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Home My WebLink AboutPermit D10-040 - WESTFIELD SOUTHCENTER MALL - JOLLIBEE / RED RIBBON - TENANT IMPROVEMENTJOLLIBEE /RED RIBBON 1372 SOUTHCENTER MALL D1O-040 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: / /wwwci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -040 Occupant /Tenant: JOLLIBEE /RED RIBBON Building Address: 1372/1374 SOUTHCENTER MALL, SUITE NO. Parcel No.: 9202470010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA 90025 -1748 Use: RESTAURANT Occupancy Group /Division: A2 Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 175 BUILDING OFFI IAL DA Yl 772010 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oftukwila 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 Parcel No.: 9202470010 Address: 1372 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-040 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 Tenant: Name: JOLLIBEE /RED RIBBON Address: 1372 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA 90025 -1748 Phone: Contact Person: Name: TRICIA RUSSEL Address: 711 N FIELDER RD , ARLINGTON TX 76012 Phone: 817 - 635 -5696 Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA 95677 Phone: 916- 630 -7200 Contractor License No: TILTOPC909CP Expiration Date: 02/16/2012 DESCRIPTION OF WORK: INTERIOR TI FOR A RESTAURANT INSIDE EXISTING MALL INCLUDING THE ADDITION OF A NEW EXTERIOR DOOR. Value of Construction: $250,000.00 Fees Collected: $4,475.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0004 * *continued on next page ** doc: IBC -7/07 D10 -040 Printed: 05-19-2010 City "Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.ci.tulcwila.wa.us Permit Number: D10-040 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: `( V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of wo • a; authorized to sign and obtain this development permit. Date: Signature: Print Name: 6'cp� , / // 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 su.spended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -040 Printed: 05 -19 -2010 • • 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 Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1372 SOUTHCENTER MALL TUKW JOLLIBEE /RED RIBBON Permit Number: Status: Applied Date: Issue Date: D10-040 ISSUED 02/11/2010 05/19/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 and verifications for concrete construction shall be required. 6: 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. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: 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. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: 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. 14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. doc: Cond -10/06 D10 -040 Printed: 05-19-2010 . . 1"-- � wq City of Tukwila ti Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ht0://www.ci.tukwila.wa.us 15: 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 contractors responsibility to have a set of plans approved by the agency on the job site. 16: 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. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: 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. 19: 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. 20: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 21: 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. 22: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 25: 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. 26: ** *FIRE DEPARTMENT CONDITIONS * ** 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 28: 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) 29: 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 doc: Cond -10/06 D10-040 Printed: 05-19-2010 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 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 nun) 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) 30: 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) 31: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 32: 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) 33: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 34: 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) 35: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 36: 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) 37: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 38: 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) 39: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 40: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 41: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction doc: Cond -10/06 D10 -040 Printed: 05 -19 -2010 • 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: ht4x//www.ci.tulcwila.wa.us cannot be readily changed. (IFC 1011.5.1) 42: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 43: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 44: 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) 45: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1FC 901.4) 46: 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) 47: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 48: 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.(All fire alarm components to be tied to the main mall fire alarm panel.) 49: Emergency voice evac also required. 50: Maintain existing smoke control system smoke detectors and exhaust fan(s). 51: Local U.L. central station supervision is required. (City Ordinance #2051) 52: 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) 53: 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) 54: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 55: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 56: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) ( post address per approved Westfield standards.) 57: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth doc: Cond -10/06 D10 -040 Printed: 05 -19 -2010 • • r---- 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 in Table No. 803.5 of the International Building Code. 58: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 59: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 60: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 61: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 62: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 63: One sign is permitted. Size review will be calculated as part of sign permit application. See Sign Code for wall sign size formula based upon size of tenant facade. * *continued on next page ** doc: Cond -10/06 D10 -040 Printed: 05 -19-2010 • • ► \wq� City of Tukwila �: \y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: S Q doc: Cond -10/06 D10 -040 Printed: 05-19-2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www,citukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 3�an•�) R.-D�u 00 71_ ///,, // King Co Assessor's Tax No.: / �" Site Address: (033 5//)u7` (eA/ er /� t i.c4 1.368i -VZ Suite Number: NAB /171 Floor: j Tenant Name:. i o // ie ,/Peg/ R 4 ii Property Owners Name: Mailing Address: New Tenant: Yes ❑..No City State Zip CONTACT PERSON -who dowe contact when your permit` is ready to be issued Name: 7jc.jq -gu55� -� Mailing Address: 7/1 /I/. R.e../e/er RI Day Telephone/8/7)63S Ala 96 Agility /DA/ 7X 7401 z City State Zip E -Mail Address: Fax Number:()7) 635- 5 79 GENERAL CONTRACTOR INFORMA.� (Contractor Information for Mechanica1(pg 4) for PI'umbing -and Gas'Pipiing (pg5j Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans;must be wet stamped by Are hitkect of Record Company Name: Ce, r f/me/ MYLYaJ'J A1C/1�+ed Mailing Address: 7)1 /�• lie /t/ ?r a /. Arj N City Contact Person: 7:7.c/ a Rv s j e/ E -Mail Address: r4 -7X 7, c/2 State Zip Day TelephoneO /% 435 $C T ' Fax Number: OP 6, 34-° 56 79 Company Name: 176 a! / 2.NN (6,/,/,5 0/14Nj En/ey . Mailing Address: (p 3$ W 4 p f4 lar kL JT ) Jo ;le #(500 14& TX 7�p O � ,} -p City / State Zip Contact Person: E»..J r -e""AJ Day Telephone: ( v7) *0 - 285g E -Mail Address: Fax Number: H•\Appli cations\Forms- Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 1 of 6 Valuation of Project (contractor's bid price): $ 2- C U,I CO 0 Scope of Work (please provide detailed information): /r✓74.r/ 0 b Lysicie 2X i5T %nlq t2c Existing Building Valuatio : $ 7 /• for C r s. au 1awf Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building. Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure Type of Occupancy per IBC I st Floor 2nd Floor 31" Floor Floors Accessory Structt Attached Garage"' Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 fgf No If "yes ", explain: FIRE PROTEC`T'ION /HAZARDOUS MATERIALS: Cgi 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. HAAppl !cations \Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised. 1 -2009 bh Page 2 of 6 Valuation of Project (contractor's bid price): $ Z CO /op 0 Existing Building Valuatio : $ Scope of Work (please provide detailed information): /Is/71 -Yi 0 7 1. Ay 1''e$ Qv NaAf ti(lsiq%[ gx is71i^Jq , // ,.4 A.,e1 Jew 7fio y Od r_ Will there be new rack storage? )4 Yes 1a` Floor ., xisting sr Iv ❑.. No If yes, a separate permit and plan submittal will be required. literi3Or,; Remo' ncoverad, 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. R Number of Parking Stalls Provided: Standard: Compact: Handicap: LA Will there be a change in use? ❑ Yes !'' No If "yes ", explain: APR 1 3 2010 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? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Saf ata Sheets. PERMIT CENTER 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. 14 pplications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application. doc Revised: I -2009 bh INCOMPLETE LTR #� ' o- Page 2;6 Q4V T 8.fc n '4`' ' zF=l 't fix„' 0.4 (r`:.�'h`T" t X15; v�TESk �Appl>t��abre:46 01, g m> Its *>IYp his, ppl>cat�pny La - .,�a..♦,,;..f„ rs+a f4e.,.;S�W v9Jad£i'.G L4 L.l�:�i.f�t az+.,Ek.1+'F'Si P�'ti.�V4'�.n1N1t,+.. C;.�.[SP�;a2f•£ 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 OWNER R-AUTH14–) D AGENT: Signature: `��1,/_V� /� Print Name: DA AM U /JO Q %�NLVS Ct Tf if bij Day Telephone: Mailing Address: W3 —` T UMACF --A 6–. , G- -A (e._ City Date: lv� State Zip Date Application Accepted: c)-- 1 I ... ( d Date Application Expires: e„...it,_1 a Staff Initials: H:\Applicattons\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh Page 6 of 6 • • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Valuation of Project (contractor's bid price): $ 1 Oi Scope of Work (please provide detailed information): &of S 1-W1-i 0 co p / (L a../C)1/1") Building Use (per Int'l Building Code): Occupancy (per lnt'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 'Fixture Type: , r . — . . QtY • .. .,_ , ..... FiXture TY:Oe:" Ot.Y VittUfe %yip:, •••, _ ' • Qty FiXfTyple:. Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food-waste grinder, commercial Floor Drain Shower, single head trap Lavatory I Wash fountain Receptor, indirect waste Sinks —3 Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per n drai (inside building) Water heater and/or vent I Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric-type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atrnospheric-type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric-type vacuum breakers not included in lawn sprinkler backflow protections (1-5) _ Atmospheric-type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets HAApplicationstForms-Applications On-Line12009 Applications \1-2009 Permit Application.doc Revised. 1-2009 bh Page 5 of 6 Parcel No.: Address: Suite No: Applicant: 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 9202470010 1372 SOUTHCENTER MALL TUKW JOLLIBEE /RED RIBBON RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-040 ISSUED 02/11/2010 05/19/2010 Receipt No.: R10 -01579 Initials: User ID: Payee: JEM 1165 Payment Amount: $378.00 Payment Date: 08/16/2010 08:55 AM Balance: $0.00 BRIAN L WIGEN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05546A 378.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $378.00 378.00 PAYMENT RF(FIVED doc: Receiot -06 Printed: 08 -16 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-040 Address: 1372 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/11/2010 Applicant: JOLLIBEE /RED RIBBON Issue Date: Receipt No.: R10 -00879 Payment Amount: $2,713.90 Initials: WER Payment Date: 05/19/2010 01:07 PM User ID: 1655 Balance: $0.00 Payee: FORTUNE FOOD SERVICE COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 57896 2,713.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,713.90 2,709.40 4.50 doc: Receiot -06 Printed: 05 -19 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10 -040 Address: 1372 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2010 Applicant: JOLLIBEE /RED RIBBON Issue Date: Receipt No.: R10 -00237 Initials: User ID: Payee: WER 1655 Payment Amount: $1,761.11 Payment Date: 02/11/2010 11:46 AM Balance: $2,713.90 GARY WANG & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9328 1,761.11 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,761.11 Total: $1,761.11 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -11 -2010 INSPECTION RECORD Retain a 'sopy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 '- 206) 4313670 Permit InVection Request Line (206) 431-2451 Pro'ect: • vii; .il FASOLt. JAW/4 Type of Inspection; 71444A.A if • A. . ress: 1.-177 - 'crftetliegAhlef 7,1/4// Date Called: -i... Special Instructions: Date Wanted: /0 •a.m. er Requester: —/'■,,,t11. _ 8- / 1- ad/ Phone No: 9/6 7',1 / 4 _ -....10.64/_ / ....- Approved. per applicable codes. Corrections required prior to approval. • • COAtENTS: a a ./. z „,,,5 - -i... c) roll 7/ fisf.n/Fy— Narc ..' -,.,.. ).-mr/ .& 175. , ., ,P Pr Z —/'■,,,t11. _ 8- / 1- ad/ 01 - i ti k _ A _ 4 Nii e i I 7 z PECTION FEE4(EQ t- id at 6300 Southcenter•B RED. Prior d.. Suite 1 ymerintio," • • -.4.•" 7srfiJ ar.Cr-- • . • . — Date: AR- _ next inspection. fee must be • . 0. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 b I0_oyC P ojecti Type of Inspection: c - I_ i 49 i- ; I ry v I ^ - I�I.Q p liAl Address: 131 2- p►t-v tt('F r rw 64- I t Date Called: vv, 0 1 4c,. Special Instructions: Qqz 1ci d/ to ,A.., e 0 t Date Wanted:; 8 .. %.7- i ; ti 17_,= /S TORi4 0�3L. 4., p.m. Requester: Phone No: cl16- 316 -56y 1 %Approved per applicable codes. ❑ Corrections required prior to approval. tp COMMENTS: C F le4A � V c - I_ i 49 i- ; I ry v I ^ - I�I.Q p liAl 2....) E.-Z1 AM, co, — A re,p r0�c_(.: . a_w( — Abp rev. (.., vv, 0 1 4c,. (\s--$ E„ o \ A� an/ 44..a .' _ d/ to ,A.., e E5) 0K 'T(1 ; ti 17_,= /S TORi4 0�3L. 4., �/ N. - Inspe Rec l-' Date: 6- I % - Jb 60.10 REINSPECTION FEE �tEQUIRED. P for to inspection, fee must be ai at 6300 Southcenter Bl ., Suite 100 Call to schedule reinspection. t No.: 'Date: • Lly'.. nt's • INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t y% /te6 `. Type of Inspection: u 4T 1 Address: : 39 2_ Sc_ t I Date Called: l Special Instructions: Date Wanted- •--' a.m� Requester: Phg -31Co -5641 ❑ Approved per applicable codes. Corrections required prior to approval COMMENTS: } oT R opt Ay Inspect Date 67 �! 3 0 REINSPECTION EE REQUIa D. Prior to inspection, fee must be at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Re t .t No.: 'Date: 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 Projj t: r 7?,i/ �) G CM II/ I=4f 1 f i 44 Type of Inspection: . .✓ 4L''o, 5 f SRS` 6.A, /, ,,,,,,e P — Address: Date Called: Special Instructions: Date Wanted: — q- is a.m.` p. Requester: Phone No: q% v y 3/ - C V / / 0 Approved per applicable codes. Corrections required prior to approval. 7 COMMENTS: p f SRS` 6.A, /, ,,,,,,e P — , ?Aa-, in/6 _ 4fiVeVeY.01 tspect r Date: 46 .00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. eipt No.: (Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit 6ro_o4uJ PERMIT NO. Project: Type of Inspection t 1 ` soin��,�tj�. Date Calld`d: , / :�,cc,�� E��.y .6 Address: Z c .A ( Special Instructions: Date Wanted: -7 a m -it0 -(O p.m. Requester: Phone No: cu c, -3l( -.56-1 (_ Approved per - applicable codes. El Corrections required prior to approval. COMMENTS: *Li x)ea. D,g4 Inspector: LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t@gy off. INSPECTION RECORD Retain a copy with permit INSPE ' ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro / Type of Inspection: C�D /Li1 /1f�1�r..‘1i6k∎ t—r'AN).,N/ O Address: Date Called: /3 72 .5),//11"0"104. 47A/1 Special Instructions: Date Wanted: a.m 7 - i-C - / d p.m. Requester: . Phone No: ,/6 -3/G -SG u/ Approved per applicable codes. Worrections required prior to approval. g COMMENTS: • ( #YI�n AO), .(7/ ( -- R4D j- A/ - AfFe hd etie414, ofr— :,✓ t& /o,( /feV Apo-f- . _ . ....... . ..,---s. \ Approved per applicable codes. Worrections required prior to approval. g COMMENTS: • ( #YI�n AO), .(7/ ( -- R4D j- A/ - AfFe hd etie414, ofr— :,✓ t& /o,( /feV Apo-f- . _ . ....... . ..,---s. \ D 61.00 REINSPECTIO FEE REQUI ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e, ipt No.: Date: ..� __.._ INSPECTION RECORD Retain:a copy with permit bo- ego PERMIT NO. CITY OF TVKWILA BUILDING DIVISION 6300 Southcent r Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje Ikea', 03B,,) Type of spection: Address: 137 z. VIA 1 ( . Date Called: Special Instructions: _ Date Want el; l jam a:m • Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: (;.7 (.4.) c — 5� (,,,a --A i.101) d Veil f CLNAO 1 spec Date: 7- r2 -iU .00 REINSPECTIOI FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. R ceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit /4LA Dro -0#0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PRiect: Q / \.j 0 It: Bee.lkfii I.'! Type Inspection: 4--- r raAA,A4 Address: I3r1L Sc &&A ( Date Called: Special Instructions: Date Wanted -Co r ^; �! p.m. Requester: 11) W J es tAJ a--1( S Ph /nit0 '3r`„ lS 6, t 0 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,,q. Pc-1 r o J A---It 11) W J es tAJ a--1( S A e- 0 I f e / : c._\ L., G I,J id t t • / 6,10 i A _ k_k_b1/4 , 4 Ai e A- a_ k,ii\-T 1 b I (ipe)c- nA� Insp ctor: Date:. � 0 $60.10'REfNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: l INSPECTION RECORD rJ;t Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Ivd., #100, Tukwila, WA 98188 (206)431 -3670 Project: •/E, / /�' Type of Inspection Ad; Tess: i3`/5 S. M Date Cal •d: Special Instructions: Date Wanted: .R'�t. - ta f 1 • /J p.m. Requester: P "�q(CO--3(i -5611 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A AK4 4,,Li c A' -S - ec, 4.2j✓ i2rs-i .4 'l/G 'e:7�10%-. ..o 044. *-V l -44 $6 I + REINSPECTION FEE R QUIRED. Prior to inspection, fee must be p : at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: —'6 Recut No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with pdrmit e ,'la -- oYO PERMIT NUMBERS C][TY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 P oje /,..3.61 Sprinklers: Hood & Duct: Type of• Inss ection: Address. 137,A. — 13 -, t' s. c., n Suite #: L, , Contact Person: Special Instructions: Phone No.: nApproved per applicable codes. Corrections required prior to approval: COMMENTS: err Needs Shift I nspection: Sprinklers: Hood & Duct: Fire Alarm: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: / 5".42.----- Date: Q'/ lqf 6 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 lth INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Imo ozo I F° 14 -1 0-4A- \SO ek PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila; -Wa. 98188 206 -575 -4407 Project \t: � / �/{ 1J� ■ �' {�) ( yti .) nspectio: : Type of Inspection: n 4 +yyy \ VI Address1312 Sr C , Suite #: a�•-.L- Contact Person: \a.- ,S .�, Special Instructions: L.,1%\o , \-\.-,) s‘) K 31%),-. Phone No.: y nApproved per applicable codes. XICorrections required prior to approval. COMMENTS: Sprinklers: t-i e_ s Hrs.: ' Inspector: t. .l Fire Alarm: ties-....,.NN 4.k L.,1%\o , \-\.-,) s‘) K 31%),-. y Monitor: Pre -Fire: < 0\. al s bwM-- c-t., t ea ZIA, 4... �01A. . vs&c -T tiSF I ON-. � t •... � , Occupancy Type: ' - Z,,, . ► , ' c:... -Ct. 6 - iz, ,,,,,, 3 b 4 . e i £ '! ! OUILL ti1!r�ekarAiu mtukk.. - a e /y c.6+, tJ u \yi r-1,.,:„..„,,..., Needs Shift Inspection: Sprinklers: t-i e_ s Hrs.: ' Inspector: t. .l Fire Alarm: ties-....,.NN Hood & Duct: Li/ y Monitor: Pre -Fire: Permits: , Occupancy Type: ' - Z,,, $80.00 REINSPECTION FEE pEQUIRED. You will receive an invoice from the City of Tukwila Finance Department. "CaII to schedule a reinspection. • Word/Inspection Record Form.Doc gto-g--,4‹‘4)--toldAtAcs) 1/13/06 T.F.D. Form F.P. 113 Date:S V-{ Hrs.: ' Inspector: t. .l $80.00 REINSPECTION FEE pEQUIRED. You will receive an invoice from the City of Tukwila Finance Department. "CaII to schedule a reinspection. • Word/Inspection Record Form.Doc gto-g--,4‹‘4)--toldAtAcs) 1/13/06 T.F.D. Form F.P. 113 0+1,54.' : aL.vW.F:.= S:Lcd!�s - ,'Rs"a T- :..i.3,= " i�P-= s3R'+ r.• INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit wF 10- oyo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 2 O i I', See f ke.k R i' lob . Type of Inspection: pie : 111440.0%, COVE Fire Alarm: 1 -- Address: 1) 7 2. Suite #: Sc . a-e= Contact Person: -?eat. ,., & s te..,.-u., 51,, fe.4 Spedal Instructions: -¢ &Z-a,.. Phone No.: cps -past t_o/vr.) 51;1 i rico1 \'► 1 Approved per applicable codes. Corrections required prior to approval. • COMMENTS: Sprinklers: Hood & Duct: - . Fire Alarm: 1 -- Monitor: v-t d. r a✓` eaCc 4-v- love.. /4-6 T o,A. i 14Q -¢ &Z-a,.. vv o�,. 51;1 i rico1 \'► 1 e 1 L,.do,ri� � � I. W. ¢� K, �`ooc� i i � l� et� v. , _r . ..... �_.. .- --. .... ... _... _ .. .._. �... .�. -_�..� ... .. ... ... _� ... .___ _ __ .�... r w.... • Needs Shift Inspection: Sprinklers: Hood & Duct: - . Fire Alarm: 1 -- Monitor: v-t d. r a✓` Pre -Fire: Occupancy Type: Permits: Inspector _ 1-3 • Date :... 1.1[e ire firs:: /- 0 • n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc ' 1/13/06 T.F.D. Form F.P. 113 • a+ • 11.%. • • ,AVr.ivor .44 14tIbifi. 24"APStir.2% 2,-/4...Vett,!e2,4" •••• 1.44 011141 ,A • • -" _ gt 14;e441-rii401,,ki,ws. INSPECTION RECORD Retain a copy with pertnit • -10-5 "- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 • • • • Project: j--bilie6v,21 /2; ib Type of Inspection: atilki,01. revel" \) Address: 1 31-2. Suite #: 4c froa Contact Person: Special Instructions: Occupancy Type: . Phone No.: t/Z c 5 gi-(706 Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Vey( cpyi taA4 k Needs Shift Inspection: Sprinklers: Hood & Duct: Fire Alarm: Monitor: 1 41,,bviie,--. Pre-Fire: Permits: Occupancy Type: . Inspector: • • • Date: 1- :: • fl $80.00 REINSECTION FEE REQUIRED. You will receive an invoke 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit trFt2— //3— PERMIT NUMBERS CITY OF TUKWILA FIRE DiPARTMENT 414 Andover Park East, Tukwila, Wa. 98188 206-575-4407 - Project: o WI e..e. ids) Q-i 106°" Type of Inve1ction: illy V6 0 le-- \z" Address: Pil- 2.. .,-- Suite #: IAA& 1 \ . Contact Peron: A r\ Gum/ 1 Ut04 7_ Zc.) ps; Special Instructions: Phone No.: I tARL0 -L--.' -4 f L16 Approved per applicable codes. F-1 Corrections required prior to approval. COMMENTS: Sprinklers: Rre Alarm: - . 5c 442 (Acil,_ i 50 16 . t-e of I--J eivd e lc 4,40 4h i- ./;?•,...e /-5 i 6- 7_ Zc.) ps; flydva ..E,,,,I IIA l / 'Tic z z 0 R.; Needs Shift Inspection: Sprinklers: Rre Alarm: Hood & Duct: -- Monitor: Pre-Fire: Permits: Occupbncy Type: • ' Dite: --4- ii 1 i 0 Hrs.: 7 .0 EII $80.00 REINS ON FEE REQUIRED. You will receive an invoice from the City of Tukwila FinaMepartment. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 1M. I(razalTl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 19, 2010 Seafood City Supermarket 2883 Surveyor Street Pomona, CA 91768 RE: Final Letter Seafood City (Jollibee & Red Ribbon) 2800 Southcenter Mall Tukwila, WA To Whom It May Concern: KANo. 066 -10086 Permit No. M10-020 D10 -040 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: ® Grease Duct Inspections e Structural Steel Welding To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Jo Operations / an. ger Puyallup CC: City of Tukwila With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 ca ILA APR 13 2010 PERMIT CENTER FILE COPY Permit No. ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Jollibee/ Red Ribbon Westfield Southcenter Mall 633 Southcenter Space 368 & 372 Tukwila, WA Architect Gary Wang & Associates Inc. 573 Monterey Pass Road, Unit C Monterey Park, CA 91754 (626) 288 -6898 10804.00 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila BUILDING DIVISIONI INCOMPLETE LTR #. 9420 Telstar Avenue, Suite 118, El Monte, California 91731 p\O-OLO ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net 9DOTAc J-! IAL 4 • 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 lea F OJrE,ST DEs161.1 avie ,,4 k i2i / J 1u,) sOfOQT Hem . viJrf StlefOki 1A4i H simater 'GNEcK LEA gr'Df FOMIA1I Cn1) tDtz wk APE thie ? � CUT Fag s�AJ ANF (626) 448 -8182 AN F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: anf1688@pacbeU.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 doLLIbe . leo kelgo"1 Joe No ivhi By Sc. S'OU7/1 G,ENibR W . DATE Design Criteria Code 2061 C. B. C. Stresses: Structural Steel: ASTM A36, Fy = 36 KSI Steel Tube: Pipe Col.: ASTM A500, Grade B, Fy = 46 KSI ASTM A501, Fy = 36 KSI or ASTM A53, Types E or S Grade B, Fy = 35 KSI �► Welding: E70xx Electrode Concrete: fc' =.5 000 PSI @ 28 days Reinf. Steel: ASTM A615 Grade 40 for #4 and smaller A615 Grade 60 for #5 and larger Masonry: fm' = 1,500 PSI, type S mortar Grout = 2,000 PSI @ 28 days Lumber: D. F. No. 1 typical Glu -lam: 24 F. Fb = 2,400 PSI Fv = 265 PSI E = 1.8 x 10 * *6 PSI Allowable soil bearing pressure: p5V PSF with /2_* embedment. 1131: (626) 4484182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E -mail: anti 688@llabe11.aat 9420'IblstarAvenue, Suite 118, El Monte, CA 91731 At/ fsfE Q 6groAJ q o1piCfn(Tb/ �Jf1 DL i i1l- f1Tion) A D PsF. Pleat yfck 2.5 fir: ST X0).515 2 -5 psf 2 -5 'SF C'en -WC_ &fib . SoreinJx) 3, 5 Psi MEei ' . `E I.Ec q. Alls c 2 -0 PsF 2.5 rsf 20- 0 esp. Joe No.1`+� BY =►G DATE SM. _ OF LL Cswpw = 25(5f (NON - c)&a Lat - Long Finder: This page helps you find Latitude and Longitude ;3eiel/Jre signals:: 3 33 How do I find my lat and long ? What is my latitude and longitude ? Stranger Blvd rn Baker Ei a ?Stranger Brvd D, Treck Dr Latitude = 47.4558, Longitude = - 122.2544 Long = 122 degrees, 15.3 minutes West Latitude and Longitude m SUL, A MLp data , ®20 {0 Google4 (Optional) Pointing angles to satellite orbit longitude 113 East Hotbird - - Blue direction line ? Off 0 On Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north/south/west/east navigation and + /- on the left and 3 rectangular boxes at the top of the map. Firefox: If you get a "Waming- Unresponsive Script ", click "Continue ". It Is OK and will take Just a few more seconds to complete loading the map. If it takes ages to load check your browser caching is turned on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. SAT -NAV GPS from Amazon USA, prices In US dollars Sarin navi 350 3.5 -Inch Portable GP Garin Best Pdce 589.99 or Buy New 5399.98 P1tYactilnipration Latitude Longitude Looking for Latitude Longitude? Find exactly what you want today. Page 1 of 2 A-3 Satellite Signal Finder Find Satellite Signal for your Dish Quick Find Meter starting at $ 11.95 Ads by Goo sit Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: chicago 35035 paris france london CM2 bangalore adelaide lagos liverpool Centre the map around strander blvd & andover parkway, To refine the accuracy of your site latitude and longitude, click on the plus sign © in the navigation boxes at the upper left side of the map. The scale will change so that you can home in accurately on your location. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Gol Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) Ads by Goon's- GIS May Free GPS Mao Aviton GP$ TV Sateliitq Online Mao Latitude is North - South (up and down ! ). Longitude is West - East ( sideways I). Latitude is zero on the equator and positive in the northern hemisphere and negative in the southem hemisphere. Longitude is zero on the prime meridian - hnme of r;reenwirtl Mean Time and Is positive to the east, across Europe and Asia. Longitude Is negative to the west, across the Atlantic and the Americas. Read about the history of latitude and Jonaihtde. Further pxnianation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co- ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat -nav map type display Is now added. The whole map system has been upgraded to Version 2 which now includes detailed street mans for UK, France, Spain and Europe road maps with towns - even in Hungary, which sults me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to msoa to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. - Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude and longitude Discussion forum for latitude longitude finder page Larger satellite photo image viewer for finding your home as seen from space This page is under progressive development and I would appreciate your feedback and comments. I made an update which incorporated about 195 marker dots on the map to show the latitude longitude coordinates of large cities around the world. This is to help you find your lat -long more easily. For some visitors using IE this caused some 200 lines to appear in my log file each time some one accessed the page. I have now solved this "feature of IE" making the browser download the tiny square icon once only and then reuse it locally as needed for showing all the cities on the map. I have also upgraded to Version V2 and have reduced the number of markers for countries where there are now more detailed maps for France, Espana, Portugal, Deutchland, Nederland, Danmark, Belgie Belgique, Italie, Greece, Hungary, Switzerland, Austria, Sverige, Norge, Suomi Finland, Polska, Serbia Montenegro and Brazil. Only the USA, UK, Japan and Hong Kong previously had detailed maps. The number of markers is still rather large however and slows down the initial loading. In the case of Firefox you may get a time out "Warning- Unresponsive Script" message. Don't worry it is still working OK, just click continue. This problem should disappear in the future when more map data is added and the lat/long icons for the cities are no longer needed. Another minor matter is the clickable city /town markers themselves. In version V1, the markers were clickable. In V2 the marker is in fact a single pixel with a large clickable square shadow. The top left corner of the square shadow is not clickable - I have not resolved this. SAT -NAV GPS from Amazon UK, Prices In GB pounds Tomtom GDS Sat Nevi Svst with 400 MH TomTom On 6th June 2006, I added optional satellite dish pointing angles - azimuth, elevation and feed rotation polarisation angles. These are based on the latitude and longitude of your site location and the orbit position longitude of the geostationary satellite selected which is above the equator. Not all the bugs may be out of this yet. If you see problems please tell me. You need your latitude longitude location to about 0.1 degree accuracy for the satellite azimuth and elevation angle calculator. Accuracy is particularly important if you are near the equator and almost under the satellite. The polarization angle appears rotate rapidly as you move from one location to another in the sub - satellite area. http://www.satsig.net/maps/lat-long-finder.htm 3/11/2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 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 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.419 (Ss, Site Class B) 1.0 0.485 (51, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) (g) 0.2 1.419 (SMs, Site Class D) 1.0 0.735 (SM 1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Design Spectral Response Accelerations SDs and SD1 SDs= 2 /3xSMsand SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) 0.2 1.0 Ds, Site Class D) D1, Site Class D) �\ r � 1b1:(626)448 -8182 Al & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers Irma ant168848Pack"gt 9420 Midst' Avenue, Suite 118, E1 Monte, CA 91731 p %i 4N ekT /.19 D5 o. P6 lounoe kD 1Q►f3BaiJ £Dti er( w.A . 6ccu.PMNa CATAg' 1 �t cuss sffsmic DESJ01.1 ari6Garr Joe No By DATE SM. ''( _ OF ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E ma;i ant1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 1 p 4211386,J Joe No /1)1° if Sc„ By go neEx k WA. DATE nK SH. -1 OF I&Tentni Hap a,&4vny 4 i-AT ,4L LOA.P $W o (1 i iL b /S72 to OF krfnioni 1-1v0P = 5/74 Pg hiE (4) - " DMA /Cz.9s Varok 7E■l5 /01J G� >:DP _ 30 4 gure01 /L1Jn1, AaviiABj T0)s,P4l of ,A'' g09 fty 47 _at •�-3tos;)(0.20 in) 4z33 # (Asp) > X304 Dk LATEL LDAp or HO0 Fr 04 of5p5 wi 2� (D.4) (2.5) (i4) (5)74) (3) o/ ° 24 (Lgf;) )71 CAsp) T Tel: (626) 448 -8182 ANT & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engin E-mail: anf1688@kmebell.net 9420 Telster Avenue, Suite 118, El Monte, CA 91731 eoatag ie. o KIB'Dt1 spo- mceivrok I,U►4. Joe No "1601 By DATE SH. ✓ �� OF KrfC�I �n1 HDop CRA vrn LA7wAiL 1_0 119 SI P fD S /s7 z) PRDvipE 3/32'4) Ar AN alga, 4 pi,2fc >ioAis kT A. svPPD)j ,45-° 67D o fo K BaAPA sp,l 01 5,4Fvn rActDR 5.0 /of > /7/4 x Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: enf1688Qpacbellaet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 uk)/s -rA T FPiZ llbD,p 5PA7 = 72' MAN M►„I gupPper Hpb9 - il• Pp/AT 1,b49 fib -6/1 LJ4laa c D 4/38m) Joe No /nn (' By SG s� u>rlcb,t7 oX DATE SH. OF /loop 4 TAY vl ao ( vN/51kOr ) e/STZ 4-1,0wwfb3)-.E r / /UT LIDAP _ )60-D '. x o..s x D 93 74941 13x41 (3g %-) (t) 134 5 1f wEl6,1 -f !ISE o 0)i)37gtfr w/ o' o" 51,47\1 MA4 V01- DL Unistrut Component Detail U'N IS R.UlTThe Original Metal Framing Part No. Page 1 of 1 ® Back Download PDF • ''.•'t,V•t;SGS?'.'"."aq:F Add To Cart View Cart Download CAD Data . M'- 3" s�: L". a2!8.^^y.''4..,.....,,, >`':.... _...<'vi✓p�,:..P:u' ,. �..::i5 °;R9:CS: P1001 - 1 -5/8" x 3 -1/4 ", 12 Gage Back -to -Back, Solid _ 41.3 .. i Column Loading - P1001 Beam Loading - P1001 Unbraced Height (in) Allowable Load at Slot Face (Ibs) Max Column Load Applied at C.G. Span (in) Max Allowable Undone Load (Ibs) Defl at Uniform Toad (in) Undone Loading at Deflection Lateral Bracing Reduction Factor Span /180 (Ibs) Span /240 (Ibs) Span /360 (lbs) K=0.65 (Ibs) K=0.65 (Ibs) K:).65 (Ibs) K=0.65 (bs) 18 6,430 24,930 24,490 23,840 23,160 18 *3,500 0.01 *3,500 *3,500 '3,500 1.00 24 6,430 24,280 23,610 22,700 21,820 24 *3,500 0.02 *3,500 *3,500 *3,500 1.00 36 6,290 22,810 21,820 20,650 19,670 36 3,190 0.07 3,190 3,190 3,190 1.00 48 6,160 21,410 20,300 18,670 16,160 48 2,390 0.13 2,390 2,390 2,390 1.00 60 6,000 20,210 18,670 15,520 12,390 60 s 0.20 1,910 1,910 1,620 72 5,620 18,970 16,160 12,390 8,950 72 r: 0.28 1,600 1,600 1,130 0.93 84 5,170 16,950 13,630 9,470 6,580 84 0.39 1,370 1,240 830 96 4,690 14,890 11,190 7,250 5,040 96 1,200 0.51 1,200 950 630 0.85 108 4,170 12,850 8,950 5,730 3,980 108 1,060 0.64 1,000 750 500 0.81 120 3,690 10,900 7,250 4,640 • 120 960 0.79 810 610 410 0.78 144 2,930 7,630 5,040 144 800 1.14 560 420 280 0.70 •KUr > 200 168 680 1.53 410 310 210 0.63 192 600 2.02 320 240 160 0.56 216 530 2.54 250 190 130 0.49 240 480 3.16 200 150 100 0.44 'Load Imited by weld shear need Search Channel Selection Chart Related Channel Nuts Finishes: GR PG HG ZD Eli EA SAS ST Weight: 380 Lbs/100 Ft (566 Kg/100 m) Additional Specifications Elements of Section Area of Section -1.111 in2 (7.2 ant) Axis 1 -1 o Moment of Inertia (1) - 0.928 in4 (38.6 an4) o Sedion Modulus (S) - 0.571 in3 (9.4 an3) o Radius of Gyration (r) - 0.914 in (2 3 an ) Axis 2 -2 o Moment of Inertia (1) - 0.471 in4 (19.6 an4) o Section Modulus (S) - 0.580 in3 (9.5 an3) o Radius of Gyration (r) - 0.651 in (1.7 an ) Notes: 1. Above loads include the weght of the member. This weight must be deducted to arrive at the net allowable load the beam will support 2. Long span bearm should be supported so as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a bea su rts If load is concentrated at the center of the spa multiply load from the table by 153 and correspondbg defla 4. The lateral bracing factor should be multiplied by the bad to determine the load retahed based on he distance between tbteral braces. Bearing Load on Channel: LOAD LOAD LOAD Max Load 5,000 Lbs 2,268 Kg Max Load 8,000 Lbs 3,629 Kg Max Load 3,500 Lbs 1,588 Kg O 2005 Unistrut. All Rights Reserved Uninnrt0 is a registered trademark a trademark of Unistrut Corporation and/or its affiliates in the Unird States andror other countries. 'NCO I Electnral & Moral Products http://www.unistrut.com/Browse/cat_detail.php?S=S02&P=P1001 3/17/2010 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626)448 -8092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 SID 1-LI � lej2 gaa /J gou'ffianr/6( QUA• Jon No. / va" By 2C„ DATE S►t OF OOF 1 P Macy. AI 's earfoq (Moil 2 C•'1. t w4 -47 4 CI /2" 1 1/ Mrcy, urn 1444 = 747 * rp' ge4 aPgDS wi (14,1z /ZP )1) ,(44) (0.5) (b,t 6) (7474) 6.0 A. c7 3514 =24.84 ) (Asp) - 77 Who 9 4L /57z /Q37 -2 AssmE wi>Jp )44p = 2-5 psF V (ZS Pp) (36.75* + 12' ) (7i ") t 2 (7')(37') b i/A19 -DAD oti6(Z j ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 1)11UrBEE 6P RrB&oAl Sovime reR WA . RpDF MEct1. i 15 t7M oei y a) GNEc,r DVEr21i1RNnnl� Df ,1£ / U91j QiM = () &i)(3') - o'4t RA'I = (71,74) ( 3151)(1).0 < ofPF1 = 5-D' 1 _ 7do 3, )7,5 Joe No. /.0h By 3C, DATE SH. _ OF 1Ra)r95 5/ .,D c. 519E ("6 TO g 4' I4 SCREWS @ 3Z PLArpaRM asap FtR ( GNP FAQ gCRr4wS Z1 4 (40 ) (i3) A 7 0.,‹ ssoME 314 eigg 4,' NbV47 -iv ,J W cp x2 , 15 (7 -#41- n ) (2 ") (,, 6) r 4�/ 09tr4 5/if-A< NDs rAl 11.2 } -rm)209 Potei gf%'l D9 ,-. b-D-01 .y2,# 372 -it -I- 429 I D. 1 /,0 dk T t SHEAR. OPu r 4/ Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 (101.Li t31;z: £9 ? AJ Joe No. 90UMagA.1fQ PV/1. DATE $H. 3 OF RDaF 7'P Jt1Eal. obis PLA-rFagrl b) clJEck oVERrLRniN4 f347f RPj gin --- (cf).9-#) (4/) 54 00)4i = 47 #) 9./25/ 2 (D. 6) = 7D0 )4t gr1 < 07 1 i UPL/F-1 3°°)4t -7"'4t : (1),0° 3.,25 1%V'i t 3/ FJ -Ler CHANNEL - STEEL .o)sT EA. 5 ►DE c 2)0 Ft)R, / D 6 ) (4w )/a, '(D_o (7dks;) E3/,I'' x O.7D] x (344)J /2. 334 k'Ps SHWJ,2 i & (�) (70k;) 3/ x 0-701 / ‘,7 ko9s AFT 0504 33 4'r Q�64# t K = D. 077 « 1 .� Tel: (626) 448 -8182 ANF & ASSOCIATES Fax a1688(4acbell.net OL1-►/3 ki66 00J Consulting Structural Engineers 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Jos No 128O By .2 c_ SOLlTHeth%) ;, NA • DATE SM. j% 1 OF W l -ref HO- r012 BRAnAli pEslc „J (2 %s i i ) NAIEK. 1.1641 R o,J % caucTE. 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TA 2-) (4) 2.o Aua i 01-e Y 6DLT ALLY u4& 60LT TENS/ .0n1 staEAR 2/94 t 2/i 44 i 2 Z D.43 < fsD v F 211 1 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. _1 d Aq 1b1- LIgEE. P gl °nJ By Sc Svoi17 (�E Eg w DATE SH. D ,'L_ OF Wfi/E/� HEAT �cisN1�� BRAe ��J�j DES�c�J �2/571 DvFiefo M/A67 MoMEq = (3/2 #) (2 -5)) 1�ES/S7��J� PV-Pir : (4 Ac y (2 510 s >0i4 ,3,41 x1),7 (733 ki x AD/g;42 ) X 2 X A4, 19,7 z J N w P100 TYP r i sf . eAUE s�1s. E (N)TS4x4x 1/4 HOOD WT =277 # 78 51 UNITRUT x TS4x4 WT =562# 1 4 TYP, AT ❑PEN'G ST1 7. N TS4x x (N)TS4x4x 1 1 T (N)TS4x4x 1 I I0 4 • 4x4x 1/4 J N 1L��1 N TS4x4x 70* 1 4 P1001 UNI TYP 474 J RUT N w - HOOD SUP"ORT SEE DET. � z3� 7 )1 SEE P44E Sift. E - 6 x74- T/ P1001 UNITR TYP .4 HOC WT= )I0t TYP D 438# see 616E SHT E-6 mi I (E)W • ?7x—S�('1/ wi14Jt5ff kEwl6X3l (1 /4". HOOD SEED UPPORT 765'4 /3*/ vair TYP ____LS3 �) 1'1, N TS4 4/4 COLT 33 UNITRUT 3` X rc \ - 1 . WT =747 I X * 17S' �� roan 1 P1001 TYP . 3r� ti ` 4 filo I `;' 4 See OE �1T• B.-3 33 -f I ,- cr) TYP Y Y) ROOF ® HOOD OPEN'G. N WT =517# N w s HO SUPPOR E DET. I- (• Y , , `� w •• Y `� w 8 I % »Plool; TYP ITRUT 34/ X3 ST1 TYP I I F-71 SHT. I 1 7ii N)TS4x4x1 7 /4 S14 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688Qpacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 cock co) 10/3-r Ja��If'f p )2►P 0.J Joe No / yh� By S'G >DV,NCEIJ1Ell IAi/J . DATE a) (E) 24 Lj @ geip 6i 5 /6.I —F L- 23'-3" T.w, =6' 1D1- = (6) (� fSF) _ 2b'1//T ww ' C6 ) (2SPsp) = /5D #f'( 191 )25 PL F/ uM Mu k 1 I'i ' 1724 VL 7'20'1 hoDP 4 4 A-04 -1 P3 = F' 'j EFI �y - 7D' fIZoM WI 4 HboY P5; of Pi .ail Ka9JI iK 20,65 eatmIE [ UNIF RJ1 l- ADJ,J� w,M(S) (s')(e (239 30.5 < huvvJ ql. itr W "fe 6 3 3 2 I,s 4' 3.�s V L)P4V2 MoAI P► P Pz 193 Pi/ PS V 520.1* 1t. () 24 Ly/ OF Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Si uctural Engineers E-mail: anf1688 @pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Jos No. _2'.2(k-- By Sc- g °volca of wa • DATE SH. { _OF CM c1& b) (E) k7 �i'R�(� tfa A"6-6 , UNPW //DVV P2 4( ff 2 6 ' wpl. = (6') (o e f) _ )20-4T ww (6) (519-s0 _ 1 �� f, =-3.34 heay IA aP #2 j2, = 754M Mull 123 Is4-4 rAM F2- �4 174 FieaM Noah #2 ,,f Z a-431/< *ovi- 47 tvoifv 1 by 04) (s) 12 kd-451X (C3 ) Q (E) k , �uABGc QM `2- V / \i/ J/ V 41 IA) V \l/ I .I j LIH 3 2' 3 ' 6' 3.5 ' 2' 2p. #�t > -2,4/#r SD STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K-SERIES Based on a 50 ksi Maximum Yield Strength • Loads Shown In Pounds per Linear Foot (pif) 30 Joist Designation 24K4 24K5 24K6 24K7 24K8 24K9 24K10 24K12 26K5 26K6 26K7 26K8 26K9 26K10 26K12 Depth (In.) 24 24 24 24 24 24 24 26 26 26 26 26 26 26 Approx. Wt. (Ibs. /ft.) 8.4 9.3 9.7 10.1 11.5 12 0 13 1 16.0 9 8 10.6 10 9 12 1 12.2 13.8 16.6 Span (ft.) 24 520 550 550 550 550 550 550 550 516 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 456 511 520 520 520 520 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 493 499 499 499 499 499 535 541 541 541 541 541 541 27 410 462 503 550 550 550 550 550 502 547 550 550 550 550 550 361 404 439 479 479 479 479 479 477 519 522 522 522 522 522 28 381 429 467 521 550 550 550 550 466 508 550 550 550 550 550 323 362 393 436 456 456 456 456 427 464 501 501 501 501 501 29 354 400 435 485 536 550 550 550 434 473 527 550 550 550 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 387 432 477 519 549 549 215 241 262 290 318 344 393 393 285 309 343 375 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 265 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 351 388 423 502 516 315 343 382 422 459 516 516 179 201 218 242 264 286 337 344 237 257 285 312 338 378 378 35 242 273 297 331 366 399 473 501 297 323 360 398 433 501 501 164 184 200 221 242 262 308 324 217 236 261 286 310 356 356 36 229, 258 281 313 346 377 447 487 299 305 340 376 409 486 487 0,. 169 183 203 222 241 283 306 1.99 216 240 263 284 334 334 37 ;'218,1 244 266 296 327 356 423 474 265 289 322 356 387 460 474 155 169 187 205 222 260 290 183, 199 221 242 262 308 315 38 ;705 ' " 231; 252 281 310 338 401 461 a.z251,- 274 305 337 367 436 461 ;1'28'" .,143 156 172 189 204 240 275 ":x;,1,69' ; -' 184 204 223 241 284 299 39 - :195,- • 219; - '''239 266 294 320 380 449 .'''.238 " - 260 289 320 348 413 449 118 . 132 '144 159 174 •9 222 261 +5,156 1170.: 188 206 223 262 283 b ..40, ` 185 ' 208 •227 253 280 COO 361 438 227 247` 275 304 331 393 438 ••;109 •'- ,122-'. 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'124 137 150 162 191 235 '134 . .'':,1:46` 162 177 192 225 256 42 168 '189 ' 206 229 253 276 327 417 205 -: .224. 249 275 300 356 417 94 106 . 115 127 139 151 177 224 125,; : 136. 150 164 178 210 244 43 160 180 196 219 242 263 312 406 '196 • •' 213 238- 263 286 339 407 88 98 107 118 130 140 165 213 116 • 126 140' 153 166 195 232 44 153 172 187 ..209 231 251 298 387 187 '•204: • 227' 251 • 273 324 398 82 92 100 110 121' 131 154 199 108. 118. 131 143 155 182 222 45 146 164 179 • 199 220 240 285 370 179 194 217 240. 261 310 389 76 86 .93 103 113 122 144 185 101.. 110 ' 122 133 145 170 212 46 139 157, 171 191 .211 230 272 354 • '171 186 207. 229 250 296 380 71 80 87 97. 106' 114 135 174 •95 '103 114: 125 135 159 203 47 133 150 164 183 .•202 220 261 339 164 .178 • 199 219_ 239 284 369 67 75 . 82 90 '99 107 126 163 -89 •96 .107 117 .127 149 192 48 128 144 157 '175 ' 194 211 250 325 '157 171 190 '210 . 229 272 353 63 70 77 85 93 101 118 153 83 90 100 • 110 119 140 180 49 .150 164 . 183 202 ..220 261 339 7.8 85 94 103 112 131 169 50 144 157 175 194 211 250 325 73 .80 89 • 97 • 105 124 159 51 139 151 168 186 203 241 313 69 75 83 91 99 116 150 52 133 145 162 179 195 231 301 65 71 79 86 93 110 142 30 ANF (626) 448 -8182 Al\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers anf1688Qpacben.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 enEcK (5) greet M'1 614./ beg ktp RI B$anl 5D,JT)le rr1k ini4. JOB No /� >�_ By DATE SH. E' b ..OF (e) JZ-1 x Sq g «,p f /57 -lD L = 39 ,N. - 23.25' f 4n 2 P (3/. ��') (20/p) (0-- 374 91_ (3/ ‘,3) (25 Psf) (6') ; 474541 u 12 ( 3 ) �'�4 (y) -f 3 i t (2) J / 2 ) 3/.63 Mu4/ E.F3 N1)6P-Y3 M04 2 193 = //I) 4 .DL. NDVP f3 �4 = ( 254) (2 ) -t- rei /-1u4 1 23- f 7v Sy # C2) (J5741) =973 PL FF f EF 3 Hotp Mull .2 sy t //v# Nnp./tj /�ssu►� E r6 ' 306D4 DL fg 1 ;) kTu (E)w27x Sy srt -I- (3) (3?) t2) (75 °) Mutif 2 k } ANF & Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 @pacbell.net Steel Beam Design Title : Dsgnr: Project Desc.: Project Notes : Job # Printed 5 APR 2010, 9:40AM Lic. # : KW- 06000953 Description : Check (E) W27x84 @ Grid F/59 -60 Material Properties ENERCALC, INC. 1983 -2008, Ver: 60.21, N:31059 License Owner : ANF & ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Analysis Method : Allowable Stress Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Unbraced Lengths First Brace starts at 5.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 6.0 ft Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi D(6.796) Lr4.745) D(6.796) Lr4.745) D(3.796) Lr4.745) D(4.402) Lr4.74 0 11p(4.769) Lr4.745) D(4.54) r4.745) Applied Loads W27X84, Span = 39.0 ft Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 Point Load : D = 6.7960, Lr = 4.7450 k R. 5.0 ft Point Load : D = 6.7960, Lr = 4.7450 k 11.0 ft Point Load : D = 3.7960, Lr = 4.7450 k C? 17.0 ft Point Load : D = 4.4020, Lr = 4.7450 k (cil 23.0 ft Point Load: D= 0.110 k 25.750 ft Point Load : D = 4.7690, Lr = 4.7450 k @ 29.0 ft Point Load : D = 4.540, Lr = 4.7450 k 35.0 ft DESIGN SUMMARY .............. Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection 0.503 in Max Upward L +Lr +S Deflection 0.000 in Live Load Deflection Ratio 930 Max Downward Total Deflection 1.035 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 452 0.506: 1 W27X84 307.957 k -ft 608.782 k -ft +D +Lr +H 17.160ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Desi • n OK 0.124: 1 W27X84 30.3470 k 245.640 k +D +Lr +H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 4.88 ft Dsgn. L = 6.05 ft Dsgn. L = 6.05 ft Dsgn. L = 5.85 ft Dsgn. L = Dsgn, L = Dsgn. L = +D Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L = 6.05 ft 6.05 ft 4.10 ft 4.88 ft 6.05 ft 6.05 ft 5.85 ft 6.05 ft 6.05 ft 4.10 ft 0.243 0.124 147.94 0.432 0.124 263.07 147.94 0.506 0.077 307.91 263.07 0.506 0.030 307.96 300.74 0.506 0.043 300.74 239.08 0.506 0.082 239.08 119.23 0.506 0.119 119.23 0.132 0.067 80.33 0.229 0.067 139.70 80.33 0.259 0.039 157.68 139.70 0.259 0.012 157.68 152.48 0.259 0.022 152.48 120.84 0.259 0.041 120.84 59.90 0.259 0.060 59.90 147.94 1,016.67 608.78 1.71 1.00 30.35 368.46 245.64 263.07 1,016.67 608.78 1.22 1.00 30.35 368.46 245.64 307.91 1,016.67 608.78 1.06 1.00 18.81 368.46 245.64 307.96 1,016.67 608.78 1.01 1.00 7.27 368.46 245.64 307.96 1,016.67 608.78 1.10 1.00 10.53 368.46 245.64 307.96 1,016.67 608.78 1.49 1.00 20.05 368.46 245.64 307.96 1,016.67 608.78 2.75 1.00 29.33 368.46 245.64 80.33 1,016.67 608.78 1.71 1.00 16.48 368.46 245.64 139.70 1,016.67 608.78 1.21 1.00 16.48 368.46 245.64 157.68 1,016.67 608.78 1.05 1.00 9.68 368.46 245.64 157.68 1,016.67 608.78 1.01 1.00 2.89 368.46 245.64 157.68 1,016.67 608.78 1.11 1.00 5.42 368.46 245.64 157.68 1,016.67 608.78 1.50 1.00 10.19 368.46 245.64 157.68 1,016.67 608.78 2.78 1.00 14.73 368.46 245.64 ANF & Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 @pacbell.net Steel Beam Design Title : Dsgnr: Project Desc.: Project Notes : Job # -8 Printed: 5 APR 2010, 9:40AM ENERCALC, INC 1983 -2008, Ver: 6.0.21, N :31059 Lic. # : KW- 06000953 License Owner ; ANF & ASSOCIATES Description : Check (E) W27x84 @ Grid F/59 -60 Load Combination Segment Length Max Stress Ratios Summary of Moment Values Summary of Shear Values Span # M V Mmax + Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Va Max Vnx Omega *Vnx +D+Lr +H - Dsgn. L = 4.88 ft 1 0.243 0.124 147.94 147.94 1,016.67 608.78 1.71 1.00 30.35 368.46 245.64 Dsgn. L = 6.05 ft 1 0.432 0.124 263.07 147.94 263.07 1,016.67 608.78 1.22 1.00 30.35 368.46 245.64 Dsgn. L = 6.05 ft 1 0.506 0.077 307.91 263.07 307.91 1,016.67 608.78 1.06 1.00 18.81 368.46 245.64 Dsgn. L = 5.85 ft 1 0.506 0.030 307.96 300.74 307.96 1,016.67 608.78 1.01 1.00 7.27 368.46 245.64 Dsgn. L = 6.05 ft 1 0.506 0,043 300.74 239.08 307.96 1,016.67 608.78 1.10 1.00 10.53 368.46 245.64 Dsgn. L = 6.05 ft 1 0.506 0.082 239.08 119.23 307.96 1,016.67 608.78 1.49 1.00 20.05 368.46 245.64 Dsgn. L = 4.10 ft 1 0.506 0.119 119.23 307.96 1,016.67 608.78 2.75 1.00 29.33 368.46 245.64 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span Load Combination Max. " +" Defl Location in Span D+L+Lr 1 1.0349 19.500 Maximum Deflections for Load Combinations Unfactored Loads Load Combination Span Max. Downward Defl Location in Span 0.0000 0.000 Max. Upward Defl Location in Span D Only 1 0.5322 19.305 0.0000 0.000 Lr Only 1 0.5028 19.695 0.0000 0.000 D+L+Lr 1 1.0349 19.500 0.0000 0.000 Vertical Reactions • Unfactored S.1ppo,t notation Far eft .s #1 Load Combination Support 1 Support 2 Overall MAXimum 30.347 29.332 D Only 16.477 14.732 Lr Only 13.870 14.600 D+L+Lr 30.347 29.332 Steel Section Properties W27X84 Depth = 26.700 in I xx = 2,850.00 inA4 J = 2.810 in^4 Web Thick = 0.460 in S xx 213.00 inA3 Cw = 17900.00 inA6 Flange Width = 10.000 in R xx = 10.700 in Flange Thick = 0.640 in Zx = 244.000 inA3 Area = 24.800 inA2 I yy = 106.000 iO4 Weight = 84.419 plf S yy = 21.200 inA3 Wno = 65.200 i02 Kdesign = 1.240 in R yy = 2.070 in Sw = 104.000 inA4 K1 = 1.063 in Zy = 33.200 inA3 Qf = 39.800 inA3 its = 2.540 in rT = 2.490 in Qw = 121.000 inn Ycg = 13.350 in ANF Tel: (626) 448 -8182 A \ rl & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 d'ouia ip k►rsoo-.l Joe No a82) 7 By c- g1u rri ` f/J YvA • DATE SH. OF h (N) oP,Enmg WILL ) i /5 -2 6•) � x /8 GA gEE sHr F-4 4F-5 (0 'MOIL STu J a /1'0.c. ()4 --tiro Sckt (N)�sSx��3�6. $E6 s't/f F. -2 () 3 BQick v,2 ANF (626) 448 -8182 A 7 F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers : anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Ittoef- k0 4607)1,1 Jos No tB04 By S'G �a�11ie5"YrEk L4) • 4 . DATE SH. _ OF (t) �X7 ,X12 ML'1AL $lup 0ff9,,. M41,4 W?➢7kI = /i' l DifEi) /A)Ej' Wjk (20' - �'> (,DP-5f) ()11- 1 ' 1(4� t sf f) / M iAI- Srv9 WALL 3 eR/CK M40) ekippr ratfiAil kosc Zco 'f/f1 USE 1$ 0)03 X -AIL i2 1.57-z AV 2- so LF wE)6/1 z `( *f )7-- 1 *r/)(4) vk 02- Mn ix (i3.1 ; 3)(4pk;) fit ,j aa,v J 5 W e- 1 i (25 t /7. / 4 #0 070 (29V n 0 k S;) (43 -] ;n4 ) Li 2 -I /4 , '.K >1H `/o2 -' ok 2_11jk ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net Ca 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 'O 4; 1eW A6130/.1 Joe No. 2BD By SG 5007%iC .e/J/1K W/l • DATE SI4. . of LAI) Xr oz_ ith $TvP Aix i,}D e C,.1 C - . = (1) ( + /7- W) L55 -S kx4 X 3/6 Gototh.1 1-11 g tut-/^1 3 7r/'L- 8/37 I �n / b7.4)( !`Raj /Jisc -mete > >214k ) -3 /Atc 4 -y' Tel: (626) 448 -8182 A NF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: auf1688@pathell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 SD)..pef 419 kr6 'b SaovG ,rrm2 WA . 09 kw/DA MlrAL flop oPfAilli >op w42L auk, to/ILL = O.4 S'�s r wP J�1 +sG DL = Scup WALL 1)L = /Zv' _ 9 2 VEN D pi = (I1 '- `�') (4ps) = jo 1T 511401 WrillA 94 (t/ )00_50 304t#T ( 4) W4,0 0, 5m l wf (�oPsF) S_ FT fp,ppE teAch4 4e e. / AL 2.aAJ7 e met = (/wqr)(4-b"') (1).57e4) (`Fl) 424 1 ' Joe No. —2a6 By .S'L DATE .5//x l5 /g" /8 AocE x /%' x/00 cvolr. io SrA z- is MICE. 6 Ply si34"J , SvE T 7A+L )2/3'12 u,JWAcq L 614 , C2v'- /v')(j ) /2 7 D-1 i OF ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 40. 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'Z_or Mg- ifela1012 pue6- use z_c-frp•✓ 'TNT tN< co�✓�6cjrp,LJ NEW scoe e , 4so P5; Lohv 64,'akid Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No _ By DATE SH. _of ©WL To fii 4)..0 3-of °w) vot_ p 2/rdkil.5 )<1 if / 0 # ' /4' st LiL 0 yr.) 4cz 01714;3 col/ C. f7O )i 7TC ((-T) koi /eo w/ /�' #4- v12-00 7(0 7� >-7 z- 1 q13 34 e 1714/1. To() 140 A7 4 /12e /c_ LENTON' Features • Meets or exceeds major international building code and Department of Transportation requirements, including Caltrans' Ultimate Splice requirement, IBC ®, UBC® and ACI® 318 Type 2, DIN 1045, BS8110, BNFL, and BS5400 • Uses standard rebar; requires no bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous . piece of rebar Works in repair, bent bar, retrofit, . precast closure pour and new construction applications • Meets slip criteria. of. less than 0.10 mm (0.0039 in) • Provides superior fatigue performance • Works with a variety of standard US and international rebar grades. • Installs quickly and easily using simple hand tools — does not require special skilled labor • Allows for simple visual inspection • Works as one,step transition on ASTM (in-lb) and metric rebar Patent no. 7,107,735 / 7,093,402. Additional patents in other countries. 6;-4 LENTON® LOCK Mechanical Rebar Splicing System LENTON® LOCK, a new in -situ rebar splice from ERICO ®, requires no bar -end preparation. It is ideal for new construction, repair or retrofit applications. The LENTON LOCK coupler features patented gripping technology that provides for the development of full rebar strength and improved overall structural integrity in tension, compression, stress - reversal and dynamic applications. This innovative mechanical rebar splice is designed for use in column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams, chimney construction and other demanding splicing applications. LENTON LOCK couplers meet or exceed major international building codes and Department of Transportation (DOT) requirements, including Caltrans' Ultimate Splice requirement. LENTON LOCK couplers allow for easy and simple field installation since no bar -end preparation, sawing or swaging is necessary. The couplers can be installed with just a standard wrench or an impact wrench depending on coupler size. The bolt heads will shear off when proper installation tightness has been reached, which allows for completely visual inspection. LENTON LOCK works as a one -step transition on ASTM (in-lb) and metric rebar. For Canadian rebar sizes, contact ERICO for transition compatibility. The completed connection performs similar to a continuous piece of rebar. In testing, the couplers demonstrated less than 0.0039 in (0.10 mm) of slip. ERICO' ANF Tel: (626) 448 -8182 ail\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers Email anf1688®pacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 JOB No Br DATE SR 4-5 OF allot oirr cei come- tQ',&th TP.Tktt, F V42- 1bxtb" A% Apo 4. tsx31°0 Pr cur CE.) o. l► ATCEPT5 Lx �1L AAA tpol'AT Mk If /J07W4M1fN 3'443 t C OJG ec,-4.g75; ANF Tel: (626) 448 -8182 AN & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail :. anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, Bl Monte, CA 91731 1,0 WIC x 0 Joe No. BY DATE SIA OF , 9 UND 3,, 3� V2)141UP 01 iHR0 sLAB Foil- res t zii kNo --t ?(79 ppr //J t 1;W f•fitN‹ 5X 3)--0 Tor \W te 3" (t) 61A8 114 c. r - 4t 6 Tor oK 1 —ff6 /3°T/71 Lki9 NEW z- ft5 ; 19ItleG7I oNi 4 1. C -1 %WATTS® FD -300 Tag: Area Drain with 7" Adjustable Top SPECIFICATION: Watts Drainage FD-300 epoxy coated cast iron area drain with anchor flange, weepholes, 7 "(178) diameter adjustable top with ductile iron grate, and no hub (standard) outlet. 2 -3/4" (70) MAX 1 -1/2" (38) MIN 7" (178) 1 �i(Ilf�ll�� 1��, L— PIPE SIZE Chart B Load Rating & Free Area 4.00 • gifting EFee Area �` 'XHD 11 ' The load classifications are in accordance with the American National Standards ASME Al 12.21.1M ASME Ratings are as follows: XHD -Sole live Load 7500 - 100001 bs.(3375.4500kg) The above categories are given as a guide only. Please consult factory, Components 84 -34 FD -300 Pipe Sizing (Select One) Suffix Description 2 2151) Pipe Size 3 3176) Pipe Size 4'(102) Pipe Size Outlet Type (Select One) Suffix Description NH No Flub (Ml) P Push On Options (Select One or More) Suffix Description- •1 Nickel Broze Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof ❑ -7 Trap Primer Tapping ❑ 8 Backwater Valve (2,3,4" Only] ❑ -13 Galvanized Body ❑ -21 Secondary Strainer ❑ •34 Closure Plug ❑ -C Membrane Clomp ❑ -F4-50 4" Round Cost Iron Funnel ❑ -F4-1 4" Round Nickel Bronze Funnel ❑ -f6.1 6' Round Nickel Bronze Funnel ❑ -G-50 4x9' Oval Cast Iron Funnel ❑ -6-1 43(9' Oval Nickel Bronze Funnel❑ -Z Elastomeric Flonge ❑ Optional; Body Materica Suffix Description -60 PVC Body w /Socket Outlet ❑ 61 ABS Body w /Socket Outlet ❑ Job Name Job Location Engineer Contractor Contractor's P.O. No. Representative WAITS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring on" obligation to make similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for any clarification. Dimensions are subject to manufacturing Ioleronces. ViWATTS® Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28160 -2298; TEL 828- 288 -2179 TOLL -FREE: 1 -800- 338 -2581 www.watts.com S- WD- FD-300 USA 0523 FD -3001 NH(MJ) P 60/61 Pipe No -Hub. Push PVC / Size On ABS 2 "(51) 4 -1/2" (114) 5.1/2" (140) 4" (102) 3" (76) 4-1/2" (114) 5-1/2" (140) 4" (102) 4" (102) 4 -3/4" (121) 5.1/2" (140) 4" (102) Load Rating & Free Area 4.00 • gifting EFee Area �` 'XHD 11 ' The load classifications are in accordance with the American National Standards ASME Al 12.21.1M ASME Ratings are as follows: XHD -Sole live Load 7500 - 100001 bs.(3375.4500kg) The above categories are given as a guide only. Please consult factory, Components 84 -34 FD -300 Pipe Sizing (Select One) Suffix Description 2 2151) Pipe Size 3 3176) Pipe Size 4'(102) Pipe Size Outlet Type (Select One) Suffix Description NH No Flub (Ml) P Push On Options (Select One or More) Suffix Description- •1 Nickel Broze Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof ❑ -7 Trap Primer Tapping ❑ 8 Backwater Valve (2,3,4" Only] ❑ -13 Galvanized Body ❑ -21 Secondary Strainer ❑ •34 Closure Plug ❑ -C Membrane Clomp ❑ -F4-50 4" Round Cost Iron Funnel ❑ -F4-1 4" Round Nickel Bronze Funnel ❑ -f6.1 6' Round Nickel Bronze Funnel ❑ -G-50 4x9' Oval Cast Iron Funnel ❑ -6-1 43(9' Oval Nickel Bronze Funnel❑ -Z Elastomeric Flonge ❑ Optional; Body Materica Suffix Description -60 PVC Body w /Socket Outlet ❑ 61 ABS Body w /Socket Outlet ❑ Job Name Job Location Engineer Contractor Contractor's P.O. No. Representative WAITS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring on" obligation to make similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for any clarification. Dimensions are subject to manufacturing Ioleronces. ViWATTS® Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28160 -2298; TEL 828- 288 -2179 TOLL -FREE: 1 -800- 338 -2581 www.watts.com S- WD- FD-300 USA 0523 FD -3001 (626) 448-8182 JOB No. ANF & ASSOCIATES Fax (626)448-8092 anf1688@pacbell.net Consulting Structural Engineers By PATE SH. OF „ I9420 Telstar Avenue, Suite 118, El Monte, CA 91731 I w ToK. New et tiol,f_ Lighting Summary LTG -SU 2006 Seattle Nonresidential Enerov Code Compliance Forms Revised Dec 2007 Project Info RrojectAddress 368 -372 SOUTH CENTER MALL Date 1/25/2010 TUKW ILA ,W A 98188 For Building Department Use FILE COPY - - " — WA 99207 Applicant Name: JOLLE/RED RIBBON Applicant Address: GARY WANG & ASSOC . Applicant Phone: 626 - 288 -6898 Project Description ❑ New Building ❑ Addition V Alteration ❑ Plans Included other controls, and commissioning See SEC Section 1513 for automatic daylighting, occupancy sensor, Compliance Option } Prescriptive 0 Lighting Pbwer Allowance 0 System Analysis 0 Clear (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 w attage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allow ed x Area WHOLE FAST FOOD 1.30 3811 4954 SERVFE B 2X2 RECESS 7 58 406 DINNING C RECESS DOWN 88 18 1584 DINNING E RECESS DOWN 2 18 36 ** From Table 15 -1 (over) - document all exceptions on form LTG-LPA Total Allowed Interior Watts 4954 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture Proposed Lighting Wattage (Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed KITCHEN A 23E4 RECESS 15 87 1305 SERVFE B 2X2 RECESS 7 58 406 DINNING C RECESS DOWN 88 18 1584 DINNING E RECESS DOWN 2 18 36 DINNING F COVE LTG 70 17 1190 DINNING G PENDANT 8 30 240 Interior Proposed Watts may not exceed Total Allow ed Maximum Allowed Lishting Wattage (Exterior Total Proposed Interior Watts 476:L Location Description Allow ed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allow ed Watts x ft2 (or x If) Covered Parking 0.2 W /ft2 0.2 W /ft2 Note: 2006 SEC does not allow trading between covered parking and ext. Itg. Total Allowed Covered Parking Watts Open Parking 0.15 W /ft2 - Outdoor Areas 0.15 W /ft2� %',:,. , Bldg. (by facade)' 0.15 W /ft2 ;� ,� Bldg. (by perim)1 7.5 W /If J 2010 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Bldg. Exterior Use mfgr listed maximum input w attage. For fixtures w Nth hard w ired ng Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Garage Fixture Description Number of Fixtures 1 7 2Q10 Garage Proposed Watts may not exceed Allowed Fixture Description Watts /Nee, O ' / +,: EV LTR� Total Proposed Covered Parking Watts Number of Fixtures Watts /Fixture Watts Proposed Exterior Proposed Watts may not exceed Allowed Watts Total Proposed Exterior Watts 4.40.10011■10■10...aaverowle j TRESPA SIMEON UNI COLORS WILLI 6.0112 &IMRE ettlate • Jr 'c44 ••• • 1,w... •C iRiggpts; 641.12 Mantsza `•iff t".-1 ..‘ FELE COPY IM Wog? 4191 Alp Als— 11-4444 —.401sateava24Visivi ve,a746AA • • • • •• - -- - • ExISTISO TREE 4 CRATE TO RIPIAN, i r--- CasTRACTOR 6.1.0.-4. PRFEER.1 AS= PROTECT CONECT EXIST OzzaATiew .0 Keu IRROSTION.T „./...z VP lTto !I EVIEWED FOR DE CORCFLIANCE APPRMED rut 1 2010 City at Tutuila i WING own REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Date: 0 - (0 2.010 Permit No. DLO -040 Requested by: 2I k )1 .J Firm/Company: TlL'TO J C-.vr,-;S77ztx -t'tGJ Project Name: /JoLLtE" Project Address /Location: V A t._ Time of Off -Hours Construction Activity - From: `DO 2pm To: 600 6m Requested Date of Inspection: 153- X1-2010 Requested Time: 0.00 �ur`13m Contact Name: Phone No. 9 Lio -31` G /v4( Special Conditions for Consideration: 1,A f7 / LIFE <A, '" `r ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of four (4lliours. Signature: !� Print Name: 14.A Reviewed by: Approved: Disapproved: Remarks: W:\Permit Center \Templates\Forms\After Hour Inspection Request.doc 1 April 16, 2010 • CityofT • Jim Haggerton, Mayor Department of Community Development Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Incomplete Letter #2 Development Permit Application D10 -040 Jollibee/Red Ribbon —1372 Southcenter Mall Dear Ms. Russel, Jack Pace, Director This letter is to inform you that your permit submittal received at the City of Tukwila Permit Center on April 15, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: D10 -040 W: \Permit Center\Incomplete Letters \2010‘1310-040 Incomplete Ltr #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r 4 • • Tukwila Building Division Allen Johannessen,' Plan Examiner Determination of Completeness Memo Date: April 15, 2010 Project Name: Jollibee/Red Ribbon Permit #: D10 -040 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. The alterations converting "M" occupancy to "A -2" occupancy shall result in a change of use. The fixture calculations and number of restrooms shall be calculated differently and separately. Public restrooms separate from the mall shall be required for this A -2 restaurant. Base on the calculations from the square footage indicated on the plans, two toilet fixtures shall be required for the men's and two for the women's restroom. Show provisions for a separate men's and a women's restroom provided for this restaurant with a minimum of two toilet fixtures each. (IBC Table 2902.1 Washington State Amendments) 2. The existing East men's and women's restroom located in the East West corridor across from the Seafood City were previously calculated for that block area for the existing and previous Mercantile tenants within that block area of the mall north of the main mall corridor. With the addition of the two A -2 restaurants this would change the required fixture counts for this block area of the mall. Therefore if the intent is to use the existing mall restrooms for the two A -2 occupancies, calculations shall be required to determine the total amount of toilet fixtures needed for the individual "M" occupancies, combined with the two A -2 occupancies. This shall be necessary to verify the existing restroom facilities and fixtures shall be adequate for all occupancies combined, including the tenants within that blocks area and down the main east/west mall corridor. Please provide those calculations for required toilet fixtures. Should the number of required fixture calculations show a shortage, both A -2 restaurants shall require their own separate toilet facilities as indicated. (IBC Table 2902.1 Washington State Amendments) 3. Restrooms provided for the public shall not be located where customers would be required to access the restrooms through storage or food preparation areas. Restrooms shall not open directly into a room used for the preparation of food for service to the public. Show restroom provided for the public, which may also be for the employee's use, where access shall not be through the food prep areas or storage rooms. (IBC 2902.2.1.1 & 2902.3.2 Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 4- • City of T ; -; } 'lla Jim Haggerton, Mayor Department of Community Development February 17, 2010 Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Incomplete Letter #1 Development Permit Application D10 -040 Jollibee/Red Ribbon —1372 Southcenter Mall Dear Ms. Russel, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 11, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Ter Mars all it Technician Enclosures File: D10 -040 W:\Permit Center \Incomplete Letters\2010\D10 -040 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: February 16, 2010 Project Name: Jollibee/Reed Ribbon Permit #: D10 -040 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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 a means of egress plan. Refer to section 106.1.2 of the 2006 IBC. We prefer to see the means of egress depicted as a shaded path through the space connecting at least two exits when two or more exits are required. The common paths leading to the means of egress should not be shaded. The maximum distance a person can travel from a most remote point to the means of egress is per section 1014.3 IBC, 1014.4.2 IBC and 1025.8 IBC. Once a person reaches the means of egress pathway, they need to be able to travel in at least two distinct directions to an exit. The means of egress path is required to have emergency lighting along its entire length at intensity levels per section 1006.4 IBC. Please show compliance with this requirement on plans. This plan is also a good place to show placement of lighted exit signage. The width of the means of egress path shall be per section 1005.1 IBC and shall be indicated on the plan. 2. Total and individual room occupant load counts are needed. Posting of occupant load is required for this occupancy. The individual room counts are best shown on the means of egress plan noted in item one above. 3. Please complete a Washington State Energy Code Lighting Budget form. 4. Page A1.2 is missing from the submitted plan set. Please add. 5. Please complete page two of the Permit Application. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PENT C r R� COMP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -040 DATE: 05/07/10 PROJECT NAME: JOLLIBEE /RED RIBBON SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X. Response to Incomplete Letter # 2 Revision # after Permit Issued DEPARTMENTS: B'u ding Public Wor ivAislon P s r • Fire Prevention Structural E ,4441C, I.l Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 05/11/10 Not Applicable Permit Center Use Only -`' r' '"• ° r INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/08/10 Approved ❑ Approved with Conditions xi Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PER r IT COORD COPY M PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -040 PROJECT NAME: JOLLIBEE /RED RIBBON DATE: 04/13/10 SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued EP .RTMENTS: r : ui sin: Division Public Works Fire Prevention Structural n Planning Division UPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 04/15/10 Not Applicable n Permit Center Use Only ,,,, INCOMPLETE LETTER MAILED: �4I. Pj p� W LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 05/13/10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • E' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -040 DATE: 02 -11 -10 PROJECT NAME: JOLLIBEE /RED RIBBON SITE ADDRESS: 1372 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # After Permit Issued DEPART ENT : ��(040 ouilding ivlslon Public Works NA y? -f Ire Prevention Structural Planning Division Li Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -16-10 Complete n Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: /W TUES /THURS ROUTING: Please Route n Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 03 -16 -10 Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 10 -040 ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Jollibee/Red Ribbon Project Address: 1 372 Southcenter Mall Contact Person: John Pangilinan CRY OA ALA MAY 0 7 2010 PERMIT cavrep Phone Number: 626.2886898 Summary of Revision: - 1 Min. Plumbing fixture table added on sheet A -1.5. — 2. Total required fixture = 10 (5 Male, 5 Female). Existing common restroom for female has 3 toilets, propose to add 1 female restroom in Chowking Tokyo Tokyo permit (D10 -039) and another toilet stall under Jollibee Red Ribbon Permit (D10 -040). - Male has 2 toilets and 2 urinals, Proposing to add a male restroom on Chowking Tokyo Tokyo permit (D10 -039). 3. Proposed additional restroom stall is located accessible to the common female restroom, see sheet A -1.0 Sheet Number(s): A -1.0, A -1.5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: K. Entered in Permits Plus on Octal I(° \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us !SIGN S�: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 1.0 -040 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is issued ❑ Revision requested by a City Building Inspector or flans Examiner Project Name: Jollibee/Red Ribbon RECemal CITY OF u APR 13 2010 Palma c Project Address: 1 372 Southcenter Mall Contact Person: Phone Number: 3 Summary of Revision: 1 5' �� ). s z. AA) 3. fefrkf6cCw.el 544'1- A -1. i 4. 5.e4 SA-6S- 2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on l (ZJ \applications \forms - applications on Iine\revision submittal Created: 8-13 -2004 Reviaed: 10-04i-tO King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address Iukwi lq City Owners Name Ate./ r a,Ji Alb X28/ ife. Subdivision Name Lot # Subdiv. # Building Name (if applicable) Block # ( (02G' ) 3‘1" - 7//8 Owner's Phone Number (with ea Cod Property Contact Phone Number (with Area Code) Owner's Mailing Address /4/2.5 5. I/a /ey /S%va/ C ;/ % acf /Ndos / c,4 2/7¢¢ A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 L 5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 '7 I. j. Sink, Clinic flushing 8 8 1 Sink, kitchen 3 2 (0 I Sink, other (service) 3 1.5 4 1 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 2. 12. Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units ' Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 3.05 RCE 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 ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ 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: 800 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) 427 A B 3.05 4.27 7.32_ RCE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �.,,� , . J Date 2 /8//e Print Name of Owner /Representative 7 'cjq RL/S5e 1058 (Rev. 9/07) White - Kino County Yellow - Local Sewer Aoencv Pink - Sewer Customer Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 Received Date 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE & LIABILITY CP0427795001 01/01/2010 01/01/2011 51,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 05/19/2010 MEP Don Penn Consulting Eng. 635 WESTPORT PARKWAY, SUITE 300 Grapevine, TX 76051 (817) 410 -2858 WES 633 S*UH I\ EX OF DRAWINGS T -LO COVER SHEET T -1.1 SITE PLAN & KEY PLAN T -12 GENERAL NOTES T -L3 GENERAL NOTES T -1.4 HC NOTES A -I.O FLOOR PLAN A -LI REFLECTED CEILING PLAN >a SCHEDULES A -L2 FLOOR FINISH PLAN >♦ SCHEDULE A -I.3 ROOM FINISH, WALL & DOOR SCHEDULES A -1.4 MALL HALLWAY FLOOR FINISH AND REFLECTED CEILING PLAN A -1.5 EXITING PLAN A -2.0 A -2J A -2.2 A -2.3 A -3.0 A -3.I A -3.2 A -3.3 INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAILS DETAILS DETAILS DETAILS, RESTROOM PLAN K -1.0 EQUIPMENT PLAN K -1.1 EQUIPMENT SCHEDULE E -LO GENERAL NOTES, SINGLE LINE DIAGRAM, PANEL SCHEDULE E -2.0 ELECTRICAL LIGHTING PLAN E -3.0 ELECTRICAL POWER PLAN E -3J SCHEDULE M-LO M -20 M -3.0 M -4.0 M -5.0 M -6.0 M -7.0 M -8.0 M -9.0 M -I0.0 NOTE, LEGEND, SCHEDULES CEILING PLAN ROOF PLAN I-400D >♦ FAN DETAILS CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING P -LO GENERAL NOTES, LEGENDS, >± SCHEDULES P -2.0 WATER & GAS PLAN P -3.0 FILTER WATER PLAN P -4.0 WASTE >a VENT PLAN P -5.0 PLUMBING DETAILS F C E D SCUT MA ENTFR :<wr Hy c •RTLA CENIIER MA SPACE 3 WA 9 M ;; R A ARC 711 N. Fielder Rd. Arlington, TX 76012 PHONE. (817) 635 -5696 OTECT, AIA FAX. (817) 635 -5699 EVA I NS A.C.T. ADJ. A.F.F. ALUM. ALT. ANOD. BR. BLDG. BM. BOT. CFMF CL CLG. CLR G.J. C.M.U. CoL. CONC. CONT. DBL. DET. DR. D.S. DWG. E.J. ELEV. ELEC. EQ. E.W.C. EXP. EXT. F.F. FIN. FLR F.O.G. F.OAG.B. F.O.M. F.RP. GA. GDW GL. GYP. BD. N B. H.C. HDWR HT. H.VA.C. ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BUILDING BEAM BOTTOM COW FORMED METAL FRAMING CENTER LINE CEILING CLEAR CONTROL JOINT CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUE (OUS) DOUBLE DETAIL DOOR DOWNSPOUT DRAWING EXPANSION JOINT ELEVATION ELECTRICAL EQUAL ELECTRIC WATER COOLER EXPANSION EXTERIOR FINISH FLOOR FINISH (ED) FLOOR FACE OF CONCRETE FACE OF GRADE BEAM FACE of MASONRY FIBERGLASS REINFORCED PANEL GAUGE, OR GAGE GYPSUM DRYWALL GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HARDWARE HEIGHT HE AT ING/vENT I LAT ING/ AIR CONDITIONING INSUL. LAV. L.L.H. L.L.V. LT. (G) MAS. MAX. MECH. MIN. MISC. M.O. MTD. MTL. O.C. OPP. HND. PCP PLYWD. PT (D) REF. RE INF. R1. ROT. RS. S.C. SCHED. SHT. SIM. SPEC. STD. STL. STRUCT. TEMP. THK T.S. TYP. UN.O V.G.T. VERT. W.C. WD. W.H. W/ C.) INSULATION LAVATORY LONG LEG HORIZONTAL LONG LEG VERTICAL LIGHT IikING) MASONRY MAXIUM METAL BUILDING SUPPLIER MECHANICAL MINUMUM MISCELLANEOUS MASONRY OPENING MOUNTED METAL ON CENTER OPPOSITE HAND PORTLAND CEMENT PLASTER PLYWOOD PAINT (ED) REFER, REFERENCE REINFORCING ROOM ROTATED ROUGH SAW SOLID CORE SCHEDULE (ED) SHEET SIMILAR SPECIFICATION (S) STANDARD STEEL STRUCTURE (AL) TEMPERED THICK TUBULAR STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WATER CLOSET WOOD WATER HEATER WITH BY METAL BLDG. SUPPLER LEGE 123 COLUMN CENTERLINE. DIMENSION TO CENTERLINE DIMENSION TO FACE OF MATERIAL ROOM NUMBER 12 DOOR NUMBER AO WINDOW NUMBER <1 INTERIOR WALL SECTION TYPE 03 A 2 INTERIOR ELEVATION WALL SECTION BUILDING SECTION REF. DETAIL 03/A.2 ELEVATION IN SECTION ELEVATION IN PLAN A - SECTION .2 - SHEET 03 - DETAIL REVISION AND REVISION NUMBER EXTERIOR ELEVATION 03/A.2 EPA RATE PERMIT REQUIRED FOR: L "I ' echanical L7 -lectrical I!1 Plumbing eras Piping f' Tukwila • P NING APPRO No changes can be niadato plans without approval , Planning Division of Approved. B .,14 v S ci Y' Date: • the OJEC FILE Permit No.. ttO» 0110 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co and conditi cknowledged: coy By Date: City Of'n,kwila BUILDING DIVISION SU TA\ Gary Wang & Associates, INC. 573 Monterey Pass Road, Unit C, Monterey Park, CA 91754 Ph: 626.288.6898 Fax: 626.288.1737 REVISIONS No changes shall be made to the scope of 4i;ork without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. co BUILDING CODE: OCCUPANCY CLASS: PROJECT DISCRIPTION: CONSTRUCTION TYPE: TOTAL AREA 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2008 NATIONAL ELECTRICAL CODE (NEC) 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE A -2 INTERIOR T.I. FOR A RESTAURANT INSIDE (E) MALL TYPE II -B (SPRINKLERED) RED RIBBON 1,212.00 S.F. JOLLIBEE = 2,612.00 S.F. TOTAL 3,824.00 S.F. REC D CITY OF T KWIA MAY /0'7 2010' PERMIT CENTER INITY JOLLIBEE / RED RIBBON 633 SOUTHCENTER MALL, TUKWILA, WA 9818 11 76331Southconter Mall,, . Tukltiil� j . wA.98188- 2816 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 aka raThfcl INCOMPLETE LTR# p1OEoL4O DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J J REGISTERED AR CORT€A JD MORGAN STATE OF wASHNOTON REVISIONS n HEALTH DEPT. CORRECTIONS 02/13/10 COVER el -IEET, PROJECT INFO ANM VICINItY 1"14P SHEET NUMBER MACTOR PROJECT CONTACT INFORMATION INDEX: OWNER: RED RIBBON / JOLLIBEE 16125 E. VALLEY BLVD. CITY OF INDUSTRY, CA 91744 TEL: (925) 688 -1600 FAX: (925) 825 -0720 CONTACT PERSON: NEL RECANO ARCHITECT AIA: CORTLAND MORGAN ARCHITECTS AIA 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: (817) 635 -5696 FAX: (817) 635 -5699 COORDINATING CONSULTANT: GARY WANG AND ASSOCIATES 573 MONTEREY PASS RD, "UNIT C" MONTEREY PARK, CA 91754 PHONE: 626 288 -6898 FAX: 626 -288 -1737 HEALTH DEPARTMENT: PUBLIC HEALTH SEATLE AND KING COUNTY ENVIRONMENTAL HEALTH 2124 4TH AVE., 4TH FLOOR SEATLE, WA 98121 PHONE (206) 206 -4787 JOBSITE LOCATION: WESTFEILD SOUTHCENTER MALL 1372 SOUTHCENTER, SPACE 362 & 364 TUKWILA, WA 98188 BUILDING DEPARTMENT CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 rrua t, JOLLIBEE / RED RIBBON PROJECT LOCATION F rfK P..y STRANDER BLVD SITE PLAN SCALE: 1 /4 " =1' -0" M1 Fy.t rj -oy0 L_ (E) WOMEN'S RESTROOM (E) MEN'S RESTROOM (E) HC PARKING PATH OF TRAVEL REVIEWED FOR CODE COMPLIANCE APPROVE M 1 City of Tukwila CITY of TuICDWIuk BUILDING DIVISION MAYA) 7 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q W Q W W M M :01 F— Z W p� W O Z Ct N I W N% F O 0 44E' Lij L. L. 0�.. Lv Q a_ t:i � V) W N t\1- J F— M 0 REGISTERED CORTLAND MORGAN STATE OF WASHINGTON REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - Q- ® - FDR0J. CON1',4C1 INFO, INDEX AND SITE PI-AN SHEET NUMBER T 1 1 ^�^ � GEN. CONSTRUCTION NOTES GENERAL NOTE. = = 1. CODES ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL STATE AND LOCAL CODES AND ORDINANCES. NOTHING SHOWN IN THESE DRAWINGS SHALL BE CONSTRUED AS PERMISSION TO VIOLATE ANY OF THE GOVERNING CODES. 2. PERMITS A. THE OWNER WILL PAY FOR THE BUILDING PERMIT AND ANY SEWER, WATER. OR OTHER LOCAL JURISDICTIONAL FEES OR ASSESSMENTS. THE CONTRACTOR SHALL BE RESPONSBLE FOR ALL COORDINATION WITH HIS SUB-CONTRACTORS WITH REGARD TO PERMITS, FEES AND TEMPORARY AS WELL AS PERMANENT UTILITIES. THE SUB-CONTRACTORS SHALL OBTAIN CITY LICENSES AND SUBMIT SAME TO THE JOB SUPERINTENDENT BEFORE STARTING VYORK, EACH SUB-CONTRACTOR SHALL PAY FOR ALL FEES AND PERMITS REQUIRED FOR THEIR PORTION OF THE WORK. B. THE PLAN CHECK FEE SHALL BE SECURED AND PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE TAKEN OUT AND PAID FOR BY THE SUB-CONTRACTOR DIRECTLY RESPONSIBLE. C. THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE LOCAL STATE DIVISION OF INDUSTRIAL SAFETY AS REQUIRED AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE DIVISION. 3. A. THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK INDICATED ON THE DRAWINGS OR REASONABLY INFERRED THESE FROM. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED. SAFETY IN OR ABOUT THE JOB SITE METHODS OF PERFORMANCE OR TIMELINES IN THE PERFORMANCE OF THE WORK IF DISCREPANCY EXISTS BETWEEN PLANS OF DIFFERENT SCALES, THE LARGER SCALE PLAN SHALL GOVERN. NOTIFY ARCHITECT OF SUCH DISCREPANCY BEFORE PROCEEDING WITH THE WORK. 4. BIDS A. BIDDERS PRIOR TO SUBMI1TAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECTS' PLANS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, OMISSION, CLARIFICATION, OF ANY INFORMATION NECESSARY FOR COMPLETION OF THEIR SCOPE OF WORK. B. AL TASSHL UN|HAL AO, EUIPM RCE REQUIRED O PRRMAL WORK NECESSARY, INDICATED OR REASONABLY INFERRED OR REQUIRED BY ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. C. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUB-BIDDEES OR SUB CONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF PLANS TO INSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. ANY ITEM MISSED BY THESE SUB-CONTRACTORS IN THEIR BIDS SHALL BE ABSORBED BY THE GENERAL CONTRACTOR AT HER/HIS OWN EXPENSE AND IN NO WAY WILL AFFECT ANY ADDITIONAL COST OVER AND ABOVE THE FINAL BID. D. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SPECFICATIONS. ANY ALTERNATE SHALL BE SUBMITTED TO THE OWNER (IN WRITING) FOR APPROVAL PRIOR TO ACCEPTANCE OF BID. 5. CONTRACTOR A. PRIOR TO COMMENCING, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND VERIFY CONDITIONS AT THE SITE. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY WITH THE PROPER UTILITY COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. B. NO CONTRACTOR, SUBCONTRACTOR, OR SUB-CONTRACTOR IS TO START HIS WORK UNTIL HE/SHE EXAMINED THE EXISTING CONDITIONS. IF FOR ANY REASON A PERFECT JOB IS IMPOSSIBLE IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPER-INTENDENT AND ARCHITECT BEFORE PROCEEDING WITH THE JOB. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, FOR COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. HE SHALL NOTIFY ARCHITECT OF POSSIBLE CHANGES TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS. ARCHTECT IS NOT RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF PRODUCTS DURING CON3TRUCOON, E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURE, DOCUMENTATION, ETC. SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND TIME. F. THE CONTRACTOR SHA BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL CALL THE ARCHITECT'S ATTENTION TO ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. G. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED SAME. O. LIABILITIES A. THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH AMERICAN DISABILITIES ACT (ADA). THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF ADA THE DP'S OPINION WILL BE BASED SOLELY ON HIS OR HER OWN EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA. THE DEGREE OF ACCESS THAT IS READILY ACHIEVABLE AND WHAT CONSTITUTES 'READILY ACCESSIBLE AND USABLE'. GIVEN THE ASSUMPTIONS WHICH MUST BE MADE THE DP CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF HIS OR HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPNION TO FULLY COMPLY WITH ADA REQUIREMENTS. B. THE ARCHITECT WHO SIGN THESE PU\NS, SPECIFICATIONS AND INSTRUMENTS OF SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT THE SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE THE CONSTRUCTION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS. C. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES BE THE SOLE RE3PON30LTY OF THE CONTRACTOR. D. THE DESIGN ADEQUACY AND SAFErT' OF THE ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MAT[R&LS, OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. INTENTION THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS EQUIPMENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 8. SUBSTITUTION NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNERS APPROVAL 9. CHANGES THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. 10. SCOPE ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY. REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JUR|SD|COON, TO COMPLETE THEIR SCOPE OF WORK FOR COMPLETE AND PROPERLY FINISHED JOB. 11. CUTTING AND PATCHING ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES. 12. CLEANING THE CONTRACTOR SHALL CLEAN-UP, REMOVE AND DISPOSE IN A LEGAL MANNER ALL ATTRIBUTED TO THE JOB. DEBRIS AND WASTE 13. INSULATION A. ROOF INSULATION SHALL BE RATED FIBERGLASS BAJT8 BETWEEN BOTTOM CHORDS OF TRUSSES OR BETWEEN ROOF JOISTS PER TITLE 24 REQUIREMENTS. B. RATED FIBERGLASS INSULATION LIKEWISE BE PROVIDED AT THE EXTERIOR STUD WALLS BETWEEN STUDS PER TITLE 24 REQUIREMENTS. C. REFER TO ENERGY CONSERVATION NOTES AND MANDATORY MEASURES FOR ADDITIONAL INSULATON NOTES AND REQUIREMENTS. 1' THE TERM AS USED HERE IN AND ON THE DRAWINGS SHALL ALSO BE APPLICABLE TO EACH SUB-CONTRACTOR AS REQUIREMENTS PERTAIN TO HIS TRADE. ^ 2. THE CONTRACTOR SHALL MENS|ONS TO FLOOR PLANS AND ELEVATIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DISCREPANCIES, OMMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO SITE PLAN AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN WRITING, OF ALL AND ANY DISCREPANCIES, OMM|SS|ONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. 4. ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED DIMENSIONS. 5. ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALES SHOWN ON ALL PLANS, DRAWINGS AND DETAILS. O. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 0OL0ES, WHETHER OR NOT THEY ARE SHOWN ON THE DRAWNGS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ANY AND ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY THEIR OPERATIONS IN PERFORMANCE OF THE WORK. 8. THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES PRIOR TO DEMOLITION EXCAVATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY V&ATER, POWER, AND TOILET FACILITIES AS REQUIRED. 30. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT HIS PORTION OF THE WORK BEFORE, DUR|NC, AND AFTER INSTALLATION, AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 31' WORKMANSHIP SHALL CONFORM TO THE BEST STANDARDS AND ACCEPTED PRACTICES OF THE TRADES INVOLVED, AND SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION REGULARLY FURNISHED OR REQUIRED FOR COMPLETION, INCLUDING ANY FINISH REQUIRED FOR SUCCESSFUL OPERATION AS INTENDED. WORK SHALL BE EXECUTED BY MECHANICS SKILLED IN THEIR RESPECTIVE LINES OF WORK. 32. THE ARCHITECT DOES NOT GUARANTEE THE CONTACTORS PERFORMANCE AND NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OF OMISSIONS OR COMMISSIONS OF THE CONTRACTOR. 33. THE GENERAL CONTRACTOR AS WELL AS MECHAN|{AL, PLUMBING AND ELECTRICAL CONTRACTORS MUST VERIFY ALL EQUIPMENT REQUIREMENTS WITH THE EQUIPMENT SUPPLIER BEFORE ANY WORK IS DONE 34. LOCATIO OF ALL MECHANICAL ROOF OPENINGS SHALL BE DETERMINED AND VERIFIED BY THE MECHANICAL CONTRACTOR. EXISTING BUILDING AND STRUCTURES 1. WHEN A RENOVAOON, STRUCTURAL REPAR, ALTERATION, OR ADDITION TO AN EXISTING BUILDING OCCURS, COMPLIANCE INCLUDES THE FOLLOWING: A. THE AREA OF RENOVyTION, STRUCTURAL R[FYAR, ALTER4TIOV, OR ADDITION MUST FULLY COMPLY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AVAILABILITY OF ALL OFF-SITE UTILIT' LINES. 11` AREAS DESIGNATED FOR OFF-STREET PARKING AND LDAD|NG, REQUIRED ACCESS DRIVES AND MANUEVERING AREAS SHALL NOT BE USED FOR THE OUTDOOR STORAGE OF MATERIALS. 12. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE LOCAL BUILDING CODE AS ADOPTED AND AMENDED BY LOCAL GOVERNING AUTHORITIES. 13. THIS STRUCTURE IS DESIGNED AS A STABLE UN[[ AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY BRACING AS REQUIRED TO ASSURE THE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE OF PORTION THEROF DURING CONSTRUCTION. 14. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEAN3, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL RERNR, OR ADDITION MUST FULLY COMPLY. C. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATDN, STRUCTURAL REPAIR, ALTERATION OR ADDITION MUST FULLY COMPLY. 2. BUILDINGS THAT HAVE BEEN REMODELLED TO PROVIDE SPECIFIC SANITARY FACILITIES ELEVATIONS FOR PUBLIC USE THAT CONFORM TO ADA SHALL HAVE THIS INFORMATION POSTED IN THE BUILDING LOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. SUMMARY OF l. THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF THE LOCAL BUILDING CODE AND CITY AND COUNTY LAWS AND ORDINANCES. 2. REGULATIONS, DRAWINGS, AND GENERAL NOTES CONTAINED HEREIN. GENERAL CONTRACTOR IS RESPONSIBLE FOR READING THE TENANT CRITERIA BOOK PRIOR TO BEGINNING THE PROJECT. THE BOOK INCLUDES INFORMATION AND DETAILS CRITICAL TO THE JOB. 15. NEITHER THE OWNER OR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRAC|NG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, ' -' LAWS AND REGULATIONS. IT IS THE INTENT OF THESE CONSTRUCTION DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE STATE CODE DIVISION OF INDUSTRIAL SAFETY' 16. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR THE SIMILAR WORK SHOWN ON THE DRAWINGS SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 17. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR, WITHOUT DAMAGE, FOR ANY DAMAGE CAUSED BY HIM OR HIS SUB-CONTRACTOR. 19. ALL GLASS AND GLAZING SHALL COMPLY WITH STATE AND LOCAL CODES THE U.S. CONSUMER PRODUCTS SAFETY COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. 20. ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED TO, BUT NOT LESS THAN A FORCE OF FIVE(5) POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALLS. 21^ CONTRACTOR SHALL PROVIDE AND INSTALL STIFFENERS, 8RAC|NG, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL C/SEWORN, STAIR RAIUNGS, MECHANICAL, ELECTRICAL OR MISCELLANEOUS 22. WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE BY THE CONTRACTOR PRIOR TO FABRICATION OF. 23. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 24. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM, WITHOUT COST TO OWNER, WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. EXCEPTION, THE ROOFING SUB-CONTRACTOR SHALL SUBMIT A MAINTENANCE AGREEMENT, CO-SIGNED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO YEARS. 26. THE CONTRACTOR SHALL SUBMIT COPIES OF MANUFACTURERS CATALOG SHEETS, BROCHURES, SHEETS OF COLOR SAMPLES, INSTALLATION INSTRUCTIONS, ETC. ON MANUFACTURED PKOUUClS, USED OR INSTALLED IN THE PROJECT FOR OWNERS ACCEPTANCE BEFORE PURCHASE OF DELIVERY TO THE SITE. NON-COMPLIANCE MAY RESULT IN REJECTION OR NON-ACCEPTANCE. 27. MATERIALS AND PRODUCTS MUST BE DELIVERED TO THE BLDG. SITE IN ORIGINAL FYCK\GE8, MATERIAL AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD BLOCKING IN AN UPRIGHT POSOOON, PROTECTED FROM THE ELEMENTS, IN A MANNER TO PREVENT DAMAGE OR MARRING OF FINISH. 28. ALL WORKS SHA CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL BUILDING CODE, AND ANY OTHER REGULATING AGENCIES HAVING AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 29. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR HIS ENGINEER FOR INTERPRETATION OR CLARIFICATIONS. OR CONDITIONS AND SHALL BE INCLUDED AS PART OF OF THE WORK. 4. THESE CONTRACT DOCUMENTS ARE INTENDED TO BE COMPLIMENTARY. WORK REQUIRED TO BE DONE BY ONE DOCUMENT AND NOT BY OTHEr 5. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS PROJECT. . IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PA\N3, SECTION, OR DETAILS ON DRAWINGS. 7. WORK NOT INCLUDED IN CONTRACT: ITEMS DESIGNATED AS 'NJ.C.^. FUTURE, OR BY OWNER SHALL BE EXCLUDED FROM THIS CONTRACT, OTHER DOCUMENTS AND MATERIALS REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR JOBSITE CONDITIONS OR COMPLIANCE WITH SAFETY REGULATIONS GOVERNING WORK PERFORMED ON THIS PROJECT. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR RELATED TO THESE ' PLANS, SHALL CONDUCT THEIR OPERATIONS SO THAT THE PUBLIC IS PROTECTED - AND SHALL COMPLY WITH THE 'OCCUPATIONAL SAFEW AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF UV9OR, AND WITH ANY AND ALL OTHER APPLICABLE STATE AND / OR LOCAL 3AFET( REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT AND THAT THIS REQUIREMENT SHALL DEFEND, IMDEMNIFY, AND HOLD HARMLESS THE OWNER AND THE ARCHITECT FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBLITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS CHECK DIMENSIONS AND DETAILS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE MECHANICAL, PLUMB|NG, ELECTRICAL AND STRUCTURAL. REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES. CONTRACTOR 15 ALSO RESPONSIBLE TO VERIFY WITH MALL MANAGEMENT THE EXACT LOCATION OF THE LEASE LINE AND OTHER EXISTING REQUIREMENTS NOT NOTED ON THESE PLANS 10. ALL OMISSIONS AND ALL CASES WHERE A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN THE GENERAL NOTES AND NOTES ON THE DRAWINGS, OR BETWEEN NOTES ON DRAWINGS AND SPECIFIC DETAILS, THE ARCHITECT SHALL BE NOTIFIED BY THE CONTRACTOR PRIOR TO CON8TRUCT|ON, THE ARCHITECT WILL INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS AND THE RESULTING ADDITIONAL COSTS OR CREDITS SHALL BE INCLUDED IN THE CONTRACTORS BASE BID. IN THE EVENT THAT THIS REQUIREMENT IS NOT ADHERED TO, ADDITIONAL CHARGES DURING THE CONSTRUCTION PHASE WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT. THE SUBCONTRACTORS FAILURE DURING THE BID PHASE TO BRING DISCREPANCIES OR UNAVAILABILITY OF PROPRIETARY PRODUCTS TO THE GENERAL CONTRACTORS ATTENTION WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT AS AN APPROPRIATE REASON FOR ADDITIONAL COMPENSATION. 11. LOCATIONS OF ANY AND ALL UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL CONTACT THE ARCHITECT & OWNER IF UNKNOWN CONDITIONS ARISE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS S, TFCHNIfaUFS, AND PROCEDURES REQUIRED FOR THE PERFORMANCE OF HIS OR HER SUBCON N��r��@�9-OR ABOUT THE JOB SITE. r`c x��v`'_��o - - ` ` ' CODE COMPLIANCE APPROVED MAY 17 2010 ~ City ot Tukwila 1_ _BUILDING DIVISION c~` , E^ `FAL^^ '''''=^ 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: h817i 635-5699 �^41607 *°°=.�*"-� ��v,d��c��.. CT p STATE OF WASONGTON REVISIONS /y\ HEALTH DEPT. CORRECTIONS 03/13/10 ��,��.|�� | �wp��|��y��. ts|01°S�L SHEET NUMBER 1 .2 GENERAL NOTES (CONY. .13. THE CONTRACTORS SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO INSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. 14. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE WEAKENED WITHOUT THE PERMISSION OF THE ARCHITECT AND LANDLORD OR MALL MANAGEMENT. 15. PRIOR TO THE FINAL PAYMENT, THE CONTRACTOR SHALL DELIVER TO THE OWNER ALL GUARANTEES, WARRANTEES, MAINTENANCE MANUALS, PARTS LISTS, OPERATING INSTRUCTIONS, AIR BALANCE REPORTS, AS BUILT DRAWINGS AND COMPLETION OF ALL ITEMS ON THE FINAL PUNCH LIST AND SIGNED BY TENANT. 16. UNLESS SPECIFIED OR INDICATED ON DRAWINGS, THE CONTRACTOR SHALL APPLY, INSTALL, CONNECT, ERECT, USE, CLEAN, AND CONDITION MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS CURRENT PRINTED RECOMMENDATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE SUCCESFUL COORDINATION AND INSTALLATION OF OWNERS EQUIPMENT AND FIRE SUPPRESSION SYSTEM. VERIFY SIZES OF THE EQUIPMENT BY THE OWNER PRIOR TO THE START OF CONSTRUCTION, IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO CHECK THE DIMENSIONS IN THE FIELD, PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME. 17. NUMBER OF SPECIFIED ITEMS REQUIRED WHENEVER IN THESE GENERAL NOTES, AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT IS REFERENCED TO IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE SHOWN IN THE DRAWINGS OR REQUIRED TO COMPLETE THE INSTALLATION. 18. CLEAN UP UPON COMPLETION, REMOVE ALL SURPLUS MATERIAL, EQUIPMENT DEBRIS INCIDENTAL TO THIS WORK, AND LEAVE THE PREMISES IN A 'VACUUM' CONDITION. 19. GUARANTEE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THEREFROM WITHOUT COSTS TO THE OWNER WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 20. IF ANY CONTRACTOR CLAIMS THAT ANY INSTRUCTIONS FROM THE ARCHITECT OR OWNER INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT AND OWNER THEREOF WITHIN A REASONABLE TIME AFTER THE RECEIPT OF SUCH INSTRUCTIONS NOT LATER THAN 5 DAYS THEREFROM, AND, IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN EMERGENCY ENDANGERING LIFE OR PROPERTY, AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR CHANGES IN THE WORK, NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. 21. THE OWNER SHALL CONTRACT WITH MASTER PROTECTION / FIRE PROTECTION SYSTEM FOR THE 'ANSUL' FIRE SUPPRESSION SYSTEM. 22. TENANT MUST MAKE A SEPARATE APPLICATION AND PAY A PLAN CHECK FEE FOR ANY AND ALL STORE SIGNS TO THE BUILDING AND SAFETY DEPARTMENT. 23. NO HAZARDOUS WASTE TO BE STORED ON THIS SITE. 24. THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER, MANAGERIAL AND ORIGINAL OCCUPANTS THE FOLLOWING: A LIST OF THE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS AND FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL DEVICES, CONSERVATION OF SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTION ON HOW TO USE EFFICIENTLY. B. REQUIRED ROUTINE MAINTENANCE ACTION SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE MAINTENANCE MANUAL. A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION SYSTEM IS DESIGNED TO PROVIDE TO EACH AREA. 25. EACH HVAC SYSTEM SHALL BE EQUIPPED WITH AT LEAST ONE AUTOMATIC SERVICE TO SETBACK OF SHUTOFF THE SYSTEM DURING PERIODS OF NON -USE OR ALTERNATE USE OF THE BUILDING SPACES OR ZONES SERVED BY THE SYSTEM. EXCEPTION SMALL AUXILLARY HVAC SYSTEMS WHOSE INPUT POWER IS LESS THAN 500 WATTS MAY HAVE READILY ACCESSIBLE MANUAL ON /OFF SWITCHING INSTEAD, 26. AUTOMATIC TEMPERATURE CONTROLS FOR HVAC SYSTEMS SHALL COMPLY WITH THE FOLLOWING: A. EACH ZONE SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC TEMPERATURE CONTROL FOR THAT ZONE. MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55'F TO 85'F. C. OPERATE ZONE HEATING AND COOLING IN SEQUENCE IF BOTH ARE PROVIDED. D. PROVIDE A TEMPERATURE RANGE ADJUSTABLE UP TO 10 DEGREES BETWEEN FULL HEATING AND FULL COOLING TO THE ZONE. 27. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED: 28. MECHANICAL VENTILATION SUPPLY AND EXHAUST SYSTEMS WITH MORE THAN 5000 CFM OF AIR SHALL BE PROVIDED WITRH AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN. 29. GRAVITY VENTILATION SYSTEM SHALL BE PROVIDED WITH AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN. 30. GRAVITY VENTILATION SYSTEM SHALL BE PROVIDED WITH AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT COMBUSTION AIR OPENINGS. 31. THE AUTOMATIC SPRINKLER SYSTEM SHALL BE FULLY OPERABLE WITHIN THE ENTIRE COVERED MALL BUILDING AND APPROVED BY THE FIELD FIRE INSPECTOR PRIOR TO THE OCCUPANCY AIR OPENINGS. FINISHES GYPSUM WALL BOARD 1. PROVIDE GYPSUM WALLBOARD, STEEL FRAMING COMPONENTS, AND ACCESSORIES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PRODUCTS SPECIFIED HEREIN ARE AS MANUFACTURED BY U.S. GYPSUM. EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED PROVIDED THEY MEET THOSE ESTABLISHED STANDARDS. MAKE APPROPRIATE SUBMITTAL FOR ANY SUBSTITUTIONS. . ALL WORK SHALL COMPLY WITH FIRE RESISTIVE MATERIALS AND PLASTER AND OTHER APPLICABLE REGULATIONS. FINISH A. UNLESS NOTED OTHERWISE (E.G. SPECIAL WALL COVERING AREAS) ALL GYPSUM WALLBOARD SHALL BE TAPED, SPACKLED, AND PAINTED. B. VERIFY ANY SPECIAL FINISH AREA PRIOR TO COMMENCING WORK. C. CONTRACTOR IS TO PROVIDE A PAINT ROLLER TEXTURE TO WALLS ONLY. SEE FINISH SCHEDULE FOR EXISTING WALLS. CEMENTITIOUS BACKER UNITS (C.B.U.) 1. REQUIREMENTS A. SET TILE IN LATEX MODIFIED DRY -SET MORTAR 2. MATERIALS A. CEMENTITIOUS BACKER UNITS - ANSI A118.9. B. 2" GLASS FIBER MESH TAPE. C. FASTENERS NON- CORROSIVE AND NON- OXIDIZING. D. GROUT ANSI A118.6 (USE TYPE RECOMMENDED BY TILE MANUFACTURER) 3. PREPARATION BY CEMENTITIOUS BACKER UNIT INSTALLERS A• MAXIMUM VARIATION IN THE BACKING SURFACE 1/8" IN 8' -0" FROM THE REQUIRED PLANE B. HORIZONTAL AND VERTICAL JOINTS AND CORNERS 1/8" SPACING FILLED SOLID WITH LATEX MODIFIED DRIED -SET MORTAR. C. GLASS FIBER MESH TAPE -EMBED IN A SKIM COAT OF THE MORTAR OVER JOINTS AND CORNERS 4. INSTALLATION SPECIFICATIONS A. CEMENTITIOUS BACKER UNITS ANSI A108.11. B. TILE -ANSI A108.5. C. GROUT - ANSI A108.10. PAINTING 1. SEE FINISH SCHEDULE FOR PAINT PRODUCTS. 2. THE WORK INCLUDES, BUT IS NOT LIMITED TO FURNISHING OF MATERIALS AND EQUIPMENT, AND COMPLETION OF PAINTING AND PAINTER'S FINISH ON EXPOSED SURFACES AS REQUIRED TO COMPLETE FINISHING OF THE WORK INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH GOVERNING AGENCIES ( LOCAL STATE AND FEDERAL) IN CONNECTION WITH THIS PROJECT. THE FOLLOWING EXPOSED SURFACES ARE TO BE PAINTED OR STAINED: A. ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. B. ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL UNLESS NOTED OTHERWISE ON ROOM FINISH SCHEDULE. C. ALL METAL IN IMPROVED AREAS NOT PRE - FINISHED PRIOR TO INSTALLATION. • ALL WOOD SURFACES, TRIM, OR PIECES NOT PRE - FINISHED PRIOR TO INSTALLATION. (DO NOT PAINT INTERIOR. ELEMENTS NORMALLY CONCEALED SUCH AS STRUCTURAL COMPONENTS). 5. MATERIALS A. PAINT PRODUCTS SHALL BE MANUFACTURED BY DUNN - EDWARDS OR APPROVED EQUAL. B. ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / UNSEED OIL SHALL BE APPROVED BY THE COATING MANUFACTURE. C. THE NUMBER OF COATS IS TO BE THREE MINIMUM. ADDITIONAL COATS SHALL BE APPLIED AT NO ADFDITIONAL COST IF NECESSARY TO COMPLETELY HIDE BASE MATERIALS, PRODUCE UNIFORM COLOR, AND PROVIDE SATISFACTORY FINISH RESULTS. APPLY THE PAINT AS FOLLOWS: 1ST COAT W101 VINYLASTIC 2ND COAT W440 DECOGIO SEMI -GLOSS ENAMEL 3RD COAT W440 DECOGIO SEMI- GLOSS ENAMEL C. APPLICATION AND SURFACE PREPARATION SHALL BE DONE ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICATION INSTRUCTIONS. ALL FINISHES SHALL BE APPLIED EVENLY AND BE FREE OF RUNS, SAGS, SKIPS. CRAWLS OR DEFECTS. D. THE CONTRACTOR SHALL PROTECT HIS OWN WORK, AND ADJACENT WORK AND MATERIALS, WITH SUITABLE COVERINGS OR MASKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING THE AREA OF HIS WORK AS WELL AS REMOVAL OF EXCESS MATERIAL (EITHER FROM ADJACENT SURFACES OR EXTRA MATERIALS). E. SURFACES TO BE PAINTED OR STAINED SHALL BE FREE OF OIL GREASE, LOOSE PAINT, OR OTHER FOREIGN MATERIAL. 6. VERIFY FINISHES ON SIGNAGE WITH ARCHITECT. ALL METAL PAINT TO BE AUTO BODY PAINT. CABINET WORK 1. MAKE ALL FINISHED WORK PER THE DETAILED DRAWINGS AND GRADE REQUIREMENTS INSTITUTE , 'MANUAL Or MILLWORK' (W.I.C.) 2 TAKE SUCH FIELD MEASUREMENTS AS MAY BE REQUIRED. 3. ALL FINISHED WOOD AND CABINET MATERIALS SHALL HAVE MOISTURE CONTENT NOT OF THE WOODWORK EXCEEDING 12 % BY WEIGHT. 4. PLASTIC LAMINATE FINISHING SHALL CONFORM TO REQUIREMENTS OF ARCHITECTURAL WOODWORK INSTITUTE. 'QUALITY STANDARDS' FOR 'CUSTOM' GRADE AND NOTES CONTAINED HEREIN. INSTALLATION INSTALL UNITS LEVEL AND PLUMB WITH TIGHT JOINTS BETWEEN ANY MULTIPLE UNITS. SCRIBE TO WALL AND OTHER SURFACES AS REQUIRED. ADJUST ALL DRAWERS, DOORS AND MOVABLE PARTS TO OPERATE EASILY AND SMOOTHLY WITHOUT BINDING. 6 ALL DRAWERS TO BE FULL EXTENSION SIDES WITH A 75 LBS. LOAD CAPACITY: 7. ALL CORIAN COUNTERTOP JOINTS TO BE EQUALLY SPACED. 8. MILLWORK CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR AND MILLWORK CONTRACTOR ARE TO COORDINATE AND INSTALL ALL REQUIRED BLOCKING. ANGLE BRACES, SUPPORTS, ETC. TO ADEQUATELY SUPPORT ALL COUNTERS. 10. FINISHES COUNTERTOP FINISH CABINET FACES 11. HARDWARE. HINGE PER FINISH SCHEDULE PER FINISH SCHEDULE PER FLOOR PLAN AND FINISH SCHEDULE (TYP.) TEN MFG. INC: SELF CLOSING HINGE - PAT. #5.103.532 PROVIDED BY EB. BRADLEY MODEL #TNI - CONTACT: (213) 585 -9201 ELECTRICAL 1. CENTER OF ELECTRICAL AND DATA RECEPTACLE OUTLETS SHALL BE INSTALLED NOT LESS THAN 15 ABOVE THE FLOOR OR WORKING PLATFORM. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES. OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. • THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL CODES. THE LEVEL OF THE THE SCOPE OF THESE HAZARDS AND PROTRUDING OBJECTS 1 • OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, . CORRIDORS, PASSAGEWAYS, OR AISLES 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGE WAYS OR AISLES. 3. FREE - STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 7. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. ALL ROOF PENETRATIONS MUST BE COMPLETED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT THE TENANTS EXPENSE. 8. THE TENANT SHALL SLEEVE, FIRE STOP, FLASH AND CAULK ALL FLOOR PENETRATIONS SO THAT THS ODORS AND LIQUIDS WILL NOT PENETRATE THE SLAB AT THE OPENINGS. SIGNAGES . THE SIGNAGE AT THE STOREFRONT WILL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR. MUST PROVIDE THE REQUIRED J -BOXES AS WELL AS ACCESS PANELS TO ALL NEON SIGNAGE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH THE SIGN CONTRACTOR AND MAKING SURE THE JOB IS DONE ON TIME. FULLY DETAILED SHOE REMENTS AND WHAT IS CALLED FOR ON THE DRAWINGS. THE CONTRACTOR IS TO INFORM THE ARCHITECT PRIOR TO PROCEEDING WITH WORK SO AFFECTED. ENTRANCES AND EXITS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE. 2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOBS OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 4. LATCHING AND LOCKING DOORS THAT ARE HAND. ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. PANIC BARS, PUSH -PULL ACTIVATION BARS, OR OTHER HARDWARE DESIGNED. TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 6. EVERY DOORWAY LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 ". . THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED ' AT RIGHT ANGLE TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. . THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED. A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 10. RECESSED DOOR MATS SHALLBE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 11. MAXMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. NOT TO EXCEED 15 POUNDS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172010 CityofTukwila BUILDING DIVISION CITY OFENKWILA MAY ;OJ 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z J 0 4 m m --i W M Q W W Ce M co W (;:e9 1-22 v- Ce 00 Z W c ®( W W O z Ct 04 W Ir. to n F TO O I-- Q WV) D J W U ® Q0 V)� WSJ m n W N n F- M O Liu '8897 CORTLAND MORGAN STAT OF WASHINGTON `w -/c, REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ENERAL. NO.SS SHEET NUMBER 1.3 SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL 2. AT LEAST ONCE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR S|DEVALK3, TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUT SHALL, TO MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. (1114B.1'2) 3. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETlNEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FAC|00E3, AND THE ACCESSIBLE ENTRANCE TO THE SITE /1127B11 WALKS & SIDEWALKS 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2". (11338.7.1) 2. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH. (1133O.7.1. FIG 11 3. WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" SHALL BE BEVELED WITH A OCCUR, THEY SLOPE NO GREATER THAN 1/2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. (11338.7.4) 5. WALKS AND SIDEWALKS SURFACES SHALL BE SLOP-RESISTANT AS FOLLOWS: (1133B.7.1) a. SURFACE WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST A SLOP-RESISTANT AS THAT DESCRIBES AS A MEDIUM SALTED FINISH. (1133B.7.1.1) b. SURFACES WITH A SLOPE OF 6% OR GRATER GRADIENT SHALL BE SLIP-RESISTANT. (1133B.7J.2) 6. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP. (1133B.5) 7. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. (1133B.7.1.3) ENTRANCES 8c EXITS 1, ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (1133B.1.1.1) 7. EVERY REQUIRED EXIT DOORWAY WHICH |3 LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, AHSLL BA A MINIMUM CLEAR OPENING OF 32", AND SHALL BE OF A SIZE AS TO PERMIT INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6^-8" IN HEIGHT. (1133E1.1.1.1, 113382.2) DOORS 1. MANUALLY OPERATED EDGE- OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROH|BITED, WHEN EX[[ DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USBJ, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIERE MORE THAN ONE OPERATION. (1003.3.1.7) 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC 8ARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (1133B.2.5'1) 4. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. (1133B.2.5J) 5. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". (133B.1.1.1.1, FIG 11B-5B & 11B-33) O, FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (1133B.2.3. FIG 11B-33(a)) 7. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGRESS FROM ITS CLOSED POSITION. (1133B.2.3.1) 10. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANCE OF THE DOOR IN THE CLOSED POSITION. WHERE THE PLANE OF THE DOORWAY IS OFFSET OR LOCATED IN A ALCOVE A DISTANCE MORE THAN 8 INCHES MEASURED FROM THE PLANE OF THE DOORWAY TO THE FACE OF THE WALL, THE DOOR SHALL BE PROVIDED WITH 60" MANEUVERING CLEARANCE FOR FRONT APPROACH. 11'THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. WHERE THE DOOR IS RECESSED OR LOCATED IN AN ALCOVE, THE PROJECTION DISTANCE ALLOWED TO PROJECT INTO THE REQUIRED DOOR STRIKE CLEARANCE MEASURED FROM THE FACE OF THE WALL TO THE FACE OF HE DOOR 12, PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE� OT WHICH THE DOOR SWINGS IF THE DOOR IS EQUIEPED WITH COTH A LATCH AND A CLOSER. (FIG 11B-26/o\) 13^ THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. (1133B.2.4.1) 14` WHERE THE DOOR OPENS INTO A STAIR OF A SMOKE PROOF ENCLOSURE, THE LANDING NEED NOT HAVE A LENGTH OF 00" (1 15^ THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OF HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST CREATING A TRAP OR HAZRDOUS CONDITION. (1338.2.8. FIG _ 11B-29) 1 6. MAXIMUM EFFOT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 -` POUNDS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINSTRATIVE AUTHORDY, NOT TO EXCEED 15 POUNDS. /1338.25\ 17' WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHAL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE A 3" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR' (1133B.2.5.1) FLOOR AND LEVELS 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. (1120B.1) 2. GROUND AND FLOOR SURFACES ALAONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP-RESISTANT. (1120B.2 & 1124B.1) 3. CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATEMENT. (11248.2. FIG 118-5F(~)) ' . 4. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. (1124B'2, FIG 11B-5E(d)) 5. IF CARPET OF CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE AF�M CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT' PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGRH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1124B.2. (1124B.3, FIG 118-78) CORRIDORS & AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE THAN 44" IN WIDTH. (1133B.3.1) HAZARDS AND PROTRUDING OBJECTS 1. YWALNS, HALL, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SHAPCES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. (1121B.2, FIG 11B-7A) CONTROLS &x OPERATING MECHANISMS 1. CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101.4.11 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1117B.6 (1117B.6.1) 2. CLEAR FLOOR SPACE COMPLYING WITH SECTION 11188.4 THAT ALLOWS A FORWARD OR PARALLEL APPROCH BY A PERSON USING A WHEELCHARI SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT. 0117B'0.24 3. THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWERE THAN 15~ IF FORWARD APPROACHED AND WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROCHED. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN " ABOVE THE FLOOR. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT QRASPNG, PUNCH|NQ, OR TWISTING OF THE WRITS. TO FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. /11178.6.4\ 6. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVE FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE NO GREATER THAN 5LBF LEVER-OPOERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. (1115B.2.1.6.1) SPACE ALLOWANCE & REACH RANGES 7. IF THE CLEAR FLOOR SPACE ONLY ALLOWS FORWARD APPROCH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE FIGURE . THE MINIMUM LOW FORWARD REACH IS 18". IF THE HIGH FORWARD REACH IS OVER AN 08STRUCTK}N, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 11B-5C0A. /11188.5\ ' 8. IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A YVHEELCHNR, THE MAXIMUM HIGH SIDE REACH ALLOWED SHALL BE 54" AND THE LOW SIDE REACH SHALL BE NO LESS THAN 9" ABOVE THE FLOOR AS SHOWN IN FIGURES 1118-5D (A) & (B). IF THE SIDE REACH IS OVER AND OBSTRUCT|ON, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 111B-5D(C). (1118B.6) EMPLOYEE WORK AREAS 8: WORK STATIONS NOTE: GENERAL EMPLOYEE AREAS ARE "THOSE AREAS COMMONLY USED BY MULTIPLE EMPLOYEES, SUCH AS RESTR0OMS, BREAK R0OMS, CONFERENCE AND MEETING SPACE, ETC.' EVEN WHEN THESE AREAS ARE RESTRICTED FOR EMPLOYEE USE ONLY, THEY MUST COMPLY WITH TITLE 24 ACCESSIBILITY REQUIREMENTS. NOTE: SPECIFIC WORK STATIONS IS INTENDED TO MEAN 'PLACES WHERE INDIVIDUALS DD THEIR WORK, SUCH AS A CHEFS CHOPPING BLOCK IN A COMMERCIAL RESTAURANT OR A COMPUTER TERMINAL IN AN OFFICE.' THESE WORKSTATIONS ARE NOT REQUIRED TO BE ACCESSIBLE THEMSELVES, EXCEPT THAT AISLE AND FLOOR AND LEVEL REQUIREMENTS MUST BE MET AND ENTRYWAYS MUST BE AT LEAST 32' IN CLEAR WIDTH. . EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE OFFICE OF THE STATE ARCHITECT/ACCESS COMPLIANCE SECTION IN THE UNIVERSAL BUILDING CODE, PLUMBING CODE, AND ELECTRICAL CODE. (1123B.1) 2. SPECIFIC WORKSTATIONS, WITH THE EXCEPTION OF WORKSTATIONS IN SALES CHECK STANDS, TICKET BOOTHS, AND OTHER WORKSTATIONS WITH SPECIFIC REQUIREMENTS CONTAINED IN OTHER PORTIONS OF THE REGULATIONS, NEED ONLY COMPLYING AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRYWAYS SHALL BE 32" IN CLEAR WIDTH. / \11236,\ �/ 3. BNPLDYE[WORhAR[ASSHALBEACCESS|BLE8YMEAN3OF36`M|N|MUM AISLE AND 32' MINIMUM CLEAR OPENING DOOR WIDTH. (11058.3.2.3, 11058.3.3.2, & 1108B5) FIXED OR BU|LT- IN SEATING. TABLES 8c COUNTERS 1. WHERE FIXED OR BUILT-IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE ARG4S, 5% BUT NEVER LESS THAN | MUST BE ACCESSIBLE, AS REQUIRED IN SECTION 1122B. (1122B.1) 2. IF SEATING SPACES FOR PEOPLE IN WHEELCHAIR ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 18B.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19". (1122B.2, FIG11B-13) 3. IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS KNEE SPACES AT LEAST 27" HIGH, 30" N8D[, AND 19" DEEP SHALL BE PROVIDED. (1122B.3. FIG 11B-13) 4. THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FORM THE FLOOR OR GROUND. (1122B.4) 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATONS, AT LEAST 5%, BUT NEVER LESS THAN 1, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36' LONG AND NO MORE THAN 2O" TO 34° HIGH. /1122B'41 SIGNS & IDENTIFICATION NOTE: CITY'S STANDARDS FOR SIGNAGE ARE MORE STRINGENT AND ARE SIGNIFICANTLY LARGER AND WIDER THAN FEDERAL LAW, AMERICANS WITH DISABILITIES ACT (ADA) SECTION 4.30. (11178.5) NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THIS SECTION 1. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15080 IN FEDERAL STANDARD 595B. (1117BS.8.1.1) ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQU|RED, TO BE � VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. �1117B.5.0.1'2' fb 11127B.J\ J. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1178.5.2 THROUGH 111713.5J. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE |8 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 00" ABOVE THE FINISHED FLOOR TO THE CENTELINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3' OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (1 11178.5.7) 4. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACE OF A BUILDING OR SITE, THEY SHALL COM 11 17B.5`2, 11178.5.3. 11178'5.5, 1117B.5.8. 11178.5.7, MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EX[[ 3IGNAGE, TACTILE STAIR LEVEL IDENTIFICATION AND SPECIAL EGRESS CONTROL DEVICES SHALL COMPLY WITH SECTIONS 1003.2. &L, 1003.2.8.5,1003.2.9. 1003.2. 10 AND 1003.3. 1. 10. (11178.5.1.3) WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE / �� FOLLOWING: 1117�.�."/ A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR RECESSED 1/32- MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (11178.5.5.1) 8. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8' HIGH (MAXIMUM (1117B. 5521 C. THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 6. CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BEJ�EEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BEPNEEN 1:5 AND 1:10. (11178.5.3) 7. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHAL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKQROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACK /1117B.5.21 8. 1. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". (11178.5.4) 9. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10' ON CENTERS IN EACH CELL WITH 2/10' SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40' ABOVE THE BACKGROUND. (1117B.5.6) CONSTRUCTION FRAMING MATERIALS, INTERIOR FINISHES, -- AND NON- COMBUSTIBLE MATERIAL REQUIREMENTS OR MEET SELF-IGNITION ) SMOKE-DEVELOPED INDEX AS SPECIFIED AND »� THE CODE FOR THIS SPECIFIC �-__ IN TYPE �� BUILDINGS (IBC CHAPTER 7, 8 & 26) �RO TACTILE EXIT SIGN ' EXIT . � .41...s. IU7B5.3.2 NON-GLARE FINISH. CHARACTERS CONTRAST WITH ' BACKGROUND,[ EITHER LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. UI7B'5'3 CHARACTER WIDTH-TO-HEIGHT RATIO BETWEEN 3;5 a I:1 a STROKE 0�DTHTOHEIGHT RATIO [}F BETWEEN 1:5 �� 1:1(}. ' ��U .�.� ` ' I. RAISED SANS SERIF UPPERCASE CHARACTERS RA|SED /\ MINIMUM (]F 1/32". ` 2^ HEIGHT OF RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8", MAXIMUM OF 2". U|78,5.6 CONTRACTED GRADE 2 BRAILLE WITH DOTS I/10" ON CENTERS WITH 2/10n SPACE BETWEEN CELLS 8 RAISED A MINIMUM OFF 1/40o. U|TB ^ 5 7� MOUNTED ON WALL ADJACENT TO LATCH OUTSIDE []F THE � DOOR OR NEAREST ADJACENT WALL, PREFERABLE ON ��T -- ^ MOUNTING HEIGHT IS 60" ABOVE FINISHED FLOOR TO CENTER LINE OF SIGN SO CAN BE APPROACHED WITHIN 3 INCHES WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING OF A DOOR. ' ' DOOR MOUNTED LOCATE WALL MOUNTED SIDE OF ` SIGNAGE ON LATCH DOOR, CLEAR OF DOOR-SWING. MOUNT AT 00" TO CENTERLINE FLOOR. ---� ^------` OF SIGN FROM ' | �' ' ' � ' \ ' Q�� b ` '`' \ ` / �~�~' LETTERING / / RA�ED 1/n- " Ill ..-- / \ �» - ---+- MEN ° ° HEIGHT OF LETTERING ' ~� ~~ -- MIN. TO 2" MAX. UPPERCASE CORRESPONDING CHARACTERS GRADE U BRAILLE . TACTILE EXIT S 5 ' ' RESTROOM DOOR SYMBOLS SCALE: NTS SCALE' NTS SYMBOL IA U 2,' UN. TYp. UUU U er0 4 PIOMEN MEN RESTROOMS ` . . - n11 ~ ` 1 12" 1 2" DESCRIPTION FACILITIES, THICK WITH EDGES AT THE WOMEN'S INCHES IN DIAMETER, COMBINED CIRCLE THESE GEOMETRIC AT A HEIGHT OF COLOR AND CONTRAST AND CONTRAST SIDE OF INCHES. �F 60 INCHES. ' ON DOORWAYS LEADING TO MEN'S SANITARY AN EQUILATERAL TRIANGLE INCH AND A VERTEX POINTING UPWARD AND A CIRCLE THICK AND 12 A UNISEX RESTROOM IS PROVIDED A SIGN SHALL BE USED AS SHOWN ABOVE. SHALL BE CENTERED ON THE DOOR FROM THE FINISH FLOOR AND THEIR DISTINCTLY DIFFERENT FROM THE COLOR ALSO ON THE WALL ADJACENT TO STRIKE A GRADE 2 BRAILLE SIGN WITH LETTERING/BRAILLE 1/32" 5/8" - 2" HIGH AT HEIGHT 12 INCHES LONG FACILITIES WHERE _ AND TRIANGLE SYMBOLS 60 INCHES SHALL BE OF THE WALL. DOOR. MOUNT SYMBOLS RAISED PROVIDE ACCESSIBLE SYMBOL 1117851. ACCESSIBLE ENTRACE SIGN 6 �' ' . RESTROOM DOOR SYMBOLS --SCALE: SCALE: NTS � SCALE: NTS BLDG. RAMP TO COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND REGULATIONS LINE 1/4" DEEP GROOVES / a. o 1 cif(4\ WRAP INSULATE 0 • DRAIN PIPE e Ali. BROOM FINISH CURB FACE MIN. -- cr...\-) In RAMP AT CURB I I I 1 I I I I ), \ ACCESSIBILITY SIGN ( PER SEC. 3107A(C) Afik NY 111 E NI (I PERMIT CENTE WHEEL STOP -4- CODE COMPLIAN APPRovER m .4- III MB a BATHROOM ACCESSORIES 0 2 WALL GRAB BAR = 42" & 36" 0 TOILET TISSUE DISPENSER 0 TOILET SEAT COVER DISPENSER 0 SOAP DISPENSER 0 MIRROR 0 0 PAPER TRASH TOWEL DIS"ENSO V of Tukvvila RECEPTAC EBUILDING DIV'S! STRIPES AT 36" ON CENTER 6, CfLO" 5'-0" MIN. AT -IGAL AGG - WITHIN THE ACCESSIBLE PARKING STALL PAINT THE WORDS ACCESSIBILITY SIGN VAN ACCESS 12 ' HIGH LETTERS MIN. PER SEC. 3107A(C) TYP RESTROOM ELEVATION DISABLED PARKING STALL 4 DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5695 FAX: (817) 635-5699 � ]0 ��< , _ CO �� »�� t�� (13 N°N ��. �� - w~� w �--� _��» I-0 ��m �� N N.N 0�� ^� (NI -UL- 0��= nw�� . N°N N �"� NN �� =�== ~°~N* N � N ��. ~~~� N=&�� m=m�� N ~N �"�� m��m ' N� �N �= F/15 .N | 0 � N � N �� m=m�m � 1372 SOUTHCENTER MALL co 00 00 CORTLANDK8DRGAN STATE OF WA,5IIINGTON REVISIONS /k HEALTH DEPT. CORRECTIONS 02/13/10 • - • - /& _ • - �m* �]�w��L f�y�� NOTES �� SHEET NUMBER e) \ \ \ o 0) 41 -0" / 2' -0" / 4' -0" TYP. 41, 2 LOW GLASS TION, TYP. ALIGN 5' -0" 15' -0" (E) 24' -0" (E) 48' -5" (V.I.F.) 14' -6" 41 -9" 1 O U LL 0 am ME I 1211 OF COL 0 a CC 0 CL LL 0 0) 2 LOW GLASS ITION, TYP. A 2 LOW GLASS TION, TYP. tr 4' -0" mpp C., 1 CORIAN TOP/EDGE NOOK WITH WOOD LAMINATE ON LOW. WALL AND STAINLESS STEEL BASE (E) T COLUMN • 21 -0" 21 -0" DINING AREA 1 100 E 8X8 TS COLUMN 0 i 0 �64 y 24' -2" 4' -1" (E) 6' -10" 9' -1" y 14' -10" 1 0 0 L� / 0 2' -6" SERVICE AREA 2 107 2' -3" W LLI 0 0'� �:ees sey FD Q li c:.; .. koo CV L.ti I 7' -11" 1111111111 2' -8" SERVICE AREA 1 102 • USE TILES INSTEAD OF FRP ON THIS 'WALL CO KITCHEN ' AREA 2 1 35\ s} 108 ^' . i -2 r FS r In2. ..... ......, ..., ...., ...., ..., ..... ,.... f:i L1'/\ij _y M I f I \ / !F �� IC, 1 • 12" MIN: w 0)R / H71 PREP /STORAGE _TM J AREA 2 109 / 21 -6" r- --r -- 2'- 1 FD R 7' -6" 31- / (E) VESTIBULE (NOT A PART) 3' -6" 3' -0" y -j Fr i0 2' -2'r_ 0 u-) 11 2' -8" 2' -6 ": 0) KITCHEN AREA 1 103 2' -7" FD P.,47 1 ir) 0 CV T 0 ' 7 li 3, -3" 1■ • (E) WOMEN'S RESTROOM - REMOVE PART OF WALL 1 ok. 'kkl?' 1 'r.w:d \ L 1' "- 2' -5" 2' -5" (E) VESTIBULE (NOT A PART) (E) MEN'S RESTROOM K1:41;19 `14.A.,1174!_ ltd i'M. Coo Sex- 0 4 7 T_/•0 NOT A PART NOT A PART IPE WOOD SIDINGS OR PLANKS, SEE ELEVATIONS D3 WALK-IN WALK-IN • Jiiiifih —'� . COOLER FREEZER N. \ \ 106 Fo C Z il iiii I i PREP /STORAGE _ - AREA 1 1 104 `'.,.,.,.,.,.,.,.,.,.,' :❖ / i\ ;.; Mt ii:i •:.......... ❖:•:•:. ❖• ❖:;:,•:s•:s.•:,. ,••.•.......•..••••..;•;•;•;•;,•;,,•;•,;•••;•; y:. s.. c.❖:.❖:.•:.. s:; :•:. ❖:•:.•:.•:.•..:.••:c•:.s:•: ......... o.•. o, ❖.•. ❖. ❖.•.v,•,;,,;,•,•,• / /,,. /,,,,, o;,;,•,;,;, y,,;,•,• s•,•,•,•, voo •,•,•,•,•,00•,• /q••••••••••:. ;:;;? D3 (`2 105 31 -5" 3' -0" 11 0 11' -2" 36' -10" ./ \ M II INING REA 2 0 REMOVE EXISTING EXTERIOR WALL in N 3' -0" 16' -0" 6' -0" 25' -11" 16' -6" ±41 -2" 8 -6" (V.I.F.) Duo -ono \ IPE WOOD SIDINGS OR PLANKS, SEE ELEVATIONS 9 REVIEWED FOR CODE COMPLIANCE PRIMED MAY 172010 City of Tukwila BUILDING DIVISION RECE-RD CITY OF TUUKWILA MAY .0 7, 2010 PERMIT CENTER FLOOR PLAN SCALE: 1 /4 " =1 '-0" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696. FAX: (817) 635 -5699. Z J J 0 Q J O M .1 W Q w ct W !— M . CX 00 � CW W M —XI I--- O Qo 0� M (5-) w cNI D E cn ,-- O w 8897 tossooassarto CORTLAND MORGAN STATE 0 J41B�GTON . REVISIONS Lt, HEALTH DEPT. CORRECTIONS 02/13/10 A A- A - 10 L AN SHEET NUMBER 1 SEE SHEET A -1.3 FOR CEILING /ELECTRICAL FIXTURES LEGEND NEW DRYWALL CLG. 59 61 CEILING SCHEDULE NO. MANUFACTURER DESCRIPTION MATERIAL FINISH C1 ARMSTRONG 2' X 2' SUSPENDED T -BAR GRID CEILING SYSTEM ANGLED TEGULAR CIRRUS #584 CEILING SYSTEM WHITE WITH WHITE TRACK C2 USG 2' X 4' SUSPENDED T -BAR GRID CEILING SYSTEM "VINYL ROCK" VINYL - CLAD GYP. BD. PANELS WHITE SMOOTH & WASHABLE C3 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD PAINT SMOOTH & WASHABLE + 17' -4" A.F.F. (VERIFY) B.O. PORTAL 3 2 I.. • :. •� r. DROPPED CEILING +11' -0" A.F.F. C3 CEILING +12' -0" A.F.F. C3 4 +11' -8" A.F.F. B.O. PORTAL �•• :f +12' -0" A.F.F. -1 DROPPED CEILING . b'• • • • L +13' -0" A.F.F. C3 SERVICE AREA SERVICE AREA +9' -6" A.F.F. C3 CEILING +12' -0" A.F.F. C3 B.O. PORTAL +11' -8" A.F.F. B.O. PORTAL +12' -0" A.F.F. NEW DRYWALL CLG. 1 2 +17' -4 A.F.F. (VERIFY) 1 •1' +9' -6" A.F.F. C3 BACK COUNTER SOFFIT +7' -0" A.F.F. C3 KITCHEN/ PREP AREA +10' -0" A.F.F. C2 88 o Z v) w • • ■ EXH UST HOOD SEE MEC ANICAL �DRAWIN TO MATCH EXISTING CEILING \ \ KITCHEN/ PREP AREA +10' -0" A.F.F. C2 1 rAINL SS STEEL F ING T MIN ABO (NO CI. LINT WORK...., VE i WALK -INS) i NOTE 1. ALL OUTLETS, REGISTERS, ETC. ON CEILING AND WALLS PAINTED TO MATCH SURFACE, 2. PROVIDE PAPER BACK ON ROOF INSULATION 3. ALL UTILITIES IN OPEN CEILING AREA TO BE HIGH & TIGHT AGAINST STRUCTURE CEILING KEYNOTES 1 2 4 5 EXISTING SUSPENDED T -BAR AND CEILING TILES TO BE REMOVED EXISTING LIGHT FIXTURES TO REMAIN, TYP. EXISTING FIRE SPRINKLER HEADS TO REMAIN, TYP. 'TRESPA' SYSTEMS, VERIFY. IPE WOOD SIDING OR PLANKS. 0 6 EQ. SPACES = 30 DROPPED CEILING +14' -0" A.F.F. C3 RECESSED CEILING +15' -0" A.F.F. C3 CEILING COVE +11' -6" A.F.F. (P -8 ) C3 +10' -0" A.F.F. P -8 C3 DROPPED CEILING +10' -6" A.F.F. (P -8) C3 B.O. SOFFIT +11' -0" A.F.F. (P -8) C3 +10' -6" A.F.F. (P -8) DINING AREA CEILING C3 +11' -6" A.F P -8 C3 F. B.O. SOFFIT +10' -0" A.F.F. (P -8) B.O. SOFFIT +11' -0° A.F.F. iP -8i C3 C3 )t4OOMO REVIEWED FOR CODE COMPLIANCE ri PPROVED MAY 17 2010 City of Tult ila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY ,07 2010 PERMIT CENTER REFLECTED CEILING PLAN SCALE: 1 /4 " =1' -0" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 8897 REGISTERED EC CORTLAND MORGAN STATE O WAil NGTON ,a REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A A A - A - A A- RE I ECTE CEILING P1- 41∎! SHEET NUMBER TILE LEGEND 1 11 ® DECORATIVE SURFACE, 12" X 12" EUROWEST "OLIVE BROWN ", POLISHED ■e■ \ (QT -1) 6" X 6" DAL TILE QUARRY TILE 0Q40 RED BLAZE ME �� X �� EUROWEST DECORATIVE SURFACE, ® 18 18 ", ME"PERLA POLISHED FINISH NOTES 1. FLOORS SHALL NOT SLOPE MORE THAN 1/4" PER FOOT TO FLOOR DRAINS. 2. RESTROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDS UPWARD ON TO THE WALLS AT LEAST 6 ". 3. WALLS WITHIN 2' OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF 4', AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. 4. FINISHED SURFACE OF RAMPS SHALL BE OF SLIP- RESISTANT MATERIALS. 5. SEE SHEET A -1.3 FOR FINISH SCHEDULE. SEE 1/A -1.4 FOR MALL FLOOR FINISH TILES TO MATCH EXISTING II ®• 111■ MI 1 I 1 in 1 ■11 11 111 viii ®MT®® ® ® =ei■�i11� ®i�®®® =®® Iii III 1111 111141111111111111111111111111111111111111 uI■ ■■■ �■ ■�t� I ■ ■ ■ ..■A ■ ..■ ..■ ■■ NE — ® ■f mums uuuuu ■ ■ ■�■�1■m■�■■■ 1J ■■1�= 1!11111■ ■1111■ ■ ■ ■■ ■IIII■ ■MINI■NE■■■ ■ ■_II■ �■■W■■■■■■M■■\EN■� ■ ■■ ■■ ®® ■■■■�■ ■■■■ ■� ■■■NcM�■■■ ■■ . _ _ _ ® ■■■■ ■ ■1• ■■■■ ■ ■ ••■■■111M■N'jI i N® ■■■■®�■■I■■ ■ ■■■— ■■■ME■NI I■■ _I 1_MI ®■■ ■■NN■■�■■■■■■NI■■■�■� 1■■ I NM ®■■■■NEl,NNI■■■ ■ ■ ■NN■■ ■NIM■w 1■■ • 1111IIR1111111111u1111111: - -- ® EN ®■ • ! 111111■ •••••■■■■NIE■■ ■M ■i SEE 1/A -1.4 FOR MALL FLOOR FINISH ALUMINUM RAI THRESHOLD REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172010 City of Tukwila BUILDING DIVlslnnl D10 040 RECD D CITY OF T KWILA MAY 0 7 -2010 PERMIT CENTER FLOOR FINISH PLAN SCALE: 1 /4 " =1' -O" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z J O � m m00� scow rry Z DEW w 0 NIH to 6 N 8897 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A- A- • - A- • - A- A- :1_008 :INISH F N SHEET NUMBER 1 DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q M C Q Ce (Cs I-1-1 tX Z W ® cks F— W O Z E N = W N~U ® 1— 1.4.i v) j C,.) ,0 1.1 Q ej V/ 1ML1 ^ ', W L(1 W N M o,T- - W `3897 REGISTERED EC T CORTLAND MORGAN STAID Of WANIAIGTON v WA 98188 REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- A- A- IN I6 , DOOR AND UJAI.1.. !1/CHE UI-E SHEET NUMBER - 1.3 JOLLIBEE PAINT SCHEDULE FINISH SCHEDULE NO MANUFACTURER MFG # COLOR FINISH REMARK ROOM NAME FLOOR BASE WALL CEILING (P -1) DUNN EDWARDS DE6226 FOGGY DAY - - 100 DINING AREA 1 T -1 6" X 12" POLISHED TILES " " T -2 18 X 18 POLISHED TILES T -1 6" X 12" COVED BASE PAINTED DRYWALL SEE ELEVATIONS C3 GYP. BD. W/ SMOOTH WASHABLE PAINT C1 2'X2' SUSP. GRID P -2 ) DUNN EDWARDS DE5228 PUMPKIN PIE - - P -3) DUNN EDWARDS DEA107 HOT JAll - - DINING 101 AREA 2 T -1 12" X 12" POLISHED TILES " T -2 18" X 18 POLISHED TILES T -1 6" X 12" COVED BASE PAINTED DRYWALL SEE ELEVATIONS C3 GYP. BD. W/ SMOOTH WASHABLE PAINT 0 ( P-4 ) DUNN EDWARDS DE5494 EVEN GROWTH - - (P-5) DUNN EDWARDS DE6126 STOCKHORSE -" SERVICE 102 AREA 1 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS) WP -5 S.S. WALL PANEL C3 GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) ( P -6 ) DUNN EDWARDS DE5895 DIVE IN - - (P -7) DUNN EDWARDS DE5313 MELTED BUTTER - - 103 KITCHEN AREA 1 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WP -5 S.S. BEHIND COOK LINE WP -6 FRP PANEL (WHITE) C I • ' e WASHABLE VINYL COATED GYP. BD. PANELS (P -8) DUNN EDWARDS DE5288 SUMMER HUE - - ( P -9) DUNN EDWARDS DEW380 WHITE ( -1) - - PREP /STORAGE 104 AREA 1 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WP -6 FRP PANEL (WHITE) C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS P -10 DUNN EDWARDS DEA108 RED POWDER - WALL PANEL 1 LAMINATE SCHEDULE WALK -IN 105 COOLER " n QT -1 6"x6" QUARRY TILE SS /ALUM. W/ 5/8" RADIUS COVE, 4" HIGH MIN. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK (WP-1) FORMICA WOOD LAMINATE 7739 COCOA MAPLE - 106 WALK -IN FREEZER GALV. STL. SS /ALUM. W/ 5/8" RADIUS COVE, 5" HIGH MIN. EXT S.S. INT, ALUM /GALV. STL ALUM /GALV. STL (WP -2) MARLITE FRP - WHITE - (WP -3) NOT USED - - - 107 SERVICE AREA 2 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS) TL -3 6 "X12" TILES C3 GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) 0 (WP -4) NOT USED - - - �WP -5) S/S FABRICATOR S/S PANEL (24 GA.) - KITCHEN 108 AREA 2 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6 NSF APPROVED LEGS) WP -5 S.S. BEHIND COOK LINE WP-6 FRP PANEL (WHITE) C2 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS TILE/FLOOR FINISH SCHEDULE R NO. MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK PREP /STORAGE 109 AREA 2 QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WP-6 FRP PANEL (WHITE) C2 X4 S'. GR P WASHABLE VINYL COATED GYP. BD. PANELS ® EUROWEST 12" X 12" DECORATIVE SURFACE - OLIVE BROWN POLISHED 1/4" DINING AREA FLOOR W/ BASE ® EUROWEST 18" X 18" DECORATIVE SURFACE - PERLA POLISHED 1/4" DINING AREA FLOOR ® EUROWEST 12" X 12" DECORATIVE SURFACE - PERLA POLISHED 1/4" TOILET FLOOR W/ BASE 63 DAL TILE 6" X 6" FIELD TILE 0137 ALMOND CERAMIC 3/16" TOILET WALLS ® - 6" X 24" HARDWOOD - (VERIFY) - - LOUNGE AREA FLOOR QT 1 I DAL TILE 6" X 6" QUARRY TILE 0Q40 RED BLAZE PLAIN 3/8" G4 KITCHEN, SERVICE (FLOOR) (QT-2) DAL TILE 6" X 6" COVE QUARRY TILE Q -3565 RED BLAZE PLAIN 3/8" G4 KITCHEN, SERVICE (BASE) SURFACE SCHEDULE NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK ® CORIAN CORIAN COUNTERTOP - EVEREST all TBD COLORED GLASS - BLACK ® TBD COLORED GLASS - MELTED BUTTER WALL SCHEDULE in TBD COLORED GLASS - RED POWDER (DEA187C) NO. DESCRIPTION S -5 TBD WOOD VENEER STRIPS = TBD PORTAL 1 EXISTING WALL TO REMAIN. RED RIBBON MATERIAL SCHEDULE ® NEW STOREFRONT SYSTEM. NO. MANUFACTURER PRODUCT MFG# COLOR /STYLE FINISH REMARK • 3 5/8" X 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES (WATER- RESISTANT ON TOILET SIDE) (SEE DETAIL 1/A -3.0) ® S.S. FABRICATOR SQUARE TUBINIGLESS STEEL _ _ - _ . 3 5/8" X 25 GA. MTL. STUD WALL FURRING W/ 5/8" TYPE "X" GYP. BD. ON EXPOSED SIDE. ® S.S. FABRICATOR BRUSHED ALUMINUM (16 GA.) - - - - • 3 5/8" X 25 GA. MTL. STUD LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES. (SEE DETAIL 4/A -3.0) (PL -1) LAMIN -ART PREMIUM WOOD PRINTS 7965 -G GOLDEN AMARENA GLOSS - • 3 5/8" X 25 GA. MTL. STUD LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON EXPOSED SIDE. (PL -2) FORMICA LAMINATE 845 -58 SPECTRUM RED MATTE - 6" X 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES. (FRP) MARLITE FRP P -100 WHITE PEBBLE - (SB-1) - 5/8" GRANITE SLAB - BLACK GALAXY - COUNTER TOP C - 1/4" TEMPERED CLEAR GLASS - FINISH WITH PRINT IMAGE STICKER IMAGE GROUP B _ FOR DISPLAY CASE ® CROSSVILLE PORCELAIN A375 SAFFRON /CROSS - COLORS - 6 "X12 "X5/16" (EP -1) 3 -FORM DUO 1/4" GAUGE - ORANGE GLOW - 4 X 8 PANEL (AC -1) - 1" THICK CLEAR ACRYLIC - - - WORDING CUTOUT RED RIBBON PAINT SCHEDULE DOOR SCHEDULE NO MANUFACTURER MFG # COLOR FINISH REMARK (PT-1) RALPH LAUREN WW27 WHITEWASH ARROWROOT / OFF WHITE EGGSHELL - NO DESCRIPTION MFG# SIZE FRAME FACE/EDGE THK. CORE LITE RATE MIN 10 NEW STOREFRONT DOOR 6'- 0 "x7' -0" ALUM. GLASS PER MFG. GLASS GLASS PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS PT 2 SHERWIN WILLIAMS SW 6660 HONEY BLUSH / LIGHT YELLOW EGGSHELL SEMI GLOSS IN SERVICE AREA (PT-3) SHERWIN WILLIAMS SW 6415 HEARTS OF PALM LIGHT GREEN / EGGSHELL - D2 EXIST. EXIT DOOR 3'-0"x7'-0" H. METAL PAINTED EXISTING HOLLOW WITH CLOSER, PANIC HARDWARE & ..EXIT SIGNS (PT-4) RALPH LAUREN IB62 ISLAND BRIGHTS / BAJA ORANGE EGGSHELL SEMI GLOSS IN SERVICE AREA D3 WALK -IN COOLER DOOR BY MFG. BY MFG. STAINLESS STL. BY MFG. BY MFG. (PT-5) RALPH LAUREN IB59 ISLAND BRIGHTS/ RELAY RED EGGSHELL - ELECTRICAL FIXTURE LEGEND SYMBOL DESCRIPTION LAMP X WATTS REMARK 32W T8, 48" T8, 120/277V 50/60HZ, LMP841 W/ SHATTER PROOF LENS 2' X 4' FLUORESCENT LIGHT HIGH EFFICIENCY T8 TROFFER - STATIC �� BY: LSI , PETROLEUM LIGHTING, (GA332SDSS010EM120LMP841) CEILING RECESS MOUNTED FLUORESCENT LIGHTING FIXTURE, 2'X2', 120 V WITH TWO ELECTRONIC BALLASTS AND T8 LAMPS. CLEAR ACRYLIC PRISMATIC LENS. BAKED -ON WHITE ENAMEL FINISH. T8 D830 3 X 32W W/ SHATTER PROOF LENS ® KITCHEN, PREP AREA, & SERVICE AREA. OO R TYPES 1 O 4" DOWNLIGHT, RECESSED COMPACT FLUORESCENT LIGHT (WARM WHITE LAMP) BY LIGHTOLIER T9 D30 /RS 1 X 22W � �''� O DOWNLIGHT, RECESSED COMPACT FLUORESCENT WITH (COOL WHITE) LAMP BY LIGHTOLIER FRAME -IN KITS 1102P1 REFLECTOR 1005 PAR 30 1 X 75 W W/ SHATTER PROOF LENS ® KITCHEN, PREP AREA & SERVICE AREA / 61 -0" 3,_0" 3,_0" (VERIFY) �% 12 "O PENDANT LIGHT (T.B.D.) ............,,..„) ° -1 '• / \ - REMEINED FOR LI PPROVED MAY 172010 gill BUILDING Iw \I II 6 "� PENDANT LIGHT (T.B.D.) - COVE LIGHT (T.B.D.) - - - - -- _ WALL SCONCE (T.B.D.) 1 1 / 4 D CEILING MOUNTED EMERGENCY LIGHT, TWO HEADS WITH BATTERY PACK, 120V, WHITE COLOR 25 W VERIFY WITH OWNER , \ h 1 1 ® UNIVERSAL MOUNTED EXIT SIGN, FLUORESCENT, 120V WITH BATTERY PACK, SINGLE FACE GREEN LETTER 2 X 7W CLEAR FLEXI \ �/� a. ro X AIR- CONDITION SUPPLY REGISTERS (SEE M- DRAWINGS FOR DETAILS) `. oZ \Z 0 STOREFRONT DOOR ♦ D1 REC1 D CITY EC T KWILIA EMAY 0 7,2010 PERMIT CENTER AIR- CONDITION RETURN REGISTERS (SEE M- DRAWINGS FOR DETAILS) EXHAUST FAN.. (SEE M- DRAWINGS FOR DETAILS) DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q M C Q Ce (Cs I-1-1 tX Z W ® cks F— W O Z E N = W N~U ® 1— 1.4.i v) j C,.) ,0 1.1 Q ej V/ 1ML1 ^ ', W L(1 W N M o,T- - W `3897 REGISTERED EC T CORTLAND MORGAN STAID Of WANIAIGTON v WA 98188 REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- A- A- IN I6 , DOOR AND UJAI.1.. !1/CHE UI-E SHEET NUMBER - 1.3 NO. MANUFACTURER (P -1) DUNN EDWARDS (P -2) DUNN EDWARDS (P -3 ) DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS MFG # DE6226 DE5228 DEA107 DE5494 DE6126 DUNN EDWARDS DUNN EDWARDS (P -8) DUNN EDWARDS (P -9) DUNN EDWARDS (P -JO) DUNN EDWARDS COLOR FOGGY DAY PUMPKIN PIE HOT JAll EVEN GROWTH STOCKHORSE DIVE IN MELTED BUTTER SUMMER HUE DEW380 WHITE ( -1) ROOM NAME FLOOR T -1 6" X 12" POLISHED TILES T -2 18" X 18" POLISHED TILES T -1 12" X 12" POLISHED TILES T -2 _ 18" X 18" POLISHED TILES PAINTED DRYWALL SEE ELEVATIONS T -1 6 X 12" COVED BASE PAINTED DRYWALL SEE ELEVATIONS KITCHEN AREA 1 DEA187C RED POWDER WALL PANEL / LAMINATE SCHEDULE MANUFACTURER FORMICA MARLITE NOT USED NOT USED S/S FABRICATOR QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) SS /ALUM. W/- 5/8" RADIUS COVE, 4" HIGH MIN. CEILING C3 GYP. BD. W/ SMOOTH WASHABLE PAINT C1 2'X2' SUSP. GRID C3 , GYP. BD. W/ SMOOTH WASHABLE PAINT ALI ®ae C3 _GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) DATE: 12/18/09 JOB NO 09 -081 DRAWN: STAFF CHECKED: C.M. WP -5 S.S. BEHIND COOK LINE WP -6 FRP PANEL (WHITE) 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS S/S PANEL (24 GA.) WALK -IN FREEZER SERVICE AREA 2 GALV. ` STL. SS /ALUM. W/ 5/8" RADIUS COVE, 5" HIGH MIN. KITCHEN AREA 2 NO. MANUFACTURER EUROWEST EUROWEST EUROWEST DAL TILE DESCRIPTION 12" X 12" 18 ". X 18" 12" X 12" 6 "`X 6" 6 "X24" 6" X 6" 6" X 6" COVE SERIES DECORATIVE SURFACE DECORATIVE SURFACE DECORATIVE SURFACE FIELD TILE HARDWOOD QUARRY TILE QUARRY TILE COLOR OLIVE BROWN PERLA PERLA ALMOND (VERIFY) RED BLAZE RED BLAZE FINISH POLISHED POLISHED POLISHED CERAMIC GROUT REMARK DINING AREA FLOOR W/ BASE DINING AREA FLOOR TOILET FLOOR W/ BASE TOILET WALLS LOUNGE AREA FLOOR KITCHEN, SERVICE (FLOOR) KITCHEN, SERVICE (BASE) PREP /STORAGE QT -1 6 "x6" QUARRY TILE AREA 2 EXT S.S. INT, ALUM /GALV STL QT -2 6 "x6" CONT. 3/8" RAD. TL -3 MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT-2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT -2 6"x6" `' CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) ALUM /GALV. STL 6 "X 12" `TILES C3 GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) WP -5 S.S. BEHIND COOK LINE WP -6 FRP PANEL '(WHITE) C2 2'X4' . SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS WASHABLE VINYL COATED GYP. BD. PANELS 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 SURFACE SCHEDULE NO MANUFACTURER DESCRIPTION MFG# ® CORIAN CORIAN COUNTERTOP TBD COLORED GLASS TBD COLORED GLASS TBD COLORED GLASS (S -5) TBD WOOD VENEER STRIPS RED RIBBON MATERIAL SCHEDULE NO MANUFACTURER PRODUCT POLISHED STAINLESS STEEL SQUARE TUBING (PL -1) (PL -2) S.S. FABRICATOR S.S. FABRICATOR LAMIN -ART FORMICA MARLITE COLOR /FINISH EVEREST BLACK MELTED BUTTER RED POWDER (DEA187C) TBD REMARK MFG# COLOR /STYLE FINISH REMARK BRUSHED ALUMINUM (16 GA.) PREMIUM WOOD PRINTS LAMINATE FRP 5/8" GRANITE SLAB 1/4" TEMPERED CLEAR GLASS PORCELAIN DUO 1/4" GAUGE 1" THICK CLEAR ACRYLIC RED RIBBON PAINT SCHEDULE NO. (PT- 1) (PT-2) (PT -3) (PT -4) (PT -5) MANUFACTURER RALPH LAUREN SHERWIN WILLIAMS SHERWIN WILLIAMS RALPH LAUREN RALPH LAUREN GOLDEN AMARENA SPECTRUM RED WHITE BLACK GALAXY DESCRIPTION EXISTING WALL TO REMAIN. NEW STOREFRONT SYSTEM. 3 5/8" X 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X " GYP. BD. ON BOTH SIDES (WATER- RESISTANT ON TOILET SIDE) (SEE DETAIL 1/A -3.0) 3 5/8" X 25 GA. MTL. STUD WALL FURRING W/. 5/8" TYPE "X" GYP. BD. ON EXPOSED SIDE. 3 5/8" X 25 GA. MTL. STUD LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES. (SEE DETAIL- 4/A -3.0) 3 5/8" X 25 GA. MTL. STUD LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON EXPOSED SIDE. 6" X 25 GA. MTL. STUD WALL W/ 5/8" ;TYPE. "X" GYP. BD. ON BOTH SIDES. FINISH WITH PRINT IMAGE STICKER IMAGE GROUP B A375 SAFFRON/CROSS-COLORS ORANGE GLOW COUNTER TOP FOR DISPLAY CASE 6 "X12 "X5/16" 4 X 8 PANEL WORDING CUTOUT COLOR WHITEWASH ARROWROOT / OFF WHITE HONEY BLUSH / LIGHT YELLOW REMARK DOOR SCHEDULE NO. DESCRIPTION MFG# SIZE SEMI GLOSS IN SERVICE' AREA 01 NEW STOREFRONT DOOR • FRAME FACE/EDGE HEARTS OF PALM / LIGHT GREEN EGGSHELL ISLAND BRIGHTS / BAJA ORANGE EGGSHELL ISLAND BRIGHTS/ RELAY RED EGGSHELL EXIST. EXIT DOOR 3'- 0 "x7' -0" H. METAL PAINTED SEMI GLOSS IN SERVICE AREA HDW PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS WITH CLOSER, PANIC HARDWARE & EXIT SIGNS ` WALK -IN COOLER DOOR BY MFG. BY MFG. STAINLESS STL. DESCRIPTION LAMP X WATTS REMARK 2' X 4' FLUORESCENT LIGHT HIGH EFFICIENCY T8 TROFFER STATIC BY: "LSI ", PETROLEUM LIGHTING, (GA332SDSS010EM120LMP841) CEILING RECESS MOUNTED FLUORESCENT LIGHTING FIXTURE, 2'X2', 120 V WITH TWO ELECTRONIC BALLASTS AND T8 LAMPS. CLEAR ACRYLIC PRISMATIC LENS. BAKED -ON WHITE ENAMEL FINISH. 4" DOWNLIGHT, RECESSED COMPACT FLUORESCENT LIGHT (WARM WHITE LAMP) BY LIGHTOLIER W/ SHATTER PROOF LENS © KITCHEN, PREP AREA, & SERVICE AREA. REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 DOWNLIGHT, RECESSED COMPACT FLUORESCENT WITH (COOL WHITE) LAMP BY LIGHTOLIER FRAME -IN KITS 1102P1 REFLECTOR 1005 PAR 30 1 X 75 W W/ SHATTER, PROOF LENS ® KITCHEN, PREP AREA, °& SERVICE AREA. 12 "0 PENDANT LIGHT (T.B.D.) CEILING MOUNTED EMERGENCY LIGHT, TWO HEADS WITH BATTERY PACK, 120V, WHITE , COLOR VERIFY WITH OWNER UNIVERSAL MOUNTED EXIT SIGN, FLUORESCENT, 120V WITH BATTERY PACK, SINGLE FACE GREEN LETTER AIR-CONDITION SUPPLY REGISTERS (SEE M- DRAWINGS FOR DETAILS) AIR - CONDITION RETURN REGISTERS (SEE M- DRAWINGS FOR DETAILS) EXHAUST FAN (SEE M- DRAWINGS FOR DETAILS) REVIEWED FOR CODE OMPLIAN APPROVED MAY 17 2010 City of Tukwila BUILDING DIVISIn SHEET NUMBER STOREFRONT DOOR B.O. (E) MALL CEILING 1 .1•. ' 1 • •'•' ° �. I. . 2222 -�' _ . :-It - �-. �•: -± 2222. • '., : • ..:1'.. - -. •- -'. -.+ 22_ 22 _, _, • :..I : i. t 2222 l.. r 1 1 1 L 1 1 1 J • 1' .. • • B.O. (E) SOFFIT • . ' 1 2222. 2222 2222. • ; • • • " ' I 2222 II E . :I. �r • 2222 • . _ • • :..1::... .- • • — ...— +15' -8" A.F.F. B.O. (E) SOFFIT $ +16' -4" A.F.F. B.O. (E) SOFFIT +17' -0" A.F.F. $ $ . T. - — :: I '_ +19' -O" A.F.F. B.O. (E) SOFFIT $ EXISTING SKYLIGHT ,. ' - .4..„ • —' ' .'.•�1•.., . _: �i •_22,•22 • ABOVE •: I I 1 1 1 1 NEW HANGING 1 ;:• ..•. • f 1 fi• . .� ..� i•1' :IIF . L ':_ :2222 • . .o •2222 ..I •il— 1 �: ' • f " :., " I.: ` • ' 1� • —♦•� +15' -8" A.F.F. B.O. (E) SOFFIT +16' -4" A.F.F. B.O. (E) SOFFIT +17' -0" A.F.F. 12 1 CEILING DECO 2222 2222 , .• 2222 • 1 2222. • .• I1 •• -1 04 -3.3 B.O. CEILING DECO I 1 -. I L. • t -= • cP THREADED ROD SUPPORT WITH STAINLESS STEEL SLEEVE, TYP. • +12' -0" A.F.F. ' O 0 2 18'-0" HALLWAY FLOOR FINISH PLAN -2-) SCALE: 1 /4 „ =1' -0„ (T -6) 24" X 24" EUROWEST 'CREMA' (POLISHED) 24" X 24" EUROWEST 'OLIVE BROWN' (POLISHED) (T -8) TILE TO MATCH SEAFOOD CITY FIELD TILE 6” X 24" X 3/8" PORCELAIN TILE BEDROSIANS 'CHERRY' (TCRWDC) EXISTING FINISH NEW FINISH EXISTING 12X12 TILES TO REMAIN 1.1.444-b!:Adit7t7frAt4+.8:4111 ****0404.4*,###111. i 1 tett, 4 0.4 4 Ak :. ,, v ,,, Lit.t..A.19111 ,,,, �- 111:::. 0 O V) 0 0 0 S 2 2 2 22 222 222 C N 2 2 22 22 22 Et O m m �- w ow wN W N m rr- J O 22. 2222. 222 `.2 2 . 22 222 2.2 22 22 . 22 22 St 2 2 22 _ 222 222. 2 2 2 2 2 2 222 0 0 N • Z 1 CO tzG w C3w w� W N w C 0 2 2 2 2 2 2 2 2 \ \ \'� 2: 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • 2 222 • 2 2 • 2 N • \ \ • 22 2 2 ▪ 2 2 • 2 2 ss 222 22 222 22. 22 22• 22 • 222 2222 2222 • 222 2222 • 2 2 2222 2222 • 222 22 22 2 22 22 2 EXISTING 12X12 TILES TO REMAIN EXISTING 12X12 TILES TO REMAIN RECEIVED CITY OF TUKWILA MAY , 0 7, 2010 XISTING 12X1 FERMIT CENTER ILES TO REMAIN REVIEWED FOR CO E COMPLIANCE PPROVED MAY 17 2010 ‘1,0- 440 City of Tukwila BUILDING DIVISION HALLWAY REFLECTED CEILING PLAN SCALE: 1 /4" =1 -0" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q I. m J m M /y Q 00 Z W W - Q QNZ w� Tv 1 w O O zz W 5 N s m1 W 04 ==) L. Ow 1-- CORTLAND MORGAN STATE OF WAJ9I11GTON - REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A - CEILING 4■1:). :LOOK P IN 161-I PLAN SHEET NUMBER 1.4 EXIT 135 OCC X.15 = 2.33" 6" WIDTH PROV . LEGEND EMERGENCY LTG. DESCRIPTION W /90 MIN. BATTERY BACK -UP EXIT SIGN W /90 MIN. BATTERY BACK -UP DATE: 12/18/09 JOB NO: 09 -081. DRAWN: STAFF CHECKED: C.M. NOT A PART 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 SERVICE AREA 2 i ITCHEN ;r -1 . AREA 2 (( j{ C 1099 __. r VI VI 433 9 F./200 O.L.F. . �, i. OV 11 Ulte 58 OCC X.15 = 3.86" 126" W I DTN PROV. EXIT 15 = 5 7q OCC X. .2 6 201" NIT-4 PROV . III III ININENINANiP SERV?U AREA 1 DINING AREA 1 III III Ill 111 1 ■ ■ NN �i NOT A PART 4-11 0. }_ WALK -IN WALK -IN . III 1116 fT i\ �. COOLER FREEZER iiii _ - - \ 105 \ 106 1'jH.\_ L= W. 1 � PREP /STORAGE '- 'r ■■ ■® ■ ■■■■ AREA 1 104 -1.- -4.- ge. , _ . _ �� _` ,- -_ 420 _ 9 . F /200 O . L . F - �- t .. j EXIT 4 OGC X.15 Q "0.26" 36" WIDTH PROV . AA DINING AREA 2 DIENNIE 1111 IN II II III III III III MI EXIT 7q OCC X.15 ? "5.26" 36" 1411711-1 PROV. AN NA wv TOILET FIXTURES COMPUTATION: TABLE -1 REQUIRED TOILET FIXTURES PER TABLE 2902.1 2006 IBC & WA STATE AMENDMENTS MERCANTILE SUITE # DESCRIPTION S.F. EST. S.F. BREAKDOWN OCC. LOAD FACTOR NO OF OCCUPANTS TOTAL NO OF OCC. 360 RETAIL - GROUP M 896 - 200 4.48 4.48 358 PRETZEL MAKER - GROUP M 405 - 200 2.03 2.03 356 SWEET FACTORY - GROUP M 675 - 200 3.38 3.38 388 FRED MEYERS JEWELERS GROUP M 1,530 - 200 7.65 7.65 384 KING COUNTY LIBRARY 3,195 - 100 31.95 31.95 376 BOSS WEAR - GROUP M 3,675 - 200 18.38 18.38 9,395 5 WC SEE FOOTNOTE C TABLE 2902.1 2 URINAL TOTAL A2: 179.80 PROVIDED LAVATORY MALL AREA 5,229.872 200 26.15 26.15 REQ. MALE 15,606 TOTAL 94.00 90 90 TOILETS 3:76 -125 3 3 MALE FEMALE REQ. 47 ' 47 TOILETS 1:1 -50 1 1 1,904 200 9.52 9.52 368 362 CHOWKING /TOKYO TOKYO - GROUP B (KITCHEN 5,141 2,097 200 10.49 10.49 364 TABLE -2 REQUIRED TOILET FIXTURES PER TABLE 2902.1 2006 IBC & WA STATE AMENDMENTS ASSEMBLY MALE 2 WATER CLOSETS SUITE # DESCRIPTION S.F. EST. S.F. BREAKDOWN OCC. LOAD FACTOR NO. OF OCCUPANTS TOTAL NO. OF OCC. 372 JOLLIBEE /RED RIBBON - GRP A2 DINING AREA 4,254 2,350 FEMALE 30 78.33 78.33 1 WC 368 RESTAURANT (SEE TABLE 2) 3 WC 3 WC KITCHEN AREA (SEE TABLE 2.1) 1 WC 1 WC 362 CHOWKING /TOKYO TOKYO - DINING AREA 5,141 3,044 30 101.47 101.47 3 LAV 364 1 LAV = 2 WATER CLOSET PROVIDED (TABLE 4 & 5) 9,395 5 WC SEE FOOTNOTE C TABLE 2902.1 2 URINAL TOTAL A2: 179.80 PROVIDED LAVATORY 3 WC 4 WC REQ. MALE FEMALE 90 90 TOILETS 3:76 -125 3 3 TABLE -2.1 372 JOLLIBEE /RED RIBBON GROUP B (KITCHEN) 4,254 1,904 200 9.52 9.52 368 362 CHOWKING /TOKYO TOKYO - GROUP B (KITCHEN 5,141 2,097 200 10.49 10.49 364 TOTAL B: 20.01 MALE FEMALE REQ. 11 11 TOILETS 1:1 -15 1 1 TABLE -3 TOTAL NUMBER OF FIXTURES COMBINED MALE 2 WATER CLOSETS 2 URINAL 2 LAVATORY FEMALE 3 WATER CLOSETS TOTAL REQUIRED FIXTURE 3 LAVATORY MALE FEMALE MERCANTILE (SEE TABLE 1) 1 WC 1 WC RESTAURANT (SEE TABLE 2) 3 WC 3 WC KITCHEN AREA (SEE TABLE 2.1) 1 WC 1 WC TOTAL 5 WC 5 WC LAVATORY : 3 LAV 3 LAV 1 LAV = 2 WATER CLOSET PROVIDED (TABLE 4 & 5) 3 WC 5 WC SEE FOOTNOTE C TABLE 2902.1 2 URINAL PROVIDED LAVATORY 3 WC 4 WC TABLE -4 EXISTING COMMON RESTROOM MALE 2 WATER CLOSETS 2 URINAL 2 LAVATORY FEMALE 3 WATER CLOSETS 3 LAVATORY TABLE -5 PROPOSED RESTROOM MALE 1 WATER CLOSET 1 LAVATORY FEMALE 2 WATER CLOSET 1 LAVATORY bto OMO MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot - candle at the walking level IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit dischar a elements... 5. Exterioii3Q Q *o3 exit discharge doorways... POSTING OF OCCUPANT LOAD. Every room or .space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent REVI l�r APPS MAY 172010 CITY OF T KWLA MAY ,072010 PERMIT CENTER Clty&Tukwla EXITING PLAN BUILDING DIVISION SCALE: 1 /4 " =1' -0" 8897 REGISTERED ARC -CT ✓ CORTLAND MORGAN STATE OF WASHINGTON REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- A- :xi TiNa SHEET NUMBER == DINING AREA CEILING +12' -0" A.F.F. DROP CEILING +11' -0" A.F.F. SERVICE AREA B.O. SOFFIT +9' -6" A.F.F. THIS PART SKEWED \ / \ / \ / \ / \\\ /// TO KITCHEN ;A\REA BEYOND \ / / / / / (P -1) PT-5 / (MT-2) / / /. TO SERVIa:-AR A BEYOND � � /� i (s -1) EXISTING COLUMN WITH FURRING 1 3' -0" (SK ED) / / / TO SERVIC R / BEYOND COLORED GLASS, TYP. (MELTED BUTTER) SIGNAGE BY SIGN CONTRACTOR 3' -0" WP -1 PL -1 O O O O PL -2) O O O O PL -1 O O O O (PL -2) i 0 THIS PART SKEWED i 3, -7" / / / / \ / DINING AR /BEYOND C C LATTICE, PAINTED P- SERVICE AREA CEILING +10' -0" A.F.F. B.O. SOFFIT +7' -0" A.F.F. FIN. FLR. 0' -0" LCD MENU BOARD FLUSHED WITH WALL FINISH, TYP. LCD MENU BOARD FLUSHED WITH WALL FINISH, TYP. (QT -2) (QT -2) (QT -2) (QT -2 (QT-2) INTERIOR ELEVATION SCALE: 1 /2 " =1' -0" RED RIBBON MATERIAL SCHEDULE TILE /FLOOR FINISH SCHEDULE JOLLIBEE PAINT SCHEDULE INTERIOR ELEVATION SCALE: 1 /2 " =1 '-0" NO. MANUFACTURER S.S. FABRICATOR S.S. FABRICATOR PRODUCT POLISHED STAINLESS STEEL SQUARE TUBING MFG# COLOR /STYLE FINISH REMARK NO. MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK NO. MANUFACTURER MFG # COLOR FINISH REMARK BRUSHED ALUMINUM (16 GA.) EUROWEST EUROWEST 12" X 12" 18 "X 18" DECORATIVE SURFACE DECORATIVE SURFACE OLIVE BROWN PERLA POLISHED POLISHED 1/4" DINING AREA FLOOR W/ BASE 1/4 DINING AREA FLOOR DUNN EDWARDS DUNN EDWARDS (PL -1) (PL -2) (FRP) (SB -1) LAMIN -ART PREMIUM WOOD PRINTS 7965 -G GOLDEN AMARENA GLOSS FORMICA MARLITE LAMINATE FRP 5/8" GRANITE SLAB 845 -58 P -100 SPECTRUM RED WHITE BLACK GALAXY MATTE PEBBLE FINISH WITH PRINT IMAGE STICKER IMAGE GROUP B COUNTER TOP EUROWEST 12" X 12" DECORATIVE SURFACE PERLA POLISHED 1/4" TOILET FLOOR W/ BASE (P -3) DUNN EDWARDS DE6226 DE5228 DEA107 FOGGY DAY PUMPKIN PIE HOT JAll DAL TILE DAL TILE 6" X 6" 6" X 24" 6" X 6" FIELD TILE HARDWOOD QUARRY TILE 0137 0Q40 ALMOND (VERIFY) RED BLAZE CERAMIC 3/16" PLAIN 3/8 G4 TOILET WALLS LOUNGE AREA FLOOR KITCHEN, SERVICE (FLOOR) (P -4 ) (P -5) (P -6 ) DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DE5494 DE6126 DE5895 EVEN GROWTH STOCKHORSE DIVE IN REVIEWED CODE COMPLIANCE APPROVED 1/4" TEMPERED CLEAR GLASS FOR DISPLAY CASE (QT-2) DAL TILE 6" X 6" COVE QUARRY TILE Q -3565 RED BLAZE PLAIN 3/8 G4 KITCHEN, SERVICE (BASE) (P -7) DUNN EDWARDS DE5313 MELTED BUTTER MAY 17 2010 CROSSVILLE PORCELAIN A375 SAFFRON /CROSS - COLORS. 6 "X12 "X5/16" P -8 ) DUNN EDWARDS DE5288 SUMMER HUE (EP -1) AC-1 3 -FORM DUO 1/4" GAUGE ORANGE GLOW 4 X 8 PANEL (P -9) DUNN EDWARDS DEW380 WHITE (-1) 1" THICK CLEAR ACRYLIC WORDING CUTOUT P -10) DUNN EDWARDS DEA108 RED POWDER RED RIBBON PAINT SCHEDULE SURFACE SCHEDULE WALL PANEL / LAMINATE SCHEDULE Cityot Tukwila BUILDING DIVISION NO. MANUFACTURER (PT-1) (PT-2) (PT-3) MFG# COLOR FINISH REMARK NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH RALPH LAUREN SHERWIN WILLIAMS SHERWIN WILLIAMS (PT-4) RALPH LAUREN (PT-5) RALPH LAUREN WW27 SW 6660 SW 6415 WHITEWASH ARROWROOT / OFF WHITE EGGSHELL HONEY BLUSH / LIGHT YELLOW EGGSHELL SEMI GLOSS IN SERVICE AREA HEARTS OF PALM / LIGHT GREEN EGGSHELL CORIAN CORIAN COUNTERTOP EVEREST (WP -1) FORMICA WOOD LAMINATE 7739 COCOA MAPLE TBD TBD COLORED GLASS BLACK (WP -2) IB62 ISLAND BRIGHTS / BAJA ORANGE EGGSHELL SEMI GLOSS IN SERVICE AREA TBD COLORED GLASS COLORED GLASS MELTED BUTTER (WP -3) MARLITE NOT USED FRP. WHITE REMARK RECE D CITY OF TufWV1LA RED POWDER (DEA187C) (WP -4) NOT USED MAY ,0 7 ?nir IB59 ISLAND BRIGHTS/ RELAY RED EGGSHELL TBD WOOD VENEER STRIPS TBD PORTAL (WP -5) S/S FABRICATOR S/S PANEL (24 GA.) DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z 0 QJ W CO Q w 00 Ce 0 W O, 1— Z U I— Q N (Ni I) B$97 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - p- ® - ® - INTERIOR EL.EV 1" I OI 4 SHEET NUMBER i / / ; / \ \ \\\ / /. / / \ \ \ \\ ■ /% / /.. \\ \\ / / / / / \ \ \ \\ / /' \\\ / i / /` \\ / , %., " \ \� /�' ... . . .. \\ \. \\ /�'„ VERIFY , VERIFY/ VERIFY / ` VERIFY / r \ / \ / \ / / \ / KITCHE�I/AREA BEYOND / \ / / \ / \ I • L -- -- - - -- - ---1 1 \ / \ / \ / \ / \ / \ / \ / II °II— -- -- I —_ .SIMI - - ` � r 1- I I -1 111 I I I 1 I I I I I I I I I I I ~ PASS THRU (WP -5) TL -3 I„ 1 ,,. 1 I 11 1 I I � I i 1 � i I ©� \ / i ® ® ®_, I ®n ®� 1 ® \ / \ o \ KITCHEN /AREA B'Oa0 \ ® ®� 11 0 ❑ I _ i 1 1 i I FE I - - -- // \ (, 111111111111111111111 - 11 r -- - 1 I I - I I Iii -I �� -*=tea 01=1=1M1=311111111111111111111111 � 1i II 11 II \ ' 0 0 'NN a o 0 '� , �� . -7" \, ,, / \\ 11 11 I / \ \ \ !dl® 111® 1► I I 112111113=1------1 1I In 1 1 1 a (QT -2) (QT -2) (QT -2) (QT -2 (QT-2) INTERIOR ELEVATION SCALE: 1 /2 " =1' -0" RED RIBBON MATERIAL SCHEDULE TILE /FLOOR FINISH SCHEDULE JOLLIBEE PAINT SCHEDULE INTERIOR ELEVATION SCALE: 1 /2 " =1 '-0" NO. MANUFACTURER S.S. FABRICATOR S.S. FABRICATOR PRODUCT POLISHED STAINLESS STEEL SQUARE TUBING MFG# COLOR /STYLE FINISH REMARK NO. MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK NO. MANUFACTURER MFG # COLOR FINISH REMARK BRUSHED ALUMINUM (16 GA.) EUROWEST EUROWEST 12" X 12" 18 "X 18" DECORATIVE SURFACE DECORATIVE SURFACE OLIVE BROWN PERLA POLISHED POLISHED 1/4" DINING AREA FLOOR W/ BASE 1/4 DINING AREA FLOOR DUNN EDWARDS DUNN EDWARDS (PL -1) (PL -2) (FRP) (SB -1) LAMIN -ART PREMIUM WOOD PRINTS 7965 -G GOLDEN AMARENA GLOSS FORMICA MARLITE LAMINATE FRP 5/8" GRANITE SLAB 845 -58 P -100 SPECTRUM RED WHITE BLACK GALAXY MATTE PEBBLE FINISH WITH PRINT IMAGE STICKER IMAGE GROUP B COUNTER TOP EUROWEST 12" X 12" DECORATIVE SURFACE PERLA POLISHED 1/4" TOILET FLOOR W/ BASE (P -3) DUNN EDWARDS DE6226 DE5228 DEA107 FOGGY DAY PUMPKIN PIE HOT JAll DAL TILE DAL TILE 6" X 6" 6" X 24" 6" X 6" FIELD TILE HARDWOOD QUARRY TILE 0137 0Q40 ALMOND (VERIFY) RED BLAZE CERAMIC 3/16" PLAIN 3/8 G4 TOILET WALLS LOUNGE AREA FLOOR KITCHEN, SERVICE (FLOOR) (P -4 ) (P -5) (P -6 ) DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DE5494 DE6126 DE5895 EVEN GROWTH STOCKHORSE DIVE IN REVIEWED CODE COMPLIANCE APPROVED 1/4" TEMPERED CLEAR GLASS FOR DISPLAY CASE (QT-2) DAL TILE 6" X 6" COVE QUARRY TILE Q -3565 RED BLAZE PLAIN 3/8 G4 KITCHEN, SERVICE (BASE) (P -7) DUNN EDWARDS DE5313 MELTED BUTTER MAY 17 2010 CROSSVILLE PORCELAIN A375 SAFFRON /CROSS - COLORS. 6 "X12 "X5/16" P -8 ) DUNN EDWARDS DE5288 SUMMER HUE (EP -1) AC-1 3 -FORM DUO 1/4" GAUGE ORANGE GLOW 4 X 8 PANEL (P -9) DUNN EDWARDS DEW380 WHITE (-1) 1" THICK CLEAR ACRYLIC WORDING CUTOUT P -10) DUNN EDWARDS DEA108 RED POWDER RED RIBBON PAINT SCHEDULE SURFACE SCHEDULE WALL PANEL / LAMINATE SCHEDULE Cityot Tukwila BUILDING DIVISION NO. MANUFACTURER (PT-1) (PT-2) (PT-3) MFG# COLOR FINISH REMARK NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH RALPH LAUREN SHERWIN WILLIAMS SHERWIN WILLIAMS (PT-4) RALPH LAUREN (PT-5) RALPH LAUREN WW27 SW 6660 SW 6415 WHITEWASH ARROWROOT / OFF WHITE EGGSHELL HONEY BLUSH / LIGHT YELLOW EGGSHELL SEMI GLOSS IN SERVICE AREA HEARTS OF PALM / LIGHT GREEN EGGSHELL CORIAN CORIAN COUNTERTOP EVEREST (WP -1) FORMICA WOOD LAMINATE 7739 COCOA MAPLE TBD TBD COLORED GLASS BLACK (WP -2) IB62 ISLAND BRIGHTS / BAJA ORANGE EGGSHELL SEMI GLOSS IN SERVICE AREA TBD COLORED GLASS COLORED GLASS MELTED BUTTER (WP -3) MARLITE NOT USED FRP. WHITE REMARK RECE D CITY OF TufWV1LA RED POWDER (DEA187C) (WP -4) NOT USED MAY ,0 7 ?nir IB59 ISLAND BRIGHTS/ RELAY RED EGGSHELL TBD WOOD VENEER STRIPS TBD PORTAL (WP -5) S/S FABRICATOR S/S PANEL (24 GA.) DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z 0 QJ W CO Q w 00 Ce 0 W O, 1— Z U I— Q N (Ni I) B$97 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - p- ® - ® - INTERIOR EL.EV 1" I OI 4 SHEET NUMBER DINING AREA CEILING +11' -6" A.F.F. B.O. SOFFIT +10' =0" A.F.F. FIN. FLR. 0' -0" A.F.F. B.O. SOFFIT +10' -6" A.F.F. CP -4 ) (P -2 '( 8) LATTICE, PAINTED (P -5) / 1 / +1. INTERIOR ELEVATION / DROPPED CLG. +10' -6" A.F.F. LATTICE, PAINTED (P-5) / / / / / DROPPED CLG. +14' -0" A.F.F. B.O. SOFFIT +11' -6" A.F.F. / / WALL VINTh MURA 43Y OWNER (ADJUST SIZE TO BLOC 1T WALL AS REQUIRED) PUT FLAT,PAINT UNDER MURAL / / / / / / / LATTICE, PAINTED P- // P -5 LIMIN111■111•PIIMONNIIIIMMI■11 P -8 ) r A WALL'S, MURAL/BY OWNER (ADJUST SI TO\B.LOCKOUT WALL AS REQOKED) PUT FLAT PAINT UDDER MURAL / \ / \ / \ / / / A WALL MURAL/BY OWNER (ADJUST S TO\B.LOCKOUT WALL AS REQOl ED) PUT FLAT PAINT UDDER MURAL / \ / B.O. PORTAL.. +12' -0, A.F.F. b000 SCALE: 1 /2 " =1' —O" REVIEWED FOR CODE COMPLIANCE APPROVED Iia>< 17 2010 Cityo Tukwila BUILDING DIVISION RECE.VEC CITY OF TUKWILA MAY .072010 PERMIT CENTER INTERIOR ELEVATION SCALE: 1 /2" =1 '—O" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635- 5696 FAX: (817) 635 -5699 0 -J _J Q 00 :co pp w� Z LLJ U I-- Q � J O (1) T CORTLAND MORGAN STATE OF WASHINGTON REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 NTMR 1 Oil ELEV T I ONs SHEET NUMBER 4=-2.1 DINING AREA CEILING +11' -6" A.F.F. TOP OF STOREFRONT +9' -2" A.F.F. FIN. FLR. 0' -0" (P -4 ) NEW,STOREFRO SYSTEM '/// / //\ ,,/ NEW STOREFRONT SYSTEM' 4' -0" EQ. 4' -0" EQ. 4' -0" EQ. 4' -0" DINING AREA CEILING +11' -6" A.F.F. FIN. FLR. 0' -0" (P -1o) i %f / / (P -10) 1 (P -10) (p- o) B.O. SOFFIT +10' -0" A.F.F. P -8) T1) INTERIOR ELEVATION SCALE: 1 /2 " =1' -0 DINING AREA CEILING • +12' -0" A.F.F. DROPPED CLG. +11' -0" A.F.F. FIN. FLR. 0' -0" /'.:::////;//1 pA E DISPLAY / BACK PAINTED GLASS OR BRAKE METAL CONTINUOUS COVE LIGHT, SLIMLINE BY FEELUX OR APPROVED EQUAL MO MI UJ E` -1 OM MO MI Mt MI (MT 2) LOW PROFILE/ RECESSED PULL, TIP. (M T-2) NN MA OM PL- 1 -8 INTERIOR ELEVATION SCALE: 1 /2"_ 1 ' -0" DROPPED CLG. +10' -6" A.F.F.. FIN. FLR. 0' -0" /// P -4 INTERIOR ELEVATION SCALE: 1 /2 " =1 ' -0" (P-8) P -4 WASTE BINS / WP -1 ) (P -8 ) toOLIo RLI, ::NNE APPROVED MAY 17 2010 City of Tukwila BUILDING DIVISION INTERIOR ELEVATION SCALE: 1 2 " =1' -0" T -1 RECEIVED CITY OF TUKWIIA MAY ,07,2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J w 8697 vkh) 00 00 W 00 w Z Q W 0 >• 0 N h. ~ REGISTERED ARCHITECT CORTLAND MORGAN STATE OF V ASHINGTON vISH ST REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 INTSR I O E EV 1IOt4 SHEET NUMBER = .2 B.O. PORTAL +12' -0" A.F.F. B.O. SIGNAGE AC PAINTED GLASS OR BRAKE METAL FIN. FLR. 0' -0" JIGN CONTRACTOR Bakeshop l BRUSHED STAI ESS / \ / \ / TO RED I BON STO AND / \ / \ \ \ \A 3 TYP. GLASS RAIL i i 00[1,1e Tt' STAR LUBEE BEYOND i B.O. PRE -CAST CONC. 35-0" EXISTING BRICK FINISH SIGNAGE, UNDER SEPARATE PERMIT BY SIGN CONTRACTOR NOTE: " TRESPA" OR PAINTED METAL TO MATCH TRESPA PAINTS, PROJECTED FROM WOOD SIDINGS ±1/2 ", TYP. B.O. E PRE -CAST CONC E FINISH NOTES: 1 2 FRONT ELEVATION SCALE: 1 /2 " =1 ' -0" " TRESPA" METEON UNI COLORS, PEARL YELLOW (A 04.0.1) " TRESPA" METEON UNI COLORS, PALE YELLOW (A 04.0.2) 03 0) IPE WOOD SIDINGS OR PLANKS, TYP. ..................... NEW STOREFRONT SYSTEM JOLLIBEE DECAL ............... ............................... " TRESPA" SYSTEMS. VERIFY CHAMPAIGNE (A 05.1.2) 3' -0" //:// /r f.� /i EXISTING E IT DOOR TO B.O. (E) SOFFIT +10' -0" A.FF. (V.I.F.) 1.1 IPE WOOD SIDINGS OR PLANKS, TYP. EXISTING BRICK FINISH N. RED RIBBON DECAL .r1 n" N \ \ \ / REVIVED FOR ! ODE COM E APPROVED MAY 17 2010 City of Tukwila BUILDING DIVISION cnv of ERviLA MAY .0 7 2010 PERMIT CENTER EXTERIOR ELEVATION SCALE: 3/8 " =1' -O" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 < .1 W CO co Q DD ��. W (1:5) 1: W M co 0 Z W aOS W� W O Z N = w h. F- U (f) %*%.*:41) 0 I-- 44( W O 0 Qo N� w 1 tnw _ c� J o� M W CORTLAND MORGAN STATE OF WASiINGTON � Y � REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 iNIT: •IOR E EV T1OT's1 SHEET NUMBER 4=2.3 3X3 TUBE STEEL AS REQUIRED, SEE STRUCTURAL SEE DETAIL 11/— FOR REAR HOOD MOUNTING 3 -5/8" x 20 GA. METAL STUD BRACE AT 48' O.C. ALT. DIRECTION. PROVIDE STRONG BACK WHERE LENGTH EXCEEDS 10' -0" 90. I, 90' STRUT SEE DRAWING BELOW 2 #8 SHT. MTL SCREWS 0 0 i 0 NOTE: 1. WORK W/ ESR -1308 AND CORRESPONDING ARMSTRONG. INSTALLATION INSTRUCTIONS \ MIN. 2 — #8 METAL SCREWS \ 3 -5/8" MTL STUD 20 GA. © 16" O.C. (WH. OCCURS) 3 -5/8" 20 GA. DIAGONAL BRACING SPACED © 48" O.C. STAGGERED SEE DETAIL " " #8 SHT. MTL. SCREW AT EA. STUD. PROVIDE EDGE METAL AT TOP EDGE OF GYP. BD. MTL. TOP TRACK (E) PURLINS WELD 0 R -13 INSUL. WHERE WALL OCCURS BTWN. COND. AND UNCOND. SPACE GYP. BD. WHERE OCCURS MTL. STUD PROVIDE MACHINE BOLT NUT & WASHER 3/8 "0 THREADED ROD HANGERS, TYP. BY HOOD SUPPLIER WELD 3/8" MIN. CLEAR CROSS RUNNER OR MAIN RUNNER NOTE: WALLS AND BRACES SHALL NOT ATTACH TO SUSP. CEIL. RAILS WALL ATTACHMENT SCALE: NOT TO SCALE HOOD SUPPORT @ PURLINS SCALE: N.T.S. N (E) JOIST #10 METAL SCREWS 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BOTH SIDE WALL (SEE WALL / SCHEDULE) CEILING WHERE OCCURS 3/8 "X3" LAG SCREW TO STUD L 4X4 X 1/4 X 6" ® 48" O.C. EXHAUST HOOD 3 5/8" X 20 GA. DIAGONAL BRACING @ 24" O.C. TYP. 3 5/8" X 20 GA. METAL STUDS FRAME © 24" O.C. 2 #10 METAL SCREWS, TYP. 5/8" TYPE 'X' GYP BD B.O. SOFFIT SEE CLG. PLAN VARIES (SEE CEILING PLAN) v // /A TACK WELD 3" MIN. AIR SPACE Plan Elevation SUSPENDED CEILING NOTES: (ALL HANGERS TO BE #8 GALV. WIRE © 2' -0" 0.C. IF CEILING SYSTEMS ARE NOTE CONNECTED TO PARTITIONS) A. PROVIDE LATERAL SUPPORT WITH NO.12 GA. WIRES SPLAYED IN 4 DIRECTIONS, 90' APART. CONNECT AT MAIN RUNNER WITH 2' -0" OF CROSSRUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO BE 12' -0" O.C. WITH FIRST POINT 4' -0" FROM EACH WALL ALLOWANCE TO BE PROVIDE FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND CROSS RUNNERS MAYBE ATTACHED TO ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS. LIGHTING FIXTURES, FURNISH AND INSTALL COMPLETE WITH LAMPS BALLASTS AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FLOURESCENT FIXTURES MOUNTED IN "T—BAR" CEILINGS TO BE INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY. INSTALLATIONS IN FIRE —RATED AREAS TO BEDONE ACCORDING TO CODE CONTRACTOR TO PROVIDE COMPRESSION UNIT STRUT © 12" O.C. GYP. BD. CEILING WH. OCCURS PROVIDE MTL STOP & CONT SEALANT © GYP. BD. CEILING 5/8" TYPE "X" GYP. BD. EA SIDE "HILTI" POWDER DRIVEN PINS ® 24" O.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 LARR # 2582 DN 32 "CEMCO" METAL STUDS ICBO # 3403P 0 m 0 SUSPENDED ACOUSTICAL CEILING WH. OCCURS MTL STUD FRAMING, EXTEND 6" ABOVE CEILING HEIGHT 3 5/8" X 25 GA. METAL STUDS CO 16" 0.C. (U.N.O.) BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED SEE CEILING PLAN • . . • . . • • TYPICAL NON- BEARING PARTITION SECTION SCALE: NOT TO SCALE PROVIDE FILLER ® ALL ABUTMENTS TAPE & TEXTURE AS REQUIRED. ALL CORNERS SHALL HAVE CORNER BEADS DINING AREA SOFFIT - SECTION SCALE: NOT TO SCALE HOOD SUPPORT @ WALL SCALE: N.T.S. SUSPENDED CEILING DIAGRAMS SCALE: N.T.S. METAL STUD WALL FRAMING, PER WALL SCHEDULE HEAD /JAMB ANCHOR DOOR — SEE SCHEDULE 5/8" TYPE 'X' GYP. BD. EA. SIDE EXTEND GYP. BD. INTO FRAME 5/8" MIN. STANDARD RABBET HOLLOW METAL FRAME INDIRECT WASTE PIPING WITH AIR GAP PER HEALTH DEPT. FILL GAP BETWEEN TILE AND FLOOR SINK W/ GROUT CURB OR MILLWORK, WHERE OCCURS VERIFY W/ HEALTH DEPT. INSPECTOR IF ALL FLOOR SINKS MUST BE FLUSH W/ THE FLOOR AS SHOWN OR TO BE SET ABOVE FINISH FLOOR SET FLOOR SINK TO ALLOW FOR FINISH PER FINISH PLAN . •: FLOOR SINK WITH BEE HIVE STRAINER PER PLUMBING DRAWINGS HOLLOW METAL DOOR FRAME HEAD (JAMB SIM.) SCALE: 3 " =1' -0" FLOOR SINK SCALE: 1"=1'-0" KITCHEN WALL FINISH (SEE SCHEDULES) SILICONE JOINT SEALANT "HILTI" POWER DRIVEN PINS © 24" O.C. MAX. TYP. U.N.O. FINISH (SEE ELEVATIONS) NOTE: 1/2" IN 24" TYP. 3 5/8" X 20 GA. METAL STUDS 24" O.C. CUSTOMER AREA CEILING SEE CLG. PLAN 5/8" TYPE 'X' GYP BD., TYPICAL B.O. SOFFIT +9' -6" A.F.F. PROVIDE FILLER ® ALL ABUTMENTS TAPE & TEXTURE AS REQUIRED. ALL CORNERS SHALL HAVE CORNER BEADS " (E) JOIST 2 #10 METAL SCREWS (TYPICAL) DIAGONAL BRACE AS REQUIRED 6" MTL STUD SERVICE AREA SOFFIT SECTION SCALE: NOT TO SCALE ARMSTRONG MAIN BEAM �� MIN. 3/4" UN— ATTACHED WALLS 'MIN. 2" ARMSTRONG CROSS TEE // 'MIN. 2" MIN. 3/4" UN— ATTACHED WALLS Category D, E & F Details ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE ARMSTRONG ANGLE MOLDING NOTE: WORK W/ DETAIL 5B IBC CATEGORY "D" "E" "F" STANDARD SUSPENDED CEILING DETAIL SCALE: N.T.S. NAIL PER STRUCTURAL TO AVOID SPLITTING, TYP. 3--#8 S.M.S BRACE PER DETAILS (E) 2 X WD. SQUASH BLOCKS, TYP. (TYPICAL TO REMAIN, 2 X WD. BLOCKING 0 STRUCT. PERPENDICULAR TO BRACE 3X3X16 GA. CLIP W/ 3 —LAG SCREWS TO STRUCT. (E) 2 X WD. SQUASH BLOCKS, TYP. (E) TJI TO REMAIN, TYPICAL 3 — #8 S.M.S BRACE PER DETAILS • • + + O STRUCT. PARALLEL TO BRACE 2 X WD. B REVIEWED FOF CODE COMPLIAN APPROVED MAY 17 2J10 SOCKING, TYP. City of Tukwila BUILDING DIVISII BRACE CONNECTION SCALE: NOT TO SCALE 1/4" 6" PLATE W/ (2) #6 S.M. SCREWS EA. SIDE TS 3" X 2" X 3/16" ® 1' -0" FROM END OF WALL 3 5/8" X 25 GA. METAL STUDS CO 24" O.C. #8 SMS EACH STUD EACH SIDE TOP OF SLAB BASE PLATE 3/8" X 3" X 9" W/ (2) HILTI "KBTZ" EXPANSION BOLTS (3 1/2" EMBED) ESR 1917 1 1 I.: it SECTION N 1' ®PLAN CORNER BEAD, TYP. CONT. 3 5/8" X 25 GA. TOP & BOTTOM TRACK 5/8" TYPE 'X' GYP BD. EACH SIDE RECEN o CITY OF TIJKWLA MAY 07 2010 PERMIT CENTER NOTE: ALL METAL STUD PARTITIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ■ A TYPICAL LOW WALL PARTITION toof Ut0•011 SCALE:3 " =1' -0" N DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 Q _I M MM Q 00 W W a w 14) ce co W U W � Z O N W 1,1%71 Lj J W U Q ®v) M V) W N N �.-. 1 N 0 Lisel CORTLAND MORGAN STATE OF WASHINGTON REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- A -. ®- A - A - SHEET NUMBER 3 RECESS MENUBOARD RECESS MENUBOARD NOTE BACK PAINTED r, 1 1 1/2" CORIAN COUNTERTOP ON WALL TYP. ON WALL TYP. 7P-0" 2 7P-7" J' 5P-3" -5 SEE ELEVATION B -2 2P-11" COORDINATE SIZE OF SCREENS WITH JOLLIBEE 5P-3" ,, 2P-8" LCD GLASS OR BRAKE METAL SEE PLAN CASH REGISTER WHERE OCCURS I I Lr,1SEE PLAN ON 3/4" THK. PLYWOOD POS SHROUD I I (SKEWED PART) „_„ „ „_ �_` __ © I_ o ®III III_:: +9' -0” A.F.F. STOREFRONT =.._ - -Ul ' iil d '-4- ;,, - .-------- - __ -_ = = _=--== _ STAINLESS STEEL COUNTER, seas ,-.L.;=--L, seas sm+uearum seas no seas me PLASTIC LAMINATE (PL -2) ill- MI m seas uauenum =�- ,i „ 4 1 t seise seas seas smaieoum u� MENUBOARD scrrueaxo uQasea►Rp sueonsm uo+sreoum ►nzaisawp 3/8” COLORED GLASS ON 1 X / — t I F r 1 I I I- _ - - � BY S/S FABRICATOR \ r- =�i� -- - __� - �r I^ � \ � \ .. — ..i.l or / la , laf ' 1Ta I -rh-7 I -/ rl{ F _. I >' , /il ii IL. _. .I ,`�'� t� I `` \ _ \ _ ro / / /_- – —_ ILiE'1E' �`.. ,�� _ i ►� DISPLAY CABLE SYSTEM FOR ADJUSTABLE DISPLAY 2° MDF /. 1/2" THK. CORIAN SEE. _ – �: - . y u - p COUNTER TO BE 34 " MAX. HIGH AND 36 36" MIN. LONG ELEVATIONS !r '� �I I 1 = ` -- �'.r f i -([ �' ._...__ I �f I `_`_ 1 l 1 /i)? _.,_...1_i T 1 I 11,} I = 11 i i `� _1 i; A ` '�i -i �1 I I i__1_��ki (i Fri - I 1 1 \ [ I I �� _ _. i 1 ! � I�i ?` — TIT v�___. — T1 f,_1.- _1.___ t -11 s 3/8" THICK CLEAR TEMPERED GLASS SLIDING DOOR c °' BASE AS SCHEDULED a �-, //' VOID ACE BASE & FLOOR FINISH AS SCHEDULED ELEVATION B ELEVATION A - - 3/8" GLASS PANEL WITH LIP FOR DUMMY CAKE DISPLAY, TYP. MENU BOARD UTILITIES 9 FRONT COUNTER @ SEE ELEVATIONS MID - SECTION = SCALE: 1/4 » 1 -0 SCALE: 11 =1' -0" SEE PLAN 1/2" 1' -4" VERIFY AT PLAN CORIAN COUNTERTOP ON 3/4" THK. PLYWOOD ADJUSTABLE ` CAULK AND SEAL WEATHERSEAL a co \ • \ STOREFRONT SHELVES 0 H © _� ALUMINUM DOOR PROVIDE 0 RECESSED PULL ON CABINET DOOR PANELS 1/4" CLEAR TEMPERED GLAZING 1 / T - '�— M r I I t L r 1 L - STAINLESS PRINTER _ L._4 _I i- \ PLASTIC "� _ Sc FAX/ PHONE MONITOR PLATIC LAMINATED WOOD LAMINATE ON » 1 /2 MDF, SEE ELEVATIONS _ - STEEL COUNTER ' BY S/S FABRICATOR O I i (I , -6" S ' ' ' LAMINATE \ BASE CABINET TOP, FACE AND EDGE) ( ) �} •- N / • = -_ _ =_- — = = -- -_;� - - - - F� f (E) MALL HALLWAY ,1 I (PL -2) ° N COUNTER TO BE 34" MAX. HIGH AND 36" MIN. LONG 2X WOOD FRAME 1 1, DINING AREA r- - - 1 I 1 _� r7 , KEYBOARD --- o 1 N 1 BASE & FLOOR FINISH AS SCHEDULED s � _ sa! E � _ CPU PLASTIC LAMINATE �PL -2� BASE AS SCHEDULED � �, � '� �3/®16(� / — ��_ ,, =— -- - -_. _ _— _— :— — -_ -_ — _. -- _ — — — 1 = :� I �. ALUMINUM FRAME �� ■�� -- � „III co SECTION ELEVATION FIN. FLR. LINE ,... _ ... ALUMINUM DOOR FRAME (JAMB) - PLAN 14 MANAGER STATION 10 CAKE DISPLAY - SECTION (RED RIBBON) 6 FRONT COUNTER @ END - SECTION SCALE: 3 " =1' -0" SCALE: 3/8 " =1' -0" SCALE: N.T.S. SCALE 1"=1'-0" "X1" SEE PLAN STAINLESS STEEL 1 16 GAUGE THICK „ SQUARE METAL TUBING S.S. � " 1 -4 O FINISH NT -10 „ 3 -FORM 1/4 THICK ECO EXTERIOR 5/8" GYP. BD. ON • • :.. 1/4" CLEAR TEMPERED / ' � '.�; ., r GLAZING 6" EXISTING 6 MTL. STUDS COUNTERTOP ON :'� I :.,. 7/8" CEMENT PLASTER ON EXISTING FACE BRICK TO BE REMOVED EXTERIOR i , LINE OF WALL i SEE PLAN FOR ' / „ 3/4 THK. PLYWOOD CAULK DER AS ALUM. ::M: -10" (VERI f:::i) _ !� 8" 16 ON CENTERLEP -1) —� 1 .: • - - - - - - - - - - "X1" - - - - - -------- = -.._. .. -- INTERIOR - WALL TYPE iii r 1 LI CD • \ \ I _ -� ON PLAN) 1 16 GAUGE THICK SQUARE METAL TUBING S.S. 5/8" GYP. BD., — - - _ o N STAINLESS STEEL COUNTER, BY S/S FABRICATOR COUNTER TO r BASE & FLOOR FINISH AS SCHEDULED rrl x i' FINISH ® 2 1 /2" DIA. X 3/8" THICK SEE ELEVATIONS FOR FINISH ,;: ..,: I ALUM. STOP ALUM. DOOR AND B.O. B 0 HEADER 3 I I • �� -- .�i _L_ — GLAZING STOPS e +9' -0" A.F.F. DISK, BRUSHED S.S. FINISH TO COVER JOINTS 5/8" METAL STUDS BASE AS SCHEDULED L ail y 1 /2" CLEAR TEMPERED TOP OF METAL OR FABRIC BRIC AWNING STAINLESS STEEL COUNTER BY STAINLESS STEEL ...- - - - :- 1 CORIAN COUNTER TOP (sB-2) r Ill III III III III III III Ij INTERIOR SHIM r n �� // �' - �OIEi, / / - METAL FLASHING ®HEAD ONLY ALUMINUM HEAD (JAMB SIM.) FABRICATOR - C L I; i PLASTIC LAMINATE (PL-2) _ / _ _ _t-r :. `► . - 1... . f PROVIDE BACKER ROD AND SEALANT ALUMINUM DOOR FRAME HEAD - SECTION ALUMINUM HEAD (JAMB SIM. - SECTION ( ) �' BACK COUNTER PASS -THRU (SECTION) @ ( ) PROVIDE Low PROFILE/ RECESSED PULL ON CABINET DOOR PANELS STAINLESS STEEL ® 3 » =1' -0" »_ ,_ SCALE. 3 1 0 SCALE 1"=1P -0" I 1 �: -- FIN. FLR. LINE CASH REGISTER -ER TOP AO SECTION "X1" ALUMINUM SILL » 1/2 CLEAR TEMPERED GLAZING WHERE OCCURS 3/4" THICK PLYWD. -- 1/4" CLEAR TEMPERED GLAZING :+.r. SHIM SPACE 1 16 GAUGE THICK SQUARE METAL TUBING S.S. FINISH STAINLESS STEEL KICKPLATE z EXIEBl4B o ® VIVID STAINLES ALUMINUM DOOR FLOOR FINISH • IN l 3 ECOMPL1P 1:;: Neal ,� » 1/4"X1/4" 32 GAUGE STAINLESS STEEL _ STAINLESS STEEL FABRICATOR IIII I; IA I,. : 1111 I�''I I�• III,I , I0 lI�''I I�. ski ''�I�� III ;, PLASTIC M. MAY 17 2010 VINYL SWEEP INTERIOR PROVIDE BACKER ROD AND SEALANT _ lJ {�,- -is�r- (PL-3) 1 I _ � - -I I 1 - -�� :,x.= '= '='='I ''= '='='= r ALUMINUM RAMP THRESHOLD x-1 1 L CHANNEL WELDED TO SQUARE TUBING i i .a • • I' • I d ° a v DECOR N TS AND BO �' U'f i. I DI V1! h 1:12 MINIMUM SLOPE) ( ) _ FINISHED FLOOR \ . a a . d :a 1/4" 3 . FORM 1/4 THICK ECO STAINLESS STEEL r� PANEL, ORANGE GLOW GO (EP -0 6" HIGH QUARRY TILE - < 1 ,- ;, '/ 1 I Y01EE ; �-- �: .-- '- -i..�� B ENLARGED VIEW O -- FIN. FLR. LINE TL -2 - _ -- �, 1 RECEDIED ALUMINUM DOOR SILL - SECTION 1 ALUMINUM SILL - SECTION BREAD DISPLAY - SECTION (RED RIBBON) CITY OF TU MAY:,o 7 2010 1., AAIT rchrraeio SCALE: 3 " =1' -0° SCALE: 3 " =1' -0" SCALE: N.T.S. NQE a 10 f DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699. 13897 REGISTERED \„„\CORTLAND MORCAN STATE OF WASHINGTON REVISIONS /1\ HEALTH DEPT. CORRECTIONS 02/13/10 A- DETA I L6 SHEET NUMBER 4-=-31 1/2" THK. TEMP GLASS BUTT JOINT AT CORNERS SEALANT 6" BRUSHED S/S SHOE FIN. FLOOR 4" MTL. STUD FRAMING 3/4" THK. MDF BOARD 6X8 TS BEAM WOOD VENEER STRIPS FINISH, SEE ELEVATIONS 0 (E) MTL. STUD FRAMING SEE OILING PLAN CD w w N D1 L12 1 "X1" PLYWOOD GUIDE 1 "X1" PLYWOOD GUIDE RESEARCH REPORT : RR25219 INSTALLATION STEPS FOR WALK —IN COOLER AND /OR FREEZER STEP 1. STEP 2. STEP 3. STEP 4. STEP 5. STEP 6. STEP 7. Caution: Always start with floor panels (FL1, FL2.. if applicable). Clear sealant (provided must be applied to each panel before CAM — LOCKING them together) In order to setup wall panels, nail floor plywood guide 1" x 1" (provided) on floor panel or on floor for walk —in cooler, apply sealant again to all joints. Wall panel set —up must begin with corner panel B7 into floor plywood guide,m then R6,R5, etc. Before set up door panel D1, use concrete gun w/ 1" flat headed pin to shoot GALV. angle floor side. Use sheet metal screw or nail to fasten vertical part of angle to door jam (pre — drilled holes are recomended. (see figure 2) Put —up ceiling panels C1, C2, C3, C4, etc., after CAM— LOCKING them together. Then use a 1/4" x 6" drill bit to drill holes along perimeter of entire ceiling. Fasten lag bolts (provided) to tighten ceiling panel to each wall panel (at least one lag bolt to each wall panel. two lag bolts are recomended on door panel). (See Figure 3) Use sheet metal screw to fasten metal cove base to wall pane, inside and out. (See Figure 3) Use silver sealant (provided) to fill gaps and joint of entire walk -in cooler and /or freezer, inside and out use thumb plug (provided) to cap all holes. 1. All works has to be done by professional contractors. 2. Never stand on top of ceiling panel before they are cam - locked together. 3. When hanging the coil, it is a good practice to use angle or channel backing tied by 10 guage wire to roof structure similar to "T" bar ceiling installation. GLASS RAIL SECTION SCALE: 1 1/2"= 1' -0" PORTAL - SECTION SCALE: 3/4 " =1' -0" COOLER SCALE: NOT TO SCALE REMOVE EXISTING FINISH IF NECESSARY (E) GYP. BD. SHEATHING ON 6" STUDS (E) 5/8" GYP. BD. ON 6" MTL. STUDS NEW 6X6 TS HEADER TOP OF STOREFRONT +9' -2" A.F.F. B.O. MULLION +7' -0" A.F.F. 1/2" CLEAR TEMPERED GLAZING (E) CONCRETE FOUNDATION FIN. FLR. 0' -0" ioiiiiiMe♦ii iWeye 1 P At 1 I1 I L • O e "TRESPA" SYSTEMS, SEE ELEVATIONS IPE WOOD SIDINGS OR PLANKS • A. (E) CONC. SLAB GWB EDGE MOULDING, TYP. CONTINUOUS BACKER ROD AND SEALANT MTL. STUD FRAMIN BRACED AND ATTACHED TO STRUCTURE ABOVE, AS REQUIRED MTL. CLOSURE STRIP BY WALK -IN REFRIG. /FREEZER MFR. td- T.0 WALK -IN _ '1 REFRIG. /FREEZER 2" NOMINAL WALL PANEL NOTE: PROVIDE WALK -IN " FREEZER MANUFACTURER FORM PLASTIC INSULATION COMPLIANCE LABEL PER SEC.2602 UBC 97 CEILING PANEL CAM -LOCK WALL PANEL TO FLOOR PANEL 3/8" x 6" LAG BOLT & WASHER ® 23" 0.C. CONT. TOP CAP W/ #8 x 5/8" TEK SCREWS ® 23" 0.C. WALL PANEL SELF - DRILLING SHEET METAL. SCREW TYPE "S" NO. 12 ® 12" 0.C. 1 1/4" E.B.M. SHOT PIN BY CONCRETE GUN HILTI, .145 DIA. (ICBO # 2388) © 24 0.C. 1 1/4" x 2" GALV. ANGLE, 16 GA. (TYP. U.N.0.) CONTINUOUS 3/8" RADIUS COVE BASE FLOOR PANEL WALK -IN COOLER AT CEILING SCALE: 3"=l' -0" TYPICAL WALK -IN FREEZER SECTION SCALE: N.T.S. NOTE: INSTALLER TO PROVIDE A WATER -TIGHT SEAL BETWEEN BOTTOM OF COOLER BOX WALL & QUARRY TILE FLOOR 16 GA- 1 1/4"x 2" GALV. © 12 0.C. ANGLE W/ 1/4" SCREW FLOOR AS SCHEDULED • 4 . 111111111111111 1■■■■■ ■11ri■ '11111111' 4 C COOLER WALL 3/8" RADIUS QUARRY TILE COVE BASE BY KITCHEN EQUIP. CONTRACTOR HILTI -SHOT PIN .145" DIA 1 1/4 EMB. @ 24" 0.C. COLD STORAGE ROOM EVAPORATOR COIL 1" CLEARANCE BETWEEN DRAIN LINE & C.S.R. WALL DRAINUNE (CLAMPED TO WALL) BY G.C. DRAINLINE PITCH 1/4" PER UN. FOOT FINISHED FLOOR GENERAL CONTR. TO PROVIDE WALL SLEEVES AT LOCATIONS INDICATED ON PLAN FLOOR SINK SEE PLUMBING PLAN FOR LOCATION WALK -IN COOLER BASE DETAIL SCALE: N.T.S. COOLER CONDENSATE DRAIN SCALE: NOT TO SCALE ■■■ ■ ■■■■■ ■■■■■■� ■ ■■■■■■■ ■ ■ ■ ■ ■■■■ ■■ ■ ■■■■■■■■■■ ■■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ imams •■■■■ ■1 I■■■■■ •1 I■■■ ■■■1 I■■ ■ ■! ■1 1!■■■■ ■1 I■■••■ ■1 I■■ •■■ ■1 I■■■■■ ■1 1■■■ •■■1 1■■■■ ■1 I■■ ■■ ■1 .11111111111111111 li ■■■ /% ■1 _Ik1,11/74 III REFRIG. /FREEZER WALL (SEE KITCHEN DWGS.) WOOD BLOCKING AS NEEDED SEALANT AND BACKER ROD STUD WALL FLOOR BEYOND 1/8" PER FT. SLOPE CONCRETE FLOOR SLAB (EXISTING TO REMAIN OR SAW -CUT AND FILL AS NECESSARY FOR SLOPE) WALL SECTION @ STOREFRONT SCALE: 3/4 " =1' -0" WALK-IN COOLER AT WALL SCALE: 3"=1' -0" • • • • i, • •. • :.• :. . ►' ► ► ► • • A• ■ SLOPE MAXIMUM 1/2" GRATE OPENING SET DRAIN TO ALLOW FOR 1/2" QUARRY. I A R VIEWED FOR _ ® - CODE COMPLIANCE A _ { PPROV ED MAY 172)10 DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 00 00 IX co W o z W V D ,0 ( , E i :;41141/1\ CORTLAND MORGAN STATE OF WASHINGTON REGISTERED Art ; 'T REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A- boo'-iO ► coot BUILDING DI' FLOOR DRAIN PER PLUMBING DRAWINGS AND SPECIFICATIONS RECEIVED CITY OF TUKWILA MAY ;o7.2010 PERMIT CENTER FLOOR DRAIN - SECTION SCALE: 1 1/2"=1' -0" 'la JISIQN BETA 11-6 SHEET NUMBER 4=31 FOOD, FOOD PREPARATION AND FOOD & SERVICE PROHIBITED UUNDER SEWER LINES 1HAT• ARE ARE NOT SHIELDED TO INTERCEPT POTEBE Y NO UNNECESSARILY EXPOSED MA LOCKERS O ? OTHERS...a.a E PAC/L./TIES SHALL PROVIDED FOR STORAGE OF OTHER POSSESN GENERAL NOTE: 1. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITES ALON WALLS, CEILING AND FLOORS. DATE: 12/18/09 JOB NO 09 -081 DRAWN: STAFF CHECKED: C.M. HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE AND FEDERAL STATUTES, REGULATIONS AND ORDINANCES). Food equipment that is certified for sanitation by an American National Standards Institute (ANSI- accredited certification program (NSF Approved) will be deemed to comply with the food code equipment & utensil materials, construction and design requirements. 1111 am 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635- 5696, FAX: (817) 635 -5699 �c ,-uu v,ocu i rim I , nc ivc vv WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW !!! (DOWN FROM 45 DEGREES) •,•,•,•,•,svo•,o.,.,..,s , oo•,•,•,•,•,,..,.,.,.,.,.,.,. a•. •:❖:•a:S: ❖o 1111. .............................................. ................................ ............................... ............................ ......... . ............. 1111... , , ., . 1111.... ,. ZW Et Ch ni mQ(D J O � :JW U Z ZWQpQ O00Z ctozzo �sVW —W NV til'IHIVL7C0 VVILL D1 MADE WITHOUT HEALTI DEPARTMENT APPROVAL !!! J J � J CO 00 Ce w Z �ckjV Z a esti Li rr) FOOD SERV /CE OPERATION AREA FLOORS COVERINGS,, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLEI SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE I!1 1 11 1 !,in... 11!1'11 111 •III li I.III Al i I 11 �.II!111�1111 I i!lll�il lip !IIII •� ui( 1 1 IIIII11III11111111 11111 11 II: .... 'I x'•11 1111111 111111 1' 17, IIILa 111 11 �'��111111111111111 1 �'�IIL :•011 11 �1 1'111 111 1 11 11'•'111111111 IIIL'�� i III II I111I I II IIII I !I I 1,1 I) I II II I 1,1 I i1,II1111111111,1!i1911 1 111 ;:111 III III! ,111111111 I II II II VIII 11111:; 11, j , j11 !IIII I111 1111111 i 111,1 1 X111111,111111!11, II !!1 I IIII! 1!11111 111 11 1111111 111 111 II j lil I I X11111 11 11 11111 114 _ 11111 1 1111 .r. •:�11 1111 111 11111 11111 111 1111 1 11111 1 1111 11111 rill J 11111 Ei 1 1 1 1!11 1 o 0 V , W W Q M EL" is— J J 0 ......... ........... ............ - -- - - - - -- -1111. n 111 111 1 1111 1111 in 11111 m 111 1111 11111 1 11111 n u 11 111 wi 1 i ucal 1 u 1 •• 1 i 1 111 111 nn i -III II I I 1 I !I ; I j 111 1 III 1 11!1 11!1 IIII II!! III III1! 1! !;1IIII I IIII II EE!! P! III 1.1111 IIII I �! Iij!1 II II III 111! i!1, Ilj N!III! I� 111 11 111 I111'!�!! II lll�lIIjjjj1hj�jjI111111�id 1,!I II!j!!IIII� �1�11j�ll llI111111111111111lIUI1•IIII I I iu i 11 ill IIII III ►III m iii !IIII i 1111... ..•.111 1.......•............11..111 1 �� .. ❖1111 ❖11.11•.;.. ❖.•• . ............. ......................4.:.;..,. 1111.,.,..; ❖.•:...�•�:�.�:.�.•.�. �. �. �.�:�:•:�:�:�.•�..�:�:::�::�:c� �:•:......... • :��:.:�..:�•:.�::•.;.;:. 1111 ........ 1111. 1111 ........ 1111...., ED (II III NED REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172010 6fTu.I ...:. BUILDING DIVISION . RECEIVED in 13 2010 PERMIT C T REVISIONS / HEALTH DEPT. CORRECTIONS 02/13/10 i' 11* V10 VV A A- IF OVERNIGHT COOKING OF FOOD OCCURS, THEN "MONITORING" IS REQUIRED TO DOCUMENT THE FINAL COOKING TEMPERATURE. (VERIFICATION BY EITHER EMPLOYEE OR RECORDING DEVICE.) It is strongly recommended that hot at dor the restroom hand wash sinks be plumb from the main hot water heater f water heater o ...instead of using an instant warm type under each sink. DRA/NBOARDS UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND ITEMS SHALL BE PROVIDED FOR CLEANED NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. ® - ® - Eau 'MENT INSPECTION BY THE A I�fiE KING COUNne _HEALTH DEPAR TMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT KAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION SHEET NUMBER RESTROOM & KITCHEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH A MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE FLOW OF WATER FOR AT LEAST 15 SECONDS, RIBBON UIPM EN DUL PLUMBING ELECTRICAL DESCRIPTION FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION DIRECT CONNECTION CONVENIENT OUTLET. 0 OWNER. (RED RIBBON) GENERAL CONTRACTOR SERVING AREA KITCHEN RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING SC'' SELF CONTAINED' .- DC DROPPED CORD KEC `;KITCHEN' EQUIPMENT CONTRACTOR SUPPLY BY GAS K BTU WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE AMP VOLTS REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT NO. R.I.H. SIZE TYPE SIZE R.I.H. SIZE ` R.I.H. SIZE R.I.H. TYPE WATT' W`xDxH(0xH EQUI PM EN� SC' C 220 74 "X42 "X51" ENCORE HV74R REFRIGERATED DISPLAY CASE 200 ACH C 1420 11.8 120 19.4X21 X28.6 HATCO FDWD -1X HOLDING /DISPLAY CABINET 201 115 SEE DETAIL SHEET MMF PLATFORM 11 POS (CASH REGISTER) 202 ADVANCE TABCO STAINLESS STEEL WORK TABLE 203 12.0 120 BUNN ULTRA -2 ICE SHAKE MACHINE 204 FS, 3/4" 3/8" 20 108 WMF 1400 COFFEE MAKER 205 SC SC 1 1/2" 36" FS 1/2" 36" 3/8" 6" 77.5" 38" 0.50 120 10.4 115 ly6WnISPENSFPR R ON 6" CASTERS 9X13.5X12 52.125X33.75X83.3 MILKMATE 2005 ADVANCE TABCO TRAULSEN 3.8 11.9 115 115 ON 6" LEGS 13.32X15.25X17 HATSUYUKI. ICE 0 MATIC WMF2400 DI -1 -5 G21010 HC -8E ICEU220FA MILK COOLER DROP -IN HAND SINK 206 207 12" 4.0 115 ON 6" CASTERS 27X30X41.6 BEVERAGE AIR SP27 -8 1200 10 120 APW WYOTT W -3V IC EF. FOOD PREP TABLE T SEE MECH'L DWGS CAPTIVE AIRE EXHAUST HOOD 214 112` 3/4" ON 6" CASTERS CONNERTON CHP -424 -A GAS RANGE. 215 80 3/4" 1 1/2" 39.5" 1/2" 39.5" 1/2" 1.0 120 TOWE'15SPENSER R ON 6" CASTERS 15.63X31.5X45.6 ADVANCE TABCO FRYMASTER 7 -PS -50 1-155 HAND SINK FRYER 217 218 FS 39.5" 1/2" 39.5" 77W 120 OR APPROVED 5 TIER SHELVES 15X15X13 27X40(16 "X20" TUB) ZOJIRUSHI ADVANCE TABCO NEXEL BY OWNER THA -603S' 9- 1- 24 -18R POLY Z -BRITE CUSTOM RICE WARMER PREP SINK WIRE SHELVING LOCKER 220 221 222 223 1/2" 1/2" SEE PLBG DWGS '? ADVANCE TABCO - 9 -0P -20 MOP SINK 224 SEE PLBG DWGS FS 2" 1/2 ". 1/2" 26 "X90 "(18 "X24"TUB) RHEEM EAGLE 414- 16 -3 -18 GAS WATER HEATER 3 -COMP SINK 225. 226 SC SC SC 77.5" 77.5" 9.5" G 15 10.8, 8.5 7.2 120 115 230 115 115 SEE PLAN PROVIDE DATA JACK ADVANCE TABCO SHARP EPSON S/S WALL SHELVES 227 R -21JC TM -T88IV MICROWAVE OVEN 228 THERMAL PRINTER 229 ON 6" CASTERS 76.3X33.75X83.3 TRAULSEN, G31310 REACH -IN FREEZER - - 230 ON 6" CASTERS 52.125X33.25X83.3 ON CASTERS TRAULSEN DELFIELD G20010 RE G ' •R 4448N -12 18 "H, ' 8 "H @ FRYER EF. SALAD PREP TABLE 232 S/S WORK TABLE 234 S/S SPLASH GUARD 236 SEE DETAIL SHEET CUSTOM CUSTOM FRONT COUNTER 237 SEE DETAIL SHEET CUSTOM CUSTOM BACK COUNTER 238 S/S FABRICATOR CUSTOM S/S SHELF / MOP RACK 239 TOASTER 240 PROVIDED BY SERV DIRTY LINENS RECEPTCLE 241 1/2" FISHER 3041 DIPPER WELL 242. 120 ZOJIRUSHI NYC -36 RICE COOKER 243 12.5 120 ACTIVATED BY DOOP AIR - DOOR -36 SEPARATE PERMIT BY1 OTHERS CUSTOM AIR CURTAIN BREAD CRATES 244 245 IGNAGE MENU BOARD 250 FURNITURE CUSTOM CUSTOM CBD SHELF 263 SEE DETAIL SHEET CUSTOM CUSTOM BREAD SHELF 264 NOTE: 1. 2. 3. 4. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. ALL EQUIPMENT SHALL BE APPROVED BY AGA UL AND NSF IF APPLIED. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMENT CODE. G.C. TO VERIFY ALL ROUGH -IN . HEIGHTS WITH SPEC SHEETS. JOLLI BEE FURNITURE REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT NO. W- xDxH(0xH) SEE PLAN BY OWNER TABLE (SINGLE) 80 SEE PLAN BY OWNER CHAIR - (AQUAMARINE) MOBILE 81 SEE PLAN BY OWNER CHAIR -(AKI SAFFRON) MOBILE 82 1 OCC. PER 24" BY OWNER BOOTH 83 SEE PLAN BY OWNER TRASH RECEPTACLE 84 CUSTOM MANAGER STATION 85 BOOTH 86 TABLE 87 CHAIR (LOUNGE) 88 TABLE (ROUND) 89 CHAIR (ROUND) 90 JOLLIBEE EQUIPMENT SCHEDULE PLUMBING FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) ELECTRICAL DEDICATED CONNECTION CONVENIENT OUTLET FS FLOOR STUB OUT DESCRIPTION O OWNER (JOLLIBEE) GC GENERAL CONTRACTOR EC ELECTRICAL CONTRACTOR QD QUICK DISCONNECT DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR SERVING AREA KITCHEN SUPPLY. BY K BTU GAS WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE AMP VOLTS REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT R.I.H. SIZE TYPE. SIZE R.I.H. SIZE R.I.H. SIZE R.I.H. TYPE WATT SERVING AREA EQUIPMENT SC SC 115 SEE DETAIL SEE DETAIL 1 5A 115 SEE PLAN SEE PLAN 28"X22.5"X36.5" GC 0 ARTIC AIR CUSTOM STO5G 7.2 115' ON CASTERS SEE PLAN DELFIELD KEC 4427N-9M CUSTOM (S/S) FRONT SERVICE COUNTER POS (CASH REGISTER) EF. SANDWICH TABLE FS FS SC FS FS 1/2" 1/2" 1/2" 1/2" FS 2" 1/2" 3570 3.8A 1 5A 15.3 115, 120 120/208 10.0 SEE PLAN 9.5X10.5X19.5 PROVIDE ICE BIN 66 1/8"X27"x26" HATSUYUKI VITAMIX KEC KEC HATCO DUKE CUSTOM (S/S) HC-8E 36006 CUSTOM (S/S) CUSTOM (S/S) GR2SDH-52D SODA MANUF DROP-IN ICE BIN ICE SHAVER BLENDER DUMP SINK DROP-IN HAND SINK FOOD WARMER (HORZ) FOOD WARMER 5.1 6 7 8 9 10.2 CUP DISPENSER 12 SODA DISPENSER 13 SEE DETAIL SEE PLAN GC S/S BEVERAGE COUNTER 17 56 3/4" 1 1/4" (2)1 /4 45.9A 208 WITH S/S STAND KITCHEN EQIJIPMENT IMPERIAL CLEVELAND IHPA-2-12 2-BURNER HOT PLATE RICE COOKER • 20 21 90 3/4" FS 80 3/4" FS 2" 2" 1 /2 "QC 1/2" 5.OA 120. 1 60 3/4" 5.OA 0.5A 120 120 FOR #21 w/ 6" LEGS w/ 6" LEGS 24"X33.5X34.5" FRYMASTER FRYMASTER WOLF FASTRON FGP55 GSMS-SD IRG-24 RICE COOKER STAND RETHERMALIZER (SAUCE) PASTA COOKER GRIDDLE 21.1 22 23 24 ELECTRONIC TIMERS 24.1 1933 1350 12.5 12A 208/230 120 ROUNDUP THERMODYNE VCT-25 BUN TOASTER HOLDING CABINET 25 26 SC 5.8 20A 208 FOR #27 27.25"x28.5"x35.5" DELFIELD FR 20 3/4" FS „ 1/2" SEE PLAN 48X34.5X40 GC AMANA DELFIELD CUSTOM RC22S F1 4GW348 MICROWAVE STEAM TABLE 27.2 28 SC 7.2 115 UCD4427N UC REFRIGERATOR 29 2.0 120 BREADING MACHINE 30 GC CUSTOM S/S TABLE 30.1 85W 120 WEBLON CASTERS KEC CUSTOM W/ LEGS HENNY PENNY RICE WARMER 31 RICE WARMER TABLE CHICKEN JOY FRYER 31.1 32 SC 7.0 115 80 FS FS FS FS 1200 9A 1 OA 120 120 ON CASTERS W/ FILTER ON CASTERS DELFIELD 1/2" 1/2" 1/2" 1/2" 1/2" 12.7 115 W/ FILTER w/ 6" LEGS SEE PLAN It 1/2" 1/2" 71-RW477TUR) FRYMASTER. HATCO SCOTSMAN SCOTSMAN WORK TOP FREEZER FRYER 34 FRENCH FRIES DUMP STATION 35 36 ALLSTRONG OR EQ. METRO OR EQUAL ALLSTRONG OR EQ. S3B 1 824-2D1 8C S1B1818-1D18C ICE MAKER ICE BIN 3-COMP SINK S/S WALL SHELVES PREP SINK 37 37.1 38 39 40 EAGLE OR EQUAL HAND SINK 41 120 ELECTRIC HAND DRYER 41.1 CASTERS KEC CUSTOM S/S BUN TOASTER TABLE 43 SEE PLAN KEC CUSTOM S/S STORAGE SHELVES 44 SODA MANUF CO2 TANK 46 1/2" SEE PLAN. SODA MANUF 1/2" CENTRAL FILTER EVERPURE EV9328-05 120 SERVER PRODUCTS FS-7 8400 BAG-IN-A-BOX 47 HIGH FLOW TRIPLE FILTER GRAVY DISPENSER 48 49 50 18" HIGH KEC CUSTOM S/S SPLASH GUARD 53 w/ 6" LEGS LOCKER 56 PROVIDED BY SERV DIRTY LINENS RECEPTICLE 57 FS 1.5" 3/4" 12.5 120 ACTIVATED BY DOOP 24 ,. 208/240 MARS CLEVELAND AIR CURTAIN OVEN STEAMER 58 60 77 MIN FS SEE PLBG DWGS MEP EQUIPMENT GAS WATER HEATER " 1/2" 1/2" SEE PLBG DWGS EAGLE OR EQUAL MOP SINK 60 61 SEE MECH'L DWGS CAPTIVE AIRE EXHAUST HOOD 62 CAPTIVE AIRE EXHAUST HOOD 62.1 FS SEE PLBG DWGS KEC WALK-IN COOLER 63 FS SEE PLBG KEC 1/2" CAPTIVE AIRE WALK-IN FREEZER 64 MAKE-UP AIR PLENUM 65 SEE PLAN BY OWNER MENU BD 70 SEETLAN BY OWNER SIGNAGE 71 NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMENT CODE. 4. G.C. TO VERIFY ALL ROUGH-IN HEIGHTS WITH SPEC SHEETS. REVIEWED FOR CODE COMPLIANCE APO" t MAY 1 7 2010 City of Tukwila BUILDING DIVISION MAR 1 0 2019 HEALTH DEPARTMENT OF PUSLICI-4EALTI-, DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 < co M co IX co txr (..,4°31*() lio 1-14-1: : o0 C:e co w 0 0 La RECEIVED MAY 13 2010 PERMIT R REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 EQUIPMENT SCHEDULE SHEET NUMBER GENERAL NOTES BEFORE SUBMITTING BID, THE ELECTRICAL CONTRACTIR SHALL VISIT THE JOB SITE AND FULLY AQUAINT HIMSELF WITH THE JOB CONDITION, SERVICE REQUIREMENTS BY UTILITY COMPANY AND CONNECTIONS, AND OTHER CONDITIONS INCLUDING TRANSFORMER PAD, ALL NECESSARY PULL BOXES, JUNCTION BOXES, SIZE AND NUMBER OF CONDUITS AND CONDUCTORS, CONDUIT FITTINGS, SERVICE COMPONENTS, PANELBOARDS, ETC., WHETHER . SHOWN ON DRAWINGS OR NOT, TO MAKE A COMPLETE AND OPERABLE ELECTRICAL SYSTEM WITHOUT ADDITIONAL COST TO OWNER. 2 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, RULES AND REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. FOLLOW THE LOCAL LAWS, RULES AND REGULATIONS FOR ANY CONFLICTS BETWEEN THE CONTRACT DRAWINGS AND THE LAWS, RULES AND REGULATION. 3. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. HE SHALL FURNISH ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. HE SHALL ALSO CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM THESE TESTS. THE COST OF THE FOREGOING ITEMS SHALL BE PAID BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL COORDINATE CLOSELY WITH THE OWNER AND OTHER TRADES FOR ALL PHASES AND SCHEDULING OF WORK, AND AUTHORIZED IN WRITTING BY THE OWNER AT LEAST ONE WEEK PRIOR TO THE EXECUTION OF ANY WORK. 5. ALL MATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW AND UL LISTED, FREE FROM ALL DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF THE WORK. 6. THE ELECTRICAL DRAWINGS, CONDUIT RUNS, WIRINGS AND ELECTRICAL INFORMATIONS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR OUTLETS. 7. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL LIGHTING FIXTURES, CEILING MOUNTED OUTLETS AND EQUIPMENT. ALL RECEPTACLES AND OUTLET MOUNTING HEIGHTS AND EXACT LOCATION SHALL BE COORDINATED WITH ARCHITECTURAL, DRAWINGS ELEVATIONS PRIOR TO ROUGH -IN WORK. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY TYPES OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING FIXTURES OF THE TYPE REQUIRED FOR MOUNTING IN RELATED CEILINGS. FIXTURES SHALL BE COMPLETE WITH NECESSARY MOUNTING HARDWARE AND ACCESSORIES. FIXTURES LOCATED IN DAMP OR WET LOCATIONS SHALL BE LABELED FOR USE IN SUCH LOCATIONS. 10. ALL RECESSED LIGHTING FIXTURES, SPEAKERS, PANELBOARDS, SWITCHES, ETC., MOUNTED IN FIRE RATED STRUCTURES SHALL BE ENCLOSED WITH AN APPROVED ENCLOSURE CARRYING THE SAME FIRE RATING AS THE STRUCTURE. 11. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE RATED WALLS AND PARTITIONS MUST BE SEPARATED BY DISTANCE OF 24 INCHES HORIZONTAL, U.B.C. 4304 OPENINGS IN FIRE RATED WALLS GREATER THAN 16 SQ. INCHES MUST BE FIRE STOPPED. 12. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN THE FIRE RATING. FURNISH AND INSTALL FIRE RATED ENCLOSURE FOR ALL EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES, SPACES ETC. 13. PORTIONS OF THE CEILING SYSTEMS MAY BE INACCESSIBLE. THEREFORE, THE CONTRACTOR SHALL STRATEGICALLY LOCATE ACCESS BOXES, ETC., WHICH SHALL BE READILY ACCESSIBLE. ALL LIGHTING FIXTURE WIRING, BALLASTS, J- BOXES, ETC. SHALL BE ACCESSIBLE FROM FIXTURE OPENING. 14. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHANICAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH DIVISION 15 AND ASSOCIATED DRAWINGS. CONTRACTOR TO OBTAIN THE REQUIRED MECHANICAL AND PLUMBING DRAWINGS AND PROVIDE ALL EQUIPMENT, RACEWAYS, WIRING, ETC., AS INDICATED THEREON AS PROVIDED UNDER THE ELECTRICAL WORK. 15. ALL FINAL CONNECTIONS TO OWNER FURNISHED EQUIPMENT SHALL BE MADE BY THE CONTRACTOR UNLESS OTHERWISE NOTED. VERIFY ELECTRICAL CHARACTERISTICS AND U.L. LISTING PRIOR TO CONNECTION. 16. THE CONTRACTOR SHALL VERIFY THE LOAD INPUT VOLTAGE OF ALL EQUIPMENT PRIOR TO INSTALLATION. ACCEPTING ANY EQUIPMENT RESULT IN LOAD INCREASE SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 17. PROVIDE AN ADDITIONAL JUNCTION BOX (SIZE AS REQUIRED) WHERE THE NUMBER OF CONDUCTORS EXCEEDS THE MAXIMUM ALLOWED FOR A GIVEN JUCTION POINT OR OUTLET. 18. CONDUCTORS SHALL BE THHN /THWN 600 VOLT INSULATION COPPER UNLESS OTHERWISE NOTED. USE PROPER TEMPERATURE RATING OF CONDUCTORS BASED ON THE AMBIENT AIR TEMPERATURE WHERE CONDUCTORS ARE BEING USED. HIGHER AMPACITY CONDUCTORS AND LARGER RACEWAY SHALL BE PROVIDED TO OFFSET THE AMPACITY CORRECTION FACTORS AS INDICATED IN NEC TABLE 310 AND ELSEWHERE IN CODE. 19. DO ALL DRILLING, CUTTING, CHANNELING AND PATCHING REQUIRE TO ELECTRICAL WORK AND INDICATED OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS AND WALLS SHALL BE PATCHED, UNLESS INDICATED OTHERWISE. PAINT ALL EXPOSED ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS TO MATCH IN COLOR ADJACENT SURFACES IN FINISHED AREAS. 20. EMERGENCY LIGHTING SHALL BE PROVIDED PER U.B.C. OR LOCAL CODE AND SHALL BE DESIGN TO PROVIDE MINIMUM REQUIRE FOOTCANDLES AND LUMENS. 21. BRANCH CONTROL CIRCUITING MAY NOT BE INDICATED ON THESE PLANS. CONTRACTOR IS RESPONSIBLE TO COMPLETE THE BRANCH CIRCUIT WIRING IN ACCORDANCE WITH PLAN NOTES AND AS PERMITTED BY LATEST NATIONAL ELECTRICAL CODE (N.E.C.) AND ANY LOCAL SUPPLIMENT. CONTRACTOR SHALL SUBMIT FINISH DRAWINGS AS A PART OF SHOP DRAWING SUBMITTAL TO ARCHITECT AND AUTHORITY HAVING JURISDICTION. LEGEND AND NOTES So SINGLE POLE TOGGLE SWITCH 20 AMP, 120 V, © 44" AFF S2 DOUBLE POLE TOGGLE SWITCH 20 AMP, 120 V, © 44" AFF 53 THREE WAY SWITCH 20 AMP, 120 V, © 44" AFF DIMMER SWITCH 1800 WATTS, 15 AMP MINIMUM, 120 V, © 44" AFF Sm MOTOR RATED SWITCH, HP RATED eI SINGLE RECEPTACLE, NEMA RATING AS NOTED = DUPLEX RECEPTACLE 20 AMP, 120 V GROUNDING TYPE, © 15" AFF D D 0 Acv DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, © CEILING DOUBLE DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, © 15" AFF TELEPHONE OUTLET WITH 3/4" CONDUIT TO TELEPHONE BACKBOARD TEL. OUTLET & DATA OUTLET WITH (2) 3/4" CONDUIT DATA OUTLET WITH 3/4" CONDUIT JUNCTION BOX TO SUIT THE FIELD CONDITIONS MOTOR OUTLET NOTES: 1. SUBSCRIPT LETTER NEXT TO THE ABOVE SYMBOLS INDICATES DEVICE CONTROLLED 2. DEVICES AND COVER PLATE COLOR AS SELECTED BY ARCHITECT, SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF OUTLET, UNLESS NOTED. COORDINATE REFRIGERATION OUTLET REQUIREMENT WITH HILLS REFRIGERATION PLAN. 3. RECEPTACLES IN BATHROOM, LAUNDRY ROOM, AND KITCHEN SINK AND EXTERIOR LOCATIONS SHALL BE GROUND FAULT TYPE (GFI) 8 EMERGENCY CIRCUIT. LOCK ON DEVICE FOR BREAKER SERVING _ CIRCUIT BREAKER -� SWITCH AND FUSES ❑J DISCONNECT SWITCH al COMBINATION MAGNETIC STARTER & FUSED DISCONNECT l MANUAL MOTOR STARTER 3 -P, W / OVER LOAD PRETECTION ® WATT /HOUR METER SOCKET TRANSFORMER CURRENT TRANSFORMER ® SWITCHBOARD PANELBOARD TELEPHONE CABINET WITH BACKBOARD 0 U NOTES: 1. BREAKERS, SWITCHES, FUSES, METER SOCKETS, AND CURRENT CARRYING DEVICES SHALL BE DESIGNED TO WITHSTAND MAXIMUM AVAILABLE FAULT CURRENT (AFC) ESTABLISHED BY SERVING UTILITY 2. SWITCHBOARDS AND PANELBOARDS BUSSING SHALL BE BRACED TO WITH- STAND MAXIMUM AVAILABLE FAULT A -1 -3 -5 CONDUIT HOME RUN TO SOURCE INDICATING PANEL "A" CIRCUITS #1, 3 & 5 #10 - F- D. NOTES: CONDUIT RUN CONCEALED IN CEILING SPACE OR IN WALL CONDUIT RUN BELOW FLOORS OR IN GRADE HASH MARKS INDICATE QUANTITY OF CONDUCTORS. NO HASH MARK INDICATES 2 #12 AWG. U.O.N. ( #10 INDICATES #10 AWG. CONDUCTORS) SIZE OF CONDUIT BE BASED ON TABLE 1, CHAPTER 9 OF N.E.C. AMD TABLE 3A AND 3B SHALL DETERMINE THE CONDUIT SIZES. MINIMUM CONDUIT SIZE SHALL BE 1/2". TELEPHONE CABLE IN 3/4" CONDUIT TELEVISION ANTENNA CABLE IN 3/4" CONDUIT CONDUIT RUN FOR SPEAKER SYSTEM. 3/4" C. U.O.N CONDUIT RUN FOR FIRE ALARM SYSTEM. 3/4" C. U.O.N. 1. TELEPHONE AND TELEVISION CABLES MAY BE PREWIRED BY LOCAL TEL /COMM /CABLE T.V. COMPANY. 2. ALL CONDUIT SHALL BE RIGID STEEL OR EMT. FLEXIBLE CONDUIT SHALL BE LIMITED TO 72" FOR FINAL CONNECTION TO LIGHTING FIXTURES OR MOTORS, INCLUDE GROUNDING CONDUCTOR. P.V.C. CONDUIT SHALL BE USED ONLY FOR UNDERGROUND. ELECTRICAL CABLE IS NOT INCLUDED IN THE WIRING INSTALLATIONS. PNL "A" VOLTAGE (V) 120 208 3 PH 4 W BUS 225 (A) MAIN CB 200/3 SERIES RATED AIC 65,000 (A) MTD. FLUSH DESCRIPTION LOAD(VA TYPE LOAD CODE OUTLETS CB A/P CIR NO CIR NO CIR NO CB A/P OUTLETS LOAD CODE LOAD(VA 87 DESCRIPTION A B C LTG REC MISC MISC REC LTG A B C 120 348 SELECTED BY ARCH. 957 O O RECESS DOWN CF18 1 18 18 120 2 20/1 D 2 2 360 K 360 CASH �� E LTG RECESS DOWN 207 1 L 6 120 CEILING 20/1 3 4 20/1 1 1 17 K 120 720 SELECTED BY ARCH. REFRIG.TER `�� sips it SPARE / CF26 011 26 30 120 CEILING 20/1 5 6 20/2 1 INC 2 K 25 120 1508 DISPLAY CASE SPARE EXIT SIGN LED - 20 120 20/1 7 8 8 20/1 2 K 1508 K 1320 " SPARE '.� �e 20/1 9 10 20/1 1 9 10 K 1 1500 ICE SHAKER it SPARE "_ MENU 500 L 20/1 11 12 20/1 1 12 20/1 K " 1500 COFFEE MAKER ;0I 1500 BLENDER FREEZER pppriow SPARE K 1 20/2 13 14 20/1 1 14 20/1 K 1428 PP.'" FREEZER _ - _ DISPENSER �� tip, it K 720 R 1 20/1 15 16 16 20/1 1 1200 K 1200 - HOOD HOOD 500 K 500 K 1 20/1 17 18 20/1 1 20/1 K 1200 FOOD WARMER `'i REFRIG. pp. ��' K 1 20/1 19 20 �� 1 20 20/1 1 1560 - K 1200 MICROWAVE pli FOOD WARMER K REFRIG. 1 20/2 21 K 20/2 1 1 20/1 21 _ - �� 22 20/1 1 " K 1500 180 a FRYER i�' 23 REFRIG. / 1020 K K „0.----"---- - 1 20/1 23 24 20/1 W.I. COOLER 1000 "_ K SPARE ")i `1� 20/1 25 CONV. 540 1 R K 3 ��^ 20/1 25 26 20/1 1 1040 '- K " 1 ICE BIN MENU 28 20/1 1 L K 1 1350 - HOLDING CABINET ii " 1040 K 1500 29 30 i �= K 20/1 29 30 30 20/1 1 K 1500 MICROWAVE ,11. 32 EF -1 �' K 0 _- 1 15/3 31 SPARE 20/1 1 K 1500 MICROWAVE • N� " 20/1 276 0 /� ----------- - 33 34 20/1 1 K 1500 ' MICROWAVE 35 i�. 20/1 276 0 SPARE PNL "C" 35 36 20/1 2 K 100/3 PPP"- 38 PREP. TABLE PNL "D" OW K O /� 1 100/3 37 9232 It 38 15/3 1 39 L 276 1 ® MUA -1 " �„...------- 5787 1040 0 " 39 0 ti 40 " 41 42 L 276 K TOTAL CONN. LOAD i�; " 12772 5787 0 8690 6625 KITCHEN LONG CONT. LOAD/ LARGEST MOTOR OTHERS RECEPTACLE 64354 (VA) 41 42 KIT. EQUIP 33921 22049 (VA) (K => REC. < =10KVA 720 720 (VA) (1ST REC. REMAINDER 0 x0.5 0 (VA) OTHERS LOAD 27696 x1 27696 (VA) L 276 " 9322 9141 7583 7664 6876 6920 TOTAL CONN. LOAD 47506 (VA) L.C.L. & L. M. 1883 x1.25 2354 (VA) LOAD CODE K KITCHEN KIT. EQUIP 26894 17481 (VA) (K => 6 @ 65 %) L LONG CONT. LOAD / REC. < =10KVA 540 540 (VA) (1ST 10 KVA x100 %) LARGEST MOTOR REC. REMAINDER 0 x0.5 0 (VA) O OTHERS OTHERS LOAD 18189 x1 18189 (VA) R RECEPTACLE TOTAL LOAD 38564 (VA) 107 (A) LIGHTING FIXTUR= SC -EDUL= TYPE SYMBOL MARK LAMP FIXTURE VOLT MOUNTING MANUFACTURE & MODEL TYPE NO. WATT A CB A/P CIR NO RECESS F32 3 32 87 120 CEILING SELECTED BY ARCH. B B LTG , MISC RECESS FU31 2 32 58 120 CEILING SELECTED BY ARCH. 957 O O RECESS DOWN CF18 1 18 18 120 CEILING SELECTED BY ARCH. D 20/1 2 K 360 �� CASH REGISTER E 0 RECESS DOWN CF18 1 18 18 120 CEILING SELECTED BY ARCH. 4 20/1 3' STRIP F17 1 17 17 120 CEILING SELECTED BY ARCH. G SPARE DOWN CF26 1 26 30 120 CEILING SELECTED BY ARCH. `J EM EMERGENCY LTG INC 2 12 25 120 CEILING SELECTED BY ARCH. W /90 MIN. BATTERY BACK -UP X EXIT SIGN LED - - 20 120 CEILING SELECTED BY ARCH. W /90 MIN. BATTERY BACK -UP 8 20/1 2 K 1320 LOAD CALCULATION! EXISTING LOAD 678A PER BASE BUILDING DWG. NEW LOAD=' A' +'B' +'C'= 107A +147A +125A =379A NEW TOTAL LOAD= EXISTING +NEW= 678 +379 =1057A EXISTING SWITCHBOARD (1200A) IS OK, SHALL EXISTING MAIN SWITCHBOARD - 'C2' (E) 1200A 120/208V, 30, 4W BUS 42KAIC 2'C -4 #3/0 + 1 #4G L =±50' VD =0,5X PANEL'A' 146A r Isc= 42,000A MAX. 200A -3P (E) 2'C -4 #3/0 + 1 #4G L =±50' VD =0.56X 200(, -3P PANEL'B' 146A Isc= 24,988A SHUNT TRIP CB 100A -3P 1 1/2'C -4 #2 + 1 #8G L =±30' VD =0,2X SINGLE LINE DIAGRAM NO SCALE PANEL'C' 200A -3P (E) S 2'C -4 #3/0 + 1 #4G L =±70' VD =0,6X SHORT CIRCUIT DUTY NOTES: THE MAXIMUM AVAILABLE FAULT CURRENT AT EXISTING SWITCHBOARD IS 42,000 A MAX. SERIES RATED CIRCUIT BREAKER - PROVIDE MARKING IN ACCORDANCE WITH NEC SECTION 110 -22, MARKING SHALL READ "CAUTION - SERIES RATED SYSTEM 42,000 AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT REQUIRED." DISTRIBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. SERIES RATED CIRCUIT BREAKER SHALL BE AS FOLLOWING OR EQUAL -3P PANEL'D' 146A (E) PNL "B" SERIES RATED AIC 65,000 (A) MTD. FLUSH VOLTAGE (V) 120,0/- 20 208 3 PH 4 W BUS 225 (A) MAIN CB 200/3 DESCRIPTION LOAD(VA LOAD CODE OUTLETS CB A/P CIR NO CIR NO CB NP OUTLETS LOAD LOAD(VA DESCRIPTION A B C LTG REC MISC MISC REC LTG CODE A B C LTG 957 L 20/1 1 it 2 20/1 2 K 360 �� CASH REGISTER LTG 560 L 20/1 3 4 20/1 1 K 1800 i� ICE MAKER SPARE 20/1 5 6 25/1 1 K /� /� 1285 WARMER et WARMER K 1 20/2 7 8 20/1 2 K 1320 /� SANDWICH TABLE �e K " 9 10 20/1 1 K 1800 FREEZER .i MENU 500 L 1 20/1 11 12 20/1 1 K _,...-------/-- 1500 BLENDER li- SPARE 20/1 13 14 20/1 1 K 1500 _ - DISPENSER �� tip, it CONV. 720 R 1 20/1 15 16 16 20/1 1 K 1200 - RICE COOKER HOOD 500 K 1 20/1 17 20/1 `'i ICE MAKER 720 ��' K 1 20/1 19 20 20/1 1 K 1560 - - SANDWICH TABLE MICROWAVE pli 1500 K 1 20/2 21 22 20/2 1 K _ - 1500 MICROWAVE it " -AMA 1500 K 23 24 " K „0.----"---- - 1500 `ji W.I. COOLER 1000 M K 1 20/1 25 26 20/1 1 K _ 696 ��^ - FREEZER BASE Ni COOLER COMP. WO 1040 '- K 1 20/2 27 28 20/1 1 K � - 1350 - HOLDING CABINET ii " 1040 K 29 30 20/2 1 K 13 TOASTER `.•i SPARE .'M 20/1 31 32 K 1300 _- " • SPARE 20/1 33 Ii iii. ii �i i�; 34 20/1 /� ----------- - SPARE SPARE 20/1 35 36 20/1 /� SPARE PNL "C" FOOPPFP O 1 100/3 37 38 20/1 1 K 1000 :iii::::.::;::::::: /� W.I. FREEZER 9232 Oil 39 40 20/2 1 K �„...------- 1040 FREEZER COMP. " 9232 0 41 42 K TOTAL CONN. LOAD 13694 14837 12772 6 @ 65 %) 10 KVA x100 %) (A) 7736 8690 6625 KITCHEN LONG CONT. LOAD/ LARGEST MOTOR OTHERS RECEPTACLE 64354 (VA) LOAD CODE K L 0 R L.C.L. & L. M. 2017 x1.25 2521 (VA) KIT. EQUIP 33921 22049 (VA) (K => REC. < =10KVA 720 720 (VA) (1ST REC. REMAINDER 0 x0.5 0 (VA) OTHERS LOAD 27696 x1 27696 (VA) TOTAL LOAD 52986 (VA) 147 SINGLE LINE DIAGRAM NOTES: 1. THIS DRAWING INDICATES EXISTING CONDITIONS WHICH WERE TAKEN FROM RECORD DRAWINGS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THESE CONDTIONS. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND TO EXERCISE CAUTION IN THE DEMOLITION PROCESS AND PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES ENCOUNTERED. 2. BEFORE COMMENCING WORK, THE CONTRACTOR IS TO REVIEW COMPLETE SET OF DEMOLITION WORKING DRAWINGS FOR ADDTIONAL INFORMATION, DISCONNECT AND REMOVE ALL ELECTRICAL WORK ASSOCIATED WITH EQUIPMENT BEING REMOVED, COORDINATE ALL ELECTRICAL DEMOLITION WORK WITH OTHER DISCIPLINES. 3. EXISTING EQUIPMENT NOT INDICATED TO BE REMOVED OR ABANDONED IS TO REMAIN IN USE AND CIRCUIT CONTINUITY SHOULD BE MAINTAINED AT ALL TIMES. 4. NEW WORK, INDICATED ON THIS DRAWING WITH HEAVIER SOLID LINES AND REFERENCE NOTES, SHALL BE PERFORMED BY PHASE PRIOR TO OR IN CONJUNCTION WITH DEMOLITION WORK. LEGENDS NEW WORK - - - EXISTING TO REMAIN, U.O.N. '/7Z// -, DEMOLITION (E)1 EXISTING (N)1 NEW (R)1 EXIST. EQUIP. TO BE RELOCATED, MAIN BKR AT PNL "A " / "B " / "D" BKR TYPE "KG" BY "SQUARE -D" (200A MAX.) BRANCH BREAKER AT PANEL "A " / "B " / "B1 " / "C " / "D" BKR TYPE "QO " / "QOB" BY "SQUARE -D" (15A - 100A) SERIES RATING 65,000 A PNL "C" VOLTAGE (V) 120/ 208 3 PH 4 W BUS 125 (A) MAIN CB MLO SERIES RATED AIC 10,000 (A) MTD. FLUSH DESCRIPTION GRIDDLE FRYER FRYER FRYER BREADING MACH. REFRIG. FRYER STATION FREEZER SPARE SPARE SPARE SPARE LOAD(VA A B 1560 1560 1560 2520 2520 2520 LOAD CODE OUTLETS LTG REC MISC CB NP CIR NO CIR NO 1560 2520 K K K K K K K K 3 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 20/1 1 3 5 7 9 11 13 15 17 19 21 23 TOTAL CONN. LOAD 5640 6600 4080 38652 (VA) L.C.L. & L. M. KIT. EQUIP REC. <=10KVA REC. REMAINDER OTHERS LOAD TOTAL LOAD 2154 x1.25 2693 32844 21349 0 0 0 x0.5 0 3654 x1 3654 27695 \�1 Of 2 4 CB NP 60 /3 OUTLETS MISC REC LTG 1 LOAD CODE LOAD(VA B C DESCRIPTION K 5508 STEAMER K 5508 6 8 10 12 14 16 15/3 1 15/3 1 18 20 22 24 15/3 1 0 0 O L L L EF -3 718 MUA -2 (VA) (VA) (K => 6 @ 65 %) (VA) (1ST 10 KVA x100 %) (VA) (VA) (VA) 77 (A) 718 7444 7444 7444 LOAD CODE K L KITCHEN LONG CONT. LOAD / LARGEST MOTOR OTHERS RECEPTACLE PN „p„ VOLTAGE (V) DESCRIPTION 12QZ 208 3PH 4W BUS 125 (A) MAIN CB 200/3 SERIES RATED AIC LOAD VA A RTU -1 RTU -2 1560 1560 MIN PESIMESM PISIMPISIN NESIM 1560 1560 RTU -3 RTU-4 ROOF REC. CONV. 2520 2520 PENNESIN PEW 2520 PIM MISINIESIN PESIMPISid 540 MISINPISIN 2520 2520 2520 8160 7140 900 7500 LOAD CODE O OUTLETS LTG REC MISC 1 CB A/P 25/2 CIR NO 0 3 0 1 25/2 5 0 7 0 1 35/3 9 0 0 0 1 0 0 R 11 " 13 35/3 15 " 17 " 19 20/1 21 20/1 23 TOTAL CONN. LOAD 40560 (VA) L.C.L. & L. M. 17760 x1.25 22200 (VA) KIT. EQUIP 0 0 (VA) REC. < =10KVA 1440 REC. (K => 6 @ 65 %) 1440 (VA) (1ST 10 KVA x100 %) REMAINDER 0 x0.5 0 (VA) OTHERS LOAD 21360 x1 TOTAL LOAD 21360 (VA) 45000 (VA) 125 (A) CIR NO 2 CB A/P 20/1 OUTLETS MISC REC LTG LOAD CODE L 65,000 (A) MTD LOAD VA FLUSH 4 20/1 L 6 20 /1 L 8 20/1 L 10 12 14 16 18 20 20/1 20/1 20/1 20/1 20/1 45/3 L 1 22 L 24 3720 1150 /�/ ILGTi PESINIMPWW0J1 DESCRIPTION LTG LTG LTG LTG 5920 5920 5920 RECEIVED AD CITY OF TUKWIL`� APR` 13 2010 PERMIT CENTER CODE LTG LTG SPARE PARE SPARE K KITCHEN L LONG CONT. LOAD / LARGEST MOTOR 0 OTHERS R RECEPTACLE DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 < CO C W ci: CO M z ®0 W W U CNI N M W (/) wUo 1 1 ~^ , V / o REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- BY PHANOTES S NUMBER 1 KEY NOTES: LIGHTING CONTACTOR AND TIME SWITCH. SEE LIGHTING SHUT —OFF CONTROL DIAGRAM IN THIS SHEET. 0,-,2 HOURS OVERRIDE TIME SWITCH. VIA LIGHTING CONTACTOR. PROVIDE ADDITIONAL HOT LINE FOR EXIT SIGN AND EMERGENCY LIGHTING. 365 DAYS PROGRAMMABLE TIMER WITH 10 HOUR BATTERY BACK UP. 120V AUTO TIME SWITCH T /C -1 1 I LIGHTING CONTACTOR PNL St (0 -2 HRS OVERRIDE) LIGHTING SHUT �.J OFF CONTROL DIAGRAM Lkihtinq Summary LTG -SUM Revised Dec 2007 Project Info Project Address 368- 3728OUTHCENTER M ALL - Date 1/25/2010 THEW H.A , W A 98188 For Building Department Use - WA 99207 Applicant Name: JOLLBEE/R ED RIBBON Applicant Address: GARY WANG & ASSOC. - Applicant Phone: 626- 288 -6898 Project Description • New Building ❑ Addition 0 Alteration • Plans Included See SEC Section 1513 for automatic daylighting, occupancy sensor, other controls, and commissioning Compliance Option • Prescriptive Q Lighting Pow er Allowance 0 System Analysis • Clear (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. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allow ed Watts per ft2 •. Area in ft2 Allowed x Area WHOLE FAST FOOD 1.30 .3811 4954 H 2X2 RECESS 7 58 406 DINNING C RECESS DOWN 88 18 1584 DINNING S RECESS DOWN 2 18 36 DRNNING *" From Table 15 -1 (over) - documnt all exceptions on form LTG -LPA Total Allowed Interior Watts 4954 Notes: 1. Use manufacturer's listed maximum Input wattage. For hard -w Ired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 w atts per fixture. Proposed Lighting Wattage (Interior) 3. List all fixtures. For exempt lighting, not exception and leave Watts /Fixture Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1305 x7lCHEN A 2X4 RECESS 15 87 BERVX.'E H 2X2 RECESS 7 58 406 DINNING C RECESS DOWN 88 18 1584 DINNING S RECESS DOWN 2 18 36 DRNNING P COVE LTG 70 17 1190 DINN1MG G PENDANT 8 30 240 Interior Proposed Watts may not exceed Total Allow ed Maximum Allowed Lighting Wattage (Exterior Total Proposed Interior Watts 4761 Location Description Allow ed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allow ed Watts x ft2 (or x If) Covered Parking 0.2 W /ft2 0.2 W /ft2 Note: 2006 SEC does not allow trading between covered parking and ext. Itg. Total Allowed Covered Parking Watts Open Parking Fixture Description 0.15 W /ft2 Watts /Fixture Watts Proposed Outdoor Areas 0.15 W /ft2 Bldg. (by facade)' 0.15 W /ft2 Bldg. (by perim)' 7.5 W /If 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Bldg. Exterior Watts Use ndgr listed maximum Input w attage. For fixtures w ith hard w Ired ballasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Garage Fixture Description Number of Fixtures Watts /Fixture Watts Proposed Garage Roposed Watts may not exceed Allowed Total Proposed Cove ed Parking Watts Location Fixture Description Number of Fixtures Watts /Fixture Watts Proposed Exterior Proposed Watts may not exceed Allowed Watts Total Proposed Exterior Watts 2c: • 4d 2c :.. D -2,4,6 •• •• 10g 8f 10g btOOqO RECEIVED CITY OF TUKWILA APR 1S 2010 PERMIT CENTER LIGHTING PLAN SCALE: 1 /4"= 1 ' -0" DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z - 0 Q CO M -� m 00 ix co a 00 Z ® O) OS L W 1 LLI TV Z a LAN W� ~ U %......„14) Liu (.)® 0 Q_(f) � v) LLI N W REVISIONS th, HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A - A- SHEET NUMBER PLAN NOTES 1. VERIFY ALL HVAC & KITCHEN EQUIPMENT PRIOR TO ROUGH IN PROTECT EXISTING A/C UNIT BRANCH CIRCUITS AND CONNECT TO NEW PANEL AS SHOWN. 2. COMPUTER DATA LINE: ROUTE 1" CONDUIT FOR MANAGER STATION (©24 ") TO CASH REGISTER ( ©24 ") W /PULL STRING. 3. PHONE LINE: PULLPHONE WIRE & INSTALL PHONE JACK FOR MAIN PHONE LINE (MANAGER STATION AT 48" & 96 ", CASH REGISTER 24 ") FAX LINE (MANAGER STATION AT 24 ") CREDIT CARD LINE (CASH REGISTER 24 ") 4. POWER SUPPLY FOR COMPUTER, CASH REGISTER (83, 86, 87A, 81) SHOULD BE ON THE SAME CIRCUIT BREAKER, W /ISOLATED GROUND & ORANGE RECEPTACLE. 5. CONTRACTOR MUST PROVIDE AUDIBLE /VISUAL DEVICE CONNECTIED TO SPRINKLER SYSTEM FOR THIS INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION PER CITY REQUIREMENT. 6. MUA- 1,EF -1& EF -2 CONTROL DIAGRAM SEE M -3.1 HOOD CONTROL PANEL. 7. ALL SIGNS COMPLY WITH NEC CODE. L_ <EY \ITES: EF /MAU ON ROOF, REFER TO MECHANICAL DWG. FOR EXACT LOCATION. PROVIDE COMBINATION DISCONNECT SWITCH AND STARTER, 30AS /NF STARTER SIZE NEMA 0. WP. REFER TO MECHANICAL DWG. FOR CONTROL CONDUITS ENTERING /LEAVING COOLERS AND FREEZERS SHALL BE SEALED PER NEC ART 300 -7. Ns, ME PNL "D" A -26,36 FOR MENU V.L. 238 A- 10,12,14 IMMilliMeasstE 1 'C -3 #8 - 9,11,13 60AS /35AF A -32,3 , 4.„... „......,.,,,„:, ::::,. .:::: N. !i „..,:::::::.:::,:::::::3::::::::.::::.::::..,,.,.......,..„.,.„..,.,,,.,...„.,..,.,.:.,..:::::„.:::::: IPM , - irlhr`�r► –.r r It rl 11 im.o..___ - -- 0i 29 . -� -- 111 III F'' •• C -13,15 B -11 C -5,7 i4- i ii L_ -J L_ B- 14,16 B -17 I DI0 p _ pp _ 11$111110 4 • 711111 ' H I @ pie. wS 00be C. e :a. • JNA-„er.A , •S..LSbSi •.p _W' il J ii I I ll! 111110 . V 1 l ir i 4 I nd l �. 'pIdf% mo! ' ► i W'. GFI (ON ROOF) T,. -1 MUM M FS 30AS /NF 64 30AS /25AF #10 WP. GFI (ON ROOF) B- 8,10,1 PNL "B" _ GEL IN II nII • II • .I � 1 I i II !Iill � �_ I I I J I tg o 0 44 8 ,111 . I -'--- __ ___ _ ___' _______— ea_±�_^_• _ .-n - Ilul uu lullll l(Iu ll i„uu 1 � n I �l l , H 1 LII II HHI I r . . ' I !III! did! MI IQI I lid iII� I I L I it 0 1! �� I 1 'C -3 #8 - 15,17,19 60AS /35AF (® .' �■ /0) 111 411 30AS /20AF "0" 5k 0,12 PN ON ROOF -3! 1 "C #6 0- .1,22,2 tOOO RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q CO M Q co �— 00 W 00 LL I- W CI 0,3 W U Z N W Imo' M 0 I— W U O Q v) m N W r 0 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 POWER SHEET NUMBER 3 RED RIBBON EQUIPMENT SCHEDULE PLUMBING ELECTRICAL DESCRIPTION FS INDIRECT CONNECTION TO FLOOR SINK D DIRECT CONNECTION 0 OWNER (RED RIBBON) S SERVING AREA D DIRECT CONNECTION C CONVENIENT OUTLET GC GENERAL CONTRACTOR K KITCHEN RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) FS FLOOR STUB OUT EC ELECTRICAL CONTRACTOR (E) EXISTING SC SELF CONTAINED DC DROPPED CORD KEC KITCHEN EQUIPMENT CONTRACTOR SUPPLY BY K BTU GAS WASTE COLD WATER HOT WATER CONNECTION LOAD PHASE AMP VOLTS REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT NO. R.I.N. SIZE TYPE SIZE R.I.H. SIZE R.I.H. SIZE R.I.H. TYPE WATT WxDxH(0xH) EQUIPMENT SC C 2" ACH C 1 1420 14.5 220 11.8 120 74 "X42 "X51" 19.4X21 X28.6 ENCORE HATCO HV74R FDWD -1X REFRIGERATED DISPLAY CASE 200 HOLDING /DISPLAY CABINET 201 C 115 SEE DETAIL SHEET AC i C 12.0 120 FS 3/4" 3/8" C 1 20 108 MMF ADVANCE TABCO BUNN WMF PLATFORM II ULTRA -2 1400 POS (CASH REGISTER) STAINLESS STEEL WORK TABLE ICE SHAKE MACHINE COFFEE MAKER 202 203 204 205 SC D SC 0.50 120 1 1/2" 36" 1 /2" 36" 1/2" TOWE SOAP ISPFSF PAPER 9X13.5X12 77.5" C 1 10.4 115 ON 6" CASTERS 52.125X33.75X83.3 MILKMATE 2005 ADVANCE TABCO TRAULSEN WMF2400 DI -1 -5 G21010 MILK COOLER DROP -IN HAND SINK REACH -IN REFRIGERATOR 206 207 208 C 3.8 115 13.32X15.25X17 HATSUYUKI HC -8E ICE SHAVER 210 FS 1/2" 36" 3/8" 38" D 1 11.9 115 ON 6" LEGS ICE 0 MATIC ICEU220FA ICE MACHINE 211 SC 12" C 1 4.0 115 ON 6" CASTERS 27X30X41.6 BEVERAGE AIR SP27 -8 REF. FOOD PREP TABLE 212 C 1200 1 10 120 APW WYOTT W -3V FOOD WARMER, ELECTRIC 213 SEE MECH'L DWGS CAPTIVE AIRE EXHAUST HOOD 214 112 3/4" ON 6" CASTERS CONNERTON CHP -424 -A GAS RANGE 215 D 1 1/2" 39.5" 1/2" 39.5" 1/2" 80 3/4" 1.0 120 i nw i0 DTs ENCEFR K ON 6" CASTERS ADVANCE TABCO 7 -PS -50 HAND SINK 217 15.63X31.5X45.6 FRYMASTER H55 FRYER 218 C 77W 120 15X15X13 ZOJIRUSHI THA -603S RICE WARMER 220 FS 2" 39.5" 1/2" 39.5" 1/2" OR APPROVED 27X40(16 "X20" TUB) ADVANCE TABCO 9- 1- 24 -18R PREP SINK 221 5 TIER SHELVES SEE PLAN NEXEL POLY Z -BRITE WIRE SHELVING 222 BY OWNER CUSTOM LOCKER 223 D 2" 1/2" 1/2" SEE PLBG DWGS ADVANCE TABCO 9 -OP -20 MOP SINK 224 SEE PLBG DWGS FS 2" 1/2" 1/2" 26 "X90 "(18 "X24"TUB) RHEEM EAGLE 414- 16 -3 -18 GAS WATER HEATER 3 -COMP SINK 225 226 SEE PLAN ADVANCE TABCO S/S WALL SHELVES 227 C 1 15 120 SHARP R -21JC MICROWAVE OVEN 228 C 1 115 PROVIDE DATA JACK EPSON TM -T881V THERMAL PRINTER 229 SC 77.5" C 10.8 230 ON 6" CASTERS 76.3X33.75X83.3 TRAULSEN G31310 REACH -IN FREEZER 230 SC 77.5" C 8.5 115 ON 6" CASTERS 52.125X33.25X83.3 TRAULSEN G20010 REACH -IN REFRIGERATOR 231 SC 9.5" C 1 7.2 115 ON CASTERS DELFIELD 4448N -12 REF. SALAD PREP TABLE 232 VARIES ADVANCE TABCO CUSTOM S/S WORK TABLE 234 181-1, 8 "H @ FRYER KEC CUSTOM S/S SPLASH GUARD 236 SEE DETAIL SHEET CUSTOM CUSTOM FRONT COUNTER 237 SEE DETAIL SHEET CUSTOM CUSTOM BACK COUNTER 238 S/S FABRICATOR CUSTOM S/S SHELF /MOP RACK 239 TOASTER 240 PROVIDED BY SERV DIRTY LINENS RECEPTCLE 241 1/2" FISHER 3041 DIPPER WELL 242 C 120 C 1 12.5 120 ACTIVATED BY DOOP ZOJIRUSHI MARS NYC -36 AIR - DOOR -36 RICE COOKER AIR CURTAIN BREAD CRATES 243 244 245 115 SEPARATE PERMIT BY OTHERS SIGNAGE CUSTOM MENU BOARD 250 FURNITURE CUSTOM CUSTOM CBD SHELF 263 SEE DETAIL SHEET CUSTOM CUSTOM BREAD SHELF 264 NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMENT CODE. 4. G.C. TO VERIFY ALL ROUGH -IN HEIGHTS WITH SPEC SHEETS. JOLLIBEE FURNITURE REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT NO. WXDXH(AxH) SEE PLAN BY OWNER TABLE (SINGLE) 80 SEE PLAN BY OWNER CHAIR- (AQUAMARINE) MOBILE 81 SEE PLAN BY OWNER CHAIR -(AKI SAFFRON) MOBILE 82 1 OCC. PER 24" BY OWNER BOOTH 83 SEE PLAN BY OWNER TRASH RECEPTACLE 84 CUSTOM MANAGER STATION 85 BOOTH 86 TABLE 87 CHAIR (LOUNGE) 88 TABLE (ROUND) 89 CHAIR (ROUND) 90 JOLLIBEE EQUIPMENT SCHEDULE PLUMBING FS INDIRECT CONNECTION TO FLOOR SINK ELECTRICAL DESCRIPTION DEDICATED CONNECTION SUPPLY BY D DIRECT CONNECTION RIH ROUGH IN HEIGHT (TO CENTER OF CONNECTION) QD QUICK DISCONNECT GAS WASTE COLD WATER HOT WATER C CONVENIENT OUTLET FS FLOOR STUB OUT DC DROPPED CORD CONNECTION LOAD PHASE GC GENERAL CONTRACTOR S SERVING AREA K KITCHEN EC ELECTRICAL CONTRACTOR KEC KITCHEN EQUIPMENT CONTRACTOR (E) EXISTING AMP VOLTS REMARKS DIMENSIONS MANUFACTURER MODEL # EQUIPMENT NO. K BTU R.I.H. SIZE TYPE SIZE R.I.H. SIZE R.I.H. SIZE R.I.H. TYPE WATT AixDxH(Ox H) SERVING AREA EQUIPMENT SEE DETAIL SEE PLAN GC CUSTOM FRONT SERVICE COUNTER 115 SEE DETAIL SEE PLAN 0 SC SC C 15A 115 ARTIC AIR STO5G POS (CASH REGISTER) CHEST FREEZER 3 C 7.2 115 ON CASTERS DELFIELD 4427N-9M REF. SANDWICH TABLE 4 SEE PLAN KEC FS SEE PLAN FS 3.8A 115 13.32X15.25X17 KEC HATSUYUKI CUSTOM (S/S) CUSTOM (S/S) HC-8E BACK SERVICE COUNTER 5 DROP-IN ICE BIN ICE SHAVER 5.1 6 SC FS FS 15A 120 9.5X10.5X19.5 VITAMIX „ 1/2" 1/2" KEC 1/2" 1/2" KEC 36006 CUSTOM (S/S) CUSTOM (S/S) BLENDER DUMP SINK DROP-IN HAND SINK 7 8 3570 15.3 120/208 66 1/8"X27"x26" HATCO GR2SDH-52D FOOD WARMER (HORZ) 10 10.0 120 DUKE FOOD WARMER 10.2 KEC CUSTOM CUP DISPENSER 12 FS 2" 1/2" PROVIDE ICE BIN SODA MANUF SODA DISPENSER 13 SEE DETAIL SEE PLAN GC S/S BEVERAGE COUNTER 17 KITCHEN EQUIPMENT 56 3/4" 1 1/4' (2)1/4° C 90 3/4" FS 2" 1 /2"QC C 80 3/4" FS 2" 1/2" C 60 3/4" C C 1933 C 1350 SC C 20 3/4" FS 1" 1/2" SC C C C 85W SC 80 3 1 11 45.9A 208 WITH S/S STAND IMPERIAL CLEVELAND 21 -CET-16 2-BURNER HOT PLATE RICE COOKER 20 21 5.OA 120 5.OA 120 0.5A 115 FOR #21 w/ 6" LEGS FRYMASTER FRYMASTER FGP55 GSMS-SD RICE COOKER STAND 21.1 RETHERMALIZER (SAUCE) 22 PASTA COOKER 23 24"X33.5X34.5" WOLF 120 FASTRON IRG-24 800-AJFA-STD GRIDDLE ELECTRONIC TIMERS 24 24.1 12.5 12A 208/230 120 ROUNDUP THERMODYNE VCT-25 BUN TOASTER HOLDING CABINET 25 26 5.8 115 27.25"x28.5"x35.5" DELFIELD 407 FREEZER BASE 26.1 20A 208 FOR #27 GC AMANA CUSTOM RC22S S/S OVERHEAD SHELF MICROWAVE 27.1 27.2 SEE PLAN 48X34.5X40 DELFIELD STEAM TABLE 28 7.2 115 UCD4427N UC REFRIGERATOR 29 2.0 120 KEC BREADING MACHINE 30 GC CUSTOM S/S TABLE 30.1 120 WEBLON WRC-1088BS RICE WARMER 31 CASTERS KEC CUSTOM RICE WARMER TABLE 31.1 HENNY PENNY CHICKEN JOY FRYER 32 7.0 115 ON CASTERS DELFIELD ST4427N WORK TOP FREEZER 34 9A 120 1200 1 1OA 120 W/ FILTER FRYMASTER FRYER 35 21-3/8X27-5/8X21-3/4 HATCO GRFHS-21 FRENCH FRIES DUMP STATION 36 FS 1/2" 1 12.7 115 FS 2" FS 1/2" 1/2" FS D 2" 2" 1/2" 1/2" 1/2" IN/ FILTER w/ 6" LEGS SEE PLAN 1/2" r1.0.7:14JR) SCOTSMAN SCOTSMAN ALLSTRONG OR EQ. METRO OR EQUAL ALLSTRONG OR EQ. EAGLE OR EQUAL S1B1818-1D18C ICE MAKER ICE BIN 3-COMP SINK S/S WALL SHELVES PREP SINK HAND SINK 37 37.1 38 39 40 41 120 ELECTRIC HAND DRYER 41.1 CASTERS KEC CUSTOM SEE PLAN KEC CUSTOM S/S BUN TOASTER TABLE S/S STORAGE SHELVES 43 44 SODA MANUF CO2 TANK 46 1/2" SEE PLAN SODA MANUF BAG-IN-A-BOX 47 1/2" CENTRAL FILTER EVERPURE EV9328-05 HIGH FLOW TRIPLE FILTER 48 C 120 SERVER PRODUCTS FS-7 8400 GRAVY DISPENSER 49 50 18" HIGH KEC CUSTOM S/S SPLASH GUARD 53 w/ 6" LEGS LOCKER 56 PROVIDED BY SERV DIRTY LINENS RECEPTICLE 57 C 1 120 ACTIVATED BY DOOP FS 1.5" 3/4" C 24 208/240 MARS CLEVELAND AIR-DOOR-36 AIR CURTAIN OVEN STEAMER 58 60 77 MIN FS 1" SEE PLBG DWGS MEP EQUIPMENT GAS WATER HEATER 60 D 2" 1/2" 1/2" SEE PLBG DWGS EAGLE OR EQUAL MOP SINK 61 CAPTIVE AIRE EXHAUST HOOD 62 CAPTIVE AIRE EXHAUST HOOD 62.1 FS SEE PLBG DWGS KEC WALK-IN COOLER 63 FS SEE PLBG DWGS KEC WALK-IN FREEZER 64 1/2" SEE MECH'L DWGS CAPTIVE AIRE MAKE-UP AIR PLENUM 65 SIGNAGE SEE PLAN BY OWNER MENU BD 70 SEE PLAN NOTE: 1. ALL CUSTOM EQUIPMENT SHALL BE APPROVED BY NSF. 2. ALL EQUIPMENT SHALL BE APPROVED BY AGA, UL AND NSF IF APPLIED. 3. ALL EQUIPMENT SHALL MEET LOCAL GOVERNMENT CODE. 4. C.C. TO VERIFY ALL ROUGH-IN HEIGHTS WITH SPEC SHEETS. BY OWNER SIGNAGE It041*-1)4 71 R.11EPQPITit:i. No DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 CO 00 CX M 00 OS LAJ LA Z Led 0 31: Di ET- 0 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER SCHEDLLE SHEET NUMBER = 3,1 GENERAL NOTES 01 ALL PLAN AND WORK FOR THE PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING CODES WITH LOCAL AMENDMENTS: 2007 CALIFORNIA MECHANICAL CODE AND 2007 CALIFORNIA ENERGY CODE. 0 0 00000 REFER AND COORDINATE TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF CEILING DIFFUSERS, REGISTERS, GRILLES, DUCT OPENINGS THROUGH ROOF AND WALLS, AND CEILING EQUIPMENT ETC. ALL REQUIRED, INDICATED OR SHOWN HVAC DUCTWORK, PIPING AND EQUIPMENT WHICH CONFLICT WITH THE WORK OF OTHER TRADES AND EQUIPMENT WHICH CONFLICT WITH THE WORK OF OTHER TRADES SUCH AS STRUCTURAL MEMBERS, ELECTRICAL, PLUMBING, FIRE SPRINKLER LINES AND EQUIPMENT, ROOF PLATFORMS /CURBS, SKY LIGHTS, ATTIC VENTS, ETC. SHALL BE MOVED, OFFSET OR REROUTED BY THE CONTRACTOR FREE OF CHARGE. MAJOR CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE THE FINAL INSTALLATION. ROOF OPENINGS & PLATFORMS TO BE CURBED AND LEVEL, 6" MINIMUM HEIGHT, FLASHED AND CAPPED WITH SHEET METAL. A/C CONTRACTOR TO COORDINATE REQUIRED SIZES AND LOCATIONS WITH GENERAL CONTRACTOR. A/C UNIT ON GROUND OR ROOF TO BE CURBED AND LEVELED. ALL WEATHER EXPOSED EQUIPMENT, ETC., SHALL BE COMPLETELY WEATHERPROOFED. ALL A/C UNITS SHALL BE CONTROLLED BY A 7 DAYS, 24 HOURS TIME CLOCK WITH MANUAL BY -PASS. AUTOMATICALLY SHUT DOWN DURING PERIODS OF NON -USE. ALL A/C UNITS TO BE OPERATED ALL TIME DURING BUSINESS HOUR FOR OUTDOOR AIR VENTILATION. ALL MECHANICAL EQUIPMENT SHALL BE LABELED TO THE SPACE SERVED AS REQUIRED BY SECTION 304.5 OF CMC. CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION DEVICE FOR ALL MECHANICAL EQUIPMENT AS ACOUSTIC CONTROL. CONTRACTOR SHALL INSTALL THE EQUIPMENT OR SYSTEM PER MANUFACTURER'S INSTALLATION RECOMMENDATION. CONSULT WITH MANUFACTURING COMPANY IF NECESSARY. ALL A/C CONDENSATE LINES TO BE INSTALLED BY PLUMBING CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF CONDENSATE LINES. EXPOSED DUCTWORK AND PLENUMS TO BE KEPT TO A MINIMUM AND WATERPROOFED. SEAMS TO BE CAULKED WITH SEALING MASTIC BEFORE CLOSING, AND THEN COVERED WITH SECO ALUMINUM PLAS -T -COTE ROOF COATING OR EQUAL SEALING COMPOUND. 14 SPIRAL SEAM G.I. ROUND DUCTWORK MAY BE INTERCHANGED WITH THE SQ. OR RECT. DUCTWORK (IN CONCEALED SPACES ONLY) AT CONTRACTOR'S OPTION, SPACE PERMITTING. 15 CODE APPROVED (WITH SCRIM CLOTH) FLEXIBLE DUCT MAY BE USED IN CONCEALED SPACES FOR PLENUM AND DIFFUSER CONNECTIONS WITH ENGINEERS APPROVAL. MAXIMUM 6' -0" LONG. @ ALL CONNECTIONS BETWEEN A.C. UNITS /FANS AND DUCTWORK, OR PUMPS AND PIPING, SHALL HAVE FIREPROOF, HEAVY DUTY FLEX- CONNECTIONS (CITY APPROVED) WITH 3" MIN. CLEARANCE. ISOLATE ALL H.V.A.C. UNITS /FANS & EQUIPMENT FROM STRUCTURE WITH APPROVED ISOLATION MOUNTS. 17 MANUAL VOLUME DAMPER SHALL BE PROVIDED IN ALL DUCT TAKE -OFFS TO INDIVIDUAL CEILING DIFFUSERS, REGISTERS AND GRILLES. PROVIDE REMOTE OPERATOR WHERE INACCESSIBLE. 18 PIPE INSULATION FOR REFRIGERANT LINES SHALL BE 1" AND MATERIAL CONDUCTANCE OF K = 0.27 BTUH - IN /SQ. FT. DEG F OR LESS. THE INSULATION TO BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION. WHEN PIPING LINES PENETRATE INSULATED WALLS OR ROOF, THE HOLE MUST BE SEALED WITH AN APPROVED POLY SEAL MATERIAL. 19 ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARD FOR INSULATION. 20 ALL DUCTWORK IN STUDWALLS TO BE ISOLATED WITH 1/4" FELT IN THE DUCT SUPPORTS AND WHERE IT MAKES CONTACT WITH THE BUILDING CONSTRUCTION. INSTALL ONE DUCT ONLY IN EACH STUD SPACE. 21 22 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 DUCT SIZES SHOWN ARE NET SIZES REQUIRED. LINED DUCTS SHALL BE INCREASED IN SIZE TO ACCOMMODATE LINING WITHOUT LOSS OF AREA. ALL DUCTS SHALL BE FIRMLY SUPPORTED OR HUNG AND NEATLY ALIGNED AND INSTALLED. SPACE HANGERS REQUIRED TO SUPPORT THE DUCTS WITHOUT SAGGING AS REQUIRED BY THE BUILDING FRAMEWORK, AND AS REQUIRED BY OTHER INTERFERENCE. LOCATION AND SPACING OF HANGERS AND SUPPORTS SHALL BE COORDINATED BY THE ADDITIONAL STRUCTURAL MEMBERS. SEAL OPEN SPACE BETWEEN DUCTS & WALL COORDINATE DUCTWORK WITH THE LIGHTING FIXTURES, CEILING SUPPORT SYSTEM, AND ACCESS DOORS ETC. INSTALL ACOUSTIC LINING IN DUCTWORK FOR 10 FEET ON EACH SIDE OF FAN (SUPPLY AND RETURN). PROVIDE BACKDRAFT DAMPERS AND CORROSION RESISTANT SCREEN OF 1/4" WIRE MESH ON EACH DUCT FROM INTERIOR SPACES TO THE OUTSIDE UNLESS PROHIBITED BY CODE. CONTRACTOR SHALL PROVIDE FIRE OR COMBINATION FIRE /SMOKE DAMPERS AT FIRE OR FIRE /SMOKE RATED PENETRATIONS AS REQUIRED BY CMC. FILTERS ON RETURN AIR PLENUM SHALL BE FAR 30/30 OR EQUAL. TRANSVERSE JOINTS ON DUCTWORK SHALL BE SEALED WITH "CASCOTE ", OR AN APPROVED EQUAL. ALL DUCT WORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE 200 7 CMC., DUCT INSULATION SHALL BE AS PER TABLE 6- 6A OR B 2007 C.M.C. AND MEET TITLE 24 REOUIREMENT. SMOKE DETECTORS SHALL BE PROVIDED PER SECTION 609, C.M.C. DUCT CONSTRUCTION SEALANT: PROVIDE MASTIC OR TAPE DUCT JOINT SEALANT. INSULATION APPLIED TO THE SURFACE OF DUCTS, LININGS, TAPES, AND ADHESIVES, LOCATED IN BUILDINGS SHALL L HAVE A FLAME - SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH NFPA 255. A 120 -VOLT RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET OF THE EQUIPMENT FOR SERVICE AND MAINTENANCE PURPOSES. AS REQUIRED BY SECTION 309 CMC FURNISHING AND INSTALLATION OF ALL LINE VOLT. WIRING, ALL LOW AND LINE VOLT CONDUIT AND AUXILIARIES FOR MECHANICAL SYSTEMS SHALL BE BY THE ELECTRICAL CONTRACTOR. THE CONDUIT FOR LOW VOLTAGE WIRING OF MECHANICAL SYSTEM EXPOSED TO THE WEATHER SHALL BE APPROVED FOR EXTERIOR USE AND BE BY THE ELECTRICAL CONTRACTOR. ALL THERMOSTATS SHALL BE INSTALLED APPROXIMATELY 4 FT ABOVE FINISHED FLOOR. VERIFY LOCATION WITH ARCHITECT. ACCESS TO INSPECT, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION TO ALL EQUIPMENT SHALL BE PROVIDED. UNLESS OTHERWISE SPECIFIED. NOT LESS THAN 30 INCHES OF WORKING SPACE AND PLATFORM SHALL BE PROVIDED. COORDINATE LOCATION WITH ARCHITECT. ALL O.S.A. INTAKES AND EXHAUST FANS TO BE PROVIDED WITH BACK DRAFT DAMPER. ALL EXTERIOR LOUVERS AND DOOR LOUVERS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR. TIMER, TIME CLOCK & CONDUIT BY ELECTRICAL CONTRACTOR. ENVIRONMENTAL EXHAUST OUTLETS SHALL BE 3 FEET FROM PROPERTY LINE; 3 FEET FROM OPENING INTO THE BUILDING. EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEM SHALL BE 10 FEET FROM PROPERTY LINE; 3 FEET FROM EXTERIOR ROOF /WALL; 10 FEET FROM OPENING INTO BUILDING; 10 FEET ABOVE GRADE. ALL OSA INTAKES MUST BE 10 FEET MINIMUM AWAY FROM ALL PLUMBING OR APPLIANCE VENTS (OR 3' -0" MINIMUM BELOW APPLIANCE VENTS). OSA INLETS SHALL BE COVERED WITH SCREEN HAVING 1/4" OPENING. OSA QUANTITY FOR EACH AREA SHALL BE PER UBC. FURNISH COMPLETE MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED Sc INCORPORATED ON A READILY ACCESSIBLE LABEL PERFORM TEST BEFORE FINAL ACCEPTANCE AND UNDER THE SUPERVISION OF THE ARCHITECT AND /OR OWNER. FURNISH ALL LABOR AND INSTRUMENTS FOR TEST. THE SUBMITTAL OF A CERTIFIED AIR BALANCE REPORT AND OUTSIDE AIR CERTIFICATION ARE REQUIED PRIOR TO OCCUPANCY. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND AS -BUILT DRAWINGS TO THE ARCHITECT & OWNER FOR DOCUMENT REVIEW. PERFORM HVAC OPERATION TESTS BEFORE FINAL ACCEPTANCE AND UNDER THE SUPERVISION OF THE ARCHITECT AND /OR OWNER. FURNISH ALL LABOR AND INSTRUMENTS. THE DRAWINGS ARE IN PART DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF THE WORK; THEY INDICATE THE GENERAL ARRANGEMENT AND APPROXIMATE SIZES OF EQUIPMENT, DUCTWORK, PIPING, OUTLETS, ETC. FOLLOW THE DRAWINGS AS CLOSELY AS PRACTICAL IN LAYING OUT THE WORK, BE GUIDED BY THE CONDITIONS AT THE JOB AND CONSULT THE CONSTRUCTION DRAWINGS CONDITIONS OF THE OTHER TRADES TO BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE WORK. CONTRACTOR SHOULD VISIT THE JOB SITE AND VERIFY ALL THE CONDITIONS, LOCATIONS AND DIMENSIONS BEFORE STARTING WORK, ORDERING EQUIPMENT AND DUCT /PIPE FABRICATION. FURNISHING AND INSTALLATION OF ALL LOW VOLT. WIRING FOR MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. ALL NECESSARY EQUIPMENT CURBS, RUNNERS, PLATFORMS, ROOFING, PATCHING, CUTTING, RATING SHAFTS, FURRING, FLASHING AND PAINTING SHALL BE BY GENERAL CONTRACTOR. ALL NECESSARY DRAINS, GAS, CONDENSATE DRAINS WITH TRAPS, MAKE -UP WATER, INCLUDING FINAL CONNECTIONS SHALL BE BY PLUMBING CONTRACTOR. ALL NECESSARY CUTTING, RATING SHAFTS, FURRING, FLASHING AND PAINTING SHALL BE BY GENERAL CONTRACTOR. COORDINATE ALL WORK WITH OTHER TRADES. MINIMUM R -8 INSULATION ON ALL DUCTS IN UNCONDITIONED. LEGEND SYMBOL ABBREVI- ATION DESCRIPTION DOUBLE SINGLE v — SA — SA SUPPLY AIR DUCT (EXISTING) — RA — RA RETURN AIR DUCT EXISTING 3 TONS COOLING (BTUH): 36,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 @ 0.5" ESP. ELECTRIC: 208/230 -3 -60, MAX FUSE: 35. OPERATING WT. (LB): EXISTING O — EA — EA EXHAUST AIR DUCT (EXISTING) FIT DRYWALL CEILING — OA — OA OUTSIDE AIR DUCT ji-10 (EXISTING) STEEL TRANSITION - RECTANGULAR TO RECT- ANGULAR o CAPTIVEAIRE A1- D.500 -G15 HEATING (BTUH): 63,848 INPUT, 20,4415 OUTPUT, 1000 CFM @ 0.5 S.P. 848 RPM ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 562 PROVIDE UNIT W /BACKFLOW PREVENTOR @ WATER SUPPLY v FIT T -BAR CEILING TRANSITION - RECTANGULAR TO ROUND MAKE UP AIR UNIT ON ROOF o MUA 2 ALUMINUM SEE PLAN GREASE EXHAUST FAN ON ROOF ELBOW W /TURNING VANE CAPTIVEAIRE NCA8FA AIR FLOW (CFM): 1000 CFM @ 1.25 E.S.P., 1753 RPM. ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 90 ® < 35 FOR HOOD MAKE -UP AIR 6X6L 0 (L) LINED DUCT, DUCT SIZE WITH L FOR SINGLE LINE E--- SEE PLAN ROUND GREASE EXHAUST FAN ON ROOF Io CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 1900 CFM @ 1.5 E.S.P., 1215 RPM. ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WT. (LB): 155 RISE IN DIRECTION OF AIRFLOW •II ng III R 111 EXHAUST FAN IN CEILING ® GREENHECK SP -B110 OR EQUAL 100 CFM @ 0.125 S.P. 950 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 25 PROVIDE UNIT WITH BACKDRAFT DAMPER OPERATE WITH LIGHT SWITCH. 4 RECTAN. DROP IN DIRECTION OF AIRFLOW mug III D III GREENHECK SP -690 OR EQUAL 80 CFM @ 0.125 S.P. 700 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 15 PROVIDE UNIT WITH BACKDRAFT DAMPER © DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOURS RATING FLEXIBLE DUCT THERMOSTAT, +44 A.F.F. SUPPLY AIR DUCT - SECTION El RETURN, EXHAUST, OR OUTSIDE AIR DUCT - SECTION M fili ROUND DUCT OR STACK - SECTION _ —X —� 12X12CR 360 12 "X 12" NECK PERFORATED CEILING REGISTER, 360 CFM / 6X6R 150 6 "X 6" PERFORATED CEILING REGISTER, 150 CFM 12X8 WR 250 12 "X 8" WALL REGISTER 250 CFM CD CONDENSATE DRAIN CR CEILING REGISTER MA MAKE -UP AIR OD OVERFLOW DRAIN SD SD DUCT MOUNTED SMOKE DETECTOR TO SHUT -OFF FAN, PER UMC 608. THRU THROUGH TYP. TYPICAL SFD COMBINATION SMOKE & FIRE DAMPER o MVD MANUAL VOLUME DAMPER (E) EXISTING (N) NEW (R) RELOCATE TG TRANSFER GRILLE WG WALL GRILLE ® POC POINT OF CONNECTION BDD BACKDRAFT DAMPER —o ®-- o — DFD DYNAMIC FIRE DAMPER CONSTRUCTION NOTES: 1. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS. CONTRACTOR SHALL VISIT THE WORK PRIOR TO SUBMISSION OF HIS BID, AND THROUGHLY FAMILIARIZE IMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTEND OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WITH OTHER TRADES. 4. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WITH OTHER EXISTING EQUIPMENT 5. CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT REPAIR OR REPLACE AS REQUIRED. MECHANICAL EQUIPMENT SCHEDULE ITEM DESCRIPTI ❑N MFG.CO. PACKAGED UNIT ON ROOF (EXISTING) RTU EXISTING 2 TONS COOLING (BTUH): 24,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 @ 0.5" ESP. ELECTRIC: 208/230 -1 -60, MCA: 18.0, MAX FUSE: 25. OPERATING WT. (LB): EXISTING v (EXISTING) RTU FRAME TYPE (EXISTING) REMARKS PACKAGED UNIT ON ROOF (EXISTING) RTU EXISTING 3 TONS COOLING (BTUH): 36,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 @ 0.5" ESP. ELECTRIC: 208/230 -3 -60, MAX FUSE: 35. OPERATING WT. (LB): EXISTING O (EXISTING) RTU 4 () (EXISTING) FIT DRYWALL CEILING PACKAGED UNIT ON ROOF (EXISTING) EXISTING 5 TONS COOLING (BTUH): 60,000 TC, HEATING (BTUH): 125,000 INPUT, 100,000 OUTPUT. AIR FLOW (CFM): 2000 @ 0.5" ESP. ELECTRIC: 208/230 -3 -60, MCA: 31.0, MAX FUSE: 45. OPERATING WT. (LB): EXISTING RTU KRUEGER (EXISTING) STEEL MAKE UP AIR UNIT ON ROOF MUA CAPTIVEAIRE A1- D.500 -G15 HEATING (BTUH): 63,848 INPUT, 20,4415 OUTPUT, 1000 CFM @ 0.5 S.P. 848 RPM ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 562 PROVIDE UNIT W /BACKFLOW PREVENTOR @ WATER SUPPLY v FIT T -BAR CEILING < 35 MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 222,190 INPUT, 204,415 OUTPUT, 3480 CFM @ 0.5 S.P. 821 RPM ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 747 PROVIDE UNIT W /BACKFLOW PREVENTOR © WATER SUPPLY MUA 2 ALUMINUM SEE PLAN GREASE EXHAUST FAN ON ROOF ® CAPTIVEAIRE NCA8FA AIR FLOW (CFM): 1000 CFM @ 1.25 E.S.P., 1753 RPM. ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 90 ® < 35 FOR HOOD MAKE -UP AIR GREASE EXHAUST FAN ON ROOF ® CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2450 CFM @ 1.5 E.S.P., 1315 RPM. ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 © SEE PLAN ROUND GREASE EXHAUST FAN ON ROOF ® CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 1900 CFM @ 1.5 E.S.P., 1215 RPM. ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WT. (LB): 155 0 FOR RETURN AIR CG -2 EXHAUST FAN IN CEILING ® GREENHECK SP -B110 OR EQUAL 100 CFM @ 0.125 S.P. 950 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 25 PROVIDE UNIT WITH BACKDRAFT DAMPER OPERATE WITH LIGHT SWITCH. 4 RECTAN. METAL EGGCRATE EXHAUST FAN IN CEILING ® GREENHECK SP -690 OR EQUAL 80 CFM @ 0.125 S.P. 700 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 15 PROVIDE UNIT WITH BACKDRAFT DAMPER © DIFFUSER & GRILLE SCHEDULE DESIGNATION MFG.CO. MODEL NO TYPE NECK SIZE NECK TYPE FACE PLATE TYPE FACE PLATE SIZE FRAME TYPE NC MAX REMARKS CD -1 KRUEGER SERIES 1100 STEEL SEE PLAN SQUARE PERFORATED. HINGED SEE PLAN FIT DRYWALL CEILING < 35 W/ OBD. FOR SUPPLY AIR CD -2 KRUEGER SERIES 6500 STEEL SEE PLAN ROUND PERFORATED. HINGED SEE PLAN FIT T -BAR CEILING < 35 FOR SUPPLY AIR CD -3 KRUEGER SERIES 51190 ALUMINUM SEE PLAN SQUARE PERFORATED. HINGED SEE PLAN FIT DRYWALL CEILING < 35 FOR HOOD MAKE -UP AIR CG -1 KRUEGER SERIES 1190 STEEL SEE PLAN ROUND PERFORATED. HINGED SEE PLAN FIT DRYWALL CEILING < 35 FOR RETURN AIR CG -2 KRUEGER SERIES S80 STEEL SEE PLAN RECTAN. METAL EGGCRATE SEE PLAN FIT DRYWALL CEILING < 35 FOR RETURN AIR AIR BALANCE SCHEDULE ITEM e SUPPLY AIR RETURN AIR MAKE -UP AIR EXHAUST RTU -2 +800 -430 +370 0 RTU -4 +1200 -700 +500 0 MUA -1 0 0 +1000 0 MUA -2 0 0 +3480 0 EF -1 0 0 0 -1000 EF -2 0 0 0 -2450 EF -3 0 0 0 -1900 TOTAL +2000 -1130 +5350 -5350 KITCHEN SPACE AIR FLOW = 0 CFM UNITS ELECTYICALLY INTERLOCKED EXHAUST FAN MAKE -UP AIR EF -1 MUA -1 EF -2 & EF -3 MUA -2, RTU -2 & RTU -4 RECEIVED CITY OF TUKWILA APR 1.3 2010 PERMIT CENTER DATE: 12/18/09 JOB, NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z J 0 < CO m M Cy W w z cki W U fi ` M 6 W V/ 1 W m ♦�♦^^ W 0 _ vI LL Lid J J Q W MM co r® Ce 00 w o) Z Q TU w Q 0 VI N REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A - ®- NO I MS�S, + DET SHEET NUMBER %of H -CFM 1.2 "0 .. , :. ;011111;1 I-- -1 ', . 1 2% MI MP '<.-- __� 1 618"D 900 900 C 8" 4" OOD #3 VEAIRE D 1520 F 80 CFM 10 "x16" 653 CFM (TYP, 3) \L J. 1:)F77--) G RTU -5 400yCFM 400 CFM l o "o . . CIO DESIGN NOTES: 0 0 0 EXISTING SA & RA DUCTS W/ LINED UP THRU. ROOF TO EXISTING ROOFTOP UNIT. 10 "X9" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -1 (1000 CFM, 1600 FPM) 14 "X16" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -2 (2450 CFM, 1575 FPM) 0 12"X14" GREASE EXHAUST DUCT UP THRU. ROOF TO 0 0 0 LF -S (1900 CFM, 1629 FPM) 1 -HR FIRE RATED DUCT SHAFT. 14 "X14" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -1 (1000 CFM) 22 "X20" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -2 (3480 CFM) 0 6 "0 E.A. DUCT UP THRU. ROOF TO ROOF CAP O9 5 "0 E.A. DUCT UP THRU. ROOF TO ROOF CAP t000 HVAC PLAN SCALE: 1 /4 " =1 -0" R �'°q qp '9,9Ar� �J/?$a RECEIVED CITY OF TUKtMLA APR 1 3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 Q W W 00 0 �_ W � � Ct Z w r/.9 121 �- w V Z ,Q o 1- Q W O O Qo"' a_ J M W N I- 14) 0 w REVISIONS Q1 HEALTH DEPT. CORRECTIONS 02/13/10 A —. ®- ®- A - HV C P1.. ,41\1 SHEET NUMBER z 1 f n f 1— L L L I J LL_= J r L 1- SET © 300 CFM OSA (EXISTING 3 TONS) SET © 370 CFM OSA SET © 500 CFM OSA (EXISTING 2 TONS) SET @ 550 CFM OSA h (RTU� 4 (EXISTING 3 TONS) RTU 14 "X14" MAKE -UP AIR DUCT DOWN AIL v <MUA> 14 "X12" GREASE EXHAUST DUCT DOWN -T1 II. I I I I I I SET ® 200 CFM OSA 10 "X9" GREASE EXHAUST DUCT DOWN (EXISTING 2 TONS) 22 "X20" MAKE -UP AIR DUCT DOWN 14 "X16" GREASE EXHAUST DUCT DOWN I M I-- 1 _J L_ _ _ _J L J L 12 "0 18 "0 10 "0 16 "0 8"o 14 "0 6 "0 7 "0 9 "0 -1 r 1 J 1 JLIJL rh r-h 11 11 11 11 11 11 -11 J L r JJ r - L 6 "0 EXHAUST DUCT WITH ROOF CAP --Q 5 "0 EXHAUST DUCT WITH ROOF CAP (EXISTING 5 TONS) J = DESIGN NOTES: 0 EXISTING SA & RA DUCTS W/ LINED DOWN O FOR CONDENSATE DRAIN CONNECTION, SEE PLUMBING DWG. 3 FOR DRAIN, GAS & WATER CONNECTION, SEE PLUMBING DWG. GENERAL NOTES DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & EXTENT OF NEW WORK TO BE COMPLETED BEFORE SUBMITTING BIDS. 2. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WITH OTHER EXISTING EQUIPMENT 3. CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT MAKE NECESSARY ADJUSTMENT OR REPLACE AS REQUIRED. pp �� ND EQUIRED ROOF SCALE: RECEIVED CITY OF TUKWILA APR `132010 PERMIT CENTER PLAN DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z J O < m m00 CK scow M F— Z DEW W 0 �M O W W W a m N J ~ O w J J cQ cc w Z w 0 0 00 00 00 0 Q J N REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ® - /\- ® - OOP PL.AN1 SHEET NUMBER 1. THIS SHEET IS SHOWN GENERAL INFORMATIONS FOR CODE COMPLIANCE ONLY 2. CONTRACTOR TO VERIFY CONSTRUCTION TYPE WITH ARCHITECT TO MEET BUILDING CODE REQUIREMENT. 3. NO VIBRATION ISOLATION CONNECTORS SHALL BE INSTALLED UNLESS ACCEPTABLE TO THE BUILDING DEPARTMENT. 4. PROVIDE ADEQUATE CLEANOUT OPENINGS FOR THROUGH CLEANING OF DUCT SYSTEM. 5. PROVIDE ADEQUATE MAKE -UP AIR FOR PROPER OPERATION. 6. THICKNESS OF DUCTS SHALL BE: DUCT AREA U.S. GAUGE STEEL 1. FIRE RATED SHAFT SHALL BE CONSTRUCTED TO COMPLY WITH BUILDING CODE. 2. FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOODS AND DUCTS AS REQUITED BY SECTION 510.2 OF THE MECHANICAL CODE AND AS REQUIRED BY THE FIRE CODE 3. APPROVED FIRE EXTINGUISHING SYSTEM SHALL BE PROVIDED FOR THE PROTECTION OF COMMERCIAL GREASE HOODS AND DUCTS. ALL FIRE EXTINGUISHING SYSTEMS SHALL BE INTERCONNECTED TO THE FUEL OR POWER SUPPLY SO THAT THE FUEL OR POWER IS AUTOMATICALLY SHUTOFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. MAKE -UP AIR UNIT (DOWN DISCHARGE) PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL VIBRATION ISOLATOR �1 f 1 r 1 f 1 1 1 r 1 f 1 �I �. REGLET FLASHING .. : ` • a J TRACK MIL. STUDS TYP. ( r �—F: ...:... . �. _ _ a , . _ .. , . t f 1 r 1 1 r 1 r 1 Z • ; �i r t r 1 r 1 ! 1 r 1 r 1 12i 12 3" COUNTER FLASHING 1 ^I METAL STUDS 0 16 O.C. ® 3• EXHAUST I ROOF Z � n 3/4" DUCT `. :. " , , 5/8 TYPE X GYP. BD. (1 LAYER FOR 1 -HR. RATING) TYPE S SCREW 24 "O.C. CORNER BEAD MIN. MIN. �� ^I� M Z �^ �A 1" X 1/8" UP TO 4 SQ. FT. 16 GA. OVER 4 SQ. FT. 14 GA. 7. WELD OR BRAZE ALL DUCT JOINTS AND SEAMS ON THE EXTERNAL SURFACE. 8. SUPPORT THE DUCTS AS REQUIRED, DO NOT PENETRATE DUCT WALLS WITH SCREWS, NAILS, ETC. 9. SECTIONS OF DUCT SHALL NOT CONTAIN GREASE POCKETS, AND SHALL HAVE 1/4" PER FOOT SLOPE SUPPORT STRAP �\ .` .. "' , . ,. ..: .:'- j �#4 04I CEILING CEILING DIFFUSER 5/8" SHAFT LINER ASSEMBLY NUMBER . WP7000 (1 -HR.) 6„ .'ieieie4 .•e0ei0ed��1 �•ppp 4000 .eeeee♦ ��e�J��e�e�� GENERAL NOTE NTS FIRE PROTECTION NOTE NTS ROOFTOP MAKE -UP AIR UNIT NTS SHAFT /EXHA UST DUCT DETAIL NTS 5 � REGLET /FLASHIN G NTS q, PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3" FROM PROTECTED COMBUSTIBLE REMOVABLE 1 41111 DISCHARGE 10' FROM ADJACENT BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL. ��_ COVER EF G2 GREASE GUARD ' EF ANGLE IRON GREASE CONTAINMENT SYSTEM ` 3H \ / \ / 2% SLOPE 1 WELDED 1 ■ - RAIN CAP 40" MIN. GREASE---3- CATCHER J SUPPORT GREASE DUCT, GAL. STEEL 16 GA. -- COUNTER `/ ��O��O�� EXISTING ROOF 24 MIN. ��4 /� I SHAFT SHALL BE VENTILATED TO THE EXTERIOR OPEN TO -' ATMOSPHERE EXISTING STRCUTURE EXISTING STRCUTURE EXISTING STRCUTURE GREASE CONTAINMENT SYSTEM NTS 3 FIRE RATED FIRE RATED SHAFT PER BLDG. CODE DUCT CLEANOUT PROVIDE 3" MIN. 12" MAX. AIR SPACE TYPE "X" GYPBOARD -� SHAFT PER BLDG. CODE PROVIDE FIREMASTER PER MFR. SEALANT AROUND DUCT CEILING PENETRATION b 1 00111%. 0 111 0 RECEIVED CITY OF TI IKWILA PE 1T,g APR`13 201(1 uaL s s PERMIT TER Qut,RD 1 -HR. FIRE RATED CEILING 3" MIN. 3" MIN. 12" MAX. AIR SPACE ALL AROUND ,,,,,,,,,,,,,,, 18 " MIIN ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,,,,,•,,,,,,,,, R METAL COLLAR�� ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, „,,,,,,,,,,,,,,,.,,,,m,,,,,,,, ' .. METAL i 18” MIN. _____ l--- FLASH GREASE HOOD (STAINLESS STEEL, 20 MSG) V 18" MIN. WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE "X" GYPBOARD) 18" BEYOND HOOD 1' -0" (IF HOOD LESS THAN IF HOOD. LESS THAN 12" FROM CEILING MUST BE FINISHED SOLID (1 -HR FIRE RATED) AIR SPACE » 18" MIN > 12" FROM CEILING MUST BE FINISHED SOLID AS SHOWN) FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR EXHAUST HOOD & DUCT (SEPARATE PERMIT 4 -0" MAX. • RATED WALL FROM THE H OO1 BY FIRE EXTINGUISHER CO.) ____...] fi >, MIN. 6" MIN. 1 1 UL CLASSIFIED STAINLESS STEEL 6 "MIN. BAFFLE-TYPE REMOVABLE GREASE FILTER 3' -0" COOKING EQUIPMENT SLOPED GREASE DRAIN WITH REMOVABLE CUP COOKING QUIP. 1 [6" 6 6" MIN. FINISHED FLOOR FINISHED FLOOR ELEVATION OF EXHAUST HOOD & DUCT NTS 1 SECTION OF EXHAUST HOOD & DUCT NTS DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z _J 0 Q m � co scow M Z co,iW W V N., is \M W W V W r, m N W J O w SOUTHCENTER MALL N N M 00 00 00 0) Q Q w REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 /. \ — /o \— /$\ — A — C,LPT f VE IRE 1DLU SHEET NUMBER HOOD INFORMATION HOOD N❑' MODEL LENGTH MAX , C❑ ❑KING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG, TOTAL EXH. CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG, DIA, CFM SP, WIDTH LENG, DIA, CFM S.P. 1 5424 ND -2 -PSP -F 4' 9,00" 450 Deg' 1000 10" 9" LEFT 1000 - 0.826" 800 ON NO LBS High 16 b 430 SS Where Exposed ALONE ALONE 3 16' 16" 4 Incandescent Light Fixt NO 3 RIGHT QUARTER END PANEL 23' 2 5424 ND -2 -PSP -F 12' 3.00" 450 Deg' 2450 10" 23" 3 2450 - 0,946" 1960 16" 3 Incandescent Light Fixt NO 430 SS 430 SS Where Exposed ALONE ALONE NO LBS 4 16" 20" 3 5424 ND -2 -PSP -F 9' 6,00" 450 Deg' 1900 10" 18" 1900 - 0,818" 1520 430 SS Where Exposed ALONE ALONE HOOD INFORMATION HOOD N❑. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH QTY, TYPE WIRE GUARD LOCATI ❑N FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 Stainless Steel (High E g 2 16" 20" 2 Incandescent Light Fixt NO 2 LEFT QUARTER END PANEL 23" Top Width, ON NO LBS High 16 b 16 " 2 Stainless Steel E (High g 3 16' 16" 4 Incandescent Light Fixt NO 3 RIGHT QUARTER END PANEL 23' Top Width, 0" NO LBS 5 16' 20' 3 Stainless Steel (High g h E 2 16" 16" 3 Incandescent Light Fixt NO 430 SS 760 0.133" NO LBS 4 16" 20" HOOD OPTIONS HOOD N0. OPTION LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG, DIA, CFM 1 RIGHT END STANDOFF 3" Wide 12" 6" 8' 24" 800 0,126" LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS 2 LEFT QUARTER END PANEL 23" Top Width, ON Bottom Width, 23" High 430 SS 0,120" RIGHT END STANDOFF 3" Wide 10' 16' 3 RIGHT QUARTER END PANEL 23' Top Width, 0" Bottom Width, 23" High 430 SS 760 LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS PERFORATED SUPPLY PLENUM(S HOOD NO. POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG, DIA, CFM S.P. 1 Front 60' 12" 6" 8' 24" 800 0,126" 2 Front 150" 12" 6" 10' 16' 653 0.120" 10" 16" 653 0,120" 10' 16' 653 0.120' 3 Front 114' 12' 6" 8' 24" 760 0.133" 8" 24" 760 0.133" EXHAUST RISER HANGING ANGLE 6" STAINLESS STEEL (HIGH EFFICIENCY) 311 INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date -4.00' 54.00" A r / 17 T-MA 9,00" L,00J 12.00' ui 54.00' U.L. Listed Incandescent Light Fixture -HIgh Temp A 8.00' 6.00' cI 28.50" 24.00` 28.50" 30.00' '- 30,00' 4' 9.00 "Novi, /4' 9.00' ❑D PLAN VIEW Hood #1 4' 9.00" LONG 5424ND -2 —PSP -F 23,00" 23,00' 3.00' INCANDESCENT LIGHT FIXTURE -HIGH TEMP SSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 215" 23.5% OPEN STAINLESS STEEL PERFORATED PANEL EQUIPMENT BY OTHERS — 12' .—.I 24.00" NOM, 48,0" MAX fr. SECTION VIEW — MODEL 5424ND -2 —PSP —F HOODS #1, #2, #3 104 00" Duo —onto REVISIONS DESCRIPTION DATE: 0 A A A V 0 0 O QJ c 0) QJ O 3 DATE: 12/30/2009 DWG. #: - 1076945 DRAWN BBY: A J P SCALE: Not To Scale HOOD F� RarE App��rAND REQUIRE L D SHEET NO. RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS th HEALTH DEPT. CORRECTIONS 02/13/10 A- ®- A - C�,P1 I vE,1� I IRE UJa SHEET NUMBER I" A/ 4/ 3,00" 54.00" 12,00' 10,00' 18,00' U.L. Listed Incandescent Light Fixture -High Temp Assembly 8.00' 6.00' 8.00' 6.00" ICI 28,00" 24.00' 57.00' 57,00' 9' 6.00 "Norn. /9' 6.00 "❑D 24.00' 57.00' L 29.00' PLAN VIEW - Hood #3 9' 6.00" LONG 5424ND -2 -PSP -F L 3.00" 54.00" 12,00" if ,,,,, 10.00" U.L. Listed Incandescent Light 10,00' 23.00' Fixture -High Ternp Assembly 10.00' 6.00' 10.00' 16.00' 25.00' 73.50" 50,00' 1.00' CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted Approved with NO Exception Taken Revise and Resubmit ❑ SIGNATURE Your Title Date L 6.00" 10.00' 6.00" ICI 12' 3,00'Nori, /12' 3.00 "❑D 50.00" 73.50" 16.00' 25.00" PLAN VIEW - Hood #2 . 12 3.00" LONG 5424ND -2- PSP -F NOTE' Additional hanging angles provided for hoods Longer than 12 ft. 3.00" EXHAUST RISER HANGING ANGLE 16' STAINLESS STEEL (HIGH EFFICIENCY) 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL 4.00" 54.00" 23.00" r Aortz A, 4: 23.00" EQUIPMENT BY OTHERS INCANDESCENT LIGHT FIXTURE -HIGH TEMP SSEMBLY, INCLUDES CLEAR THERMAL AND. SHOCK RESISTANT GLOBE (L55 FIXTURE) ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 2.75' 23.5% OPEN STAINLESS STEEL PERFORATED PANEL =PP 12" ---I 24.00' NOM. 48.0" MAX SECTION VIEW MODEL 5424ND -2 -PSP -F HOODS - #1, #2, #3 -ono REVISIONS DESCRIPTION DATE: A A v a 0 1 0 1 c 0 0 O U 0) 0J DATE: 12/30/2009 DWG. #: - 1076945 DRAWN A J P SCALE: Not To Scale HOOD PER RATE APPROVAL REQUIRED SHEET NO. 2 RECEIVED CITY OF TUKWILA APO 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Q co :co r NN W p� I- Z W 0 Q k"-- 0 (n N � N REVISIONS /1\ HEALTH DEPT. CORRECTIONS 02/13/10 CAPT I VE14 I RE DUJC; SHEET NUMBER EXHAUST FAN INFORMATION FAN INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 4 63848 58740 55 deg F 7 fn. w.c. - 14 in. w.c. Natural UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) NO. WEIGHT (LBS.) NO. 1 - AC Interlock Relay - 24VAC Coil 3 1 - Low Flre Start Curb 1 - Manifold Pressure Gauge, -5 to 15" wc 1 NCA8FA NCA8FA 4 950 1,250 1753 0.500 3 208 1.8 89.59 2 NCA16HPFA NCA16HPFA 561.57 2450 1,500 1315 1,500 3 208 4.7 159,41 3 NCA16HPFA NCA16HPFA 4.7 1900 1,500 1215 1.000 3 208 3.3 154.41 HEA TER /MUA FAN INFORMATION FAN INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 4 63848 58740 55 deg F 7 fn. w.c. - 14 in. w.c. Natural 5 UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) NO. 1 - AC Interlock Relay - 24VAC Coil 3 1 - Low Flre Start Curb 1 - Manifold Pressure Gauge, -5 to 15" wc 4 A1- D,250 -G10 G10 A1-D.250 1000 0,500 848 0.500 3 208 1,8 561.57 5 A2- D.500 -G15 G15 A2 -D.500 3480 0.500 821 1,500 3 208 4.7 746.78 FAN UNIT NO INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 4 63848 58740 55 deg F 7 fn. w.c. - 14 in. w.c. Natural 5 222190 204415 55 deg F 7 in. w.c. - 14 In. w.c. Natural FAN OPTIONS FAN UNIT N❑. OPTION (Qty, - Descr.) 1 1 - Grease Box 2 1 - Grease Box 3 1 - Grease Box 4 1 - Inlet Pressure Gauge, 0 -35" Curb 1 - AC Interlock Relay - 24VAC Coll 3 1 - Low Fire Start 2 1 - Manifold Pressure Gauge, -5 to 15' wc 5 1 - Inlet Pressure Gauge, 0-35' Curb 1 - AC Interlock Relay - 24VAC Coil 3 1 - Low Flre Start Curb 1 - Manifold Pressure Gauge, -5 to 15" wc FAN ACCESSORIES FAN UNIT NO. FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 # YES Curb 26.500 "W x 26.500 "L x 20.000'H Vented Hinged 3 # 3 2 26.500 "W x 26,500 "L x 20.000 "H YES 4 # 4 Curb 21.000 "W x 71,000 "L x 12,000 "H Insulated 3 # YES Curb 31,000'W x 79.000 "L x 12.000 "H Insulated CURB ASSEMBLIES NO. FAN ITEM SIZE 1 # 1 Curb 19.500 "W x 19.500'L x 22.000 "H Vented Hinged 2 # 2 Curb 26.500 "W x 26.500 "L x 20.000'H Vented Hinged 3 # 3 Curb 26.500 "W x 26,500 "L x 20.000 "H Vented Hinged 4 # 4 Curb 21.000 "W x 71,000 "L x 12,000 "H Insulated 5 # 5 Curb 31,000'W x 79.000 "L x 12.000 "H Insulated CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date FAN 1#1 NCA8FA — EXHAUST FAN 27 1/4 25 1/4 18 1/2 GREASE DRAIN —12 1/8 15 1/8 16 21 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN #2 NCA16HPFA - EXHAUST FAN 39 3/8 30 1/4 FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATI ❑N TESTING 33 3/4 mmul 'mom 111111111111 GREASE DRAIN NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERI ❑D OF 15 MINUTES WITH ❑UT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION, OPTIONS GREASE BOX 23 1/2 161/2-- - 19 1/2•- 24 28 39 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATI❑N 300 °F (149 °C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX VENTED CURB 20 GAUGE STEEL CONSTRUCTION / / / ROOF OPENING 6 / 16 DIMENSI ❑NS 26 1/2" 26 1/2" 20' / / 24 VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3" FLANGE ROOF OPENING DIMENSIONS bioo L(O REVISIONS DESCRIPTION DATE: A A A 0 Tukwila WA DATE: 12/30/2009 DWG. #: - 1076945 DRAWN AJP SCALE: Not To Scale FAN RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12 /18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 0 Q _I CO < CO �/ C W : co 1,z CO W V W 44c a) N 0 J REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 - A - ® - ® - CFLIFT I VEA I RE DUJC; SHEET NUMBER LIFTING LUG FAN #4 A1- D.250 -G10 - HEATER L DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. GAS PRESSURE GAUGE, 0 -35', 2.5' DIAMETER, 1/4" THREAD SIZE 5, CODLING INTERLOCK RELAY. 24VAC C ❑IL. 120V CONTACTS. LOCKS DUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6, LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE P❑SITI ❑N. 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5' DIAMETER, 1/4' THREAD SIZE 3 3/4" EQUIPMENT CURB 27 3/8" 0 • 00 12' 5 9/16" CURB OUTER WALL -\ DISCHARGE OPENING r 13 1/4' 3 7/8 "-! 11 1/2" 0 AIRFLOW FLEX CONDUIT FOR FIELD WIRING 32 1/8" 118 5/8" 42 1/8" SUPPLY SIDE HEATER INFORMATION: WINTER TEMPERATURE = 20 °F. TEMP, RISE = 55 °F. OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 58740 INPUT BTUs AT ALTITUDE DF 0.0 ft, = 63848 29 3/4' AIRFLOW SERVICE DISCONNECT -"'u.! SWITCH BLOWER /MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ. •• DIRECT FIRED MODULE 39 9/16' 3/4" NPT 7 13/16' o 12' 21' RDDF OPENING 2' SMALLER THEN CURB DIMENSION. CUSTOMER APPROVAL TO MANUFACTURE Approved as Noted (_J Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date 71" AIRFL ❑W low LIFTING LUG 3 3/4' t EQUIPMENT CURB FAN #5 A2- D.500 -G15 - HEATER L DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 15' BLOWER 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE AIR FLOW RIGHT -> LEFT 4, GAS PRESSURE GAUGE, 0 -35', 2.5' DIAMETER, 1/4" THREAD SIZE 5. CODLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC ENERGIZED. 6, LOW FIRE START, ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATI ❑N CONTROL IS LOW FIRE P❑SITI❑N. 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5" DIAMETER, 1/4" THREAD SIZE 0 37 3/8" 0 00 1 8 5/16' CURB OUTER WALL DISCHARGE OPENING -� 16" IS N SUPPLY SIDE HEATER INFORMATION: A WINTER TEMPERATURE = 20°F, TEMP, RISE = 55 °F. OUTPUT BTUs AT ALTITUDE DF 0.0 ft, = 204415 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 222190 18 3/4" 6 1/8 "- 36 3/4" 12" 31' =; ROOF OPENING 2" SMALLER THEN CURB DIMENSI ❑N. L_ 1 L J -0- 0 0 AIRFLOW •■11 FLEX CONDUIT FOR FIELD WIRING 1:3 //8" - 40 1/8' ► 42 1/8" AIRFLOW Ar____ SERVICE DISCONNECT SWITCH BLOWER /MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ, DIRECT FIRED MODULE —► 39 9/16' 1' NPT Xr-: _ 7 13/16' r-- 79" pt AIRFLOW 0 -040 REVISIONS DESCRIPTION DATE: A A D O 1 c 0 0 0 c 0 0 3 d F DATE: 12/30/2009 DWG. #: - 1076945 DRAWN Y: AJP SCALE: Not To Scale FAN sawrive AnPERMIT qND RQvqL REQ UIRRp SHEET NO. 4 RECEIVED CITY OF TUKWILA APR .1`3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z � 0 < m m°3 ix scow M H Z DEW W V w N � \M O N W V W�� m N W J L� J ~ O w J Q W M W MM Ce W W c F Z U � J O kl"" (r) N N E- V) REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ®- A - ®- A cAP1 II v :4 I RM DLL SHEET NUMBER r Installation Wiring JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 DRAWING NUMBER RP1076945-4 JOB NUMBER 1076945 MODEL A1-D.250-G10 120 V 1 PH. Gal-flex condui-t (in unit) BK ( D( WH GR Disconnect Switch Factory wiring Customer supplied wiring from building power or pre wired control panel 240 V 1 PH. Gal-flex conduit (in unit) 208/460/600 V 3 PH. Gal-flex condui-t (in unit) Disconnect Switch Factory wiring Disconnect Switch Factory wiring BK RD Customer supplied wiring from building power or pre wired control panel BK BK BK GR Customer supplied wiring from building power or pre wired control panel Powers Connection See above detaRs. • '114 MMMMMMMMMMMMMMM V MMMMMMMM 11111111111110. Installed Options Component Identification Label Description Location NOTES WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE rDirect Fired Heater Wiring JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 DRAWING NUMBER DF1076945-4 JOB NUMBER 1076945 MODEL A1-D.250-G10 1 SW-01 BK 0- ..r 1 _1 2 BK _3 0- BK _1 5 0- 1 0 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 GR 10 1 0 L BK 10 2OI le 5o BK 208 BK CB-01 e,-,9 1<_,0 BK TR-01 115 WH ST-01 DL-01 L1 11 T1 Ti BK L21 1T2 T2 BK OZ`T3 BK MT-01 L3 1 T3 1 JO DL-01 ST-01 95/ 96 A kiA 1 GR PS-02 ST-01 PS-01 NO BK C NC OR 14i l 3 BK C °--------W BK 0 7 0 TS-03 NNW OR BK RE-10 wH ••• 28 24VAC Coll - Signal From Condenser 'Call For Cooling Interlock' 10® RD RE-10 CACH0 10 AO OR i�2 01 RD TS-02 C NC (LINE 4) 70 6 OR BK OR SLID 510— o A GY 015 GY GY 115 WH BK 101601B K BR 0170 BK oG FSC-01 FR-01 c BR TR-03 L1L2 SPARK PLUG VA-01 H, WI-1 • WH LOW FIRE START AMPLIFIER BR 115 WH Q)--'°- TR-04 YW BL n, 0 0 0 2 3 4 5 6 0 0 0 VA-02 7 8 MA-01 00 0 1 0 RD 020 030 TS-05 BK BL YW VA-03 WH, Installed Options Discharge Temp. Control 24V AC Interlock Relay Component Identification Label Description Location CB-01 Circuit breaker (2amp) [3] FR-01 Flame rod [16] FSC-01 Fireye FSC MA-01 Modulating amplifier [19] MT-01 Supply motor [2] OL-01 Supply motor overload [2][7] [11-14] PS-01 Low Airflow Switch [9] PS-02 High Airflow Switch [9] RE-10 AC Interlock Relay [10][17] ST-01 Supply motor contactor [2][7][9] SW-01 Mn disconnect switch [2] TR-01 Power transformer(200vaI3] TR-02 Power transformer(20va)[12] TR-03 Ignition transformer [14] TR-04 Power transformer(20va)[17] TS-02 High temp limit switch [10] TS-03 Intake air thermostat [10] TS-05 Discharge Air Sensor [21] VA-01 Pilot gas valve [13] VA-02 Main gas valve [18] VA-03 Modulating gas valve [20] Motor Info Supply HP 0,5 VOLTS 3 phs 208 V FLA 1.8 CONTACTOR 100-KO5D1OM OVERLOAD 193-KB20 MINIMUM CIRCUIT AMPACITY1 3.40 NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING xxx TERMINAL 11 PROVIDES COOLING CONNECTION WIRE COLOR YW - YELLOW GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED WH - WHITE PK - PINK bionslooll o SEPARATE PERMIT AND APPROVAL REQUIRED REVISIONS DESCRIPTION DATE: A A a Jollibee - Reo Ri000n Tukwila WA 8 r a a. as A DATE: 12/30/2009 MGM: -1076945 DRAWN BY': '1'1 A ID SCALE: Not To Scale HEATERWIRING SHEET NO. 5 RECEIVED CITY OF TUKINILA APR 1 3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 REVISIONS ZS HEALTH DEPT. CORRECTIONS 02/13/10 A - CAPTIvE4IRE DLUG SHEET NUMBER ELECTRICAL PACKAGES NO, TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS pPTI ❑N FANS CONTROLLED L ❑CATI ❑N QUANTITY TYPE 0 H.P. VOLT FLA 1 311110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On /Off Thermostatically Controlled Exhaust 3 0500 208 1.8 Supply 3 0,500 208 1.8 2 321110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On/Off Thermostatically Controlled Exhaust 3 1,500 208 4.7 Exhaust 3 1,000 208 3.3 Supply 3 1.500 208 4,7 / ELECTRICAL PREWIRE PACKAGE JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 DRAWING NUMBER 311110FP JOB NUMBER 1076945 DRAWN BY CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - DO NOT. WIRE TO SHUNT TRIP BREAKER 1 2 FS -01 3 5 r WH (Fan Switch Shown Installed) TC -01 Al ST -1 OL -1 6 OR�ORA1 A2 96 95 WH OR 1 Amp Max 6 R1 -1 BK NC�� NO 0 YW Al A22 96,95 7 8 9 10 11 ST -2 OL -2 WH Ni r 1B_ ,, BK 1 12 13 14 15 LS -01 - - -4 H2 (9134).---'0213112) B c BK W NO TR1 LIGHT INPUT 120VAC H2 -H5 =LINE, N2 -N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) 16 17 18 INPUT - 3 WIRE - 3 PHASE_ 19 20 21 22 23 24 SEE Jumper 3 PHASE 208V ST TI OL T1 T2 TLT3 3 PHASE 208V ST -2 OL -2 Ll T1 1T1 TZT2 N20- NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND 11 ARE WIRED IN PARALLEL. TERMINALS 6 AND 8 ARE JUMPERED ON EACH CONTROLLER. 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled. COMPONENT PARTS LIST I ARFI DESCRIPTION C —x Contactor ST —x Starter OL —x Overload FS —xx Fan Switch (Lighted) LS —xx Light Switch L Flood Light(s) MS —x MicroSwitch (Ansul /PyroChem) Rx Relay DPDT — 34.110.0146.0 LOCATION ITC —XX TEMPERATURE CONTROLLER PXR4— WAS 1 —GVOA7 ISN —X RTD TEMPERATURE SENSOR (See Note 1) SPARE FIRE DRY CONTACTS SPARE RELAY CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO SHUT DOWN SHUNT TRIP, EQUIPMENT... OR PROVIDE SIGNALS. =..NC TERMINAL FOR FIELD WIRING TO BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY TR: Tripped, AR: Armed, C: Common Rx RELAY SOCKET STYLE "COON" C —RD NO NO —BL NC NC —PR COIL COM 4 2 3 i 8 7 6 I 5 MS —x MicroSwitch C —RD NO —BK NC —BR Motor Type PH Volt HP FLA BREAKER Exh -1 Exh 3 208 0.5 1.8 15 Amp Sup -2 Sup 3 208 0.5 1.8 -- Amp NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR /BL - ORANGE /BLUE (STRIPE) RD - RED BL /RD - BLUE /RED (STRIPE) WH - WHITE RD /GN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE: IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box ELECTRICAL PREWIRE PACKAGE JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 DRAWING NUMBER 321110FP JOB NUMBER 1076945 DRAWN BY CONTROL INPUT 120VAC H1 =LINE, N1= NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 1 2 3 4 5 6 7 8 9 10 11 B H1 FS -01 BL ,Tcr--' 2 0, WH (Fan Switch Shown Installed) TC -01 Al ST -1 OL -1 6 OR- -ORA1 A2 96 95 WH BK 0 TC -01 ST -2 OL -2 A1�A2 96.95 1 Amp 7118 , OR WH Max `�J� R1 -1 BK NC ct„,„_C_ NO ST -3 OL -3 YW A1 A2 96 95 BK 12 • Jumper 13 13 14 C1 3D -E3-1S-N -ai 1 p TC -01 11, MS -1 _C� WH N1 0 15 LIGHT INPUT 120VAC LS -01 H2 B o1 BR 16 17 18 INPUT 3 WIRE -- 3 PHASE__ 19 20 21 a H2 -H5 =LINE, N2 -N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) B 61131<-0W-1-1 p O Jumper 3 PHASE 208V ST -1 OL -1 Li T1 1� TZT2 INPUT - 3 WIRE -- 2g PHASE -- 23 24 Tl 3LT3 3 ST -3 PHASE OL -3 208V L1 T 1 T1 TZT2 L3 T1LT3 3 PHASE 208V ST -2 OL -2 L1 T�LT1 T1T2 TLT3 N2S- NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND 11 ARE WIRED IN PARALLEL. TERMINALS 6 AND 8 ARE JUMPERED ON EACH CONTROLLER. 3 Phase, W/ 2 Exhaust Fans, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled. COMPONENT PARTS LIST I ARFI DESCRIPTION C —x Contactor ST —x Starter OL —x Overload FS —xx Fan Switch (Lighted) LS —xx Light Switch L Hood Light(s) MS —x MicroSwitch (Ansul /PyroChem) Rx Relay DPDT — 34.110.0146.0 LOCATION C —XX TEMPERATURE CONTROLLER PXR4— WAS 1 —GVOA7 SN —X RTD TEMPERATURE SENSOR (See Note 1) SPARE FIRE DRY CONTACTS SPARE RELAY CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO SHUT DOWN SHUNT TRIP, EQUIPMENT... OR PROVIDE SIGNALS. NC TERMINAL FOR FIELD WIRING TO BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY 1TR: Tripped, AR: Armed, C: Common Rx RELAY SOCKET STYLE "CLION" C —RD NO —BL NC —PR NO NC COIL COM 4 I 3 2 I 8 7 6 16 MS —x MicroSwitch C —RD NO —BK NC —BR Motor Type PH Volt HP Exh -1 Exh 3 208 1.5 Sup -3 Sup 3 208 1.5 Exh -2 Exh 3 208 1 FLA BREAKER 4.7 15 Amp 4.7 -- Amp 3.3 15 Amp NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR /BL - ORANGE /BLUE (STRIPE) RD - RED BL /RD - BLUE /RED (STRIPE) WH - WHITE RD /GN RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE: IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 12 x 18 x 6 Box bro o'O SEPARATE PERMIT AND APPROVAL REQUIRED REVISIONS DESCRIPTION DATE: A A A 1 c O O U DATE: 12/30/2009 DWG. #: - 1076945 DRABY AJP SCALE: Not To Scale ECP SHEET NO. 6 RECEIVED CITY OF TUKWILA APR 1 '3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z 0 CC) m00 CC (Cs M ckj N M W wa wCI.. mN 0 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A ®- ®- A - CAFT I VE4 I RE DWG SHEET NUMBER 1 PLUMBING LEGEND PIPING MATERIAL: COPPER TYPE L W SANITARY WASTE W TANK GIN GREASE WASTE - GIN - SD STORM DRAIN 5D - 5.0 SANITARY VENT - - -FV- - - PV FOOT VENT . D D INDIRECT DRAIN - -1/2" GIN DOMESTIC GOLD WATER - 2" - - HW DOMESTIC HOT WATER - - U -I - - - HWR DOMESTIC HOT WATER RETURN - - _ NATURAL GAS G 2" CD CONDENSATE DRAIN CD - -- - - COTO CLEANOUT TO GRADE - 1/2" FCO FLOOR CLEANOUT - 55 =3 DROP -IN UTILITY SINK NCO WALL CLEANOUT 1/2" 1/2" 50V SHUT -OFF VALVE X -C] 1,141' 112" GAS SHUT -OFF VALVE ENAMELED CAST IRON W/ VACUUM BREAKER ASSEMBLY ® FOC POINT OF CONNECTION INC - I 1 21' PLUMBING FIXTURE DESIGNATION 1/2" SSTTAINLE55USTEEL H5 -2 PLUMBING EQUIPMENT DESIGNATION 2 " 1 2 li I FD FLOOR DRAIN 8 FS FLOOR SINK ( E ) EXIST'G EXISTNG (N) CAST IRON, ROUND TOP, NO HUB OUTLET W/ TRAP PRIMER CONNECTION NEW (R) FLOOR SINK RELOCATE I 2 ° YB YARD BOX COATED CAST IRON, ACID RESISTANT NO HUB OUTLET AND DOME STRAINER ABV ABOVE TRAP PRIMER VCP VITRIFIED CLAY PIPE 1/2" VTR VENT THRU. ROOF GLG CEILING - AP ACCESS PANEL 1 u IE INVERT ELEVATION B.G. BELOW GRADE ASO AUTOMATIC SHUT OFF VALVE GPR GAS PRESSURE REGULATOR RPPBP REDUCED PRESS. PRINCIPLE BAGKFLOW PREVENTOR MG MEDIUM PRESSURE GAS CO CLEANOUT WATER PIPE SIZING SCHEDULE PIPING MATERIAL: COPPER TYPE L PIPE SIZE FIXTURE UNITS PRESS. LOSS P5I /100' TANK VALVE 1/2" 2 - 5.0 3/4" 1 - 5.0 I" 18 _ 5.0 -1/4" 55 6 5.0 -1/2" 61 21 5.0 2" 241 126 5.0 WALL HUNG PROVIDE POINT OF USE THERMOSTATIC MIXING VALVE TO LIMIT HOT WATER TO I20 %eF U -I URINAL 2" 1 2 �� 1 it _ FLUSH VALVE 1.0 GPF PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE TYPE PIPE CONNECTION DESCRIPTION WASTE VENT CW HW INC-1 WATER CLOSET (ADA) 4" 2„ 1/2„ _ FLOOR MOUNTED, FLUSH TANK 1.6 GPF ELONGATED BOWL, OPEN FRONT SEAT GAS 010-2 WATER CLOSET 4° 211 1/2" _ FLOOR MOUNTED, FLUSH TANK 1.6 GPF ELONGATED BOWL, OPEN FRONT SEAT L -1 LAVATORY (ADA) 2" I 2 I/2" I/211 WALL HUNG PROVIDE POINT OF USE THERMOSTATIC MIXING VALVE TO LIMIT HOT WATER TO I20 %eF U -I URINAL 2" 1 2 �� 1 it _ FLUSH VALVE 1.0 GPF S =1 3 COMP. SINK 2" 1 2 " 3/4" 3/4" STAINLESS STEEL 5 -2 PREP SINK FS - 1/2" I /2" STAINLESS STEEL 55 =3 DROP -IN UTILITY SINK F5 - 1/2" 1/2" STAINLESS STEEL M5 -I MOP SINK 2" 1,141' 112" 1/2" ENAMELED CAST IRON W/ VACUUM BREAKER ASSEMBLY H5 -i HAND SINK 2" 1 21' 1/2" 1/2" SSTTAINLE55USTEEL H5 -2 HAND SINK 2 " 1 2 li I/2 „ 1/2u DRSTAIOP -IN NLESS HAND STEEL SINK FD -I FLOOR DRAIN 2" 1" I/2" T,P - CAST IRON, ROUND TOP, NO HUB OUTLET W/ TRAP PRIMER CONNECTION F5 -I FLOOR SINK 2" I 2 ° - - COATED CAST IRON, ACID RESISTANT NO HUB OUTLET AND DOME STRAINER I-I TRAP PRIMER _ - 1/2" - PRECISION PLUMBING PRODUCTS PR -500 PRIME -RITE WH -I GAS WATER HEATER - - ('u 1 u RHEEM G15 -15N OR APPROVED EQUIVALENT 15 GALLON STORAGE, 10,000 BTUH INPUT 8I GPH RECOVERY @ 80 F RISE PIPE MATERIAL SCHEDULE SERVICE UNDERGROUND ABOVE GROUND GOLD 4 HOT WATER HARD TEMPER, GOLD DRAWN COPPER TUBE TYPE "K" HARD TEMPER, GOLD DRAWN COPPER TUBE TYPE "L" SANITARY WASTE OAST IRON CAST IRON SANITARY VENT GAST IRON CAST IRON STORM DRAIN CAST IRON CAST IRON GAS BLACK STEEL, SCHEDULE 40 INDIRECT DRAIN HARD TEMPER, GOLD DRAWN COPPER TUBE TYPE "M" PLUMBING GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL STATE CODES. 2. COORDINATE ALL WORK WITH ALL OTHER TRADES AND CONTRACTORS. 5. THE PLUMBING CONTRACTOR SHALL VERIFY THE EXACT LOCATION, DEPTH AND ADEQUACY OF ALL SERVICES BEFORE STARTING AND SHALL NOTIFY THE GENERAL CONTRACTOR IF SAID CONNECTION ARE NOT IN THE LOCATION SHOWN OR ARE NOT OF SUFFICIENT SIZE OR DEPTH TO MAKE THIS CONNECTION IN COMPLIANCE WITH THIS PLAN. 4. THE PLUMBING CONTRACTOR SHALL APPLY AND PAY FOR ALL NECESSARY PERMIT. ARRANGE WITH UTILITY COMPANIES TO CONNECT ALL UTILITY TO SITE. 5. THESE PLAN INDICATE APPROXIMATE EQUIPMENT DIMENSION ONLY. EXACT DIMENSIONS MUST BE OBTAINED FROM THE EQUIPMENT MANUFACTURER. 6. THE PIPING SHOWN ON PLANS 15 SCHEMATIC ONLY. INSTALL PIPING TO SUIT THE STRUCTURAL CONDITIONS. PROVIDE ALL NECESSARY OFFSETS AS REQUIRED. VERIFY WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 1. CONTRACTOR SHALL PROVIDE ALL STOPS, COCKS, VALVES, INDIRECT WASTE LINES, ACCESS PANELS, ETC. TO ASSURE AN APPROVED ACCEPTABLE PLUMBING SYSTEM. PROVIDE AND INSTALL NEW TEES, WYES OR ELLS AT EACH GAS, WATER OR SEWER POINT OF CONNECTION. 8. ALL PLUMBING VENTS THROUGH ROOF SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR THREE (5) FEET ABOVE ANY FRESH AIR INTAKE. 1. HOSE 51555 SHALL BE PROTECTED BY THE APPROVED VACUUM BREAKERS OR NONREMOVABLE TYPE BACKFLOW PREVENTION DEVICES 4 INSTALLED + 12" ABOVE FINISHED FLOOR OR FINISHED GRADE. 10. CLEANOUTS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION-101 AND 111 OF THE UNIFORM PLUMBING CODE. II. INSULATE HW RUNOUTS TO LAVATORIES SPECIFICALLY UNDER LAVATORIES EXPOSED PIPING. SPACE UNDER LAVATORIES SHALL BE FREE OF SHARP OBJECTS TO PREVENT INJURY TO HANDICAPPED. 12. EACH HOT WATER HEATER SHALL HAVE A SHUT -OFF VALVE AND FLEXIBLE WATER CONNECTORS AT BOTH INLET * OUTLET CONNECTIONS, AND SHALL ALSO HAVE A COMBINATION PRESSURE, TEMPERATURE RELIEF VALVE, WITH DISCHARGE PIPED TO FLOOR SINK. 15. SEAL ALL OPENINGS AROUND PIPES PENETRATING THE FIRE RATED WALLS WITH APPROVED FIRE RETARDING MATERIALS. 14. GAS APPLIANCES TO HAVE INTERMITTENT IGNITION DEVICES. 15. INSTALL GA5 VALVES AND FLEXIBLE CONNECTORS AT EACH GAS APPLIANCE PER CODE. 16. NO ABS OR PVC PIPING ALLOWED. 17. ALL SINKS MUST BE EQUIPPED WITH HOT 4 GOLD WATER DISPENSED FROM MIXING FAUCETS. 18. ALL THREADED WATER OUTLETS SHALL HAVE AN APPROVED VACUUM BREAKER PROPERLY INSTALLED. 15. ALL NECESSARY PLUMBING CONNECTIONS TO FIXTURE AND EQUIPMENT TO BE MADE BY THE RESPECTIVE PLUMBING CONTRACTORS: 20. CONTRACTOR TO LABEL ALL FIXTURE UNITS THAT REQUIRE A BACKFLOW PREVENTION DEVICE BY LOCAL CODE. 21. ALL WASTE * GAS VENTS ARE TO BE KEPT 5' FROM PROPERTY LINE, AT POINT OF ROOF PENETRATIONS. 22. PLUMBING FIXTURES SHALL BE AMERICAN STANDARD, KOHLER, OR EQUAL. 25. ALL A/C CONDENSATE LINE TO BE INSTALLED BY PLUMBING CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF CONDENSATE. 24. INSTALL EXPANSION JOINTS IN THE VENT, WASTE, SOIL PIPING, AND EXPANSION LOOPS IN THE WATER AND GAS PIPING AS REQUIRED BY THE LOCAL ADMINISTRA- TIVE AUTHORITY. 25. CONNECTIONS BETWEEN TWO DISSIMILAR METAL PIPES SHALL BE MADE OF WITH DIELECTRIC UNIONS. 26. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK CAREFULLY WITH THE AIR CONDITIONING AND ELECTRICAL CONTRACTORS TO AVOID INTERFERENCES. 21. ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE POSSIBLE, AND ALL EXPOSED PIPING SHALL BE RUN HIGH AS POSSIBLE AND TIGHT TO WALLS. 28. SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE OR PLAN REQUIREMENTS VERIFY WITH ENGINEER WHEN IN DOUBT. 21. PLUMBING CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OP EXISTING UNUSED PLUMBING FIXTURES, PIPING, VALVES, FITTINGS, ETC. PATCH 4 GAP OFF THE EXISTING SYSTEM WHERE IT APPLIES. 50. NO GAS PIPING ALLOWED BELOW SLAB OF INSIDE OF BUILDING. CONSTRUCTION NOTES: CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THIS JOB TO FAMILIARIZE HIMSELF AS TO THE EXTENT OF WORK REQUIRED, AND EXISTING CONDITION, AND SHALL TAKE THESE INTO CONSIDERATION IN THE COST OF MI5 BID. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE UTILITIES BEFORE STARTING TRENCHING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS $ PAYING ALL FEES REQUIRED FOR WORK SHOWN ON THESE DRAWINGS. 4. THE DRAWINGS ARE DIAGRAMMATIC. THE LOCATION OF THE PIPING 15 APPROX. COORDINATE THE LOCATION OF PIPING WITH OTHER TRADES. ANY CONFLICTS WITH OTHER TRADES SHALL BE RESOLVED PRIOR TO INSTALLATION. Quo -onto ilti/14/0 4019 "it RECEIVED CITY OF TUKWILA APR.13 2010 PERMIT CENTER J DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ._J ••I oO CO W a z W Isl U N ■, O W (/) 0 a W N V d � L,J Ii SOUTHCENTER oo CO N- 00 J REVISIONS A HEALTH DEPT. CORRECTIONS 02 /13/10 A - A- GEIREIZAIL NOTES l.NGENCB At4 SHEET NUMBER 1 - X11 - • 14`GFH M. I "GUPT p UNIT ON W TO MAKER FD -I I /2 "GW TO COFFEE MAKER LINE 517E •�� EMERGENC FD -I I "G TO GA5 V AND VALVEFF 50v 4 SUB METER (FOR RED RIBBON) J UNIN 'D 0 0 TO CHICKEN .A (300 GFH) I /2 "GW DN TO WATER FtL LINE SIZE 50V AND ENGY SHUT -OFF ME' ANIGAL VALVE _ off**, Alm I TO RETI-ERMALI (q0 GFH) IIIIIIIIII 1 "HW(q) I -1 /4 "G UNIT ON TO MAKE -UP r (223 GFH) (-r)3 "cW TO STEAM T 3/4 "G TO HO PLATE (55 G a :.l�i 1- I 1!ii;iiu 3 /4GT)0&ROD ' (60 GFH) 5111PIPTIF (286 GFH) E ENGY SHUT -OFF MECH NIGAL VALVE (326 "G O1 j ROOF---- 6A5 METER ON ROOF (FOR RED RIBBON) (200' TDL. FROM METER TO REMOTE OUTLET) 6A5 METER ON ROOF (FOR JOLLIBEE) (200' TD.L. FROM METER TO REMOTE OUTLET) ON TRHU ROOF ,359 GFH) OF Ito —onto WATER & GAS PLAN SCALE: 1 /4 " =1' -0" 4p 4 /4TH' Q043, 44 RECEIVED CITY OF TUKWILA APR 1 "3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 SOUTHCENTER WESTFIELD 00 1372 SOUTHCENTER REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 WATE R 4 GAS SHEET NUMBER TO SODA 5ER THRU GED PRESSURE IPLE BACKPLON TER NNDER COUNTER) FILTER WATER PLAN SCALE: 1 /4 " =1' -0" AA•Q 441941-41%$* /1Q0%/ 1/414/4° RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12 /18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CL W W M (515 C L1J z LJ U 0 (!) 0 W LL (1) SOUTHCENTER MALL N N 00 00 00 J REVISIONS Q HEALTH DEPT. CORRECTIONS 02/13/10 A �t WPItElg SHEET NUMBER 1j I I H 0 110 5/4"CD FROM AC MITI UNIT ON ROOF O 000 H D IIE 1 54"CD 12N TO FLOOR 5 NK IV AIR GAP 14"CD DN TO FL00 INK 141/ AIR GAP • /\ 5/4"CD r UNIT ON RO F5-I CD M AC UNIT 4"W) I H5—I 6 '-E 04ins 0 — 3/ O 000 DO 0 0 0 0 5/4"CD FROM AC UNIT— UNIT ON ROOF 5/4"CD FROM AC UNtT- UNIT ON ROOF 5/4"CD FROM AC UNIT UNIT ON ROOF CD 2"6113) 2'V MIS 4' r- (E)' GIN ROVIDED BY LANDLORD 0 0 FD—I D DN TO FLO WI AR GAF UUU . . /IN 3 0 0 0 0 0 000 0 0 0 0 P.0 C. ELT? VERIFY MGT LOCATION ebtOosarm. 040 TO COMMON GREASE INTERCEPTOR PROVIDED BY LANDLORD (UNDER SEPARATE PERMIT) SZP 4airp 13413.4114cr 14L WASTE & VENT PLAN (I) SCALE: 1 /4"-= 1 , RECEIVED CITY OF TUKVVILA APR 1 3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 1111 00 (C4 INO sr),3 (N Nr) LLJ LLI < (i) 11$ ELD SOUTHCENTER Lj (1) LLJ SOUTHCENTER MALL 00 00 00 0) REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- WASTE 4 VENT PL-paN SHEET NUMBER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 11 1111 11I 0 1372 SOUTHCENTER J REVISIONS L HEALTH DEPT. CORRECTIONS 02/13/10 A — A — ®— DETAILS SHEET NUMBER f 1/2" / TOP OF CONCRETE SLAB 9" _ 1 - GIN - 1 ° 4 7,0 SUPPLY TO FREQUENTLY USED FIXTURE TRAP PRIMER VALVE (IN WALL BEHIND ACCESS PANEL) ° ..° . , . e < , a . 4 e w a f ' 1 5 /8 "DIA REINFORCING ROD LOCATED EVERY 5'-0" ON STRAIGHT RUN OF PIPING AND ONE MAXIMUM OF 4 / n n FOR EACH FITTING •� FLOOR DRAIN Ilk In / I/2" FINISHED FLOOR NOTE: REINFORCING RODS FOR SANITARY, STORM SEWER AND UNDERGROUND WASTE V 1/2" I 1 PIPING WATER UNDERGROUND PIPING SHALL BE SHOP FABRICATED, 1 GLEANED AND UNDERCOATED. FOR RODS EXPOSED BELOW CONCRETE FLOOR. SHOP OR FIELD APPLY TWO (2) COATS OF "KOPPERS" BITUMASTIC NO.50 TO A MINIMUM THICKNESS OF 30 MILS. SOFT COPPER NOTE CONNECT TO FLOOR DRA TRAP PRIMER VALVE AND DISTRIBUTION UNIT PROVIDED W/ 1/2" PRIMER TAP BY PRECISION PLUMBING PRODUCTS INC. OREGON #1 CORROSION RESISTANT BRASS TRAP PRIMER W/ A COPPER RESERVOIR AND A PVC DIAPHRAGM. UNDERGROUND PIPING SUPPORT GO TRAP PRIMER PIPING DETAIL NOT TO SCALE NOT TO SCALE WHERE CLEANOUT 15 CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND IS GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE OP-\ . COLUMN OR PARTITION ON FLOOR PLAN. CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTEN- SION IF REQUIRED. c l l I l I I I l -. , --,1 \ c C 1 1 1 1 1 1 HW SUPPLY 6 lo. GW SUPPLY 3/4" SCREW. C c l l l l I 1 I I p • CONCRETE FLOOR o — _ THERMAL EXPANSION TANK, BY THERM -X -TROL, MODEL 5T -I2. SUPPORT TANK FROM STRUCTURAL MEMBER 4" FLUE VENT THRU ROOF SLAB. C 0 PROVIDE MO WHERE SHOWN ON PLAN 11,....../ WITH APPROVED VENT GAP WALL CLEANOUT NOT TO SCALE V THERMOMETER I, 3/4" PIT RELIEF VALVE STRAP WATER HEATER TO WALL WITH 1 1/2", IS GA STEEL STRAP ANCHOR TO BLDG STUDS WITH 3/8" LAG SCREWS. STRAP @ UPPER I/3 AND LOWER I/3 OF TANK / ' 1 PROVIDE ROUND SECURED NICKEL TOP ,WITH "CO" CAST IN COVER. WITH VARIATIONS SUITABLE FOR MARKER, RECESSED FOR TILE, SCORIATED FLOORS). PROVIDE PLASTIC PLUG GLEAN THE TOP OF EXPOSED FGO MEMBRANE CLAMP BRONZE ADJUSTABLE PROVIDE CLEANOUT TOP FLOOR COVERING (CARPET FOR UNFINISHED IN CAST IRON BODY. AFTER INSTALLATION. FLOOR SLAB ON GRADE 1. UNION (TYP) D LINE SIZE SHUT OFF VALVE (TYP) WATER HEATER A di DRAIN TO FLOOR SINK OR OUTSIDE OF BUILDING _ u /8" NUT 4 BOLT WITH WASHER (TYP) GAS PRESSURE REGULATOR ° v ' - _ AS REQUIRED FOR DEPTH OF SEWER NO HUB CAST IRON PIPE ,1111111 _• G / -vvwp HOSE O— DRAIN BIBB BELOW FLOOR. �� GAS COCK SANITARY OR STORM :1111111' SEWER LINE —DIRT LEG FLEXIBLE CONNECTOR Q �- RECEIVED CITY ®F TUf(VIIILA b to %taw 0 Li 0 APP 13 2010 CENTER WATER HEATER DETAIL FT. FLOOR CLEANOUT APPROVAL Y CI NOT TO SCALE Rt..- i a°a NOT TO SCALE DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 11 1111 11I 0 1372 SOUTHCENTER J REVISIONS L HEALTH DEPT. CORRECTIONS 02/13/10 A — A — ®— DETAILS SHEET NUMBER 0804.20 Jollibee \80420ST0.dwg 0 0 a) rn i 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE B ON GRAD �f a= 4500 PS 3/4 YES PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE (A307) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL (ELECTRODE= E -70xx) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE = E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES -- DURING INSTALLATION GRADING EXCAVATION AND FILLING YES -- DURING EARTH -WORK EXCAVATION, GRADING AND FILLING (SEE SOIL REPORT) 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE SPECIAL INSPECTION AND QUALITY ASSURANCE 1. SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC RESISTANCE. SECTION 1708= STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705= STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK(AS MARKED) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING (SECTION ` 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED FABRICATOR BEARING AND BASE PLATE GROUTING NON - DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION (TABLE 1704.4 AND - SECTION 1704.4) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE, EXCEPT NON- STRUCTURAL CONCRETE SLAB DESIGN MIX CONCRETE CYLINDERS, SLUMP, AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION (SECTION 1704.5) LEVEL 1 SPECIAL INSPECTIONS (TABLE. 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 PIER FOUNDATIONS (SECTION 1704.9) 2.9.1 SPRAYED FIRE RESISTANT; MATERIALS (SECTION 1704.10) 2.9.2 MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (SECTION 1704.11) 2.10 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION ' 1704.12) 2.11 SPECIAL CASES (SECTION 1704.13) REBAR OR BOLT IN EPDXY GROUT HOLD -DOWN SUBSTITUTION IN TENSION ROCK RETAINING WALLS (ROCK PLACEMENT, ROCK SIZE, FOOTING, EMBEDMENT, DRAINAGE, BACKFILL, COMPACTION, FILTER FABRIC, BATTER, SLOPE AND OTHER ITEMS SPECIFIED BY ENGINEER RECORD). EXPANSION ANCHORS, EMBEDDED PLATES MECHANICAL SPLICES 2.12 SMOKE CONTROL SHALL BE APPROVED BY LOCAL FIRE DEPARMENT. (SECTION 1704.14) 2.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1707) STRUCTURAL STEEL (SECTION 1707.2) STRUCTURAL WELDING (SECTION 1707.2) STRUCTURAL WOOD (SECTION 1707.3) FIELD GLUING NAILING, BOLTING, ANCHORING AND FASTENING DRAG STRUTS BRACES HOLD -DOWNS SHEAR WALLS AND DIAPHRAGM NAILING, ANCHORING, BOLTING, ANCHORING AND FASTENING COLD FORMED STEEL FRAMING (SECTION 1707.4) STRUCTURAL RACKS OVER 8 FEET ACCESS FLOORS (SECTION 1707.5)' ARCHITECTURAL COMPONENTS (SECTION 1707.6) EXTERIOR CLADDING INTERIOR AND EXTERIOR NON - BEARING WALLS INTERIOR AND EXTERIOR VENEER MECHANICAL AND ELECTRICAL COMPONENTS (SECTION 1707.7) COMPONENT INSPECTION (SECTION 1707.7.1) COMPONENT ATTACHMENT AND TESTING (SECTION 1707.7.2) COMPONENT MANUFACTURER CERTIFICATION (SECTION 1707.7.3) 2.14 STRUCTURAL TESTING FOR SEISMIC RESISTANCE (SECTION 1708) MASONRY MASONRY LEVEL 1 (SECTION 1708.1 AND TABLE 1708.1.2) MASONRY LEVEL 2 (SECTION 1708.1 AND TABLE 1708.1.4) REINFORCING AND PRESTRESSING STEEL STRUCTURAL STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SEISMIC RESISTANCE TESTING ( SECTION 1708.5) MANUFACTURER'S CERTIFICATE OF COMPLIANCE ON ANCHORAGE INSPECTION OF ANCHORAGES AND LABELS GENERAL NOTES STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO AISC 360. (ALL ROLLED STEEL SECTIONS AND /OR BOLTS MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: ASTM A 992 Fy = 50 KSI FOR I- SHAPES ASTM A 36 Fy __ 36 KSI FOR PLATES AND ANGLES ASTM A 500, GRADE B ASTM A 53, GRADE B F 46 KSI FOR STRUCTURAL TUBING KSI FOR PIES ASTM A 325 TYPE 1,5 FOR HIGH STRENGTH BOLTS ASTM A 563 HEAVY -HEX NUTS ASTM AF436 HARDENED STEEL WASHERS ASTM F1554 GRADE 36 ANCHOR BOLTS 2. WELDING SHALL CONFORM TO ANSI/ AWS D1.1 -92, AND BE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E -70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE OF PINHOLES, POROSITY, UNDER- CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE FULL PENETRATION. 3. WELDS SHALL BE DONE IN THE SHOP OF A "CODE" APPROVED FABRICATOR UNLESS OTHERWISE NOTED ON PLANS. ALL THE FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS- PECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START FABRICATION. FAB- RICATION SHALL CONFORM TO A.I.S.C. SPECIFICATION. 6. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOP LI- CENSED BY THE GOVERNING CITY OR COUNTY. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT APPROVED. 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION. METAL SYS. STUDS (METAL STUD MANUFACTURER'S ASSOCIATION ESR _1229 OR EQUAL APPROVED) 1. ALL METAL STUDS OR JOIST SHALL BE OF THE TYPE, SIZE & GAGE AS SHOWN ON THE PLANS. FOR OTHER INFO. SEE ESR -1229. 2. ALL STUDS, JOISTS AND TRACKS 12, 14, AND 16 GAGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE D, WITH MINIMUM YIELD OF 50,000 PSI. ALL 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING, CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE, AS FOR BRACING, TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 4. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE ATTACHED BY WELDING. DISSIMILAR STUD COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. PREFABRICATED PANELS SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO CAUSE LOCAL DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPLICES SHALL BE USED AT ALL BBUTT JOINTS IN TRACK. SPLICES, IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE FILLET, PLUG BUTT OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL, WELDING SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE STUDS ARE BURNED THROUGH BY WELDING PROVIDE SUITABLE STITCH PLATE. 6. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED NOT TO EXCEED 4' -0" ON CENTERS. ICC -ES REPORTS' 1. EPDXY ANCHOR SYSTEM TO EXISTING CONCRETE a. HILTI -RE 500 -SD ICC -ESR -2322 b. SIMPSON SET -XP ICC -ESR -2508 c. #4 (E) =5" #5 (E) =9" #6 (E) =9" #7 (E) =9" #8 (E) =10" 2. EPDXY ANCHOR SYSTEM TO EXISTING MASONRY WALL a. HILTI -HY 150 ICC -ESR -2678 b. SIMPSON SET ICC -ESR -1772 c. #4 OR 1/2"0 ALL THREADED E =5" #5 OR 5/8 "0 ALL THREADED E =5" #6 OR 3/4 "0 ALL THREADED E =6" 3. SHOT PIN: a. SHOT PIN TO GROUND FLOOR HILT. PNEUMATIC SHOT PIN .145 DIA. 1" EMBED b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILTI SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 ICC -ESR -1663 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT TZ ANCHOR: ESR -1917 SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. SOIL REPORT SHALL BE PART OF THIS NOTES. PRIOR TO THE POURING OF CONCRETE, THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING INS- PECTOR. 2. SOIL REPORT BY: NONE 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPERVI- SION AND INSPECTION. 4. TYPE OF FOOTING - -- EXISTING 18" DIA. PILE CAPACITY 60T. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL 1'0 TRENCH FROM THE TRENCH MUST BE AT THE SAME ELEVA- TION AS BOTTOM OF TRENCH. PROVIDE 16" X 16" CONCRETE PEDESTAL, POUR WITH FOOTING 4 - #6 VERTICAL BARS WITH #3 TIES AT 12" 0.C. 3 #3 TIES AT 3" O.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 #6 x 16' -0" LONG BARS AT BOTTOM. CENTER BARS ON TRENCH. VERIFY ALL CONDITIONS IN FIELD. 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 10. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING PLAN. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER- MEDIATE GRADE CONFORMING TO ASTM SPECIFICATION: A615 GRADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE 6X6 W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING TO ASTM SPECIFICATION A185. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR DIAMETERS IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS, SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04 %. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS - -- SEE SOIL REPORT. 2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT /ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4" U.N.O. USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. E SLAB, GRADE BEAM & PILE CAP : 4000 PSI N GROUND FLR. SLAB : 4500 PSI © 28 DAY N CONC. CURB AT GROUND FLR. : 3000 PSI © 28 DAY 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT PER CUBIC YARD AS FOLLOWS U.N.O.: 3000 PSI - 470 4000 PSI - 564 5000 PSI 611 4. ALL CONCRETE SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO AS FOLLOWS: COMPRESSIVE NON AIR STRENGTH ENTRAINED AIR ENTRAINED 3000 PSI 4000 PSI 5000 PSI 0.55 0.50 0.45 0.50 0.45 0.40 5. PROVIDE 6" (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT CONTENT SHALL BE BASED ON THE MAXIMUM SIZE OF AGGREGATE AS FOLLOWS: MAX. SIZE OF AGGREGATE IN INCHES CEMENT LB. PER CUBIC YARD 1 1/2 470# 1 520# 3/4 540# 1/2 590# 7. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. 8. VIBRATION OF CONCRETE ` SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 9. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ABBREVIATIONS ABV. B. BEL. B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. 0.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D. T.O.S. = T.O.SH. T.O.ST. V.I.F. ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING ON CENTER TOP TOP AND BOTTOM TOP OF FOOTING TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF STEEL VERIFY IN FIELD CODE 2006 IBC GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 4. ALL WORK SHALL CONFORM , TO THE MINIMUN STANDARDS OF THE FOLLOWING CODES: THE 2006 INTERNATIONAL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF DOORS AND WINDOW OPENINGS. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON - BEARING PARTITIONS. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. DIMENSIONS HOT SHOWN ON THE STRUCTURAL DRAWINGS. CEILING ASSEMBLIES. EXTERIOR WALL ASSEMBLIES. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED, TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, ' POCKETS, -ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS. 10. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST. APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 11. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED INMEDIATELLY. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. ` THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF 1 BLUELINE SET AND 1 SEPIA SET. DESIGN LOADS A. WIND DESIGN DATA 1. BASIC WIND SPEED (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR 3. WIND EXPOSURE Vas= 85` MPH Iw = 1.0 C 4. OCCUPANCY CATEGORY 11 5. DETERMINATION OF WIND LOAD USE METHOD I - SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') B. EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR I E:.. ='1.0 .....:....... .. SEISMIC USE GROUP. 11 2. MAPPED SPECTRAL RESPONSE ACCELERATION 3. SITE CLASS SS = 1.419 S1 = 0.485 D 4. SPECTRAL RESPONSE COEFFICIENTS Sos= 0.946 s 5. SEISMIC DESIGN CATEGORY C. ROOF LIVE LOAD 25 PSF SNOW CITY APR 132010 PERMITC 0 IEWED FOR DE COMPLIANCE APPROVED MAY 172010 City of Tukwila BUILDING DIVISION INCOMPLETE LTR# Th04-01-P DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z -21 0 On ni CI LLD 0 D V) 0 I CE WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS n- A - A- NOTES SHEET NUMBER 0 co 0 _, ANF PLOTDATE: 0804 \10804.20 Jollibee \80420ST1.dwg z is cV (E) #4 0 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) REBAR BENT UP 0 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). ` LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CHEEP OUT DETAIL (E) TOP REBAR SEE EXIST'G. DRWS. f k t`1 0 1 I 1 ®oA' ��' ° 11 1.- F..1 s�®tv - � i � I+` 7111•7:411■47414111:111 1 ;1 ti ii 11 VVVVVI 1;.1 e E,1 0 rdsrarms 1'1 ® I 1l i:1 [: 1 1 k 1 , kl W NORT 4' -0" (U.N.0.) „___ © k.1 NORT 4' -0" (U.N.O.) W / f 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) REBAR BENT UP 0 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). ` LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CHEEP OUT DETAIL (E) TOP REBAR SEE EXIST'G. DRWS. 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 02 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II 11 ■ (E) REBAR BENT UP EQ. EQ. 30 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CHEEP OUT DETAIL 5" E —W DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING 0 (N) LENTON LOCK REBAR SPLICING 30 (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING 05 (N) 9 1/2" SLAB f'c =4500 PSI 12" 12" 12" 12" i 4 N -S DIRECTION BAR ®COFSLAB N —S DIRECTION T &B BAR © C OF SLAB 0 CHEEP OUT (E) CONC. 16 "x16" 02 CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) 03 FLOOR SINK SEE PLUMBING & ARCH'L. DWG. ® ADD 4 - #5 x3' -0" TOP E.W. 0 (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI 06 (N) #5 x 13" DOWEL 2'-9" 16"x16" MAX. II 3'- 6 "x3' -6" FOR:12 "SQ. & 7" DIA. 0 SEE, ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1/4 "x25GA. 08" O.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3/-. 02 PL.4"WIDEx 12 "LONGx20GA. 03 (E) CONC. SLAB ® (N) 6" CONC. CURB SEE ARCH'L. 05 3/4 "x24 "GA. METAL STRAPS OR WATER HEATER SEISMIC STRAPS APPROVED BY OFFICE OF STATE ARCH'L. INSTALL ONE STRAP WITHIN THE TOP 1/3 OF THE WATER HEATER UNIT AND ONE AT THE BOTTOM 1/3. ® WATER HEATER BY OTHER 0 WATER HEATER CONTROL 0 WATER TIGHT PAN PER ARCH'L 09 (N) #4 DOWELS x 8" CO EA. CORNER 10 (N) #4 REBAR CONT. 0-i- NOTE: USE SIMPSON 'SET -XP' EPDXY TO CONCRETE (ESR -2508) SPECIAL INSPECTION REQUIRED TYP FLOOR SINK CONC. CHEEP OUT WATER HEATER PLATFORM DETAIL INFILL DETAIL 11 (E) BRICK VENEER 0 (E) METAL TRACK 03 (E) 6 "x16GA METAL STUD 0 16" O.C. (N) O 1 W/ 2-5/8" IA. EPDXY BOLTS 0 (N) TS6x4x3/16 COLUMN 06 (N) 1 5/8 "x6 "x16GA FULL HT. USE HILTI 0.145" DIA. 'X -CR' SHOT PIN 0 24" O.C. (ESR -1663) TO (N) TS COL. 07 (E) SLAB 08 (E) SIDEWALK SLAB 0 (E) FOOTING © 3x NAILER W/ 5/8"0" WELD STUD (C.S.) 0 24" O.C. NOTE: USE SIMPSON 'SET -XP' (ESR- 2508) FOR EPDXY TO CONCRETE, SPECIAL INSPECTION REQUIRED. 0 0 0 1 1/2" 1 PLAN VIEW NEW OPEN'G. 0 /2" 3/16" Pr 3 SIDES SECTION A -A 0 2 -3 5/8"x1 1/4"x25GA. ©8" O.C. W / #8 SCREWS ®9" O.C. WHERE WATER HEATER OCCURS. 02 PL.4 "WIDEx12 "LONGx20GA. W/2 - #8 SCREWS TO STUD (8 SCREWS TOTAL) 03 1/4"0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP T L J DETAIL 01 X -RAY TO FIND (E) REBAR 02 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Turila BUILDING DIVISION bto-a-oisto airy APR 13 2010 PERMIT CE CONC. CHEEP OUT DETAIL (N) TS COLUMN TO (E) FOOTING CONN. FOR NEW 3" DIA. FLOOR D RAI N DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 s• I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS A - A- DE AILS SHEET NUMBER 0 0 co 0 0 f k 1 bi 11 F..1 - � i � I+` 1 ;1 ii _ ismardiem* 110 1k'' rdsrarms ® I 1l 0 [: �� O 1 k kl W NORT 4' -0" (U.N.0.) 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 02 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP II 11 ■ (E) REBAR BENT UP EQ. EQ. 30 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CHEEP OUT DETAIL 5" E —W DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING 0 (N) LENTON LOCK REBAR SPLICING 30 (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING 05 (N) 9 1/2" SLAB f'c =4500 PSI 12" 12" 12" 12" i 4 N -S DIRECTION BAR ®COFSLAB N —S DIRECTION T &B BAR © C OF SLAB 0 CHEEP OUT (E) CONC. 16 "x16" 02 CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) 03 FLOOR SINK SEE PLUMBING & ARCH'L. DWG. ® ADD 4 - #5 x3' -0" TOP E.W. 0 (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI 06 (N) #5 x 13" DOWEL 2'-9" 16"x16" MAX. II 3'- 6 "x3' -6" FOR:12 "SQ. & 7" DIA. 0 SEE, ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1/4 "x25GA. 08" O.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3/-. 02 PL.4"WIDEx 12 "LONGx20GA. 03 (E) CONC. SLAB ® (N) 6" CONC. CURB SEE ARCH'L. 05 3/4 "x24 "GA. METAL STRAPS OR WATER HEATER SEISMIC STRAPS APPROVED BY OFFICE OF STATE ARCH'L. INSTALL ONE STRAP WITHIN THE TOP 1/3 OF THE WATER HEATER UNIT AND ONE AT THE BOTTOM 1/3. ® WATER HEATER BY OTHER 0 WATER HEATER CONTROL 0 WATER TIGHT PAN PER ARCH'L 09 (N) #4 DOWELS x 8" CO EA. CORNER 10 (N) #4 REBAR CONT. 0-i- NOTE: USE SIMPSON 'SET -XP' EPDXY TO CONCRETE (ESR -2508) SPECIAL INSPECTION REQUIRED TYP FLOOR SINK CONC. CHEEP OUT WATER HEATER PLATFORM DETAIL INFILL DETAIL 11 (E) BRICK VENEER 0 (E) METAL TRACK 03 (E) 6 "x16GA METAL STUD 0 16" O.C. (N) O 1 W/ 2-5/8" IA. EPDXY BOLTS 0 (N) TS6x4x3/16 COLUMN 06 (N) 1 5/8 "x6 "x16GA FULL HT. USE HILTI 0.145" DIA. 'X -CR' SHOT PIN 0 24" O.C. (ESR -1663) TO (N) TS COL. 07 (E) SLAB 08 (E) SIDEWALK SLAB 0 (E) FOOTING © 3x NAILER W/ 5/8"0" WELD STUD (C.S.) 0 24" O.C. NOTE: USE SIMPSON 'SET -XP' (ESR- 2508) FOR EPDXY TO CONCRETE, SPECIAL INSPECTION REQUIRED. 0 0 0 1 1/2" 1 PLAN VIEW NEW OPEN'G. 0 /2" 3/16" Pr 3 SIDES SECTION A -A 0 2 -3 5/8"x1 1/4"x25GA. ©8" O.C. W / #8 SCREWS ®9" O.C. WHERE WATER HEATER OCCURS. 02 PL.4 "WIDEx12 "LONGx20GA. W/2 - #8 SCREWS TO STUD (8 SCREWS TOTAL) 03 1/4"0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP T L J DETAIL 01 X -RAY TO FIND (E) REBAR 02 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Turila BUILDING DIVISION bto-a-oisto airy APR 13 2010 PERMIT CE CONC. CHEEP OUT DETAIL (N) TS COLUMN TO (E) FOOTING CONN. FOR NEW 3" DIA. FLOOR D RAI N DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 s• I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS A - A- DE AILS SHEET NUMBER 0 0 co 0 0 User: userl ; J: \10804 \10804.20 Jollibee \80420ST2.dwg BM. OR TRUSS SUPPORT (MAX. 8' -0" O.C.) C6x8.2 B MIPS 4 "x4 "x 1 /4" PL. TYP TYP /16"...V OPENING C6x8.2 OPENING WIDTH SUPPORT UP TO 2' -0" L2x2x1/4 2' -1" TO 4' -0" L3x3x1/4 4' -0" TO 6' -0" L4x4x 1 /4 6' -1 " TO 8' -0" C6x8.2 OVER 8' -0" SEE PLAN (N) PL. 1OGA. PL. x4" LONG ® 12" O.C. AT OPEN'G. (E) ROOF PL. WIDE DECK V.I.F. B —B NOTE: 1. VERIFY THE SIZE AND LOCATION OF OPENINGS WITH MECHANICAL MANUFACTURER AND MECHANICAL CONTRACTOR 2. PROVIDE 5/8" DIA. PUDDLE WELD 0 12" O.C. FOR (E) DECK TO STEEL SUPPORT OPEN'G, ®1 MECH UNIT SEE MECHANICAL PLANS 22 MECHANICAL UNIT MOUNTING BRACKET BY MANUF. ®3 HILTI KWIK -PRO 1/41'0 SELF TAPPING SCREW 0 24" O.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. AT JOISTS ® TS4x4xY4" FRAME ALL AROUND © (E) METAL DECK'G SEE PLAN 0 (E) MTL. JOISTS SEE PLAN 4 # ,.'III TIM, 1 1 111 T �\ TYP. STL. DECK 09.DWG OPEN'G FRAMING MECH. UNIT PLATFORM DETAIL 0 TS BEAM, SEE PLAN FOR SIZE ®2 TS COL., SEE PLAN FOR SIZE & LOC. ®3 3x NAILER W/ 5/8" DIA. WELD STUD (C.S.) 0 24" O.C. P 1/4" TO TRUSS 3/16" ®1 MECH. UNIT SEE MECHANICAL PLANS 22 MECH. UNIT MOUNTING BRACKET BY MANUF. ®3 HILTI KWIK PRO1 /4 "0 SELF TAPPING SCREW 0 24" 0.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. TYP ® TS4x4xY4 FRAME WELD ALL ENDS © (E) METAL DECK'G SEE PLAN 0 (E) MTL. JOISTS SEE PLAN L ** 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP -F) CORNER HANGING ANGLE DETAIL 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE- PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP -F) MIDDLE HANGING ANGLE DETAIL NOTES: 1. FOR ADDITIONAL INFORMATION SEE ARCH'L. & MECHANICAL DRAWINGS. 2. FOR ROOF CONN. USE DETAIL SEE 4/ -, & 8/- TYP. TS BM. TO TS. COL. 0808.DWG MECH. UNIT PLATFORM DETAIL l• I TYP HOOD CONN. DET. • SAW CUT (E) BRICK VENEER AND SLAT IN (N) 1/4" BENT PLATE x 14" LONG x 9" INTO (E) BRICK VENEER. 2. INSTALL NEW METAL STUD BLOCKING & BRACING TO WALL AND PROVIDE TEMPORAY SHORING FOR EXISTING METAL STUD WALL. 3. CUT EXISTING METAL STUD WALL AS REQUIRED. 4. INSTALL NEW TS HEADER AND COLUMN. 5. REMOVE EXISTING BRICK VENEER FOR NEW OPENING. 6. PROVIDE NEW 1/4" BENT PLATE x ( 1 1/2" 4 3/8" 3/16" (N) PL. TO (E) STL. JOIST NOTE: SEE DETAIL 16/ FOR INSTALLATION PROCEDURE N SOFFIT LINE SEE ARCH L. (N) OPEN'G. ELEV. PER ARCH'L. O (E) ROOF DECK ® (E) STEEL JOIST SEE PLAN ®3 (E) 6 "x16GA METAL STUD 0 16" O.C. ® (N) 5 "x5 "x1/4" PLATE 0 (N) 1 5/8 "x6 "x18GA METAL STUD 0 48" O.C. W/ 4 - #10 SCREW EA. END TYP © (N) 1 5/8 "x6 "x18GA CONT. W/ 3 - #10 SCREWS TO EA. BRACE 0 (N) 16GA METAL STUD BLK'G. ® CUT (E) METAL STUD & PROVIDE TEMPORARY SHORING AS REQ'D. BENT PL. TO\ TS BEAM TYP% 3 -12 0 (N) TS8x6x3/16 HEADER SEE DET. 10/- FOR TS BM. /TS POST CONN. ()CUT (E) BRICK VENEER PER ARCH'L.. PROVIDE (N) BENT 1/4" PLATE x14" LG. x O 16" O.C. 11 (E) METAL STUD SOFFIT FRAMING (V.I.F.) 12 (E) 3 5/8" THK. BRICK VENEER 13 (N) BENT 1/4" PLATE x ( 1 1/2" CONT. 14 (N) 14GA CLIP ANGLE. PROVIDE 3 - #10 SCREWS TO EA. SIDE & 1 /8" FILLET WELD TO (N) TS ; BEAM 15 (E) #9 GALV. TIE WIRES 0 12" 0.C. HORIZ. & 16" 0.C. VERT. ®1 (E) ROOF METAL DECK O (E) STEEL JOIST, SEE PLAN ®3 1/2'10 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. ®(N) P1001 UNISTRUT CHANNEL SEE PLAN ® FOR HOOD CONNECTION TYP. SEE DET. 2/- ® KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. ®7 3/32"DIA. AIRCRAFT CABLE EACH DIRECTION TYP ® CL'G. LINE FOR FINISH SEE ARCH'L. ®9 TYP CLAMP PER UNISTRUT MFG. 0 (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN ®3 1/2 "0 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. ® FOR HOOD CONNECTION TYP. SEE DET. 2/ ®5 KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. ® 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP 0 CL'G. LINE FOR FINISH SEE ARCH'L. ® (E) STEEL BEAM SEE PLAN EWED FOR E COMPLIANCE APPROVED MAY 17 2010 City of Tukwila...~ BUILDING DIVISION t(O*tO4O CIA APR 13 2010 PERMIT INSTALLATION PROCEDURE (N) EXTERIOR WALL OPENING HOOD DETAIL AT ROOF HOOD DETAIL TO STL BEAM AT ROOF DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z m < Cj W Z � UJ 1.4 LLD GK Z 0- LIJ Q/7 CO LEI � M M CO uJ 00 CO QD 3> N I CE WER ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1-19-2011 REVISIONS A- DET4I SHEET NUMBER 0 0 co 0 0 0 J 12' -0" 7 7' -0" 1 15' -0" 4 4' -6" 1 19' -6" 2 24' -0" 20' -2" /' o ; • o� .a o CD m 1 x G G GO �.... t. E , :. W , 1 , EN .. i r $ ...a ££ . ` y ®® (E) #6x2 '-O" 0 © 36" 0.C. BOTTOM 1. < # 1 ` C \ I ® _ 16 o Y .l i - TM m I i= P 1 VFW I > ? ® \ (E) #6x19'-0" w ,.© 36" O:C. 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ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL /STRUCTURAL ENGINEER. NOTES N E1 'VAPID 0 0 N D10 -040 F.8 enV APR 1 3 2010 PERMIT CE COREVIEWED FOR COMPLIANCE APPROVED MAY 17 2010 City of TukWjla BUILDING DIVISION DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635- 5696 FAX: (817) 635 -5699 Z fl On 00 0 LL 91 NO 0) I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS • l - POUIDA1 I oil SHEET NUMBER SCALE 1/4 " =1'- 0 0 L a FOUNDATION PLAN NOTES; 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON UNDERGROUND PIPING. ALL WORK SHALL CONFORM TO CITY, STATE, AND FEDERAL REGULATIONS. 2. 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