 2 1/2" x 25GA MTL. STUDS @ 16" D.G. 1 1/2" ARG 6 1/2" I' -S" I B • ST.STL/ FLASHI BY HOOD INSTALLER EXTEND GYP. BD. UP WALL BEYOND EXHAUST HOOD 5 /S" GYP. SD. (BOTH SIDES) 0/ 5 5/8" x 2O0A MTL. STUDS @ 16" O.C. (TYP.) tt8 SCREWS EA. CONN. (TYP.) jai \ \ 3 /4I►z1I =0 AL (E) MTL. ROOF DECK CONT. DEEP LEG SLOTTED TRACK W/ #8 SCREW TO LOWER FLUTE @ (E) MTL. ROOF DECK SUSP. CEILING WHERE OCCURS CONT. MTL. TRACK A/ 2 - #S SCREWS TO WALL STUDS 0 32" O.G. 5/8" GYP. SD. O/ 3 5/8" x 206A MTL. STUDS @ 16" D.G. ( #ER- 4 GYP. BD. CEILING WHERE OCCURS CONT. MTL. TRACK W/ POWDER DRIVEN SHOT PINS 0 32" D.G. ( #ER -5DOI) • . KCB D -/93 S/S SACKSPLASH STAINLESS STEEL OVER I" MARINE PLYWD. S/S CLOSURE PANEL WALL PER PLAN 3/4"= (CTI) (FRP) / -�— (FRP) S/S CASED OPEN'G DISHWASHER I I I I I (COVE BASE) H t-1 H PAS APPROVED 140 20 itecEIVEr APR 17 2000 PERMIT CENTER H �u DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: MIA CORTLAND M 0 . R G A . NI A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Lii N i REVISIONS SHEET NUMBER A4 STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. Tukwila, WA SHEET TITLE: EXPIRES JULY 21, 2009 APR 03/08 PERMIT SUBMITTAL CYW DATE REVISIONS BY C O R T L A N D CV/ IA M O R G A N . ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 FILE NO.: 0816A DATE: APR. 2008 SCALE: AS NOTED DRAWN BY: KL CHECKED BY: TS SHEET NO.: S2•01 PROJECT TITLE: DAPHNE'S GREEK CAFE' MECHANICAL ROOF FRAMING PLAN NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. ROOF HATCH, REF ; H i (N)MEG CURB, 1-1 UNIT : _,'� ' OTHERS ; 1 ROOFING � .. _.,. / / ::: . ARCM CUT (E) ECK AFTER ALL (N) I ANGLES ARE IN _ ;;:; I- - - .--- CURB ATTACHMENT w/ 1 j CUT STEEL FRAMING ALL IN PLACE (N) CH UNROOFING, CURBY (E) OTHS . m ._..__.___. ___.._.,__. OTHES (E) ROOF DECK AFTER (N) ANGLES /SEAMS ARE METAL ROOF DECK (VERIFY) PLACE REF ARCH .. r II_ - -- ""' A TTACHMENT w/ - - -, - -- - _ -- -- -- -- l( ) \ I ' i (N) L 5x3 �! i I (` STEEL FRAMING 1` 1/4 � _._ ( V ■ ■ I I I I/4 • �. J. 1/4 • REF PLAN 1/4 / L5x3 (LLV) BEYOND, REF PLAN 4 1/2" (N) NI0 BEAM, PLAN L5x3 (LLV) BEYOND, REF PLAN (N) ANGLE TO (N) BEAM CONN DETAIL (E) NF BEAM, REF PLAN / (N) N10 BEAM, REF PLAN '" , ' " ' . (N) ANGLE TO (E) 5E01 CONN DETAIL 0 5/16" THICK SWEAR TAB w/ 2 -1/S" DIA A 325 BOLTS, TYP (E) NF BEAM, REF PLAN CND BEAM TO (1) f3EAM CONN DOTAL 0 1 1/2" : 1 1. 4 " ' 1 1/2" : 1 1 1/2" = I' -e" (E) BEAM, REF PLAN B .0, I 1,.. j (E) COLUMN (N) BEAM, REF PLAN - TOP OF (E) BEAM IV 1/2" DIA THREADED /- ROD w/ HEAVY DUTY NUT (ONE ABOVE / r 3/3 > AND ONE BELOW) AT 1 EA CORNER OF WOOD; UPSET ./ 7-- `� 9, ~°,,..`- - V I / THREADS AFTER / 3/8" TI-1K B AS REQ'D INSTALLING THE / HOOD / — / 3/16V TYP 48. L3x3x3/8 KICKER TYP AT ALTERNATE CORNERS r (TOTAL 4 REQ'D PER EA I -100D) HANGING ANGLE BY KITCHEN HOOD BY OTHERS MOOD MFR TYP AT EA (860 LBS MAX VERIFY w/ CORNER OF WOOD CO 5.4 (� ,�∎gx3 1.------- - v':" Y " ' VO ? N) L3x3x3/8 AT E COMPLIANCE BRACE, TYP � ��ED O , MECH) �' J P = � ;�� ,;,� (E) • ",,�" C , 1 � � i v L COLUMN TYP ' \ � �- , \ ; r r ; 6 52.01 ` �. y" 3 - WATCH -0 - `�; E. � r MAY `2 2 2��MB _ (N) �` � f T�ulkelr a ROOF v REF ARCH t� • x' " L5x3x3 /8 Ca� i - ''.ti.: 'OI I 5 B` . 1 a Lf , ,, , 52.01 `, �� 3 # ti t (N) L5x3x3/8 LLV EXHAUSTER (190) (LLV)5x3x3 /5 c\- Y ` �� , 1Jd w 11 % \ ���;' < \ \ \ - ti . 0, . o � KITCHEN HOOD \1$! (8604) 'i 0' ,," W\ - ` \ f � r 'j' u ,, `' `1. COMPRESSOR UNIT (15 *) NOTE: REF DET 1/52.01 FOR INFO NOT SHOWN rric <ic oo coit.i DOTAL \K; MAE - ) 09 (\"° W \ � mo d. � \1\1. : � � \ ° l \ 1 y tc� 1 d1 52.01 TYP �:` (N) LSx3x3 /8 (LLV) , o 52.01 `�),�t \S t.c., 440 GO FRAMING PLAN NOTES: y \ \ '1 j I wg \#'31° (N) N10x15 (N) L5x3x3 /8 i (LLV) -A " �> � �� � � t � t °a AC -1 (2800 • - . aA 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING FRAMING AND DIMENSIONS PRIOR TO FABRICATION OF ANY MEMBER. 2. REFER TO 51.01 FOR GENERAL NOTES. - -K- (E) COLUMN � 16 (E) COLUMN MECHANICAL. ROOF FRAMING PLAN1 RECEDED APR 17 2008 PERMIT CENTER STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. Tukwila, WA SHEET TITLE: EXPIRES JULY 21, 2009 APR 03/08 PERMIT SUBMITTAL CYW DATE REVISIONS BY C O R T L A N D CV/ IA M O R G A N . ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 FILE NO.: 0816A DATE: APR. 2008 SCALE: AS NOTED DRAWN BY: KL CHECKED BY: TS SHEET NO.: S2•01 PROJECT TITLE: DAPHNE'S GREEK CAFE' MECHANICAL ROOF FRAMING PLAN NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. UIPM 1/4 " - 1 1 ^0il ti PI I. EACH HAND SINK IS TO HAVE A COMBINATION FAUCET CAPABLE OF SUPPLYING WARM WATER FOR MIN. OF 10 SECONDS - SINK IS TO BE SUPPLIED W/ HOT (MIN. 12OF) COLD RUNNING WATER UNDER PRESSURE AND MUST HAVE A WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSER. EQUIPMENT SCHEDULE 36" LONG TICKET RAILS PRINCE CASTLE #36 -s BY MILLWORK CONTRACTOR 1/2 1 1 MIN 1 1 1 1 1 1 1 MOP SINK - 36" x 24" x 11" SEE PLUMBING SHEETS BY GENERAL CONTRACTOR ITEM QTY DESCRIPTION MODEL REMARKS LOAD ELECTRICAL CONN. REMARKS WATER PLUMBING BTU HOT COLD WASTE x1000 REMARKS 1 2 3 4 5 6 7 7.1 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 27.1 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 63 63 1 S/S HAND SINK ADVANCE 7PS60 1 ANSUL FIRE SUPPRESSION SYSTEM CAPTIVE AIRE AT 34" A.F.F. TO RIM 1/2 1/2 2 - PERMANENTLY MNTD_ SOAP & ENCLOSED PAPER TOWEL DISP. INTERCONNECT W/ HOOD & GAS SYS 1 SOAP DISPENSER BY OWNER 1 EMPLOYEE LOCKER - WALL MNTD. © 6" A.F.F KELMAX 12 "w x 12 "d x 72 "h PLAN COATED WIRE SHELVING EAGLE E- SERIES - 86" POSTS 6 COMPARTMENTS; NO LEGS 5 TIERS HIGH TIER HT. A.F.F. 6" 28" 50.5" 65.5" 79.5" 1/2" 2 CASH REGISTER BY OWNER 1 SODA DISPENSER CORNELIUS #2323 UNIVERSAL 1 VISI-- COOLER TRUE GDM -7 1 60" RANGE W/ GRIDDLE IMPERIAL IR2G48 - 6 "H BACKSPLASH 1 FRYER, GAS FIRED FRYMASTER #H55 -2 ON CURB CUTTING BOARD SHELF TO BE HINGED ON CURB 120 120 120 1/5 1/4 4 AT 18" A.F.F. 5x2 C 2 - CONVECTION OVENS 7 C AT 24" A.F.F. 196 80 1 FRIED FOOD HOLDING STATION MERCO #27007 2 GYRO MACHINE OPTIMAL AUTOMATICS #3 -PG 120 1 C AT 24" A.F.F. 30 1 GYRO STAND CUSTOM 1 REFRIGERATED CHEF BASE TRAULSEN #TE084HT ON CURB 120 C AT 18" A.F.F. 1 RADIANT BROILER IMPERIAL !RR 24 1 S/S EXHAUST HOOD CAPTIVE AIR 1 12" DEEP x PLAN S/S WALL SHELF CUSTOM - BY MILLWORK CONTRACTOR 1 15" x 30" S/S WORK TABLE CUSTOM 2 7/8 "H EACKSPLASH SEE MECH'L. DWGS. 120 AT 72" A.F.F. D ELECT. DISCONN. TO ANSUL. SYSTEM 60 SEE NOTE #5 1 REFRIGERATED PREP TABLE TRAULSEN #VPS9OS ON CURB 115 12 C AT 18" A.F.F. 1 STEAM TABLE RANDELL 3612 -208 1 FILLER FAUCET FOR STEAM TABLE 1 9" x 24" S/S WORK TABLE CUSTOM ON CURB 0 1/2" F.S. 1" AIR GAP 1 RICE COOKER PANASONIC #SR - 42HZP 1 48" x 30" S/S WORK TABLE CUSTOM PLAN 48" x 14" S/S EPDXY WIRE SHELF EAGLE 1 30" x 48" S/S WORK TABLE ADVANCE AT 64" A.F.F. - U.O.N. SEE NOTE #5 1 UNDERCOUNTER DISHWASHER ON 6" LEGS CMA L--1X BY OWNER 120 PLAN 36" x 14" S/S EPDXY WIRE SHELF EAGLE AT 64" & 76" A.F.F. - U.Q.N. 1 S/S 3 COMPARTMENT UTENSIL SINK 90" - NSF APPROVED 1 FAUCET W/ PRE -RINSE FISHER 2210 -WB -2949 1.6 GPM 1 S/S VEGETABLE PREP SINK 51" - NSF APPROVED 1 FAUCET FISHER 3252 ADD S/S SPLASH BARRIER WHEN ADJACENT TO PREP TABLE 1/2" I 1/2" F.S. 1/2" J 1/2" 1" AIR GAP 1 ICE MACHINE W/ B300 ICE BIN HOSHIZAKI KM -501 M_H 1 S/S HAND SINK, DROP -IN ADVANCE DI-1-35 120 13 C AT 89" A.F.F. 1/2" F.S. 1" AIR GAP PERMANENTLY MNTD SOAP & 1/2" I 1/2" 2" ENCLOSED PAPER TOWEL DISP. 1 WATER HEATER SEE PLUMBING SHEETS BY GENERAL CONTRACTOR 1 WALK-IN COOLER THERMALRITE - U.L. #R13780 & #E225993 PLAN DRY STORAGE SHELVING EAGLE V- SERIES - 86" POSTS 9' -6" HIGH WALL PANELS 120 4 TIERS HIGH TIER HT. A.F.F. 6" 30" 50" 76" D LIGHTS UL #R15354 RR # 25154 1 MOP RACK - WALL MOUNTED 1 SYRUP STORAGE RACK BY PEPSI 2 CO2 CYLINDERS BY PEPSI 1 CARBONATOR BY PEPSI IN BEVERAGE CABINET 120 1 24" x 12" S/S SHELF CUSTOM AT 72" A.F.F. - U.O.N. 1 MAKE -UP AIR UNIT (MA-1) SEE MECH'L. SHEETS 1 FAN COIL - W.I. COOLER THERMALRITE 4 1/6 HOTEL PANS (PLASTIC) BY OWNER 1 VERT. UPBLAST EXHAUSTER (EF -1) SEE MECH'L. SHEETS 1 MOP SOAP DISPENSER BY OWNER 1 REMOTE COMPRESSOR - W.I. COOLER THERMALRITE 1 REMOTE COMPRESSOR - W.I. FREEZER THERMALRITE ON ROOF - SEE NOTE #7 BELOW 230 ON ROOF - SEE NOTE #7 BELOW 230 D D PLAN S/S DOOR FRAMES CUSTOM 1 FIRE EXTINGUISHER TYPE K BY GENERAL CONTRACTOR 2 SODA CUP DISPENSER SAN JAMAR #C3400EV 1 BACKFLOW PREVENTER (CARBONATOR) BY GENERAL CONTRACTOR 1 DROP -IN COLD PAN NOS NCID -15--M IN BEVERAGE CABINET BOTTLED BEVERAGE STORAGE ONLY 3/4" FUNNEL DRAIN 1" AIR GAP F.S. 1" AIR GAP 1 3 DOOR REACH-IN FREEZER ON CASTERS TRUE T -72F 208 1 11 1 S/S SPLASH BARRIER 2 GAS CONNECTOR KIT CUSTOM DORMONT MFG. #1675KITS - 48" ON FRYER, ADJACENT TO GYRO MACH. 3/4" I.D. PLAN GRAB BAR BUMPER RAIL PLAN S/5 WALL CAP PLAN S/S CORNER GUARD 3 LID DISPENSER 2 CUSTOM CUSTOM SAN JAMAR L3400 DROP -IN MODEL COUNTERTOP MODEL COUNTERTOP MODEL ON CURB 18" x 18" x 12" DEEP COMPARTMENTS ON ROOF 120 ON ROOF 208 BY MILLWORK CONTRACTOR CUSTOM - SEE COOKLINE COUNTER DETAILS 2 @ 36 "LONG , 1 @ 24" LONG TOP OF COVE BASE TO CEILING TOP OF COVE BASE TO CEILING BY MILLWORK CONTRACTOR VOLT H.P. PHASE AMP 120 120 120 208 1 8.32 120 115 1/2 1.5 12.9 3/4 1 15 1 1 24 3.6 j D C DED. CIRCUIT C AT 18" A.F.F. 12 C AT 24" A.F.F. C AT 18" A.F.F. 13 D 1/2., 1/2" D ELECT. INTERLOCK W/ MA -1 col At 1/4" F.S. F.S. 1* AIR GAP 1" AIR GAP SEE NOTE #5 2" SEE NOTE #3, 1/2 SEE NOTE #3 1/2" I 1/2" 3" SEE NOTE #6 SEE NOTE #4 1/2" SEE NOTE #5 D ELECT. INTERLOCK W/ EF -1 1/2" F.S. 1" AIR GAP 1/2" C '• AT 12" A.F.F. SELF - CONTAINED PPS ,,,, ) \ bax�' x .F. MinniMaintialiMME ma rAvimumrAis No m iniii WI f I Jr illifill AIR 3 GAS CONNECTOR KIT 1 SAFE DORMONT MFG. #165OKITS - 48" CORPORATE SPECIALISTS #C2020 - - 1/2" I.D. GAY STORAGE RACK CALCULATION 3 RACKS @ 48" x IS" DEEP X 5 SHELVES PER RACK = 60 LF 5 RACK @ 56" x IS" DEEP X 5 SHELVES FER RACK = 45 LF TOTAL STORAGE PROVIDED 105 LF EQUIPMENT NOTES: 2. IF A HANDSINK 15 LOCATED ADJACENTLY TO A FOOD PREPARATION OR UTENSIL WASHING SINK, THEN A BARRIER IS REQUIRED TO PREVENT SPLASH -OVER FROM THE HANDSINK TO THE FOOD PREP/UTENSIL SINK, THE BARRIER IS TO BE THE LENGTH OF THE SINK, AT LEAST 12 INCHES IN HEIGHT AND HAVE A MINIMUM OF TWO INCHES CLEARANCE EACH SIDE OF THE BARRIER. THE BARRIER MUST BE CONSTRUCTED OF WATERPROOF MATERIAL, FIRMLY ATTACHED TO THE WALL OR OTHER APPROVED STRUCTURE. 3. UTENSIL SINK MUST BE PROVIDED 1N/ A MIXING VALVE CAPABLE OF REACHING EACH COMPARTMENT ALL UTENSIL SINK COMPARTMENTS TO BE MIN. OF IS" x IS" x 12" DEEP (OR 16" x 20" x 12" DEEP) WITH A MIN. I8" DRAINBOARD AT EACH END, HOWEVER, SINK MUST BE ABLE TO ACCOMODATED THE LARGEST UTENSIL TO BE WASHED. IF AGAINST A WALL, IT MUST HAVE AN 5" INTEGRAL BACKSPLASH. 4. WATER SUPPLY TO CARBONATORS SHALL SE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PROTECTOR. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 5. SHELVES INSTALLED ON WALL ARE TO HAVE A MIN. I" GAP OR OPEN SPACE BETWEEN THE BACK, EDGE OF THE SHELF AND THE WALL SURFACE, OTHERWISE, THE SACK EDGE OF THE SHELF MUST BE SEALED TO THE WALL WITH AN APPROVED SEALANT. 6. THE JANITORIAL SINK SHALL BE A FLOOR MOUNTED PRE - FABRICATED MOLDED PLASTID BASIN OR A CURBED FLOOR AREA PROPERLY SLOPED TO A DRAIN. CURBED AREA SURFACES NEED TO BE SMOOTH, IMPERVIOUS AND OF AN EASILY CLEANABLE CONSTRUCTION_ ALL. JANITORIAL SINKS ARE TO BE SUPPLIED W/ HOT AND COLD RUNNING WATER TO A MIXING TYPE FAUCET. THE FAUCET SPIGOT END IS TO HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACK -FLOW PREVENTION DEVICE ATTACHED. 7. WALK -IN REMOTE COMPRESSORS SHALL BE SET FOR A 30 MIN. DEFRDST CYCLE TO OCCUR EVERYDAY @ 8:00 A.M., 2:00 P.M. 10:00 p.r?ERMIT CENTE1h 5, REFRIGERATION INSTALLER SHALL SEAL ALL PENETRATIONS INTO WALK -IN 4 FREEZER CEILINGS WALLS RECEIVED APR 17 2008 DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 N Li- K1 J F- REVISIONS SHEET NUMBER HVAC SCHEDULE ITEM TYPE AC -1 r PACKAGED AIR CONDITIONER i CARRIER 1/4"-:1 MANUFACTURER ROOF ACCESS HATCH 36" x 24" CH4NJC41 MODEL ZONE 48GS- 030040 KITCHEN ; 30,000 w 1- z • COOLING ROOFTOP EQUIPMENT LOCATIONS ARE SHOWN APPROXIMATE, G.C. TO VERIFY EXACT LOCATIONS PER EXISTING JOBSITE CONDITIONS HEAT IN 40,000 / ~� HEAT OUT CFM 1 O.S.A. (CFM) S.E.E.R. VOLTAGE 31,000 1000 172 12 1 208 ! 3 PHASE TYPE! E 14AUST HOOD SFE SHEET M2 1/4":2-1' -0" MCA MOCP WEIGHT REMARKS 132 { 20 ' 280# s FACTORY ROOF CURB, PROGRAMMABLE T -STAT W/ 5 DEGREE DEADBAND 25 CFM 350 CFM J 14 "x22" WELDED CIA DUCT W/ APPROVD' DUCT WRAP UP Tc 7OOF SEE SHEET M2 AC-1 1! 11 i ; 1 'I 1f r MECH41\11C41 P1 AN FAN SCHEDULE ITEM EF -1 TYPE UPBLAST EXHAUSTER MA -1 I MAKEUP AIR - HEATED J MANUFACTURER MODEL CAPTIVE -AIRE , NCA16FA j COOKLINE ! 3620 CAPTIVE -AIRE D500 -G15 I COOKLINE LA AREA SERVED NON - REMOVABLE UNIT GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SARNAFIL SEALANT ONTO BACK SIDE SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE - SPECIFIED SARNAFIL SECUREMENT HOT -AIR WELD SARNAFIL MEMBRANE r - STRUCTURAL DECK I AI CFM INSULATION SECURELY FASTENED AIR J VAPOR BARRIER (AS REQUIRED) 1 ME EXTENDER PIECE IS REQUIRED IF IEGSTINC COUNTERFLASNING IS CONTAMINATED AND DR COUNTERFLASHINC FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES C.C. MN GROMMETTED FASTENER. 2) VAPOR BARRIER SHALL BE SEALED AT EDGES. SKYLIGHT /ROOF HATCH UNIT GROMMETTED FASTENER 12 INCHES O.C. METAL EXTENDER PIECE WITH SARNAFIL SEALANT ONTO BACK SIDE SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE SPECIFIED SARNAFIL SECUREMENT HOT -AIR WELD - SARNAFIL MEMBRANE STRUCTURAL DECK INSULATION SECURELY FASTENED AIR / VAPOR BARRIER (AS REQUIRED) 1)ME1 EXTENDER PIECE IS REQUIRED IF COSTING COUNTERFLASHIND 1S CONTAMINATED AND OR GOUNTERMSHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES tl.C. WITH ORQM61ETTFA FASTNER. 2) VAPOR BARRIER SHALL SE SEALED AT EDGES. VOLTAGE 208 PIPE PENETRATION SARNAFIL SEALANT (SEE NOTE) STAINLESS STEEL HOSE CLAMP ALUMINUM TAPE (SEE NOTE) SARNAFIL FLASHING MEMBRANE SARHAFASTEHER AND SARHAISC SARNAFIL BASE FLASHING, SARNAFIL MEMBRANE mei Aware: STRUCTURAL DECK INSULATION SECURELY FASTENED p r rs AIR / VAPOR BARRIER (AS REQUIRED) 1) ALUMINUM TAPE IS REQUIRED IF EX15UNC PENET<'tAT1ON IS CONTAMINATED. 2)SEALAHT IS A MAINTENANCE REM, MAINTENANCE IS HOT COVERED UNDER THE SARNAFIL WARRANTY. 3) VAPOR BARRIER SHALL BE SEALED AT EDGES. PIPE PENETRATION FLASHING HING DZTAIL PHASE 1 AMPS 3620 208 i 3 13.2 i 842 1 0.5" RPM 7.7 I 1091 MECHANICAL NOTES: 1. E.S.P. WEIGHT REMARKS 0.75" 1904 ELECTRICAL INTERLOCK W/ MA -1 VENTED FACTORY CURB _ 770# 100% MAKE -UP AIR ._._. __...._..... ALL MECHANICAL EQUIPMENT WILL BE U.L. LISTED & LABELED BY AN APPROVED TESTING AGENCY. ALL SUPPLY CEILING DIFFUSERS TO BE 4-WAY ADJUSTABLE TITUS #PCS 24" x 24" - WHITE 3. ALL SUPPLY CEILING DIFFUSERS IN GYPSUM BOARD SOFFITS TO BE TITUS #PCS 12 "x12" - WHITE U.O.N. ALL RETURN AIR GRILLES TO BE PERFORATED TITUS #PAR 24 "x24" -WHITE 5. ALL DUCTS SHALL BE CONSTRUCTED, SEALED, INSULATED AND INSTALLED PER CURRENT CODE REQUIREMENTS 6. AIR HANDLING SYSTEMS OF 2000 CFM OR MORE SHALL BE PROVIDED WITH DUCT DETECTION AND ACCESS TO THE APPLIANCES. PROVIDE TEST SWITCHES / LED INDICATING LIGHT ON THE T -BAR CEILING NEXT TO THE DUCT SMOKE ASSEMBLY. 7. THE MINIMUM FLOW RATE OF OUTDOOR AIR THAT THE VENTILATION SYSTEM MUST BE CAPABLE OF SUPPLYING DURING ITS OPERATION SHALL BE PERMITTED TO BE BASED ON THE RATE PER PERSON INDICATED IN TABLE 403.3 AND THE ACTUAL NUMBER OF OCCUPANTS PRESENT." 8. WATER HEATER FLUE SHALL EXTEND TO ROOF IN A VERTICAL DIRECTION WITH HORIZONTAL OFFSETS NOT EXCEEDING 45 DEGREES & ONE HORIZONTAL OFFSET OF 60 DEGREES {MAX.) 9 G.C. TO PROVIDE T -STATS & REMOTE SENSORS U.O.N. IF T -STAT IS EXISTING, IT SHALL BE CHANGED OUT WITH A REMOTE SENSOR CAPABLE TYPE. T -STAT SHALL BE PROGRAMMED TO RUN 7 DAYS A WEEK FROM 8 :30 A.M. - 10:00 P.M. SETTINGS TO BE 68 °F/HEAT & 72 °F /COOL. 10. G.C. SHALL BALANCE ENTIRE HVAC SYSTEM, EXHAUST & MAKE -UP AIR SYSTEM AS PART OF INSTALL & PROVIDE A REPORT TO DAPHNE'S AS PART OF THE CLOSEOUT PACKAGE BEFORE TURNOVER. THIRD PARTY REPORT NOT REQUIRED U.Q.N. OR REQUIRED BY CITY. 11. DAMPERS ON OUTSIDE AIR INTAKES, EXHAUST OUTLETS SERVING CONDITIONED SPACES SHALL AUTOMATICALLY CLOSE WHEN SYSTEM IS OFF OR UPON POWER FAILURE. 12. AIR ECONOMIZERS SHALL BE OF AUTOMATICALLY MODULATING OUTSIDE AND RETURN AIR DAMPERS TO PROVIDE 100% OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. 13. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55 °F TO 85 °F, AND BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10 °F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED, CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAN 70°F AND COOLING AT A TEMPERATURE NOT LESS THAN 78 °F. THERMOSTATS SHALL BE HANDICAP ACCESSIBLE, LOCATED AT 48 INCHES ABOVE FLOOR. 14. DUCTS & PLENUMS SHALL BE INSULATED PER THE REQUIREMENTS SPECIFIED IN TABLE 14-5 16. PIPING SHALL BE INSULATED PER THE REQUIREMENTS SPECIFIED IN TABLE 14-6 17. ELECTRIC RESISTANCE HEATING NOT ALLOWED. 18. WALLS SEPARATING CONDITIONED & UNCONDITIONED SPACES SHALL HAVE R-19 (MIN.) INSULATION W/ VAPOR BARRIER INSTALLED ON WARM SIDE W/ SEALED SEAMS. JOINTS BETWEEN WALL & FOUNDATION & AROUND WINDOW & DOOR OPENINGS SHALL BE SEALED TO LIMIT AIR LEAKAGE. 20. ROOF SHALL HAVE R-21 (MIN.) INSULATION WI VAPOR BARRIER INSTALLED ON WARM SIDE W/ SEALED SEAMS. ROOF PLAN KEY NOTES: LJ ROOF MNTD. REMOTE COMPRESSOR UNIT FOR WALK -IN REFRIGERATION ( +/ - -75#) SEE SHEET K1 FOR SPECS. LJ TYPE B WATER HEATER FLUE VENT W/ FLASHING & APPROVED VENT CAP @ 12" ABOVE ROOF - EXTEND TO 24" ABOVE (E) ROOF PARAPET IF LOCATED WITHIN 8 FEET OF PARAPET - SEE MECH'L. NOTE #8 3 3/4" cu. CONDENSATE DRAIN DOWN THRU ROOF - EXTEND DRAIN TO NEAREST FLOOR SINK - INDIRECT DRAIN - 1" AIR GAP bbI3 APR 17 2ODU PERMIT CENThI Fr-cggrr r,, 'UL ED DATE: 03/26/08 JOB NO: 28-- -- DRAWN: CHECKED: C U R T L A N 1)M IA D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 oo oo 00 J REVISIONS ECE FF SHEET NUMBER M1 1"x1"x1/8" DIAG. STL. ANGLE BRACE TO ROOF STRUCTURE 2 OPPOSING BRACES 90° APART (TYP. @. HOOD CORNERS) ON- COMUSTIBLE WALL PER PLAN 3" STAND -OFF 1 1-1=VA a /a II -i ll t N 2' -2" XH /2 U = II 3 STAND -OFF }, 6" "1 OVERHANG I E. Ali „ : „. � . I • 0A 0000 TH (E) ROOF 22” f ?+ 18 GA. i/S EXHAUgT HOOD 11 ca. C3 13' -2" Zo CAPTIVE AIRE 4524ND -PSP -F (7291bs) z Q s <ITCH 999999 1 �a 6" OVERHANG EXHAUST DUCT COLLAR (TYP.) i 1 EXHAUSTER PER PLAN - ELECTRICAL CONTRACTOR TO PROVIDE ELECT. INTERLOCK WI MAKE -UP AIR FAN HINGED BASE W/ CHAIN FOR CLEANING GREASE TROUGH CLEAN -OUT © ALL DUCT OFFSETS 12" x 24" x 16GA WELDED EXHAUST DUCT W/ 3M '15A' DUCTWRAP (1 HR. RATING) - ICCES #21-61 THRD. ROD HOOD SUPPORT TO ROOF STRUCT. - SEE HOOD PLAN FOR SUPPORT MNTG. LOCATIONS (TYP.) LINE OF NON - COMBUSTIBLE SUSPENDED CEILING HANGING ANGLE QUANTITY & SPACING PER MANUFACTURER VAPOR-PROOF 200 WATT CLEAR INCANDESCENT LIGHT FIXTURES CAPTIVE AIRE PSP FRONT SUPPLY AIR PLENUM ACCESSORY SUPPLY AIR PLENUM RISER (TYP.) EXHAUST HOOD NOTES: 1. 6" MIN. OVERHANG FROM OUTER EDGE OF COOKING DEVICE TO INNER EDGE OF GREASE GUTTER - I.M.C. SEC. 506.12 2. 7I -0" MAX. HEIGHT TO LOWER EDGE OF HOOD FROM FLOOR 3. 48" MAX- HEIGHT TO LOWER EDGE OF HOOD FROM TOP OF COOKING DEVICE - I.M.C. SEC. 507.12 4. HOOD CONSTRUCTION TO BE 18 GA. (MIN.) STAINLESS STEEL I.M.C. SEC. 507.4 5. DUCT CONSTRUCTION TO BE 16 GA. GALVANIZED METAL (MIN.) W/ WELDED SEAMS - I.M.C. SEC. 506.3.2 6. TURBINE UPDRAFT EXHAUST FANS SHALL BE HINGED AND CHAINED FOR CLEANING VERTICAL DUCT 7. DUCTS & PLENUMS TO BECONSTRUCTED & INSTALLED PER I.M.G. SEC. 506.3 8. EXHAUSTER & MAKE -UP AIR UNIT TO BE ELECTRICALLY INTERLOCKED PER I.M.C. SEC. 508.1 9. THE FIRE EXTINGUISHING SYSTEM (WITH MANUAL RESET) SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED 10. UPDRAFT EXHAUST FAN TO BE LOCATED 10' -0" (MIN) AWAY FROM ANY ADJACENT BUILDING PROPERTY LINE OR ANY FRESH AIR INTAKE I.M.C. SEC. 506.12.3 11. PROVIDE CLEANOUT AT ALL DUCT DIRECTION CHANGES (MIN. ONE CLEAN -OUT); SLOPE DUCT 1 /4 "IFT. (1 "/Ff. FOR DUCTS OVER 75 FEET IN LENGTH) BACK TO HOOD I.M.C. SEC. 506.3.7, 506.3.8, 506.3.9 12. AIR CAPACITY OF HOOD SHALL BE PER MFR. REQUIREMENTS I.M.C. SEC- 507.13 13. HOOD CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN- PROTECTED COMBUSTIBLES - I.M.C. SEC. 506.3.6 14. DUCT CLEARANCE SHALL BE 3" FROM NON - COMBUSTIBLES OR PROTECTED COMBUSTIBLES; 18" FROM UN- PROTECTED COMBUSTIBLES - I.M.C. SEC. 506.3.6 15. DUCT VELOCITY SHALL BE 1500 FPM (MIN.) - I.M.C. SEC.506.3.4 16. TYPE I EXHAUST HOOD SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM COMPLYING WITH IFC SEC. 903.2.1 CAPTIVE -AIRE HOODS ARE BUILT IN COMPLIANCE WITH: EXHAUT HOOD SPECIFICATIONS HOOD: 13' -8" x 4' -0" O.D. (13' -2" x 3 I.D.) MODEL: CAPTIVE AIRE #4524ND -PSP -F W/ 600 DEGREE LABEL HOOD TYPE: U.L. APPROVED TYPE 1 CANOPY (U.L #MH12106) C.F.M.: 13.17' x 275 C.F.M /LIN. FT. = 3621 TOTAL C.F.M. (FACTORY RECOMMENDED RATING FOR USE WITH F:07F CAS CHAR - BROILERS) F.P.M.: 3621 / 2.13 = 1700 F.P.M. # OF GREASE FILTERS: 5 (16" x 20" x 2") - 3 (16" x 16" x 2") S.S. BAFFLES DUCT SIZE: 14" x 22" = 2.13 SQ. FT MAKE -UP AIR: 100% CAL CULA rioNs UTILIZED D Exhaust CFM = length of hood X CFM/lin. ft. (load) Supply CFM = Exhaust CFM X Percentage Required CFM Total Duct Area = 144 X Duct Length = Total Duct Area FPM (Nate 1) Duct Depth (Note 2) Note: 1) Captive -Aire ventilator duct sizes are calculated using an Exhaust velocity of 1600 FPM and a Supply velocity of 800 -1200 FPM. 2) Please consult factory for maximum allowable duct sizes FILTER DETAIL R MI- STANCH Vs AIRFLOW- a•K ��.c..n n+ln.T"v FJb� AIRFLOW (film /In/s) ROSNOCH MOM aaeromornoe 1Kleen -C ard] Raffle l yrie Filters to 1 1 1 . Classified Giease .Extracting Filters. MEA # 168 -78 -M Alumin um MEA # 247 -96-E Stainless 16GA WELDED EXHAUST DUCT TO ROOF W/ APPROVED 1 HR RATED DUCT WRAP CLEAN -OUT AS REQ'D. VAPOR PROOF LIGHT GREASE FILTERS REMOVEABLE GREASE CUP 3" STAND -OFF WALL PER PLAN (NON - COMBUSTIBLE) — 9- CTC 1/2" SCREW W/ NEOPRENE WASHER WITHIN 6" FROM CORNERS & 24" O.C. EXTEND ROOFING UP CURB (E) MTL. DECK & INSULATION CANT STRIP ROOF CAP SHEET 3II� II 6" CLR. CV PRE -FAB. 20GA STL. VENTED EXHAUSTER CURB EXTEND ROOFING UP CURB (OPTIONAL) CANT STRIP #10 SCREWS - CURB TO ROOF STRUCTURE (2 PER SIDE MIN.) XHAUB1 6" (MIN.) OVERHANG ,XHALIS I b PLAT ROOF CAP SHEET AL ; 7 10,1:i, 0 d i e 0 i /! MAKE -UP AIR DUCT NON - COMBUSTIBLE CEILING S/S CLOSURE STRIP LINEAL MAKE -UP AIR PLENUM BY HOOD MFR. 18GA S/S EXHAUST HOOD 24GA G.I. CAP OVER 314" PLYWOOD A\ CURB SIMPSON "A35" WI #10 SCREWS TO (E) MTL. DECK - MIN. 2 SCREWS PER SIDE Po-/ 9 L3 4 " (MIN.) EXHAUST DUCT STL. REINF. AS REQ'D, APPROVED DUCT WRAP ROOF DECK & INSUL. - r. r -- , 4 1 1 13 Ie `I�1 R cE E APR 17 ZOOB PERMIT CENTER DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: CORTLAND NI 0 . R... C : . N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 --5699 LLJ M2 oo 00 00 REVISIONS SHEET NUMBER PIPE SIZING TABLE (2006 UPC) © 5 PSI /100' FIXTURE UNIT (MAX.) FLOW (MAX.) PIPE SIZE FLUSH TANK FLUSH VALVE VEL. (F.P.S.) G.P.M. 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 3 8 16 47 75 230 - - 4 10 22 110 5.0 5.1 5.3 7.1 6.7 7.1 3 7 13 27 37 70 PIPING MATERIAL PIPING ABOVE GROUND UNDER GROUND WATER TYPE - L, COPPER TYPE - K, COPPER 3/4" cu. FAN COIL CONDENSATE TO FS -1 INDIRECT -1" AIR C4AP VW tIiIlID I1 e 0 e 4 TIER LEL IOW • VW t 1848 2''V. II I I I jl Arak Ark n TlER 1 tit r �� - rI .r 1 'I 0' I S Ark VW 2"V II w VW Ij 11 it I ti II �I , I 1/4fl ITM0II - ' - , ■ J Yr I''_ 1�:� - '' / 1 ~' `. 9 i Ii 2 L_ 'HI 4 �� ?ir • - 7 3/4" cu. 0 T j' 1 4 - L! . 1E48 F.C.Q. e P.O.C. I rI • r7 PIP' I Ij I C.O. / I r r j G.C. TO VERIFY ALL EXISTING CONDITIONS 1i r' 1!1! BOVE) it 4"" G — ,) TO (E) COMMON GREASE INTERCEPTOR a =i AN .LET LT: 1/4111.1' - 11 1 417 ER 1/2" DN. WALL &THRU SCR COORD. W/ ILLWORK - 4tr - Ir 1 _� f I •, 165e4.--.,- -_ „.. G .O.C. (E) 2” CW `b / (ABOVE CEILING) - 7 • ° I - -J' 8Y6L -,1 1., ' L �._ N 4 71E 11/4'_ 1" • I �; , _...._ -- i N I r r I N / 1 / P I /2" ' ? 1" S.O V. - -� 7/2,, C= l t -- ` -__ I - r / ` - I,_ —_- I / r 1I —� ., j 1- I 1/2" DN. WALL =;.4 THRU ' B - 1NE COORD r / RK KEY NOTES: n 131 1_41 1/2" HW HOSE BIBB @ 30" AF.F. u QTY. 2 1 1 1 1 1 1 1/2" HW W/ 1/4 TURN STOP & 4' LONG S/S BRAIDED HOSE {STEAM TABLE FILL FAUCET) 1/2" CW W/ IN -LINE BACKFLOW PREVENTER (CARBONATOR IN CABINET) 3/8" W/ 1/4 TURN STOP © 30" A.F.F (LIQUID SOAP DISP.) 1/2" W/ S.O.V. & VACUUM BREAKER © 54" A.F.F. (MOP BASIN SOAP DISP.) MAIN WATER SHUT -OFF VALVE W/ RECESSED ACCESS PANEL IN WALL @ 60" A.F.F. 4 "0 PVC CONDUIT W/ 90 DEG. SWEEP ELEBOWS EA. END FOR SODA SYRUP LINES - INSTALL BELOW FLOOR; COORDINATE PLACEMENT W/ MILLWORK & SODA VENDOR WATER HEATER SIZING CALCULATION HAND SINK (HS -1) UTENSIL SINK (US-1) PREP SINK (PS -1) MOP SINK (MS -1) DISHWASHER (DW -1) FILL FAUCET HOSE BIB GPH 10 107 GPH x80% 86 GPH (SINGLE - SERVICE UTENSIL) 42 15 15 15 5 5 107 PIPING LEGEND WASTE PIPE - - — — VENT PIPE DOMESTIC COLD WATER PIPE DOMESTIC HOT WATER PIPE 86 x 50 °F x 8.33 .75 47,759 BTU INPUT WATER FIXTURE UNIT SCHEDULE QTY. FIXTURES 2 HAND SINK 1 PREP SINK 1 UTENSIL SINK 1 MOP SINK 1 HOSE BIBB (HOT WATER) 1 DISHWASHER (HOT WATER) 1 STEAM TABLE FILL FAUCET (HOT WATER) 1 1 ICE MACHINE 1 SODA DISPENSER WATER FIXTURE UNIT (WFU) TOTAL 1 2 3 3 2.5 1.5 1 1 2 2 3 3 2.5 1.5 1 1 1 WFU TOTAL 17 DATE: 03/26/08 JOB NO: 28- -- DRAWN: CHECKED; C O R T L A N D CINIA M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 REVISIONS REColinFr SHEET NUMBER APR 17 zoom PERMIT CENT& P1 PLUMBING FIXTURE SCHEDULE MARK QTY. DESCRIPTION MANUFACTURER REMARKS Iur 2 HAND SINK SEE SHEET K1 FAUCET TO BE 2.5 GPM - MAX., 34" AF TO RIM C i 5 FLOOR SINK ZURN Z -1900 12" x 12" FD 2 FLOOR DRAIN ZURN ZN-415S SQUARE TOP ti An v v 1 MOP SINK FLORESTONE MSR -2424 FAUCET TO BE 2,5 GPM - MAX. ® w 1 UTENSIL SINK SEE SHEET K1 FAUCET TO BE 2,5 GPM - MAX. IN- DIRECT DRAIN 1" AIR GAP 30 1 VEG. PREP SINK SEE SHEET K1 FAUCET TO BE 2.5 GPM - MAX. IN- DIRECT DRAIN 1" AIR GAP Q © 1 DISHWASHER SEE SHEET K1 IN- DIRECT DRAIN - 1" AIR GAP Ii/ F.G.O. PLAN FLOOR CLEAN -OUT ZURN ZN- 1404 -T SQUARE TOP W.C.O. PLAN WALL CLEAN -OUT ZURN Z -1441 STAINLESS STEEL COVER TP -1 PLAN TRAP PRIMER PRECISION PLUMBING PRODUCTS, INC. TRAP PRIMER VALVE # P -2 WITH ELMDOR ACCESS DOOR. STAINLESS STEEL COVER GAS CALCULATIONS PIPE SIZING CHART -1/4# PRESSURE @ .5 WC LOSS -A TYPE MANUFACTURER MODEL STORAGE INPUT ELECTRICAL RECOVERY RATE REMARKS DESCRIPTION QTY. BTUH CFH TOTAL CFH - PIPE MAX. CFH D BROILER 1 60,000 60 60 1/2" 34 GYRO MACHINE 2 30,000 30 60 3/4" 71 FRYER 1 80,000 80 80 1" 134 GRIDDLE/OVEN 1 196,000 196 196 1 -1/4" 275 1 -1/2" 412 TOTAL KITCHEN GAS DEMAND 396 2" 794 WATER HEATER 1 50,000 50 50 MAKE -UP AIR FAN (MA -1) 1 202,000 202 202 AC -1 1 40,000 40 40 TOTAL GAS DEMAND 688 SYSTEM DEVELOPED LENGTH 200' WATER HEATER SCHEDULE MARK TYPE MANUFACTURER MODEL STORAGE INPUT ELECTRICAL RECOVERY RATE REMARKS GAS RHEEM G60 -50 30 GAL 5 0 U - 92 GPH 50 F @ ° PROVIDE EXPANSION TANK SIZED PER MANUFACTURER; PURCHASED & INSTALLED BY G.C. D EXISTING GAS LINE STUBBED -OUT @ TENANT METERLOCATION - METER INSTALLED BY DAPNE'S 1 3/16 =1 -0 GAS =I 3f AC1� ( _- (ON ROOF) •S TIER ‘7i 1936 P.O.C. (E) GASISTUB$ • -O u ABOVE CLO .,N VILE. , -- . .... , 1 K kV � 1 1 \ i 848 ri 1 s 4 TIER --y,A TIER SHUt-OFFVALVE ABOVE CEILI G W /MA sL KED To THE . FIRE 'ROTECT� l E' • i 11 GYRO B OIL R S*;O.V. cr7r 32" AFF (I111.O.N.) r 3/4'4 R ANGE/ "I 30 F I I RIDDLE b oo 5 =LA NN 3/4" i l 1 f 1'j�{.' . ' • MA -1 11 4 - 7 1 1 (ON QOF,1)1 / i 1 n I! I b, r , ' F i HEATER ` 1 Il f II I / / GENERAL PLUMBING NOTES: 1. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEAN -OUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE DESIGNER PRIOR TO ANY INSTALLATION, 2. ALL WORK AND MATERIAL SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE INSPECTING AUTHORITY. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR OTHERS APPLICABLE TO THIS PROJECT. A. 2006 IBC B. 2006 IMO C. 2006 UPC D. 2005 NEC 3. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKES. 4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 5. ALL HOT WATER AND /OR CONDENSATE PIPING IN ATTIC SPACES SHALL BE INSULATED WITH "MANVILLE MICRO -LOCK 850 APT" 1" THICK FOR SIZES UP TO 2" 1 1/2" THICK FOR SIZES 2 1/2" AND LARGER, MIN. THERMAL RESISTANCE SHALL BE R4.0 TO R4.6 PER INCH. 6. ALL EQUIPMENT SHALL BE LATERALLY SUPPORTED IN ALL DIRECTIONS TO RESIST A MIN. OF 20% OF THE EQUIPMENT OPERATING WEIGHT. 7. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 8. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS LINE SIZE U.O.N. ON DRAWINGS. 9. WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED AND LISTED RP BACK FLOW PREVENTER AS PROTECTION OF WATER CONNECTION TO CARBONATOR. THIS RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH LEGAL AIR GAP. 10. WATER HEATER EXPANSION TANK WILL BE PROVIDED PER REGULATING CODE 11. ALL HOSE BIBBS SHALL HAVE ANTI - SIPHON VALVES. 12. MOP SINKS SHALL HAVE A FAUCET WITH AN INTEGRATED ATMOSPHERIC VACUUM BREAKER. 13. NO VENTING SYSTEM SHALL TERMINATE LESS THAN 3 FT. ABOVE ANY FORCED AIR INLET LOCATED WITHIN 10 FT. OR LESS THAN 4 FT. FROM ANY PROPERTY LINE EXCEPT PUBLIC WAY WATER PIPING: 1. COPPER TUBE FOR WATER PIPING SHALL HAVE A WEIGHT OF NOT LESS THAN THAT OF COPPER WATER TUBE TYPE "L" EXECUTION: TYPE "M" COPPER MAY BE USED FOR WATER PIPING WHEN PIPING IS ABOVE GROUND AND THE NORMAL MAX. PRESSURE DOES NOT EXCEED 100 LBS AND THE WORKING PRESSURE DOES NOT EXCEED 210 DEGREES F. 2. ALL UNDERCABINET COPPER TUBE PIPING TO BE TYPE "K" 3, PROVIDE INLINE S/S BACKFLOW VALVE ASSEMBLY ON C.W. SUPPLY TO BEVERAGE CARBONATOR WITH A WATER FILTER UPSTREAM OF THE BACKFLOW VALVE - USE FLEX LINE & S/S FITTINGS BETWEEN BACKFLOW VALVE & CARBONATOR, NO COPPER OR BRASS. AN APPROVED FUNNEL DRAIN WITH A 1" AIR GAP SHALL BE PROVIDED FOR THE BACKFLOW VALVE RELIEF. FUNNEL DRAIN MAY DISCHARGE TO FLOOR SINK WASTE PIPING: 1. ALL DRAINS, WASTE AND VENTS TO BE CAST IRON OR ABS 44 OR APPROVED EQUAL 2. TRAP PRIME FLOOR DRAINS. INDIRECT FROM CLOSEST COLD WATER SOURCE. 3. MIN 1 /4 " /FT. SLOPE AT ALL DRAIN AND WASTE LINES 4. MIN- SLOPE TO FLOOR DRAINS 1 /8 " /FT. FOR A MIN. 3' -0" 5. WASTE PIPING FROM THE SODA DISPENSER WASTE RECEPTACLE SHALL BE ACID RESISTANT PER CODE. GAS PIPING: 1. ALL PIPE USED FOR THE INSTALLATION, EXTENSION, ALTERATION OR REPAIR OF ANY GAS PIPING SHALL BE STANDARD WEIGHT WROUGHT IRON OR STEEL (GALVANIZED OR BLACK), YELLOW BRASS (CONTAINING NOT MORE THAN 75% COPPER) OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER. 2. ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON, YELLOW BRASS, OR APPROVED PLASTIC FITTINGS. 3. ALL VALVES AND APPURTENANCES USED IN CONJUNCTION WITH THE ABOVE PIPING SHALL BE OF A TYPE DESIGNED AND APPROVED FOR USE WITH FUEL GAS 4. PROVIDE AN APPROVED SEISMIC GAS SHUT -OFF VALVE FOR ALL GAS FIRE EQUIPMENT. THERMAL EXPANSION ABSORBER - AMTROL ST -5 THERM -X -TROL OR EQUAL BALL VALVE - TYP. CW HW .L0A I H FULL SIZE VENT "B" GAS VENT THRU ROOF WITH APPROVED CAP (GAS WATER HEATER ONLY) NOTE: LIMIT HOT WATER TEMPERATURE TO 110° F MAXIMUM FOR ALL LAVATORIES AND SHOWERS DIELECTRIC UNION @HW &CW TEMPERATURE & PRESSURE RELIEF VALVE 20GA x 1 1/2" GALV. STRAP W/ 1/4" DIA. LAG BOLT EA. END - SECURE TO STUD IN WALL 3/4" cu. DRAIN TO MOP SINK air Obb-1 RECENF APR 17 2Uuti PERMIT CENT r4 DATE: 03/26/08 JOB NO: 28 — DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 uJ 0 REVISIONS SHEET NUMBER P2 DAPHNE'S GREEK TUKWILA, WA 98188 2600 SOUTHCENTER H. |' ! |' �-' /. / |C �a* ^ If ~ -- . .' " " , --14 TIER • �� � = . ,— ~= • ' - - , ,! � } SEE NOt =I A � �� " / I 11 _. . • //// , SEE DESK ELE 6/A3 FOR A-6 FS /GNSUNOER88EPARATEPERW1[[&APPROVAL iq AlION fOUT / A I / IN SOFFIT FOR T.V. A-32 ‘-.-~-t^u16ma~8pX `x�= ^.� LO �2 �YP ) VERIFY � /��- � JAY --/ ' / �--��- u �4 v�^���=/ _/ ' - ~����m� x�'� / / / ' / 3/1e," ~~ 30A 314"C.-3#12 |i \ |/ \ �| -�/' A-39,41 ' /\ / \ � � ELECT'L. INTERLOCK \ ' / / 1 / NOTES: 1 ELECTRICAL SUBJECT TO INSPECTIONS. 2. ALL SIGNS REQUIRE SEPARATE PERMITS AND APPROVALS 3 ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE LISTED FOR EXTERIOR USE. 5 CONTRACTOR SHALL USE A CODE APPROVED WIRING METHOD OF THE FOLLOWING: a) ALL CONDUITS BELOW SLAB OR GRADE SHALL BE PVC AND SHALL INCLUDE A GROUND WIRE b) ALL EXPOSED CONDUIT SHALL BE EMT c) ALL CONDUCTORS FOR FEEDERS AND BRANCH WIRING SHAL BE COPPER d) CONCEALED BRANCH WIRING MAY BE TYPE MC OR AC CABLE, IF APPROVED FOR USE BY THIS JURISDICTION. 6 ALL ELECTRICAL PENETRATIONS INTO THE WALK-IN COOLER SHALL BE SEALED PER SECTION 300- OF THE NEC 7 PROVIDE SEPARATE CONTACTOR FOR CHEF BASE TO ALLOW CHEF BASE POWER TO REMAIN ON WHEN OTHER EQUIPMENT UNDER HOOD IS SWITCHED OFF W/ HOOD - CHEF BASE POWER SWITCHED OFF ONLY BY HOOD ANSULSYSTEM IN CASE OF FIRE. 8. ALL VISIBLE OUTLET & SWITCH COVERPLATES IN DINING AREA SHALL BE STAINLESS STEEL 9. ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL ALL MATERIALS NECESSARY TO INTERLOCK THE MAKE-UP AIR FAN, EXHAUST HOOD & OUTLETS AT COOKLINE WITH THE ANSUL SYSTEM IN ORDER TO PROVIDE EMERGENCY EQUIPMENT SHUT DOWN AS REQUIRED BY THE FIRE DEPARTMENT. 10 WHEN SIGNAGE CIRCUITS ARE CONNECTED TO TENANT (DAPHNE'S) PANEL, USE TORK MODEL#1103 TIME CLOCK FOR SIGNAGE CIRCUITS - SET TO POWER ON! AT DUSK & OFF AT MIDNIGHT 11. ALL 125V ELECTRICAL RECEPTACLES LOCATED IN THE KITCHEN AREAS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION PER NEC 210.8(8)(2) 12. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM WIRE SIZE SHALL BE#12AVV8U.{lNi ALL WIRE #8 AWG AND LARGER SHALL BE STANDED, #10 THRU #12 AWG CONDUCTORS SHALL BE SOLID. USE THE 75C AMPACITY RATING FOR CONDUCTORS FEEDING EQUIPMENT RATED 100A OR LESS OR FOR EQUIPMENT RATED FOR CONDUCTORS#1 AWG OR LESS. 13. ALL CIRCUIT BREAKERS CONTROLLING FLUORESCENT LIGHTING SHALL SWD LISTED. 14PROVDEENGRAVEDPHENOUONAMBzL\ ES FOR ALL PANELBOARDS & DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 9 A EL. ±��"AF ' (E) ROOF JOISTS 6^ EL. 11 T 2x4 CLG. GRID e d 4 EL. �0"AP T 2x4 CLG. GRID 1•1111111•1111111 IIIM=11111111171= Ilr TRA 3/4":i1 SECTION VIEW STEP-DOWN TRANSFORMER FRONT VIEW PLAN VIEW K-���U� �K���� KEY NOTES: 1 2 3 5 TENANT PANELS (PROVIDED & INSTALLED BY G.C. - CONNECT TO (E) MAiN BREAKER & METER IN SWITCHGEAR - SEE SINGLE LINE DIAGRAM) PANEL 'YY'-12O/2O8V.365.4VV-126A LIGHTING CONTROLLER ON WALL 72"A.FF SEE DIAGRAM - SHEET E2 (E)1"C.TO&1.P.O.E. ABOVE CEILING NK PULLSTR/NG(TELEPHONE)-0.F J-BOX FOR CAT. 5 CABLE & TELE. HOME RUN TO MGR. DESK 75KVA STEP-DOWN TRANSFORMER ABOVE SEE DTL. #3 WIDE FLANGE UN|871RUTP10UOCHANNEL W/ P1386 BEAM CLAMPS - SPAN BETWEEN (2) PURLINS 01/2" THREADED ROD (TYP. 4 CORNERS) EXTEND CEILING TILES VERT. TO UPPER CEILING GRID ELEVATION BRACED CONNECTIONS c WALL SEE PLAN VIEW PARTITION WALL PER PLAN 8/8"p.FLP[yD.lN LIEU Op GYP. BD. @ ATTACHMENT TO WALL UNI-8TRUTP4O0O CHANNEL x1D"LONG .^~~ (/GRT.)VNQD388'Dx11/2" LAG SCREWS INTO BLK'G. WITHIN WALL UNI-STRUT A1026 BRACKET EA. BRACE CONN. TO WALL (4)01/2"11 SUPPORT RODS GA. CORNER TO ROOF STRUCT. (4) WV!STRUTP10OV188"CHANNEL 3/4" FIRE RETARDAN PLYWOOD DECK UNISTRUTP1036 PLATES (TYP. EA. CONNECTION) } ������������� '�n�v�a~x�x�u� APR 1 r� «» o v u�w�� PERMIT CENTER DATE: 03/26/08 JOB NO: 28-- DRAWN; CHECKED: MigniMMEMOMMEMMII 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 835-5696 FAX: (817) 835-5699 REVISIONS SHEET NUMBER El ELECTRICAL LEGEND G WALL SWITCH wr»rr,uO.m � '" 0kUK8ERVVALLSVVTCH SWITCH Lurnow*RI^om/#Ax*GQp*vx � - DUPLEX RECEPTACLE 18'xp,F.uo.m. J6 GFCI DUPLEX RECEPTACLE 1o' ARE, u.um �� " [�UAORUPLEXRECEPTACLE ,v'AFruOw. DUPLEX MONUMENT aovnwo.uweo �� �/ ELECTRONIC T-STAT J� �R 240V RECEPTACLE ,m'A.r.ruom. JUNCTION BOX IF TELEPHONE/DATA OUTLET nw�.0 PULL STRING ABOVE cEILINO 18'a.r.r.uom | p ELECTRICAL DISCONNECT SQUARE-0 , GENERAL ELECTRIC OR CUTLER HAMMER H. |' ! |' �-' /. / |C �a* ^ If ~ -- . .' " " , --14 TIER • �� � = . ,— ~= • ' - - , ,! � } SEE NOt =I A � �� " / I 11 _. . • //// , SEE DESK ELE 6/A3 FOR A-6 FS /GNSUNOER88EPARATEPERW1[[&APPROVAL iq AlION fOUT / A I / IN SOFFIT FOR T.V. A-32 ‘-.-~-t^u16ma~8pX `x�= ^.� LO �2 �YP ) VERIFY � /��- � JAY --/ ' / �--��- u �4 v�^���=/ _/ ' - ~����m� x�'� / / / ' / 3/1e," ~~ 30A 314"C.-3#12 |i \ |/ \ �| -�/' A-39,41 ' /\ / \ � � ELECT'L. INTERLOCK \ ' / / 1 / NOTES: 1 ELECTRICAL SUBJECT TO INSPECTIONS. 2. ALL SIGNS REQUIRE SEPARATE PERMITS AND APPROVALS 3 ALL EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE LISTED FOR EXTERIOR USE. 5 CONTRACTOR SHALL USE A CODE APPROVED WIRING METHOD OF THE FOLLOWING: a) ALL CONDUITS BELOW SLAB OR GRADE SHALL BE PVC AND SHALL INCLUDE A GROUND WIRE b) ALL EXPOSED CONDUIT SHALL BE EMT c) ALL CONDUCTORS FOR FEEDERS AND BRANCH WIRING SHAL BE COPPER d) CONCEALED BRANCH WIRING MAY BE TYPE MC OR AC CABLE, IF APPROVED FOR USE BY THIS JURISDICTION. 6 ALL ELECTRICAL PENETRATIONS INTO THE WALK-IN COOLER SHALL BE SEALED PER SECTION 300- OF THE NEC 7 PROVIDE SEPARATE CONTACTOR FOR CHEF BASE TO ALLOW CHEF BASE POWER TO REMAIN ON WHEN OTHER EQUIPMENT UNDER HOOD IS SWITCHED OFF W/ HOOD - CHEF BASE POWER SWITCHED OFF ONLY BY HOOD ANSULSYSTEM IN CASE OF FIRE. 8. ALL VISIBLE OUTLET & SWITCH COVERPLATES IN DINING AREA SHALL BE STAINLESS STEEL 9. ELECTRICAL CONTRACTOR SHALL PROVIDE & INSTALL ALL MATERIALS NECESSARY TO INTERLOCK THE MAKE-UP AIR FAN, EXHAUST HOOD & OUTLETS AT COOKLINE WITH THE ANSUL SYSTEM IN ORDER TO PROVIDE EMERGENCY EQUIPMENT SHUT DOWN AS REQUIRED BY THE FIRE DEPARTMENT. 10 WHEN SIGNAGE CIRCUITS ARE CONNECTED TO TENANT (DAPHNE'S) PANEL, USE TORK MODEL#1103 TIME CLOCK FOR SIGNAGE CIRCUITS - SET TO POWER ON! AT DUSK & OFF AT MIDNIGHT 11. ALL 125V ELECTRICAL RECEPTACLES LOCATED IN THE KITCHEN AREAS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION PER NEC 210.8(8)(2) 12. CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM WIRE SIZE SHALL BE#12AVV8U.{lNi ALL WIRE #8 AWG AND LARGER SHALL BE STANDED, #10 THRU #12 AWG CONDUCTORS SHALL BE SOLID. USE THE 75C AMPACITY RATING FOR CONDUCTORS FEEDING EQUIPMENT RATED 100A OR LESS OR FOR EQUIPMENT RATED FOR CONDUCTORS#1 AWG OR LESS. 13. ALL CIRCUIT BREAKERS CONTROLLING FLUORESCENT LIGHTING SHALL SWD LISTED. 14PROVDEENGRAVEDPHENOUONAMBzL\ ES FOR ALL PANELBOARDS & DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 9 A EL. ±��"AF ' (E) ROOF JOISTS 6^ EL. 11 T 2x4 CLG. GRID e d 4 EL. �0"AP T 2x4 CLG. GRID 1•1111111•1111111 IIIM=11111111171= Ilr TRA 3/4":i1 SECTION VIEW STEP-DOWN TRANSFORMER FRONT VIEW PLAN VIEW K-���U� �K���� KEY NOTES: 1 2 3 5 TENANT PANELS (PROVIDED & INSTALLED BY G.C. - CONNECT TO (E) MAiN BREAKER & METER IN SWITCHGEAR - SEE SINGLE LINE DIAGRAM) PANEL 'YY'-12O/2O8V.365.4VV-126A LIGHTING CONTROLLER ON WALL 72"A.FF SEE DIAGRAM - SHEET E2 (E)1"C.TO&1.P.O.E. ABOVE CEILING NK PULLSTR/NG(TELEPHONE)-0.F J-BOX FOR CAT. 5 CABLE & TELE. HOME RUN TO MGR. DESK 75KVA STEP-DOWN TRANSFORMER ABOVE SEE DTL. #3 WIDE FLANGE UN|871RUTP10UOCHANNEL W/ P1386 BEAM CLAMPS - SPAN BETWEEN (2) PURLINS 01/2" THREADED ROD (TYP. 4 CORNERS) EXTEND CEILING TILES VERT. TO UPPER CEILING GRID ELEVATION BRACED CONNECTIONS c WALL SEE PLAN VIEW PARTITION WALL PER PLAN 8/8"p.FLP[yD.lN LIEU Op GYP. BD. @ ATTACHMENT TO WALL UNI-8TRUTP4O0O CHANNEL x1D"LONG .^~~ (/GRT.)VNQD388'Dx11/2" LAG SCREWS INTO BLK'G. WITHIN WALL UNI-STRUT A1026 BRACKET EA. BRACE CONN. TO WALL (4)01/2"11 SUPPORT RODS GA. CORNER TO ROOF STRUCT. (4) WV!STRUTP10OV188"CHANNEL 3/4" FIRE RETARDAN PLYWOOD DECK UNISTRUTP1036 PLATES (TYP. EA. CONNECTION) } ������������� '�n�v�a~x�x�u� APR 1 r� «» o v u�w�� PERMIT CENTER DATE: 03/26/08 JOB NO: 28-- DRAWN; CHECKED: MigniMMEMOMMEMMII 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 835-5696 FAX: (817) 835-5699 REVISIONS SHEET NUMBER El LIGHT FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION 24 "x48" RECESSED 3 LAMP FLOUR. TROFFER: A ; COOPER #2GR8 332A UNV -EB81 U f LAMPS: GE #F32T8 /SP41/ECO - NL: NIGHT LIGHT - 1 LAMP ALWAYS ON; NOT SWITCHED B 4" LOW VOLTAGE W/ ADJUSTABLE DROP TRIM: LITON #LH1499- LR1467W LAMP: GE #037 MRI6 /HIR /CG/FL40 C 5" RECESSED HALOGEN DOWNLIGHT: LITON #LH- 5 /LR503NN W/ NATURAL ALUM. RIBBED TRIM LAMP: GE #50PAR30 /HIR /FL35 NL = NIGHT LIGHT - ALWAYS ON; NOT SWITCHED SS = COVERGUARD LAMP; NO LENSE LED EXIT SIGN W/ WHITE HOUSING & EM LITON: LX900G (5 WATTS) (90 MIN. EM BATTERY BACK -UP POWER SUPPLY) LED EXIT SIGN/EM "BUGEYE" COMBO W/ WHITE HOUSING BEST LIGHTING #CEX- U -1 -G -W (5 WATTS) (90 MIN. EM BATTERY BACK-UP POWER SUPPLY) EM LIGHT "BUGEYE" WI WHITE HOUSING BEST LIGHTING #R5- HO -WH -9W 4 - 200 WATT CLEAR INCANDESCENT BULBS (EXHAUST HOOD LIGHTS) HOOD SWITCH TO HAVE RED ILLUM.TOGGLE A5 • e , ' 1 ,,,,, ,,,,,,,,,,,,,, ,,,,,,,, 1 1 ccle LIGHTING CONTROLLER OVERRIDE SWITCH 1 r c---- • it/ • / LOW VO T A GE ACCEN L)GHTING IN SOF :IT/- VERIFY WI OWNr fN N.T.e. (E) 800AF (E) 800AT 1 1 3 4 LOCATION: KITCHEN MOUNT: FLUSH DESCRIPTION LIGHTING - KITCHEN LIGHTING - SOFFIT LIGHTING - SERVICE AREA EXHAUST HOOD VISI- COOLER / CONV. RECEPTACLE ICE MACHINE SPARE KITCHEN RECEPTACLE 400 I 20 t 17 18 20 J DISHWASHER T REACH -IN FREEZER FAN COIL - WALK -IN COOLER REMOTE CONDENSER - (RC -1) EXHAUST FAN - (EF -1) ROOF RECEPTACLE SPARE MAKE -UP AIR FAN - (MA -1) WATTS PER LINE TOTAL 0A 12862 TOTAL LOAD HIGH PHASE 38.080 12,862 CONT. BUS l� GND. NOTE: SINGLE LINE DIAGRAM SHOWN FOR REFERENCE ONLY - ALL EQUIPMENT, FEEDERS, ETC. ARE EXISTING UNLESS OTHERWISE NOTED. SINGLE LINE KEYNOTES: EXISTING 200A. 30, 600V RATED METER SOCKET; METER PROVIDED BY E.G. EXISTING 200A, 30 FRAME, CLASS T FUSE PULL -OUT; VERIFY IN FIELD NEW 75KVA TRANSFORMER - BY E.C. 480V- 208V/120, 30, 4W, Z =5% (90A PRIMARY) (208A SECONDARY) 2 "C -4#3/0 + 1#6 THWN CU. U 2 "C -4#3/0 + 1#6 THWN CU. I " J 200A, 30 FUSED DISCONNECT • 310 T 1000 1 360 B C 20 AF 1200AF I 1200AF 800 1. -..__. 480 20 9 I 10 20 ! 1548 380 20 11 12 20 _ 1560 — - WATTS AT 120/208 V.,30, 4W.= WATTS AT 120 V.,10, 2W.= 14G PANEL SCHEDULE "A" 20 1 I BKR CIR ' j CIR 2 BKRi A 20 25 - 20 .�_...3._... __ L.. ` 2 0 1._ .. r 800 350 20 5 6 20 20 . 7 .. 8 20 I 400 OB 12835 (E) 800A BUS 277/480V, 30,4W - 25K AIC M 200AF 200AF TENANT METERS 106 107 7o- 200A 12U/2 PANEL 'A' A . A. (38KVA) � - #6 Cu. GND. COLD WATER 120V/208V,3PH.,4W. 200 AMP I DESCRIPTION EXIT SIGNS / EM LIGHTS • P.O.S. RECEPTACLES 20 I t 14 20 1150 1000 20 15 16 20 720 GYRO MACHINES 200 20 35 36 ; -- — SPACE 20 37 T2 38 0 15$5 I — 1373 2Q 39 40 �- -- __ _ . _• ' 1585 AC -1 I 1373 41 42 1, 3 I 1585 6397 6717 5407 6465 6118 6976 OC 12383 200AF I 100AF h MAIN LUG 600 MANAGER DESK RECEPTACLES MANAGER DESK RECEPTACLES RICE COOKER 771 REF. CHEF BASE ---- .._..._. 1 CONVECTION OVEN I _ I 1380 REF. PREP TABLE 1495 20 � 19 , 20 20 - - 865 � . HOT FOOD WELLS 1144 20 , , 21 , 22 2 865 F . —+ • -- — _ I / I. -.. _ • - - -_• - _ + 1144 2 j 23 . i 24 r 20 , 840 I FRYER 432 - 25 26 20 1440 FOOD HOLDING STATION V CARBONATOR 29 1560 1560 4 20 2 � 28 20 600 1800 T O SODA / CARB 800 I 20 • ! 31 i , 32 ' 20 1000 _ I -� I SIGNAGE 800 2 , 33 ! 34 - -- I SPACE H I - 120V C=J I F 4 R TO PANEL TO LIGHTING LOAD KEY NOTES CONNECT TO NEAREST 120V BRANCH CIRCUIT (FIELD VERIFY) 2HR OVERRIDE SWITCH WITH SPRING WOUND (VERIFY LOCATION) 365 DAY PROGRAMMABLE TIME CLOCK WITH WEEKEND & HOLIDAY SHUT -OFF FEATURE WHICH TURNS OFF ALL LOADS FOR AT LEASE 24 HOURS THEN RESUMES NORMAL SCHEDULED OPERATION & 10 HOUR MIN. PROGRAM BACK -UP IF POWER IS INTERRUPTED. MULTI -POLE LIGHTING RELAY WITH N.O. CONTACTS AND 120V CONTROL COIL (AS NOTED ON PANEL SCHEDULES (VERIFY # OF POLES) LIGHTING CONTROL DIAGRAM RECEIVED MIMMEMEMMEMEitiM DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 MiiiMEMMiiiiMENNEM ur) Li 0 REVISIONS SHEET NUMBER APR 172i� PERMIT CENTEFh E2 EQUIPMENT SCHEDULE ELECTRICAL PLUMBING LOAD WATER BTU ITEM QTY DESCRIPTION MODEL REMARKS VOLT I H.P. PHASE AMP CONN. REMARKS HOT COLD WASTE x1000 REMARKS 1 2 CASH REGISTER BY OWNER 120 1 C DED. CIRCUIT 2 1 SODA DISPENSER , CORNELIUS #2323 UNIVERSAL DROP —IN MODEL 120 1 1.5 C AT 18" A.F.F. 1/4" F.S. 1" AIR GAP 1 £RIEIb"FQ .'HOEDINF STQILOt M ERCD #27007 COUNTERTOP MODEL 120 1 12 C AT 24" A.F.F. — �4gr 1 �,..kVSt-.rQ0hEdy TRUE GDM - 7 ON CURB 120 1/5 1 4 AT 18" A.F.F. .•.5 1 .r3 RANGE. GRID DLE IMPERIAL IR2G36 — 6 "H BACKSPLASH O UR SHELF TO BE HINGED 120 1/4 1 5x2 C 2 -- CONVECTION OVENS 196 • 2 �ERAVER�GASrfi1 K RF10 FRYMASTER #H55 -2 120 1 7 C AT 24" A -F.F. 80 +.T 2 L G•'Lg ,►t�A�IN�,,... OPTIMAL AUTOMATICS #3 —PG 120 1 1 C AT 24" A.F.F. 30 Ti 1 GYRO STAND CUSTOM 'R 1 t 5REFRIGERATED CHEEceBI5E TRAULSEN #TEOS4HT ON CURB 120 -- 1 6.7 C AT 18" A.F.F. 9 1 RADIANT BROILER IMPERIAL IRS 36 2 7/8 "H BACKSPLASH 60 10 1 S/S EXHAUST HOOD CAPTIVE AIR SEE MECH'L_ DWGS. 120 1 D ELECT. DISCONN. TO ANSUL SYSTEM 11 1 12" DEEP x PLAN S/S WALL SHELF CUSTOM — BY MILLWORK CONTRACTOR AT 72" A.F.F. SEE NOTE #5 12 1 15" x 30" S/S WORK TABLE CUSTOM s1r3 1 4 EFRIGERATEEPIPREF"' TRAULSEN #VPS9 ON CURB 115 1/2 1 12 C AT 18" A.F.F. 1 .5r. EAMaa.TABEa. RANDELL 3613 -208 ON CURB 208 1 16 D F.S. 1" AIR GAP 15 1 FILLER FAUCET FOR STEAM TABLE 1/2" 16 — -- 17 1 36" x 30" S/S WORK TABLE CUSTOM — W/ 1/2 PAN CUT — OUT -- -- -- -- — -- 18 1 48" x 30" S/S WORK TABLE CUSTOM ON CURB 19 1 S/S HAND SINK ADVANCE 7PS60 AT 34" A.F.F. TO RIM 1/2" 1/2" 2" PERMANENTLY MNTD. SOAP & ENCLOSED PAPER TOWEL DISP. 20 1 ANSUL FIRE SUPPRESSION SYSTEM CAPTIVE AIRE - -- INTERCONNECT W/ HOOD & GAS SYS. 21 PLAN 48" x 14" S/S EPDXY WIRE SHELF EAGLE AT 64" A.F.F, — U.O.N. ( SEE NOTE #5 22 1 30" x 48" S/S WORK TABLE ADVANCE 23 1 ND TER DISHWASHER O 6" LEG O N LEGS CMA L -1X BY OWNER 120 1 13 , D 1/2" F.S. 1" AIR GAP 24 PLAN 36" x 14" S/S EPDXY WIRE SHELF EAGLE AT 64" & 76" A.F.F. — U.O.N_ SEE NOTE #5 25 1 S/S 3 COMPARTMENT UTENSIL SINK 90" — NSF APPROVED 18" x 18" x 12" DEEP COMPARTMENTS 2" SEE NOTE #3, 26 1 FAUCET W/ PRE —RINSE FISHER 2210 --WB -2949 1.6 GPM 1/2" 1/2" SEE NOTE #3 27 1 S/S VEGETABLE PREP SINK 51" — NSF APPROVED ADDS S SPLASH BARRIER WHEN ADJACENT TO PREP TABLE 1/2" 1/2" F.S. 1" AIR GAP 27.1 1 FAUCET FISHER 3252 1/2" 1/2" 28 1 ICE MACHINE W/ B300 ICE BIN HOSHIZAKI KM- 501M_H 120 1 13 C AT 89" A.F.F. 1/2" F.S. 1" AIR GAP 29 1 S/S HAND SINK / S/S TABLE CUSTOM °- SINK BUILT INTO TABLE PROVIDE SPLASH GUARD __ — 1/2" 1/2" 2' PERMANENTLY MNTD. SOAP & ENCLOSED PAPER TOWEL DISP 30 1 MOP SINK — 36" x 24" x 11 ", SEE PLUMBING SHEETS BY GENERAL CONTRACTOR 1/2" 1/2" 3" SEE NOTE #6 31 1 WATER HEATER SEE PLUMBING SHEETS BY GENERAL CONTRACTOR I 32 1 SOAP DISPENSER BY OWNER 1/2" 33 1 EMPLOYEE LOCKER — WALL MNTD. ® 6" A.F.F KELMAX 12 "w x 12 "d x 72 "h 6 COMPARTMENTS; NO LEGS 34 PLAN COATED WIRE SHELVING EAGLE E— SERIES — 86" POSTS 5 TIERS HIGH TIER HT. A.F.F. 6" 28" 50.5" 65.5" 79.5" 6 %35 • 1 BMAtK 1N &G00LER THERMALRITE — U.L. #R13780 Sc #E225993 9' -6" HIGH WALL PANELS 120 1 D LIGHTS RR 81 51 54 36 PLAN DRY STORAGE SHELVING EAGLE V--- SERIES — 86" POSTS 4 TIERS HIGH TIER HT. A.F.F. 6" 30" 50" 76" 37 1 MOP RACK — WALL MOUNTED -- -- — — — I — — 38 1 SYRUP STORAGE RACK BY PEPSI 1/2" 39 2 CO2 CYLINDERS BY PEPSI 40 1 CARBONATOR BY PEPSI IN BEVERAGE CABINET 120 1 SEE NOTE #4 41 1 24" x 12" S/S SHELF CUSTOM AT 72" A.F.F. — U.O.N. SEE NOTE #5 42 1 MAKE —UP AIR UNIT (MA -1) SEE MECH'L. SHEETS ON ROOF 120 1 D ELECT. INTERLOCK W/ EF -1 1/2" 43 1 FAN COIL — W.I. COOLER THERMALRITE 115 1 3.6 D ES_ 1" AIR GAP 44 1 VERT. UPBLAST EXHAUSTER (EF -1) SEE MECH'L. SHEETS ON ROOF 208 1 D ELECT. INTERLOCK W/ MA -1 45 -- -- -- 46 1 MOP SOAP DISPENSER BY OWNER 1/2" 47 1 REMOTE COMPRESSOR — W.I. COOLER THERMALRF[E ON ROOF — SEE NOTE #7 BELOW 230 1 15 0 48 1 REMOTE COMPRESSOR — W.I. FREEZER THERMALRITE ON ROOF — SEE NOTE #7 BELOW 230 1 1 24 D 49 2 SODA CUP DISPENSER SAN JAMAR #C3400EV BY MILLWORK CONTRACTOR 50 1 FIRE EXTINGUISHER TYPE K BY GENERAL CONTRACTOR 51 1 BACKFLOW PREVENTER ( CARBONATOR) BY GENERAL CONTRACTOR IN BEVERAGE CABINET 3/4" FUNNEL DRAIN 1" AIR GAP ,52 1 aaRRB INAkG.DIsf]sE NBS NCID-15—M BOTTLED BEVERAGE STORAGE ONLY F.S. 1" AIR GAP 53 PLAN S/S DOOR FRAMES CUSTOM S4" 1 ( E1E 10FIREA6FI -= I14 TRUE T -72F 208 1 1 11 C AT 12" A.F.F. SELF— CONTAINED 55 PLAN GRAB BAR BUMPER RAIL CUSTOM — SEE COOKLINE COUNTER DETAILS 2 ® 36 "LONG , 1 @ 24" LONG 56 PLAN S/S WALL CAP CUSTOM TOP OF COVE BASE TO CEILING 57 PLAN S/S CORNER GUARD CUSTOM TOP OF COVE BASE TO CEILING 58 1 S/S SPLASH BARRIER CUSTOM ON FRYER, ADJACENT TO GYRO MACH. 59 2 GAS CONNECTOR KIT DORMONT MFG. #1675KITS - 48" 3/4" LD. 60 3 GAS CONNECTOR KIT DORMONT MFG- #165OKITS - 48" 1/2" I.D. 61 1 SAFE CORPORATE SPECIALISTS #C2020 -SG -1 63 3 LID DISPENSER SAN JAMAR L3400 BY MILLWORK CONTRACTOR 63 2 36" LONG TICKET RAILS PRINCE CASTLE #36 —s BY MILLWORK CONTRACTOR Ell BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRE COMMERCIAL REFRIGERATION TO H FOOR ; ;4T 41 DEGREES FAHRENHEIT OR ;: BELOW 111 (DOWN FROM 45 DEGREES) WAREWASH/NGJDISHWASHING SIN COMPARTMENTS SHALL'BE LARGE - ENOUGH TO ACCOMMODATE IMMERS /ON OF THE LARGEST EQUIPMENT AND UTENSILS. DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR, NECESSARY UTENSIL ..BEFORE CLEANING AND AFTER SANITIZING. Food equipment tli is certified for sanitation'by an American National Standards Institute (ANSI) - accredited certification program will comply with the food code equipment & utensil material, construction and design requirenients. FOOD S ERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL ; COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH DURABLE AND EASILY CLEANABLE.4 RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A NIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. ' e 1 1 /4" 1 tI a IN CABINET - SPLASH GUARD 9 5\71 AO. E % ■Af4 ABOVE LOCKERS OR OTHER: SUITABLE ,FACILITIES SHALL BE PROVIDED FOR THE ORDERLY.STORAGE OF EMPLOYEES' CLOTHING AND OTHER PO - HOT WATER GENERATION AND DISTRIBUTIO SY SHALL BE SUFFICIENT TO M THE P EAK HOT THRO WATER; DEMANDS UGH OUT THE FOOD. ESTA ''CO NSTRU PLUMBING TED AND INSTALLED DESIGNED, :� �r TO LAW (APPLICABLE L -STATE, ANV FEI5EiZAL STATUES, REGULATIONS AND - '--STATE, FECiEiZAL STATUES, APPROVED SUBJECT TO ORDINANCE MAY 15 2QO13 By am ' NO CHANGES `SHALL BE _ MADE WITHOU DEPARTMENT APP ROVAL ANE AGASID . ')O' , 3ZI1S&tsbL A PRE -OPE Cio 3 SPECTION BY THE Kh - ; & COUP' HEALTH W-.PARTMEA f t Q hREC TO OPERATIC' r. i PLCANT PLC AvALABLE DRY 5TORAGE RAOC CAL CULAT ION 3 RACKS @ 48" x IS" DEEP X 5 SHELVES PER RACK = 60 LF 3 RACK @ 36" x IS" DEEP X 5 SHELVES PER RACK = 45 LF TOTAL STORAGE PROVIDED 105 LF Eau IP" iENT NOTES: I. EACH HAND SINK 15 TO HAVE A COMBINATION FAUCET CAPABLE OF SUPPLYING WARM WATER FOR MIN. OF 10 SECONDS - SINK IS TO BE SUPPLIED W/ HOT (MIN. 120F) & GOLD RUNNING WATER UNDER PRESSURE AND MUST HAVE A WALL MOUNTED SINGLE SERVICE TOWEL AND SOAP DISPENSER. 2. IF A HANDSINK 15 LOCATED ADJACENTLY TO A FOOD PREPARATION OR UTENSIL WASHING SINK, THEN A BARRIER IS REQUIRED TO PREVENT SPLASH -OVER FROM THE HANDSINK TO THE FOOD PREP/UTENSIL SINK. THE BARRIER IS TO BE THE LENGTH OF THE SINK, AT LEAST 12 INCHES IN HEIGHT AND HAVE A MINIMUM OF TWO INCHES CLEARANCE EACH SIDE OF THE BARRIER. THE BARRIER MUST BE CONSTRUCTED OF WATERPROOF MATERIAL, FIRMLY ATTACHED TO THE WALL OR OTHER APPROVED STRUCTURE. 3. UTENSIL SINK MUST BE PROVIDED IA1/ A MIXING VALVE CAPABLE OF REACF?ING EACH COMPARTMENT ALL UTENSIL SINK COMPARTMENTS TO BE MIN. OF 18" x IS" x 12" DEEP (OR 16" x 20" x 12" DEEP) WITH A MIN. IS" ORAINBOARD AT EACH END, HOWEVER, SINK MUST BE ABLE TO ACCOMODATED THE LARGEST UTENSIL TO BE WASHED. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BAGKSPLASH. 4. WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PROTECTOR. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 5. SHELVES INSTALLED ON WALL ARE TO HAVE A MIN. I" GAP OR OPEN SPACE BETWEEN THE BACK EDGE OF THE SHELF AND THE WALL SURFACE, OTHERWISE, THE BACK EDGE OF THE SHELF MUST BE SEALED TO THE WALL WITH AN APPROVED SEALANT. 6. THE JANITORIAL SINK SHALL BE A FLOOR MOUNTED PRE - FABRICATED MOLDED PLASTIC BASIN OR A CURBED FLOOR AREA PROPERLY SLOPED TO A DRAIN. CURBED AREA SURFACES NEED TO BE SMOOTH, IMPERVIOUS AND OF AN EASILY GLEANABLE CONSTRUCTION. ALL JANITORIAL SINKS ARE TO BE SUPPLIED W/ HOT AND GOLD RUNNING WATER TO A MIXING TYPE FAUCET. THE FAUCET SPIGOT END IS TO HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACK -FLOW PREVENTION DEVICE ATTACHED. - 1. WALK -.-IN REMOTE COMPRESSORS SHALL BE SET FOR A 30 MIN. DEFROST CYCLE TO OCCUR EVERYDAY @ 8:00 A.M., 2:00 P.M. $ IO:OO P.M. 8. REFRIGERATION INSTALLER SHALL SEAL ALL PENETRATIONS INTO WALK -IN $ FREEZER CEILINGS $ WALLS D08- l93 DATE: 03/26/08 JOB NO: 28 - -- DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 RECEIVED MAY 12 2008 A. DER SQUAPP 8, U 0 L CD 5/7/08 P.C. REVS. 5/7/08 HEALTH DEPT. MINEMENEEMENEMIE REVISIONS RECEIVED MAY ,1 2008 PERMIT CENTER SHEET NUMBER K1