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Permit D10-039 - WESTFIELD SOUTHCENTER MALL - CHOWKING / TOKYO TOKYO - TENANT IMPROVEMENT
CHOWKING/TOKYO TOKYO 1379 SOUTHCENTER MALI. D1O-039 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.: D10-039 Occupant /Tenant: CHOWKING /TOKYO TOKYO Building Address: 1379/1383 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: A -2 Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 215 000 BUILDING OF CIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City tf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1379 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-039 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 Tenant: Name: CHOWKING /TOKYO TOKYO Address: 1379 SOUTHCENTER MALL , TUKWILA 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 Value of Construction: $250,000.00 Fees Collected: $4,475.01 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0004 * *continued on next page ** doc: IBC -7/07 D10 -039 Printed: 05 -25 -2010 C • • City of 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.tukwila.wa.us Permit Number: D10-039 Issue Date: 05/25/2010 Permit Expires On: 11/21/2010 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: 6sintw I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pert work. I am authorized to sign and obtain this development permit. Signature: Date: 0757-10 Print Name: (4n1 V`erocS This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10 -039 Printed: 05 -25 -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 1379 SOUTHCENTER MALL TUKW CHOWKING /TOKYO TOKYO Permit Number: Status: Applied Date: Issue Date: D10-039 ISSUED 02/11/2010 05/25/2010 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: 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 doc: Cond -10/06 D10 -039 Printed: 05 -25 -2010 • �J�vJ1�A wqs 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 work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 15: 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. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: 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. 18: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 19: Masonry construction shall be special inspected. 20: 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. 21: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 22: 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. 23: Manufacturers installation instructions shall be available on the job site at the time of inspection. 24: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 25: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 26: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 27: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 28: 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. 29: ** *FIRE DEPARTMENT CONDITIONS * ** 30: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond-10/06 D10 -039 Printed: 05 -25 -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 31: 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) 32: 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 m accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 33: 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) 34: Extinguishers shall be located m 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) 35: 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) 36: 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) 37: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 38: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 39: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 40: 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) 41: Each door in a means of egress from art 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) 42: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 43: 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) doc: Cond -10/06 D10 -039 Printed: 05 -25 -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 44: 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) 45: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 46: 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) 47: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 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 cannot be readily changed. (IFC 1011.5.1) 48: 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) 49: 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. 50: 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) 51: 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) 52: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 53: 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) 54: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 55: 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 MAIN MALL FIRE ALRAM CONTROL PANEL.) 56: Emergency voice evac also required. doc: Cond -10/06 D10 -039 Printed: 05 -25 -2010 • City of Tukwila �Z 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 • 57: MAINTAIN EXISTING SMOKE DETECTORS AND OPERATIONS OF EXISTING MALL SMOKE CONTROL SYSTEM 58: Local U.L. central station supervision is required. (City Ordinance #2051) 59: 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) 60: 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) 61: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 62: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 63: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 64: 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) 65: 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.) 66: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 67: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 68: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 69: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 70: The (2) two trash compactors depicted on plan sheet T1.1 shall be placed on a pad with an inlet tied to the grease inteceptor. This requrement shall be addressed with a revision to the site utility/grease interceptor permit PW 10 -050 per Patrick Burns 5/19/2010 e-mail to Public Works. * *continued on next page ** doc: Cond -10/06 D10 -039 Printed: 05 -25 -2010 • • C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-43 1 -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: C.^ ( doc: Cond -10/06 D10 -039 Printed: 05 -25 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www.ci.tulnvila.wa.us Building Permit No. 16' 3 7 Mechanical Permit No. tik 10 _ 0 f q Plumbing /Gas Permit No. 1)C I'D O Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION 13 Site Address: 30u /he f1P/ � 1� Tenant Name: ChOlt t ! /� / OA )en 70-46 New Tenant: g3 Yes 0.. No 5 y Property Owners Name: Mailing Address: King Co Assessor's Tax No.: qt)-% l 001 6 Suite Number:.3i2 Floor: City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Ti C l y EusSe/ Mailing Address: 71/ i/. r:e. /( /,F+r RV Day Telephone(f' /%> 4P-3S " 54. /96 d4{ I I. /u4`d N 7J' 760/2 City State Zip E -Mail Address: Fax Number(j7) 635 - 54,7 GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 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 Architect of Record Company Name: Cor71/4 c/ /��U ✓1�"nri /� AtChi /--L 0:- - -j-'' / Mailing Address: 71/ k/. - %f./L/- 'r /�Q'. 74r lltNg 4-t ) / i( 7 , 1 Z Cit}kj State Zip %,V; �. j , U S 7)635 — 5G 9' Contact Person: (.� S tpi � Day Telephone( E -Mail Address: Fax.Number:(0GG /7> 4,35 - (56 1r9 ENGINEER OF RICORD - All plaits must be wet stumped by Engineer of Record Company Name: .DON 7? i&I (ciN(5U/ k/V Mailing Address: (05S - Z.Spor+ 174 r Contact Person: 1:70/.1 1 /44 dO 6✓ape.v1 N e.. IX 76061 1 City State Zip Day Telephone( J7)1 /O - 28 E -Mail Address: Fax Number: HAApplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application. doc Revised 1 -2009 bh Page 1 of 6 BUILDING PERMIT INFORM _ ON = 206=431• =3670. Valuation of Project (contractor's bid price): $ 2�GOOD Scope of Work (please provide detailed information): /,(/ /A/ cf � I�tl`Aj 1141/ Existing Building Valuation: $ �o e G ✓' -ra uretw-�- 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 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 live -s 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 )4 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H'\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application. doc Revised' 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to, , Existing Stu -aute 1 ' . ' . •New -, ' •r 'Type of : Construction. per,' r . , :. IBC ". }.:. s ' • TYpe of ., ' . Occupancy per IBC : ' l st Floor 2"d Floor •' 3rd Floor Floors •: 'thru . "Basement Accessory Struc9tuie'' ,.. ' .•:Atta"ohed'Garage • ' Detached °Garage; : Attab- hed.Carport . 'Detache &Carport : . Cornered 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 live -s 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 )4 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H'\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application. doc Revised' 1 -2009 bh Page 2 of 6 BUILDING PERMIT INFORMA i iON - 206 - 43.1 -3670 ck /TT Valuation of Project (contractor's bid price): $ �—r°.L.Q9 Scope of Work (please provide detailed information): / /(1 /AIsioI aj S AAA Existing Building Valuation: $ - r r i v f 7 / . o r G ' ✓'-e: -4- z urq - Will there be new rack storage? Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1st Floor' 2nd Floor Interior! Remodel Addition to Existing Structure TYpe Construction per IBC life 1 \ -� Type of Occupancy per IBC . - 2 3rd Floor Floors thru, Basement Accessory Structure* 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 Af No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will ere 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 Safe ata 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. H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application doc Revised: 1-2009 bh Page 2 of 6 Pi vilfi • iPUB,IC WORKS PERMIT INFORMATION — 206 - 433 =0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO # WO# WO# Private ❑ Private ❑ ❑...Deduct Water Meter Size If FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications \Forms - Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1-2009 bh Page 3 of 6 MECHANICAL PERMIT' INFO 1ATION - 206 - 431 -3670. MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 'C.) 000 Scope of Work (please provide detailed information): '-) F W /tr.} / c )( AA-us ' A - / %'yI /41h q ) AnAie F i.-' A-0- Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... [ Replacement .... ❑ Fuel Type: Electric Gas ....114 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP/1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind H 1Applicationsi corms. Applications On Line12009 Applications11-2009 - Permit Application.doc Revised: 1.2009 bh Page 4 of 6 r• •,PLUMBING ANDGAS PIPIN PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 1 JUDO ,1 Scope of Work (please provide detailed information): (h l e 47 t i ) ua }1 Y i St NiC) c oir SJN�- 12-e /G)/v) Building Use (per Int'1 Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: '• Qty • Fixture T Type: Qty 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 1 Wash fountain Receptor, indirect waste Sinks Urinals Water Closet I Building sewer and each trailer park sewer Rain water system - per drain (inside building) Water heater and/or vent 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 atmospheric -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 `'t-A r 'z 1 R I H:\Applications\Forms- Applications On-Line \2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 • • PERMIT APPLICATION NOTES Applicable to :all "permits ><n�th>tspphcaton4,w 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 1 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 OWN )QR AUTHORIZED AGENT: Signature: V.� Date: 2/ ttpo Print Name: (L/t11firp) Day Telephone: V r 86Z (vfn Mailing Address: 7 Safict-k - ti 55An-ti P 92,14/] City State Zip Date Application Accepted: a_-1 1- to Date Application Expires: 8 -<<-co Staff Initials: HAApplications\Fonns- Applications On Une.2009 Applications11- 2009 - Permit Applicahon.doc Revised- 1 -2009 bh Page 6 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 1379 SOUTHCENTER MALL TUKW CHOWKING /TOKYO TOKYO RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)10-039 ISSUED 02/11/2010 05/25/2010 Receipt No.: R10 -01372 Initials: BLH User ID: ADMIN Payee: Payment Amount: $378.00 Payment Date: 07/21/2010 12:44 PM Balance: $0.00 ALAN REEVES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 000000 378.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $378.00 378.00 Pi\YMENT FrFIVFP doc: Receiot -06 Printed: 07 -21 -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: D10-039 Address: 1379 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2010 Applicant: CHOWKING /TOKYO TOKYO Issue Date: Receipt No.: R10 -00875 Initials: User ID: Payee: WER 1655 Payment Amount: $2,713.90 Payment Date: 05/19/2010 01:05 PM Balance: $0.00 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: D10-039 Address: 1379 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2010 Applicant: CHOWKING /TOKYO TOKYO Issue Date: Receipt No.: R10 -00241 Payment Amount: $1,761.11 Initials: WER Payment Date: 02/11/2010 11:50 AM User ID: 1655 Balance: $2,713.90 Payee: GARY WANG & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9327 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 d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -36; Project: kV 0 Type of inspection: t Address: ✓dt i , i Date Called: Special Instructions: C........._ Date Wanted: a.m. Requester: Phone7: 31 ( 5 e 4 , Approved per applicable codes. El Corrections required prior to approval. COMMENTS: o�1 t Rl l iz)v4c(— vvi‘A (3-1A4i. le-f/ 1---TNiett .c c.0 Ins _t_ 1 .c= am,.. ,r Date: 7- Z4 —/D FA $61.00 REINSPECTION F REQUIRED. Pr or to inspection, fee must be p: id at 6300 Southcenter lvd., Suite 100 Call to schedule reinspection. e eipt No.: Date: _ — shlafara s... na u.40.; menzt 14.amst .A ag 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: / C7/7 /ili»(6 %oi( 2 /d,tND Type of Ins action: /� d✓�/ etn.o/Gf•y L /9kii;.,9 — 4,o, /eve, Address: ,.... /37 n1i-if Called: Iry -61_, S -, hr',ds -- naa /zA. Special Instructions: Date Wanted: -7 -z2 -/o a.m. e Requester: 5 7 4,-,�= �j ii ee Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. •r•—, COMMENTS: 70.4. etn.o/Gf•y L /9kii;.,9 — 4,o, /eve, J f-A) rf dL/.•, '71 % /- ti -y / - stj,.,i. c, Iry -61_, S -, hr',ds -- naa /zA. ,.1 j m a'y, -'7 Oe1iwo.,Ioy 7 0 5 7 4,-,�= �j ii ee t�n/l - ✓Ne[, Y �0 Inspecj u r: Date: 1 -2a —JO p 6 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec'-ipt No.: Date: -__. - __,:aaa s`�'a.Q,• - - _..... - e.y,.th,,.-...e- ..dilAlbetwOftb GA R.wEi.s&tnes Remus._ --ib _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .L /o -D 35 Project: 0/1/CW /NG /T�+O Text y0 Type of Inspection:, F/A1/4 /--C A.0+ i iv, - A, P live c. r Address: /,379 ni it9 1l Date Called: ,} Special Instructions: Date Wanted: 7— 2 2 - /0 (ism p.m. Requester: Cie,-It fa'v.':t/.".. F /vc ✓ - AJatg41:w,.' Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /--C A.0+ i iv, - A, P live c. r r ..42J.Ve.. - 0/, o' - .vFfv-(<dI ,} 69 re ‘g z...'9 A i ` 5 -- iV 1. 1 . j,)( Le -W r/0„., �t_t L.9J - . F�� t/ ✓ F (T ✓;o '7! f .tint.^/i �+ "Y Cie,-It fa'v.':t/.".. F /vc ✓ - AJatg41:w,.' Inspector: Date:. 7- 22 -/b 0.00 REINSPECTIONfEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcent�drr Blvd., Suite 100. Call to schedule reinspection. Receipt,No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 0 NoW'cin/G /. Dave Td/evG Type of Inspection: &-.'4 if4Get.V l/ Li4Arr,Ar Address: /379 /i7P9 // Date Called: Special Instructions: Date Wanted: 7 za /0 Requester: Phone No: 9/4 --3/6. — 5-6 Y l Approved per applicable codes. 6 IgiCorrections required prior to approval. Q COMMENTS: 0 r', /(- P/ sr-r--z v-I Z101-1-- .4/c1,40ej 1 Inspector 04.0-, Dq - / _`22r I () $ 0.0 REINSPECTION FE REQUIRE C% Prior to inspection, fee must be p id t 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Recei't 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 o`©39 PERMIT NO. Proj t: dwr.1 � i k o Type of Inspection: s44s �.. -k c�.l,4-6 Address: / roil Sc. itk I Date Called Special Instructions: l / Date Wanted: -PO —(3 `pmm.. Requester: Phone (C, -31(0- J (D 4 f Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2. p/. 0.,#. D.0 0.A. .xa 4 - wire ,( e 0,k Inspector: Date $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProjectS: (i/2044fii, vta, 041d 7dx ?1' Type of Inspection: / } .52AS , fe-�l ;17n/c Address: /375 /97 09 // / Called: Special structions: Date Wanted: 74 /5--/e) calm:, p.m. Requester,: L. -,hvnl Phone No: 1 9/G ti- 3/( -��y/ „ JJ Approved per applica ns required prior to approval. c. , COMMENTS: I. ` 6 A'lph tfAhi / — Q h — %��N _Aise441 _ a6Alf" s L. -,hvnl ,. „ 441 /, fri . d Ps'a,A/( /, toe ,1'") . , eciortitiii‘m-i (Wei/ - •C I.�, • t i(Z Inspecto 0.1 I REINSPECTION F aid -t 6300 Southcenter Blvd., UIRED.'PFior to inspection, fee must be uite 100. Call to schedule reinspection. e • No.: Date: INSPECTION RECORD O 039 Retain a copy with permit NO. PERMIT NO. CI OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PGA ai,-)k AJGIToX VA Type o ?rQcti , /' G Address: � AAA- A �T - I 1319 C ,/ '" ti t Date Called: Special Instructions: C�t1 9 ( -(0 Date Wanted: a.m. C�--2t -(v a Requester: Phone No: 31 (0 - 5-(91 r Approved per applicable codes. Corrections required prior to approval. 6 COMMENTS: (� - I) 1-k /A L..-J ARP — C.;NPQe . r Inspecto Date: C, -z • $6 1.00 ` EINSPECTION FEE REQUIRED. Pr or to inspection, fee must be pa d at 6300 Southcenter Blvc., Suite 100. Call to schedule reinspection. Receipt 'o.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ``o 631 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type Inspection: Address j S C f, ( �/( Date Called: Special Instructions: 6 4i3 3—of.# — Date Wanted: / - m lJ '"ZS't3 p.m. Requester: Phone I q l� —3 ( o —..5 4 0 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: ":2..'___ M +to ( AN i, A ( -,i,,,, In _:,„j - J e(d II Q c k`tAA ts,JC, uJ 0 A -1 to v •h(A -1 ►j/^...� N]�. Ea T C J? c, H1 1...,--) ( )41.IC. 4-e-AA-04.6\mr5` k - 4 ; , Ike. ; , e4 €cs -1-aiS lnspe o I Date: `, -ZE9 -rte $6 '.00 REINSPECTION FE $ REQUIRED. /Prior to inspection, fee must be pa)d at 6300 Southcenter Bl rl., Suite 100. Call to schedule reinspection. fpt No.: IDate: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: - --GRID ,011'10 Type of Inspection: �2A�'KJ (, 1 d5 sue; 1 A ` C Date Called: Special Instructions: Date Wanted: —Z3 —ry Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: D _Alt C. (I - (�lkle0 sub c�—I -V() Lee -kr,( (,e/ a$ 0. Date: \ A.Z di• 73- i b 0 REINSPECTION FEt REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recei No.: 'Date: • INSPECTION NUMBER INS'P'ECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT • . 444 Andover Park East, Tukwila, Wa. 98188 • 206 -575 -4407 Project: C h . 4 6 . 4 5 f l r . s 1:046/ 0 1 u y e Type of Inspection: /k !: C. Address: 137'i S . Suite #: Ma Contact Person: atfy Special Instructions: Permits: Phone No.: q. /L y 3j6 —3.-4 W Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers:; - Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L4. d.t _ - /L_ ex ,54; 1...,..5. _�.pi. 2 each 01 1/.'41 A 3 , , �.r w•. .. t . �•� .ti . 1 .. - . . .. , l �.. n.. , w,r...� .., w « . �. •i1. ...4 . ..'F :h..'m.e.� .. r. . ... . . • , i 7 .19T .....,P.i- } Needs Shift Inspection: Sprinklers:; Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectors � �li� ,�`; _ � � .. • Date:. � - -'� l ��; �.IJo - 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 a• INSPECTION RECORD Retain a copy with permit 40 -S -114_ INSPECTION NUMBER • PERMIT NUMBERS CITY OF TUK VILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 =575 -4407 Project: c hp‘,..) {l,.45 Yh4, rowev a Type of Inspection: 4�, -n1I /vA.: 1---:::/.0. / Address :. / 311 Suite #: $ c 040 / Contact Person: /3,-. .4 ,,1 Special Instructions: Monitor: Phone No.: /C.- 3 /G- „5-4tlr Approved per applicable codes. EllCorrections required prior to approval. COMMENTS: .4114 . Sprinklers: Date:• Fire Alarm: Hood & Duct: j Monitor: Pre -Fire: Permits: Occupancy Type: 5ep /['4 Ad ',e / :fly / Co)00/ /l..fi. r.G • N. • Needs Shift Inspection: _ Q . Sprinklers: Date:• Fire Alarm: Hood & Duct: j Monitor: Pre -Fire: Permits: Occupancy Type: r Inspector: i Date:• /v9� J, v, • Hrs.: j - / - • af, • $80.00 REINSPECTION FEE REQUIRED. You will Treceive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 : •' . • ,.F:D..Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ow- 031 )Z7- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 • 2W575-4407 Project: C.houoko5 TON, 'Tv Alo Type of Inspection: A Q ri , & 34-1,414 6.14 pvita , Address: I' 7 Gi 3641411 Suite #: Contact Person: gireAlarm..„. : Special Instructions: Phone No.: /c- 2/6 - 1-/Approved per applicable codes. nCorrections required prior to approval. COMMENTS: $ Avg 4 3 0064'4 Ste.19b05 1..4 leo itt, . • ' 4ri 3 k 1,140,5 2 1.5", .040._ ed.-0 enot iope. Ok 9 0 f • . ' " " Ir. A t. • • 5,407 647e 6 J9ile.e44 fi iy) f/n 0 tke4fe to AI piki. ;)S to) 1 1 spa _Needs Shift Inspection:-, . %., - /1/ • , =Sprinklers: - gireAlarm..„. : Hrs.: •1 • /A- . Hood & Duct: Monitor: .. i • " Pre-Fire: • • Petimits: OCCUpancy Type: Inspector: forid-5 • • . .• .. . Date l 1 liglio _ It, _ _ Hrs.: •1 •A id $80.00 REINSPECTMN FEE REQUIREDkYAu will receive an invoice from . . he City of Tukwila Finance Department. Call to St dule a reinspection.) • Word/Inspection Record Form.Doc 1713/06:, • T.F.D. Form F.P. 113 IIVSP INSPECTION RECORD Retain a copy with permit CTION NUMBER ' • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206 - 575 -4407 Project: C. k cit !!, -Proxyv 12,kyto - - Type of Inspection: \- 44f Ay4t- Address: /Sk5 4- 151/ . Suite #: 5Csnolti Contact 'Person: 5r% Fire Alarm: • Special Instructions: \. . Phone No.: 9'/&- 314 - • W) ..._ .7n, wq I " I Approved per applicable codes. Corrections required prior to approval. COMMENTS: `` '� .. ' Sprinklers: _ Hrs.: Fire Alarm: • Hood & Duct: �` Monitor: •Pre -Fire: Permits: ,.,,, „., S)ccuipan�cy Type: - 14 I/4 z-- 5 kg.,. 4- ? ,..A , a , , t•.. ...P.a.:— r. __ .sr-- - - 0%.• -, wr . .- •... -4 . . .. ..mil•—w • -4. • .. - y .. Av • b • • 1 . • ■ ti• Needs Shift Inspection: `` '� .. ' Sprinklers: _ Hrs.: Fire Alarm: • Hood & Duct: �` Monitor: •Pre -Fire: Permits: ,.,,, „., S)ccuipan�cy Type: - fp X Inspector: S ?? . • • .. .. ' • Dated • 7/2,24 jam+ Hrs.: $80.00 REINSPECTION FEE REQUIRED You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. f Word/Inspection Record Form.Doc • 1/13/06 A T.F.D. Form F.P. 113 ..!ve _ wfskiet-_ ,04,451. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )IOOL _ (t2 PERMIT NUMBERS CITY OF TUKWILA. FIRE DEPARTMENT : 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ne), Sprinklers: -rote yo tok9 o Type of Inspectio9: Type 9,0-.1Au.4.- brivo 1 ,I.Aktf,,,, (04 aV Address: ("))1-ci Suite #: 5 ,. . tan to I Contact Person: Special Instructions: oPe. Phone No.: '/2 75'C- rz l? 1->1 Approved per applicable codes. Corrections required odor to approval. COMMENTS: c)Pf .414..(12,1, Isy ,to a1/4 -i- cpy .vvit_ LAW 1' CO‘i en/ 014-; Sprinklers: —__ ay.Sc OP e Or it* Hood & Duct: Monitor: V,11,4 OA, dio 5- t /5041 leJ 4,,-/-442- sycl-- oPe. / 4"/ )(ed // Ze) I. in( p5; ----- - -----rf‘,..7s-k--- --7-3-76 ' 7 '2 rt. ."-Pt;-• ---- ---- ." '''.--- - - '- — ' — -- • 41), .1A It Lev- Coklaic ol.... gin, Sc oCv • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: . -- - Inspectoiyet....L., FLA/ sm . I Date: C tet 1u Hrs.: LJ $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 - •I • - • To. INSPECTION NUMBER ECTION-RECORD • Retain a copy with periiiit • Din7-03el ' PERMIT NUMBERS CM' OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 •• Prdiecti 6 . c Lb,d4 N„, .i. • p ov.)16-To,eyo - - - - - Type of Inspection: • Ai y el 116 Fire Alarm: . Hood & Duct: Addrdss: • 1 1 ) -7 7 Suite #: cc . kv,p, i I Contact Person. ' tdati P • e 4!‘ 5 I.,k9 i - Special Instructions: '.-. . Phone No.: • .:•-• . .. riApproved per applicable codes. • Corrections required prior to approval. --- COMMENTS: +A. . 14.0t-4.-, • 4i/e) 611t • oSoq .4 • • 14 ttre) t•Aft 1 " • • t\,)0 4- 3f4t) C.C64(.1•Y 4;e10,:c te4 iv.44.49 _ c-”A- /JOS Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre-Fire: Permits: - Occupancy Type: Irlipector: a ..,. . . j.,_ fois-14 . Date: olir t I..) Hrs.: • ri $80.00 REINSPCTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. : . Word/Inspection Record Form.Doc -4. t 1/13/96, T.F.D. Form F.P. 113 ........ • • .. = MOM MI al1111/1111 MONO 11111111/11111m1.10 an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2010 Seafood City Supermarket 2883 Surveyor Street Pomona, CA 91768 RE: Final Letter Seafood City 2800 Southcenter Mall Tukwila, WA To Whom It May Concern: KA No. 066 -10086 Permit No. M10 -012 D 10 -021 D10 -019 D10-022 D10-023 M10 -010 M10-009 M10 -019 D10 -039 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: • Reinforced Concrete • Structural Steel • Grease Duct Inspection • Proprietary Anchors 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. nitted, SOCIATES, INC son Jr. Operatio Manager Puyall p 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 Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -10086 Weather Cloudy /Overcast Project Seafood City Location 2800 Southcenter Mall Client Seafood City Supermarket Cyl. Code 1575 Pour Date Jurisdiction City of Tukwila Engineer Architect 6/10/2010 Report No. 49786 FifiaEnt'A 39 3 JUL 15 2010 -j t0 "° Contractor Tilton Pacific DEEVELOPNIENNT Field Data Concrete X Other X CYLINDER REPORT Supplier miles Time Truck# 11:35 M021 Plant No. 201 Ticket # % Air 236314 Site Mix Mix Air Slump Temp. Temp. (in.) (F) (F) 6 3/4 80 68 Unit Wt. (pcf) Placement Area Location GRID LINES E TO H/53 TO 55 LINES SOG AND POUR BACKS. Remarks RESTEEL REPORT # 132442. PLEASE REFER TO FIELD REPORT NO. 126484 Inspector M. BUSH Reported Batch Data Design Weights Mix No. 1 2400F Cem. lbs. 451 450 F. Ash lbs. 113 112 C. agg. lbs. 1 1550 1545 C. agg. lbs. 2 350 349 C. agg. lbs. 3 Sand lbs. 1380 1450 Water lbs. 250 320 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 12 Actual Weights Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date 1575 -1 6/17/2010 1575 -2 7/8/2010 1575 -3 7/8/2010 1575 -4 7/8/2010 1575 -5 1575 -6 1575 -7 1575 -7 Remarks Results Reviewed By Field Cure Codes for Break Types: Age 7 28 28 28 H Design Strength 4,000 @ 28 days Date Specimens Rec'd. 6/11/2010 Dim. 4.01 4.01 4.01 4.01 Area 12.63 12.63 12.63 12.63 1: Cone 2: Cone & Split Max. C.F. Load Comp. Tested Break Str. (psi) Set # By Type 48000 3,800 1 65870 5,220 1 63985 5,070 1 63625 5,040 1 1 Date Reviewed '7 DH DH DH DH /") 2 2 2 2 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 3: Cone & Shear 4:tShear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Re.Asbn 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the diem and Krazan 8 Associates. FILE COPY ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Chowking/ Tokyo Tokyo REVIEWED FOR Westfield Southcenter Mall CODE COMPLIANCE33 Southcenter Space 362 & 364 APPROVED Tukwila, WA MAY 2 0 2010 City of Tukwila Architect BUILDING DIVISION crtvtu► APR 13 2010 PERMIT CENTER 10804.00 Gary Wang & Associates Inc. 573 Monterey Pass Road, Unit C Monterey Park, CA 91754 (626) 288 -6898 Its [o/f-- 0 1g INCOMPLETE LTR# 9420 Telstar Avenue, Suite 118, El Monte, California 91731 1 } Tel: (626) 448 -8182 Joe No. / Ddteef ANF & ASSOCIATES �88�ll 6� � Cll J(lnl4 >akYD 7OkYb 'S L Consulting Structural Engineers By 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 caom ctArrok w4 DATE SH. OF ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 4484182 Fax: (626) 4484092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 C wK) J -to kYo zvxYo JOB No Ah By Sc. >Oulklee 6k. W n • DATE SH.A I Design Criteria Code 2001 C. B. C. Stresses: Structural Steel: ASTM A36, Fy = 36 KSI Steel Tube: Pipe Col.: �► Welding: E70xx Electrode ASTM A500, Grade B, Fy = 46 KSI ASTM A501, Fy = 36 KSI or ASTM A53, Types E or S Grade B, Fy = 35 KSI Concrete: fc' =3 .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: 1500 PSF with i21/ embedment. 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 16ZP DL Joe No. /1%A C'Nr/r}wk,,�nJ�1L� �q/ �/1 k Y. •c' Q -%K Yv By S� 7U1%��efArbi L4 / DATE SH. 14'2* OF k5D JAS (2/ 3 -5 P.-5F A150) -11Ti 0 ,1 fsF m1e1At Yfck 2.5 rsr T L �o)sT5 2 -5 l'sf 2.5 Psr CEILinIC 1iie sP,2iniXLR 3.5 es/= illECi/ 4 LFG,. 2.0 PSI= N/sc. 2-5 rSf Z91 = 20-0 of ($AIVW> - 14,5f (Nb,l- Qvcia,6 1 Lat - Long P Inder: 1 his page helps you find Latitude and Longitude Page 1 of 2 ;Satefllte Signals: How do I find my lat and long ? What is my latitude and longitude ? Seamier Blvd • • Baker Btve 'Strander 8 vd Track or Latitude = 47.4558, Longitude = - 122.2544 Long = 122 degrees, 15.3 minutes West Latitude and Longitude Mep data,0200:Googre (Optional) Pointing angles to satellite orbit longitude 13 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 "Warning - 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 Garin nuvi 350 3.5 -Inch Portable GP Garin Best Price $89.9$ or Buy New $399.98 ggauyy r7J"m � tx►c t . ont Privacy Information i. titude Lonaitud@ Looking for Latitude Longitude? Find exactly what you want today. sti Satellite Signal Finder.. Find Satellite Signal for your Dish Quick Find Meter starting at $11.95 Ms by Google Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: chicago 35035 paris france london CM2 bangalore adelaide lagos liverpool Centre the map around strander blvd & andover parkway, Go! To refine the accuracy of your site latitude and longitude, click on the plus sign © in the navigation boxes at the upper left side of the map. The scale will change so that you can home in accurately on your location. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) Ads by Gooale GIS Mao Free GPS Map Aviton GP$ JV Satellite Online Mau 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 southern hemisphere. Longitude is zero on the prime meridian - home of Greenwich 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 longitude. Further explanation 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 suits 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 maaa 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 at 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 Gos Sat Nevi Svst with 400 MH TomTom Buy New Tan atatsr Privacvlpforatien 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 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations SMs and SM1 SMs =FaxSs 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 (SM1, 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 = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) 0.2 1.0 Ds, Site Class D) D1, Site Class D) ��,+ 1bl (626) 448 -8182 Joe No. J D dd4t ANF & ASSOCIATES Fax: (626) 448 -8092 Consul tln8 Structural Engin a mail aot168841peebell.mt e%%lioxa44 %kYa 7Di<i0 By cc_ 9420 Tblater Avenue, Suite 118, lit Monte, CA 91731 occuPMNa CAT D- �t TF el-115S P SOV?tl egArfa W4 • DATE sH. A '5 of A485 Pv = /_ 5/5 51)1. ". 8.4917 Sf i� / c DES) 0A) CAT a g`( , Tel: (626) 448 -8182 JOB No iOCR° c i i & ASSOCIATES E -mail: anf1688Qpacbell.net e Pe-ti.) laklo 7OkYt e„ sc Consultive Structural Eneineers DATE 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Nocj7 G6 AviTf LAT6RA Drrneg.l77, . $H. ( OF 9uPrv_el" (/L 8 /s7z ) w7. of Xi1c0A) Nooy = 411- MIN PLDV►.t (4) - /'2 j7iA . bps f VOix 4L PfL,21 /t//A) --rfis1saN) G boy = 3 4 )57 4 9ILGJ1 Jlg g l2* ko (3oksi)(O2074 331. (Asp) X514 ok LA -r,AL LDAD of NiDp �P D 4 qP sus u>r 2 h kr Est 04-R2-5)(d j4.) (x341) /1,0 2P54 (LKFP) DO # (Asp ) ANF (626) 448 -8182 Al, F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Enstineers E -mail: en688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 XiTcNri l NDDP agolVily 2041 ols:P) Pkovi 3 C110-1944 7okYo TokYn Joe No. /oS-1q By Sic S0111/1/i64/ k. tjA - _ DATE SH. __ OF -) r i 2 4P 3oP 2j. (Pro/L -, /$7 -2). • 60D.p Cok BReAwwo w -fr1 sAFw( FAeroR ANF 448 -8182 A F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf16880pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 OA stkoT. Fok NtibiD 5P/W =72" 1114 Pik EUPPPie1 e H.Ds 4 v44 f? jT /AAA *Ai epo Joe No. /dga4 GNawk,A4 15ky0 7o/Yo By Sc SbJNctAJ7EK Wf DATE 712' Pr opt vnli5g ; {it A 6)411 '14 = /too. x D x 0:9. )s/ t� (3(). �s Y� vni►srrl. 744 P-0" sPA N1 . The Original Metal Framing Part No. :.'iltdacir4;k. Download PDF Add To Cart - View Cart Download CAD Date ?3 P1001 - 1 -5/8" x 3 -1/4 ", 12 Gage Back -to -Back, Solid .�.1 sib•_.. Column Loading - P1001 Beam Loading - P1001 Unbraced Height (in) AIlowable Load at Slot Face (lbs) Max Col= Load Applied at C.G. K =0.65 (Ibs) K 0.65 (lbs) K41.65 (lbs) K =0.65 (lbs) Span (in) Max Allowable Uniform Load (lbs) Deli at Uniform load (in) Uniform Loading at Deflection Span /180 (lbs) Span /240 (lbs) Span /360 (lbs) Lateral Bracing Reduction Factor 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 0.20 1,910 1,910 1,620 72 5,620 18,970 16,160 12,390 8,950 72 0.28 1,600 1,600 1,130 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 'KL/r > 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 aced Search Channel Selection Chart Notes: Related Channel Nuts 1. Above loads include the weight of the merber. This weight must be deducted to arrive at the net allowable bad the beam will support Finishes: GPI eg Ij_G MD EL Ea SS E 2. Long span bears should be supported so as to prevent rotation and NAM. Weight 3. Allowable uniformly distributed loads are listed for various simple 3801 Lbs/100 Ft spans, that is, a bea s orts If load is concentrated at the (566 Kg/100 m) center of the sp multiply load torn the table by . and correspondng defle ionpy o 8. Additional Specifications 4. The lateral bracing factor should be multiplied by the bad to determine the load retahed based on he distance between literal Elements of Section braces. Area of Section - 1.111 in2 (7.2 ant) Axis 1 -1 o Moment of Inertia (I) - 0.928 In4 (38.6 an4) o Section Modulus (S) -0.571 Ina (9.4 ens) o Radius of Gyration (r)- 0.914 in (2.3 an ) Axis 2 -2 o Moment of Inertia (I) - 0.471 In4 (19.8 an4) o Sedion Modulus (S) - 0.580 in3 (9.5 ens) o Radius of Gyration (r) - 0.651 In (1.7 cm ) Bearing Load on Channel: Max Load 5,000 Lbs 2,268 It Max Load 8,000 Lbs 3,829 It Max Load 3,500 Lbs 1,588 Kg o 2003 UNnmt. All Rlghu Reserved liniment is a regWered trademark a o,denerk or Unitwt Corporation ud/or its affiliates in the UNed Suter and/or ether countries. tycO /E/fCtrical & Moral Products' http://www.unistrut.com/Browse/cat_detail.php?S=S02&P=P1001 3/17/2010 ANF (626) 448 -8182 Al, F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 0/610K/4 7bKYD 7oxYo 9oviliceAllfg IN/! a . 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ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626)448 -8092 &mail: anf1688Qpacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Joe No. .14(P1) �f CHVwku,11 7 KYn ToKYD By S-- gc,07PC,514r k wA . DATE SH. C' J OF kpDF To G 1.1011. um-rs PikrOje 4 b) .ct1Fc,K oVW -fotN 1.4 Of (4i-p oskiq of l = (694 #) (33 m9.m, 44 (7)(o6) — A-4) X21`1 < b yeLIFr P,eovnx: FILLe. WEIP SLIDE Cf1ANIJ L -To STEEL TO] Q6.1), ik (D. 4,0(1114)/z (D)(7osi) [34/' x 61-7a7 33 4 k►PS sh4k 6a0P rok (D.6) (7oks) [3/' D.767 x /6.? kites VPJ-►FT 69141 204 33_ x 7 k D. 0J% << /. D '6 Y2)] /2.0 Dic Tel: (626) 448 -8182 Joe No. / orby ANF 8r ASSOCIATES E -mail: n 1688@pacbell.net ?HD&k/Ai6 -fox Yo -TDkYD B„ SC. Consulting Structural Engineers 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 bar bartiK Sfisr1 is Oil 1.! s picFNrt;R /AA • DAB SH. _O I OF Gin `j 1��5 %C�nl (2 /s ri ) LATER HEAmk o1,1 6" enee7T- cog& 10 of LJU 1 H Ai iZ = J) Do# ,4?pg5 kr,4 I-) D.3. 9D5 6u (0.) (o341) 0.0 (/ /on ) 312 t(LRf,P) o> 2r# «D) 11 Fr WAIL /sr/ C1l4c. CJkB • Pkb E. (2) C5isMrc gQAc,A4 s 34* A 24 6A kWh_ ..s've 33ks; LL M 7rn1 Srvnl DF .sikA f rn ry 1)j _ (33k )0.7.5"x 23y) _at _Qt l67 354 (D) 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 JOB No. GNn1411q 1- YD %DkYn By 61)7466),Irg ✓ / i/4 . DATE (� SH. -2- OF HEA'TF)S gfisHic eki ei41 p65/69 (2 /s r ► ) 7Ns/ oN @ sfioF : (2/7) j E---- Dilkff s x4P F).(2 si.PEs) -i who- ' 4 PRovip� ,4'' . 9?4. T [4L 4 Zoo's. 2/74 To eitINOE fLAF 7b NALL /� ks ►� (D. O4 12 l l 4 Batts) ' 2_nn 41.1-awi81 -F BuT P4s/o,J 2/74 2/94 441r7) 232 o -)S ' i 0 Dk zip (240<s',)(D:7) (4) 2- 0 4L 18ig B'LT. sok 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 eihwk'A4 ToXYo 7D, yo Joe No. By �arrrHatArrbk 11V4 . DATE WAT AT e sEisEic eamk, ,p •s151.1 (2 /sr 1) OV iL RJ,J rnK r = (3i2 4) (2.5) &/.5r 11,1q fr t4 �0. X 0. 33)s, )C 0.0%8.?) X2 >C3. 23/3 0.9 Cane. GJRi3 ,-./ TS4 4x1/4 (N) ("(E)16B26 & S°. l a 4 cle_ I\ I WT= 7:3,1 x 2. 1 $10 lw.7" N m QO ^ (E)14B22 BEL. (E)W18x40 /N) S4x4x1/4 CONT (RTU) (6 TONS) * ( X o N so p' :. SW• (E) L6x3 2x i eS� TYP pA4E cn ~ _ v y o ,: �A�o ( ) c~i' OPEN'G. N o ~ v) AL6x 1/2x1/4 Ln 14L = MUA = ) n = C TS4x4x1 r ONT. r4 TYP "la _ 58# p 1 �tL N TS ' 1 4 CONT ® _ x4x • es NISTRUT ) 0 IV — [= b0F P1001 UNISTRUT Ser' 6 1 (N) TS4x4x 11 /4 i a ,--1 40 `E)16826 1)E)14B22 BEL. ' WT= V I \ / P1001 UNISTRUT m CO w 159# /051V 1 , � l ® 1 P1001 UNISTRUT MI (N) TS4x4x1 /4 yl r i UNISTRUT P-1001 JJ � YN(j) :. L6x3 1/2x1/4 � cn 0 (O Lu u : r' cn o (D (E) L6x3 1/2x1/4 :. CI v -822 (�)/6H5 STL. JOIST B11.5 SN1' E -2- 553 (C) �6NS STL. JOIST ifeE PAIL SN'f 1 36 P1001 UNISTRUT 44TYP (e) ,0/5 STL. JOIST P1001 UNISTRUT TYP (0) i6Ns STL. JOIST cev6 B26 P1001 UNISTRUT TYP JOIST ©6'- 0 "O.C. J J N w )4 4 (N) TS4x4x 1 /4 WT= 582# i‘gi4 STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H SERIES Based on a Maximum Allowable Tenslle Stress of 30,000 PSI1 Adopted by the Steel Joist Institute October 1, 1974, Revised to November 7, 1983. Standard Load Table, Copyright Steel Joist Institute. Reprinted by permission. The black figures in the following table give the TOTAL safe uniformly distributed load - carrying capacities, in pounds per linear foot, of H Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the LIVE load carrying capacities of the joists. The load table may be used for parallel chord joists installed to a maximum slope of 1/2 inch per foot. The figures shown in blue in this load table are the LIVE loads per linear foot of joist which will produce an approximate de- flection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiply- ing the figures in blue by 1.5. In no case shall the total Toad capacity of the joists be exceeded.• Tests on steel joists designed in accordance with the Standard Specifications have demonstrated that the Standard Load Ta- bles are applicable for concentrated top chord loadings (such as are developed in bulb -tee roof construction) when the sum of the equal concentrated top chord loadings does not exceed the allowable uniform loading for the joist type and span and the loads are placed at spacings not exceeding 33" along the top chord. 11 Allowable total safe Toads in pounds per linear foot of H Series Steel Joists - for joist depths 8" to 16" JOIST TYPE 8113 - 10H3 10H4 12H3 12H4 12H5 12H6 14H3 14H4 14H5 14H6 14H7 16H4 16 5 16116 16H7 16H8 OVERALL H (inchesches) ) 8 10 10 12 12 12 12 14 14 14 14 14 16 16 16 16 16 RESISTING MOM. ' (Inch-kips) 91 116 148 140 180 222 260 165 212 259 307 369 '221 289 344 413 478 MAX.END.REAC. (pounds) 2400 2500 2800 2800 3200 3600 3900 3200 3500 3800 4200 4600 380 4300 600 4900 5200 MOM. OF INERTIA (inches4) 12.3 19.8 24.5 28.9 37.8 44.3 52.6 40.1 52.4 61.4 73.2 86.2 64.5 79.3 93.5 112.6 129.5 tAPPROX. WEIGHT (IDs. /ft.) 5.0 5.0 6.1 5.2 6.2 7.1 8.2 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 SPAN (ft.) 8 600 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 9 533 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 10 480 500 560 467 533 600 650 457 500 543 600 657 475 538 575 613 650 460 11 436 455 509 467 533 600 650 457 500 543 600 657 475 538 575 613 650 345 12 400 417 467 467 533 600 650 457 500 543 600 657 475 538 575 613 650 266 13 359 385 431 431 492 554 600 457 500 543 600 657 475 538 575 613 650 209 337 417 14 310 357 400 400 457 514 557 457 500 543 600 657 475 538 575 613 650 167 270 334 393 15 270 333 373 373 427 480 520 427 467 507 560 613 475 538 575 613 650 136' 219 271 320 418 16 232 302 350 350 400 450 488 400 438 475 525 575 475 538 575 '613 650 112 181 223 264 345 404 480 366 17 268 329 323 376 424 459 376 412 447 494 541 447 506 541 576 612 151 186 220 287 337 400 305 398 18 239 305 288 356 400 433 389 422 467 511 422 478 511 544 578 127 157 185 242 284 337 257 336 393 413 19 214 273 259 332 379 411 305 368 400 442 484 400 453 484 516 547 108 133 157 206 241 286 218 285 334 399 470 351 432 20 193 247 233 300 360 390 275 350 380 420 460 368 430 460 490 520 92 114 135 177 207 246 187 245 287 342 403 301 370 437 21 212 272 336 371 249 320 362 400 438 334 410 438 467 495 117 152 179 212 162 212 248 295 348 260 320 377 454 22 193 248 306 355 227 292 345 382 418 304 391 418 445 473 101 133 155 185 141 184 215 257 302 226 278 328 395 454 23 176 227 280 328 208 267 --3-27- 365 400 279 364 400 426 452 89 116 136 162 123 161 189 225 265 198 287 346 398 24 162 208 257 301 191 245 300 350 383 256 383 408 433 78 102 120 142 108 142 166 198 233 174 253 304 350 25 176 226 276 368 236 11: • 392 416 96 125 147 175 206 154 190 224 269 310 26 163 209 255 303 354 218 285 339 377 400 85 111 131 156 183 137 169 199 239 275 27 151 194 237 281 337 202 264 315 363 385 76 99 117 139 164 122 151 177 214 246 28 140 68 180 89 220 104 261 125 314 147 188 246 293 3520 371 29 175 229 273 327 359 30 t Approximate Weights per Linear Foot of steel joists' only. Accessories not included. ft For an approximate total load carrying capacity at a maximum allowable tensile stress of 22.000 99 164 121 214 143 255 172 306 198 347 psi, 2 / the 30. total load carrying capacity shown in the load table should be multiplied by the ratio 89 110 129 156 179 31 153 200 239 287 332 .. Section 5.9 of the "Standard Specifications for Open Web Steel Joists, H Series" limits the design LIVE load deflection. 81 99 117 141 162 32 144 188 224 269 311 74, 90 107 128 148 LOADS ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. H•2 I ANF (626) 448 -8182 Al\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E'er anf1688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 CN K 9ra z- lb/4 a) VNDEk kfu4 M to I �6) sr L q „x R,1.37-1N4 fuhtl *NT _ M E ACr, o l.1 _ 4310 4 Joe Na /obit CHDttJX'9l 1 kYo 7okYo By s0t/i4CA)7 wA. DATE Sri. OF. ) (51F) P,. = 741 -D = Ail pL FRsyi Rru y 2768 ft AM1111111111111111111111, P2 2 211 DL FgaM MuA Nl = 2 15 ���` /%KpM H°oD = 3033 < AllawA61-E = 43604 3.5.'. 1.5. 3D33 ANF (626) 448 -8182 Al.\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers Email: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Chi CO grab �at.ST b) )t J fL) Joe No. /JO9 C/'Otok,,,f_/ To Yo -1-.01<ro Br S'C gJJT{l a/4 R v'I . A. DATE y^ SH v OF C) STEEL. '0'51 ) H UK REs1sTinJ61 Mo/ 1 AJ = 287 MAC P' 4 DvP) _ 43004/ L= 24' >w. 55' L5' ) (2Ce5F) =) 304-1 �DL = 375° PL . -fR1 RTu `f - 15* ! P'1 H' P v R= 3 3 0 < 411,014,98),E = 43a 041 at ��TT�+ Tel: (626) 448 -8182 Joe No. ANF JD! & ASSOCIATES Fax: (626) 448-8092 Consulting Structural F.naineera E-mail: anf1688Qpacbell.net Ci/6ltJk�A�) 66��'���.{L Zak Yo A TokYD B„ Sc- SOU7il�i/Y/,r�/( DATE 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Chtc,< () SYt Jvhsj c) un19ER lF � (e) .SIM5L 1151/5 REs'siA kitPlEr17 , 2$9''K. MAx 6t»9 RfAcho j - 43ao4 )(2,o fsf) 1/D FT SH. g-'14 OF �, ; 4o4 PL MM Po,- i v 9i_ FKD fr1 h Rimy 13 5'11 PL rgD 1 f"%0op i ' 221 < AkLA30 g - 3/95 < howAei: .430? TeL (626) 448 -8182 Joe No. BA ANF & ASSOCIATES tura1 E-maiL annf1688Qpecbell.net %D ki/U( 1 KrD 7l Kro By Consulting structural Engineers 3 Sou1.tl c�n,1f wg . DATE SH. OF 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 c/i &K (e) srfL DL?f 1.) UNDfk EF2 (E) Slat 7oLsj l.z0/5 12f9/57 Ai ,1vfl . - 2d7. Pik iA' EnID affei /W = 43D a WO- =C6) C Psi) 12.644T wt,. L6') (2fs) -) 4 7 �,. = X 18 DL fbil �F z 38.E DL fRep1 W vP M = 241 < A4ga r- 34.57 < 4u 21&i— = 43D Tel: (626) 448 -8182 Joe No. �v " ANF & ASSOCIATES X1688 �. et ONO wk,N 6 -*TOKYO Tokro sc Consulting Structural Engine By 51419/ COAlik JAM DATE SH. OF 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 cx *C,r (0 1304 a) (F) 413.2-6 a 0 ) 9 f / - 9' )(20Psf) (4)(rsr) -75* 7 4 4 .04 519300(6')- 0o* )9 = 704 PL. fAti Mit 19, dg S C2.so '�. 125 fZbA4 I-/pap + 4- 4 'Jr • 9 75 s,.33 • :.4.75, 2.5 �c fDiti NSA- 6' 974 fim44 A104 6 (:e) )16'74 a s gc4Lc . sar ADM' & Associates 9429 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448-8182 Fax: (626) 448 -8092 E -mail: anf1688 • •acbell.net I Iue : VnowKing I OKyo I oKyo Dsgnr: SC Project Desc.: Project Notes : Description : Illf Check (E) 16826 @ Grid F/54 -55 *TM 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 U.rtbr4ed JVUff I VOL/4 Printed: 19 MAR 2010. 1:541PM License Owner ; ANF & ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi First Brace starts at 6.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 6.0 ft D(2.265) Lr1.8) D(1.61) Lr1.8) (0.06) Lr0.075) v D(1.535) Lr1.8) D(1.537) Lr1.8) D(0.097) • W16X26, Span = 24.0 ft applied Lqa Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.060, Lr = 0.0750 k /ft, Tributary Width =1.0 ft Point Load : D = 2.2650, Lr = 1.80 k @ 6.0 ft Point Load: D= 1.610, Lr = 1.80 k @ 10.750 ft Point Load : D = 1.5350, Lr = 1.80 k @ 16.080 ft Point Load : D = 1.5370, Lr = 1.80 k @ 20.830 ft Point Load : D = 0.0970 k @ 23.330 ft DESIGW 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 Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Load Combination Segment Length Span # 0.571: 1 W16X26 59.874 k -ft 104.883 k -ft +D+Lr +H 10.800 ft Span # 1 0.365 in 0.000 in 788 0.707 in 0.000 in 407 b' >Laac Cpmbtnat ans Max Stress Ratios 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 Design OK 0.120:1 W16X26 9.3886 k 78.50 k +D+Lr +H 24.000 ft Span # 1 Summary of Moment Values M V Mmax + Summary of Shear Values Mmax - Ma - Max Mnx Omega*Mnx Cb Rm Va Max Vnx Omega*Vnx Overall MAXimum Envelope Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft +0 Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L +D+Lr+H Dsgn. L = Dsgn. L = Dsgn. L = Dsgn. L = 6.00 ft 6.00 ft 6.00 ft 6.00 ft 6,00 ft 6.00 ft 6.00 ft 6.00 ft 0.418 0.103 46.14 46.14 184.17 110.28 0.571 0.093 59.87 46.14 59.87 175.15 104.88 0.569 0.066 58.77 43.94 59.87 175.76 105.25 0.543 0,120 43.94 59.87 184.17 110.28 0.209 0.051 23.04 23.04 184.17 110.28 0.278 0.047 28.96 23.04 28.96 173.81 104.08 0.272 0.031 28.32 20.84 28.96 177.59 106,34 0.263 0.057 20.84 28.96 184.17 110.28 0.418 0.103 46.14 46.14 184.17 110.28 0.571 0.093 59.87 46.14 59.87 175.15 104.88 0.569 0.066 58.77 43.94 59.87 175.76 105.25 0.543 0.120 43.94 59.87 184.17 110.28 1.66 1.00 1.07 1.00 1.07 1.00 1.82 1.00 1.66 1.00 1.06 1.00 1.08 1.00 1.85 1.00 1.66 1.00 1.07 1.00 1.07 1.00 1.82 1.00 8.10 117.75 78.50 7.29 117.75 78.50 5.14 117.75 78.50 9.39 117.75 78.50 4.02 117.75 78.50 3.66 117.75 78.50 2.47 117.75 78 50 4,46 117.75 78.50 8.10 117.75 78.50 7.29 117.75 78.50 5.14 117.75 78.50 9.39 117,75 78.50 ANF & Associates 9420 Telstar Ave, Suite 118 El Nfonte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688na,pacbell.net eel Bealm Deel Lic.. #,: KW= 06000953 I itie : unowKing i oKyo i oKyo Dsgnr: SC Project Desc.: Project Notes : JUUit IVOV4 Printed 19 MAR 2010. 1:58PM ile u 1WSStephen110804 Chowbng = South:90A19 iCelculabon410804611640n¢6 79 ° r £ ., : * z ENERCALG INC. ...1983.008; -Uer' 6 0.21`, 1 :31 ?; Cicense:Ovvner,:. ANF =.B ASSOCIATES Description : Check (E) 16B26 @ Grid F/5455 < Ov "erali'Mazimiam Deflections'- Vrifactored_ Loads Load Combination Span Max. ° " Defl Location in Span Load Combination Max. " +° Defl Location in Span D+L+Lr 1 0.7067 12.000 "Maximum Deflections for L-oad`Combin'ations' = .Unfactore'µ a Dads Load Combination Span Max. Downward Defl Location in Span 0.0000 0.000 Max. Upward Defl Location in Span D Only Lr Only D+L+Lr 1 0.3416 12.000 1 0.3651 12.120 1 0.7067 12.000 Veeticallteactions Unfacto`red f .T Support notation : Far left is #1 0.0000 0.0000 0.0000 0.000 0.000 0.000 Load Combination Support 1 Support 2 Overall MAXimum D Only Lr Only D+L+Lr 8.095 4.020 4.076 8.095 ?;S� to I:Seet_ion ;Pr "ope ttes :..... X26 Depth = 15.700 in Web Thick = 0.250 in Flange Width = 5.500 in Flange Thick = 0.345 in Area = 7.680 inA2 Weight = 26.143 pif Kdesign = 0.747 in K1 = 0.750 in its = 1.380 in Ycg = 7.850 in 9.389 4.464 4.925 9.389 Ixx Sxx Rxx Zx Iyy Syy R yy Zy rT 301.00 in "4 38.40 in "3 6.260 in 44.200 103 9.590 inA4 3.490 inA3 1.120 in 5.480 in "3 1.360 in J Cw Wno Sw Of Ow 0.262 in"4 565.00 in"6 21.100 inA2 10.000 in "4 6.950 in A3 21.600 in "3 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688lpacbellnet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Cmbox, i lbkYo 7o,rYo SDIYfHeenriK IAA 2 0 ; now PL o/4 MuA sT CO 14 eiv4 She E& 4i26/11-C 12V5uLr 3314 91- fga4 H oP f / Joe No 0i Cf By G DATE SM. ---� I OF c -►- + -t- + 1-- v o= v! W / -751 5,33' 7-75) 3. i7 ANI- &Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 npacbell.net :SteelaBeamDesi 1 uie : unyu r unyu Dsgnr: SC Project Desc.: Project Notes : JVUK I%ILK" Printed: 19 MAR 2010, 1:59PM File u4WSStephen110804; Cjiowtung_ SoulhcentertCaloillaUao1 ,�04howlanget6:= ENERCALC INC ;190.2008,, ?Ver60,2,1�;N_1 Lic . #:;: KW= 06000953,,.,. ;'s Description : Check (E) 16B26 @ Grid G/54 -55 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 -;Unbra`ced Length's 4 First Brace starts at 6.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 6.0 ft License Owner :-ANF & ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(3.281) Lr3.6) f' Applied :Looads '' • 0(3.07) Lr3.6) D(2.88I Lr3.6) W16X26, Span = 24.0 ft Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 Point Load : D = 3.2820, Lr = 3.60 k @ 6.0 ft Point Load : D = 3.4090, Lr = 3.60 k @ 10.750 ft Point Load : D = 3.070, Lr = 3.60 k @ 16.080 ft Point Load : D = 2.880, Lr = 3.60 k @ 20.830 ft DES!GN SUMMARYr: j. 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 0.601 in Max Upward L +Lr +S Deflection 0.000 in Live Load Deflection Ratio 479 Max Downward Total Deflection 1.137 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 253 0.924: 1 W16X26 97.167 k -ft 105.187k-ft +D+Lr+H 10.800ft Span # 1 azimum: Forces &Stresses foariaraiiiiiinations 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 ��De`s1gn�OK r��_ 0.190 : 1 W16X26 14.9530 k 78.50 k +D+Lr+H 20.880 if Span #1 Load Combination Segment Length Span # Max Stress Ratios M V Summary of Moment Values Mmax + Summary of Shear Values Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Va Max Vnx Omega'Vnx Overall MAXimum Envelope Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft +0 Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft +D+Lr+H Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft Dsgn. L = 6.00 ft 1 0.658 0.154 1 0.916 0.154 1 0.924 0.108 1 0.881 0.190 1 0.312 0.073 1 0.434 0.073 1 0.434 0.051 1 0.417 0.088 1 0.658 0.154 1 0.916 0.154 1 0.924 0.108 1 0.881 0.190 72.53 72.53 184.17 110.28 97.17 72.53 97.17 177.19 106.10 95.00 71.38 97.17 175.66 105.19 71.38 97.17 184.17 110.28 34.42 34.42 184.17 110.28 46.04 34.42 46.04 177.10 106.05 44.89 33.27 46.04 176.99 105.98 33.27 46.04 184.17 110.28 72.53 72.53 184.17 110.28 97.17 72.53 97.17 177.19 106.10 95.00 71.38 97.17 175.66 105.19 71.38 97.17 184.17 110.28 r Ove arar ItlMazi m Deflections= ;Unf_aetared €Loads; 1.68 1.00 1.08 1.00 1.07 1.00 1.81 1.00 1.68 1.00 1.08 1.00 1.08 1.00 1.84 1.00 1.68 1.00 1.08 1.00 1.07 1.00 1.81 1.00 12.09 117.75 78.50 12.09 117.75 78.50 8.47 117.75 78.50 14.95 117.75 78.50 5.74 117.75 78.50 5.74 117.75 78.50 4.02 117.75 78.50 6.90 117.75 78.50 12.09 117.75 78.50 12.09 117.75 78.50 8.47 117.75 78.50 14.95 117.75 78.50 Load Combination Span Max.' ' Defl Location In Span Load Combination Max. "+' Defl Location In Span D+L+Lr 1 1.1367 12.120 0.0000 0.000 ANF & Associates 9420, Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688(aipacbell.net )6t" . • `SteelBeam! De.$)� Lic. - #. KW- 06000953 I are : unowi irig 1 uRyu I uI yu Dsgnr: SC Project Desc.: Project Notes : JUL) M I VUV'r Printed: 19 MAR 2010, 1:59PM 3: o: 1WSSteph`eri110804 Cfiowk ng SouthcenterIc014 tatioii110804chowtdng ENEREALC INC ,1983 2008 er;6 U 1 N'31 Description: Check (E) 16B26 @ Grid G154 -55 Mazlmum:Deflections:for:Load Combinatitans':= Unfactoredloads License;Owner ANF: &'ASSOCIATES Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl D Only Lr Only D+L+Lr 1 0.5358 12.120 1 0.6009 12.120 1 1.1367 12.120 Yeitical ;Reactions = Unfact0e- j 777. Load Combination Support 1 Support 2 Support notation : Far left is #1 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 Overall MAXimum D Only Lr Only D+L+Lr 12.088 5.737 6.351 12.088 14.953 6.904 8.049 14.953 °teel'Sectiorr_P.;e,operties' W1;6X2 Depth = Web Thick Flange Width Flange Thick = Area Weight Kdesign K1 = its = Ycg = 15.700 in • 0.250 in • 5.500 in 0.345 in • 7.680 inA2 26.143 plf 0.747 in 0.750 in 1.380 in 7.850 in Ixx Sxx Rxx Zx Iyy Syy Ryy Zy rT 301.00 inA4 J = 0.262 inA4 38.40 inA3 Cw = 565.00 inA6 = 6.260 in = 44.200 inA3 = 9.590 inA4 = 3.490 inA3 Wno = 21.1001102 = 1.120 in Sw = 10.000104 = 5.480 inA3 Of = 6.950 inA3 = 1.360 in Qw = 21.600103 ANF (626) 448 -8182 Joe No. /Oh? A I'1 & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: enf1688Qpacbell.net CHH /nl (' 7ikro "to k Y0 By S G 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Cf447tX W» DATE Sin. __ OF et:' c) sraC Bob'l �) (E) ICU /4x 22- @ 99ip /-I L 29' 7u1, - 7'/2 =3.5) t p ( 3.59 (25(sF ) = 7D *11 _ 3S9 (2 10.5,0 27 -5q 4a4 :pi. fa1 Noy 12 14)4x 22- 0g gE . .01watc 42-T. Ann- & Associates 9420 Telstar Ave, Suite 118 ErMonte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net ibteel Beai ,Ve i ale : l:nowKing 1 okyo i okyo Dsgnr: SC Project Desc.: Project Notes : JOD # 1Ut3U4 Printed 2APR 2010 3:54PM §�ile IWS$ tep�en1f0804Chowking` �- . SouNcenlefiCalcilsahoij ,1t�80t40c.��4irki` . 1r lit:'; fNERCALkrINC :19$2008;:1er,6i0�21 Lic. # KW106000953... ;' r:' 1 Description : Check (E) W14x22 @ Grid 551E -F .1rateN gPr 1)40 si; Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D(0,04) D(0,04) D(0,04) D(0 04) D(0.07) S(0.0875) t 111 W14X22, Span = 24.0 ft License: Owner ;:`ANF &ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 50.0 ksi E: Modulus : 29,000.0 ksi D(0,04) Service loads entered Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.070, S = 0.08750 klft, Point Load: D = 0.040 k @2.50ft Point Load: D = 0.040 k @5.50ft Point Load: D = 0.040 k 8.50 ft Point Load: D= 0.040 k @, 13.50 ft Point Load: D = 0.040 k 17.0 ft a6 f NSUMMARY 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 Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Tributary Width = 1.0 ft its 0.739: 1 W14X22 12.020 k -ft 16.269 k -ft +D +S+H 12.000ft Span # 1 0.000 in 0.000 in 0 <360 0.218 in 0.000 in 1322 faximu'rn o cr 414#1.0:410041145). 131inafigns 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 ;Design''OK' 0.032 : 1 W14X22 2.0117 k 63.020 k +D +S+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Summary of Shear Values Va Max Vnx Omega'Vnx Overall MAXimum Envelope Dsgn. L = 24.00 ft +D Dsgn. L = 24.00 ft +D+S+H Dsgn. L = 24.00 ft 1 0.739 0.032 1 0.352 0.015 1 0.739 0.032 OS(0100 iiriumtDefleEt ons -Untactored.Loads 12.02 5.72 12.02 12.02 27.17 5.72 27.15 12.02 27.17 16.27 1.14 1.00 16.26 1.14 1.00 16.27 1.14 1.00 2.01 0.96 2.01 94.53 94.53 94.53 63.02 63.02 63.02 Load Combination Span Max. " ' Defl Location In Span Load Combination Max. ' +" Defl Location in Span D+L +S 1 0.2178 12.000 M. '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 S Only D+L+S VertlearReactions • Unfactored 0.1037 0.1141 0.2178 12.000 12.120 12.000 Support notation : Far left is #1 0.0000 0.0000 0.0000 0.000 0.000 0.000 Load Combination Support 1 Support 2 Overall MAXImum 2.012 1.968 Hwr a Hssuaates 9420 Telstar Ave, Suite 118 Ellvtonte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688@pacbell.net ,2t3sf�lc�...0 Lic #:: KW= 06000953;' >': I lile : I.nOWKing 10Ky0 10Ky0 Dsgnr: SC Project Desc.: Project Notes : JOD# 1U23U4 Printed 2APR 2010, 3:54PM File WSStei)4410804,Chdwlung ; SouthcenterlCal culaLOnt08Q4 °ghowkin y! i I ;0NERckp I lc i46-e 00$,�/er 6 0 its. 3to Description : Check (E) W14x22 @ Grid 551E -F 10.": A�bf /+iCM- itC',�i'Y t'�i^:iiYFMiY'•E }Y' L, ltertica ,R,�ea,t�or>s"-Unfiactored_ Support 2 Load Combination Support 1 Support notation : Far left is #1 License Owner, :'ANF & ASSOCIATES D Only S Only D+L- S f.StgelSec Depth Web Thick Flange Width Flange Thick Area Weight Kdesign K1 its Ycg 0.962 1.050 2.012 i0, Pt opeitie's+• : 111Vj14X'22• 0.918 1.050 1.968 • 13.700 in = 0.230 in ▪ 5.000 in • 0.335 in • 6.490 inA2 • 22.092 plf ▪ 0.735 in • 0.750 in • 1.270 in • 6.850 in Ixx Sxx R xx Zx Iyy Syy R yy Zy rT 199.00 iO4 29.00 in ^3 5.540 in 33.200 in ^3 = 7.000 in^4 = 2.800 in ^3 = 1.040 in 4.390 inA3 1.250 in Cw Wno Sw Qf Qw 0.208 inA4 314.00 in^6 16.700102 7.000 in ^4 5.340 in ^3 16.100 in ^3 71x1: (626) 448 -8182 ANF & ASSOCIATES Fax (626) 448 -8092 Consulting Structural Engineers E-mail: anfl688@pacbellaet 9420 71sbtarAvenue, Suite 118, El Monte, CA 91731 (E) (-Afe, u'jicc. Joe Na By DATE S►t. X61 . GIN G. Yv 1b1: (626) 448 -8182 • ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers Prma0: enf1688c)pecbell na 94201bjstarAvemue, Suite 118, Bl Monte, CA 91731 .f .Joa Na By ! DAre SM. _L._ =0F .1h6VdeTaPt2 E..6J .f-6-61A/ NENI 61.4613 := 4-Ca f5, �yE X,Nf l c � � k F- ML (626) 448 -8182 • ANF & ASSOCIATES Fax: (626) 448 -8092 Cousulting Structural Engineers E-mail aaf1688Q pecbel net 9420'lblstarAvenue, Suite 118, El Monte, CA 91731 Joe Na By PATE sH. F' 3 ,oR DWG 70 (EJ sci4.6 pp, 4,��o n ►� /o 1 ft d //1711;3 COJ C= f7o f ». r (E) kor /ea Vt /'/?2 0,6,E ZXbo » /xo 7; p, z.1161 61 z ., y-i6 3 4 i' et t2v/C. 770 (FJ 5 1,446,4 Ar . 1 Pe to /C-- LENTDN LENTON@ LOCk Mechanical Reber Splicing System 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 B55400 • 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: Iess.thari 0.1.0 mar (0.0039 in) • Provides Superior fatigue performance • Works with a.vari:ety 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 AS1'M. (in -lb) and mefrit:rabar Patent no. 7,107,735 / 7,053,402. Additional patents in other countries. 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. ERICD° I Tel: (626) 448-8182 ANF & ASSOCIATES Fax (626) 448-8092 Consulting Structural Engineers B"Inail: ann6880PacbelLnet 9420 Ishtar Avenue, Suite 118, 131 Monte, CA 91731 JOB No. Br Dara SR F-5 OF • ' aim( 0 (e) Cofile„, 4,11)4 v COT (•) BE13/St2- A T ceevge_ 1 es It AgeA tPomf eel (e) A&ZF DoT uotim tviAlo Aug aitc, 1;ige141,AY APP tr X 3 1-10 1 6 I CU 4)4e COA/6 of 16 '-'41:54475 4 (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 anf1688@pacbeLnet Consulting Structural Engineers 9420 Tolstoi. Avenue, Suite 1111, El Monte, CA 91731 t11)\[':" wJt' 1 9 JOB Na BY PATE SH. OP yivi);No"' cotiG • t 4-71P-4 Tor 5 W 111RO (t) 5LAB Fog_ WAR)/ kwo -rPu pew) ir,64 fte (*1 (S) 61A8 1141 cAr 1- 7479 o. —Ir6 soTrcti Lkr 14610%) Z.- T15- rA 191pe(710/•/ ks [-/t6 otzt f • F 1 VOWATTS® FD -300 Tag: Area Drain with 711 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. 7 "(178) 2 -3/4" (70) MAX 1 -1/2" (38) MIN LPIPE SIZE Chart B NH(MJ) P 60/61 ;PIPe . Ssze.. ABi- 2 "(51) 3" (76) 4" (102) 4 -1/2 "(114) 4 -1/2" (114) 4 -3/4" (121) 5 -1/2" (140) 5.1/2" (140) 5.1/2 "(140) 4" (102) 4" (102) 4" (102) load Rating & Free Area 'XHD 1 11 • The load classifications are in accordance with the American National Standards ASME AI 12.21.1M ASME Ratings are as follows: XI-1O - Safe Live Load 7500.10000 lbs. (3375-4500kg) The above categories are given os a guide only. Please consult factory. Components Pipe Sizing. (Select One) Suffix Description 2 2'(511 Pipe Size 3 3'(76) Pipe Size 4 4'11021 Pipe Size Outlet Type (Select One) Suffix Description NH No Hub (Ml) P Push On Optlor_is (Seleet.Orte or More) Suffix Desd;ption -1 Nickel &oze Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof ❑ -7 Trap Primer Topping ❑ -8 Bockwater Valve (2,3,4' Only) ❑ -13 Galvanized Body ❑ -21 Secondary Strainer ❑ -34 Closure Plug ❑ -C Membrane Clamp ❑ -F4 -50 4" Round Cast Iron Funnel ❑ -F4-1 4' Round Nickel Bronze Funnel ❑ -F6-1 6' Round Nickel Bronze Funnel ❑ -6-50 4x9' Oval Cost Iron Funnel ❑ -G1 do9' Oval Nickel Bronze Funnel❑ -2 Elastomeric Flange ❑ jitioitrs� 66dji 11�Reriof Suffix. DesathoA.. -60 PVC Body w /Socket Outlet ❑ 61 ABS Body w /Socket Outlet ❑ Job Name Job Location Engineer Contractor Contractor's P.O. No Representative WATTS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring anyobligollon to make similar change, and modifications to product, previously or subsequently sold. See your WATTS Drainage representative for ony clarification. Dimension, ore subject to manufacturing tolerances. 'WATTS® Speolfloation DraInage Produota USA 100 Watts Road, Spindale, NC, 28180 -2298; TEL 828 -288 -2179 TOLL -FREE: 1- 800. 338 -2881 www.watts.com ES- WD -FD300 USA 0523 FD-300 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Jos No By PATE SR 0 OP ittly Co BU Lighting Summary 2006 Se LTG -SUM Project Info Project Address 633 SOUTHCENTER M ALL Date 1/25/2010 `VVI TUKW ]LA ,W A 98I88 For Building Department Use FILE COPY WA 99207 Applicant Name: CH OW KING/TOKYO TOKYO Applicant Address: GARY WANG & ASSOC . Applicant Ifione: 626-28o-6890 Project Description ❑Plans Included other controls, and commissioning ❑ New Building ❑ Addition V Alteration See SEC Section 1513 for autocratic daylighting, occupancy sensor, Compliance Option 0 Prescriptive Lighting Ibwer Allowance 0 Systems Analysis 0 Clear (See Qualification Checklist (over). hdicate 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. aximum 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 4593 5971 SERVICE B RECESS DOWN 97 15 1455 DINNING C RECESS DOWN 149 15 2235 DINNING D PENDANT 7 30 210 Proposed Lighting -1 (over) document all exceptions on form LTGLPA Total Allowed Interior Watts 5971 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. 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 KIXCHEN A 2X4 RECESS 24 58 1392 SERVICE B RECESS DOWN 97 15 1455 DINNING C RECESS DOWN 149 15 2235 DINNING D PENDANT 7 30 210 DINNING E TRACK LTG 2 120 240 Bldg. (by perim)1 A 7.5 W/If xceed Total AIIow Maximum Allowed Lighting Wattage (Exterior otal Proposed Interior Watts 5532 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 f �OE 0.2 W /ft2 tPPgnv n 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 1 A t C ®. ■ 0.15 W /ft2 Watts /Fixture Watts Proposed Outdoor Areas P L 0.15 W /ft2 Bldg. (by facade)' ILDING DIVISIt 0.15 W /ft2 Bldg. (by perim)1 A 7.5 W/If Choose either the facade area or the perimeter method, but not both) Total Allowed Bldg. Exterior Watts Proposed Lighting Wattage (Exterior Use mfgr listed maximum input w attage. For fixtures w ith hard w ired ballasts only, the default table in the NREC Techni la/ !` WED ,!-' OH Garage Fixture Description Number of Fixtures Watts /Fixture Watts Proposed r flflPL f �OE tPPgnv n Garage Proposed Watts may not exceed Allowed Total Proposed Covered Parking Watts MAY 2 0 2013 Location Fixture Description 1 A t C ®. ■ of Fixtures Watts /Fixture Watts Proposed P L ILDING DIVISIt LTR# oposed Watts may not exceed Allowed Watts Total Proposed Exterior Watts tS 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 ity State ZIP /ady Owner's ,E;ey Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) GS (-__S an/ d 7 525-9500 //� Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address ' Z S c o rv2Yor S. PbbLIb�vq c 4 9/76 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 Z 5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 S 1 Q Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 A Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units 57 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 2.85 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/Pro: : Estimated Wastewater Discharge: 75 0 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 1-.o 1 C. Total Residential Customer Equivalents: (add A & B) A B 2.85 to I 6. Scc7 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 4 Date 2 // Print Name of Owner /Representative -/% G' ci S�i2� 1058 (Rev. 9/07) White - Kino County Yellow - Local Sewer Aoencv Pink - Sewer Customer Date: REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Requested by: A_ (4v,i e e LA" Permit No. i o ` CD 3 Firm/Company: , I ^' P /+c f C Project Name: c ,w iw- 11K 6 Ky o Project Address/Location: ( 3 S COv' -i-\ C- e...-Ci-/4 Time of Off -Hours Construction Activity — From: Co 4 v''` am/pm To: am/pm Requested Date of Inspection: 7 - r-( O Requested Time: (c7 9)111 Contact Name: (3/\■,44-Sw', ,) e ^-I Phone No. (C i C, -C(o Special Conditions for Consideration: ** 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 (4) hours. Signature: Print Name: 2e RD arte-compomut lilL21.21 PERMIT CENTER Reviewed by: Approved: IA Disapproved: Remarks: W:\Permit Center \Templates \Forms\After Hour Inspection Request.doc • Joanna Spencer - RE: Chow King /Tokyo Tokyo D10 -039 •'1 T. • MOM S Sq'9Y • Page 1 of 2 From: "Patrick Bums" To: "Bill Beebe" , "Joanna Spencer" Date: 05/19/2010 11:13 AM Subject: RE: Chow King /Tokyo Tokyo D10 -039 CC: , "Gary Wang" ,_, "Danyule Brakus" , 'Bill Fortunato" , "Mark Hilliard" Joanna JMs Ask discussed this morning the issue raised regarding the (2) trash compactors and the existing CB; PacLand Engineering will submit a revision to the Grease Interceptor Permit PW10 -0 by May 21, 2010. Per our discussion this email will serve as the cities ability too release the In -Line Restaurant permits. If you have any questions please feel free to contact me at 206 - 786 -9011. Sincerely Patrick Burns From: Bill Beebe [mailto:bbeebe @nadelarc.com] Sent: Monday, May 17, 2010 12:19 PM To: Joanna Spencer Cc: john @garywang.com; Gary Wang; rey_seafoodcity @yahoo.com; Danyule Brakus; Patrick Burns; Bill Fortunato Subject: RE: Chow King /Tokyo Tokyo D10 -039 Joanna, The two trash compactors mentioned are existing Westfield compactors that process waste on that side of the mall, including a few restaurants that I am aware of. Bill Beebe Associate Senior Project Manager bbeebenadelarc.com NRO[l NADEL ARCHITECTS 1990 So. Bundy Drive, Fourth Floor Los Angeles, CA 90025 P. 310.826.2100 F 310.826.0182 www.nadelarc.com "We measure our success by the relationships we build" Dio-03 � file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 05/19/2010 • From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us] Sent: Monday, May 17, 2010 11:45 AM To: Bill Beebe Subject: Fwd: Chow King/Tokyo Tokyo D10 -039 FYI, Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206- 431 -3665 jspencer @ci.tukwila.wa.us Page 2 of 2 »> "Joanna Spencer" < jspencer @ci.tukwila.wa.us> 05/14/2010 3:27 PM »> Tricia, Sht T -1.1 shows two trash compactors, which will be handling lots of food scraps. They also leak. PW requires an small CB in the pad where compactors are going to be placed with a connection to the in sanitary sewer via the grease interceptor. There is also a storm drainage CB and we don't want any stuff leaking from the trash compactor(s) to end up in our storm drainage system. The SeaFood City site design by Bill Fortunato, of PacLand in Seattle, WA @ 206 522 -9510 by was permitted under permit PW10 -050 and might need to be revised to accommodate capturing of possible trash compactor leak and routing it to the grease interceptor. Please discuss this issue with your client and contact Mr. Mike Cusick, PW Sen Water & Sewer Engineer @ 206 431 -2441 directly. Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206- 431 -3665 jspencer @ci.tukwila.wa.us b10-o3 ) fi1e: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 05/19/2010 4 April 16, 2010 • City of Tu. , E ll i Jim Haggerton, Mayor Department of Community ,► evelopment Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Incomplete Letter #2 Development Permit Application D10 -039 Chowking/Tokyo Tokyo —1379 Southcenter Mall Dear Ms. Russel, Jack Pace, Director This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on April 13, 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, fer Ma(shall t Technician Enclosures File: D10 -039 W: \Permit Center\Incomplete Letters\2010\D10 -039 Incomplete Ltr #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: April 15, 2010 Project Name: Chowking/Tokyo Tokyo Permit #: D10 -039 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. • • l 1 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 17, 2010 Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Incomplete Letter #1 Development Permit Application D10 -039 Chowking/Tokyo Tokyo —1379 Southcenter Mall Dear Ms. Russel, 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, ) \M. fer Marshall t Technician Enclosures File: D10 -039 W: \Permit Center\Incomplete Letters\2010\D10 -039 Incomplete Ltr #1 DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: February 16, 2010 Project Name: Chowking/Tokyo Tokyo Permit #: D10 -039 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. 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. • PERMIT C COP* PLAN REVIEW /ROUTING SLIP L ACTIVITY NUMBER: D10 -039 DATE: 05/07/10 PROJECT NAME: CHOWKING /TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # after Permit Issued DEPARTMENTS: dOing DiviMEsion JSS kwc. -'to Public Works Fire Prevention Structural n SM N /,4 il-to I Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 2- Comments: Incomplete n DUE DATE: 05/11/10 Not Applicable ❑ Permit Center Use Only - 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: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06/08/10 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 • eeti 11 C ROC Y. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -039 DATE: 04/13/10 PROJECT NAME: CHOWKING /TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued D PA TMEN S: B i in ivision� Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 04/15/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: W (Q 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: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 05/13/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents routing slip.doc 2 -28 -02 • • PE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -039 DATE: 02 -11 -10 PROJECT NAME: CHOWKING /TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # After Permit Issued DEPARTMENTS: `���� b� 4'e+ Building Division Public Works 11 4iVk Arc, 2--4q rQ Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete DUE DATE: 02 -16 -10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 11110 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: n No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 03 -16 -10 Not Approved (attach comments) n 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: 11 CD Plan Check/Permit Number: D10-039 • Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CIT RECEIVED MAY 0 7 2010 v aM1y CENTEFI Project Name: Chowking /Tokyo Tokyo Project Address: 1379 Southcenter Mall Contact Person: John Pangilinan Phone Number: 626.2886898 Summary of Revision: 1. Min. Plumbing fixture table added on sheet A -1.4. 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 space shown on sheet A -1.0. 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 space shown on sheet A -1.0 3. Revised layout to have the restrooms accessible from the customer area, see sheet A -1.0. Sheet Number(s): A -1.0, A -1.4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on O[011 G \applicationslforms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Pax; 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D10-039 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Chowking/Tokyo Tokyo Project Address: 1379 Southcenter Mal Contact Person: ceTV c APR 13 2010 Te4k Summary of Revision: Phone Number: leg L 4PI,JL slut/ A-1.1 d C-Glikte .64/714,r74' id IV 1-' 5e-E Ache" j4?t-L / 2 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IA Entered in Perinits Plus on ti lapplications\ loans- applications on line\rcvision submittal Created: 8 -13 -2004 Revised: Contractors or TradespeoplOinter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 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 Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 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 $1,000,000.00 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 05/25/2010 3 UK SO4J 2 SO LA U EN CE KY ER PEAL Don Penn. Consulting Eng. 635 WESTPORT PARKWAY, Grapevine, TX 76051 (817) 410 -2858 I \DEX T -LO COVER SHEET T -I.I SITE PLAN KEY PLAN T -1.2 GENERAL NOTES T -L3 GENERAL NOTES T -I.4 HC NOTES A -I.O FLOOR PLAN A -I.1 REFLECTED CEILING PLAN A -1.2 FLOOR FINISH PLAN A -I.3 ROOM FINISH, WALL DOOR SCHEDULES A -I.4 EXITING PLAN A -2.0 A -2.I A -2.2 A -2.3 A -2.4 A -2.5 A -3.0 A -3.I INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DETAILS DETAILS K -I.0 EQUIPMENT PLAN K -I.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 -3.1 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 NOTE, LEGEND, SCHEDULES CEILING PLAN ROOF PLAN H00D FAN DETAILS CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING CAPTIVE AIRE DRAWING P -I.0 GENERAL NOTES, LEGENDS, SCHEDULES P -2.0 WATER GAS PLAN P -3.0 WASTE E VENT PLAN P -4.0 PLUMBING DETAILS 711 N. Fielder Rd. Arlington, TX 76012 PHONE. (817) 635 -5696 FAX. (817) 635 -5699 ER MA SEPARATE PERMIT REQUIRED FOR: ,,l achanical LE Electrical lumbing Gas Piping City of Tukwila AWING DIVISION FELE C PY Permit No.. M.10.- 03? PIbn review approval is subject to errors and omissions. Approval of construction documents does not authorize kic violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By Date: �' � t 0 City Of Tukwila BUILDING DIVISION PROJECT C •' N S U L T A T REVISIONS No changes shall be made to the scone of work without prior approval of Tukwila Building Division. NOTE: Revisions will requiro a rinn and may inc'ude !) 111> REVATI'I' N S A.C.T. ADJ. A.F.F. ALUM. ALT. ANOD. BD. BLDG. BM. BOT. CFMF CL CLG. CLR. C.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.C. F.O.G.B. F.O.M. F.R.P. GA. GDW GL. GYP. BD. H.B. H.C. HDWR. HT. H.V.A.C. ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BUILDING BEAM BOTTOM COLD FORMED METAL FRAMING CENTER LINE CEILING CLEAR CONTROL JOINT CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUE CoUS) 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 HEATING /VENTILATING/ AIR CONDITIONING INSUL. ON LAV. L.L.H. LL.V. LT. (G) MAS. MAX. MAXIUM M.B.S. MECH. MIN. MINUMUM MISC. M.O. MTD. MOUNTED MTL. METAL O.C. OPP. HND. PCP PORTLAND CEMENT PLASTER PLYWD. PT (D) REF. REINF. REINFOP RM. ROOM ROT. ROTATED RS. ROUGH SAW S.C. SOLID CORE SCHED. SCHEDULE (ED) Si-T. SHEET SIM. SIMILAR SPEC. SPECIFICATION (5) STD. STANDARD STL. STEEL STRUCT. STRUCTURE (AL) TEMP. TEMPERED THK. THICK T.S. TUBULAR STEEL. TYP. TYPICAL UN.O UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL W.C. WATER CLOSET. WD. WOOD W.H. WATER HEATER W/ WITH (•) BY METAL BLDG. SUPPLER LEG] 123 COLUMN CENTERLINE. DIMENSION TO CENTERLINE DIMENSION OF FACE OF MATERIAL ROOM NUMBER 12 DOOR NUMBER 0 WINDOW NUMBER a6 INTERIOR WALL SECTION TYPE 03 A.2 INTERIOR ELEVATION WALL SECTION BUILDING SECTION ELEVATION IN SECTION ELEVATION IN PLAN REF. DETAIL 03/A.2 A - SECTION .2 - SHEET 03 - DETAIL REVISION AND REVISION NUMBER EXTERIOR ELEVATION 03/A.2 Gary Wang 8c Associates INC. 573 Monterey Pass Road, Unit Monterey Park, CA 91754 Ph: 626.288.6898 Fax: 626.288.1737 C, REVIEWED FOR CODE COMPLIANCE APPROVED MAY 202010 �J u4- City of Tukwila BUILDING DIVISION C'•DE TDEX 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) CHOWKING = 2,571.00 S.F. TOKYO TOKYO = 2,117.00 S.F. TOTAL = 4,688.00 S.F. PROJECT ADDRESS: CHOWKING / TOKYO TOKYO 1364 1362 SOUTHCENTER MALL TUKWILA, WA 98188 WWVI1io td -:: £SLitht; fif'ik CITY OF TUKWILA MAY 0 7 2010 PERMIT CENTER t:ran er INCOMPLETE LTR# 2 . DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O 0 LO w >- M z °� U co \M Z Y2 U 0 NU 0 - �LL. w O W 8897 REGISTERED CORTLAND RED CORTLAND MORGAN STATE 01VASI9GTON REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 L LANDLORD CORR. FINALS COVER 6-MET, PROJECT NO ANC M,A F SHEET NUMBER OWNER: CHOWKING / TOKYO TOKYO 2883 SURVEYOR ST POMONA, CA 91768 TEL: (909) 525 - 9500X118 FAX: (909) 992 -3159 CONTACT PERSON: REY LACSON JOBSITE LOCATION: WESTFEILD SOUTHCENTER MALL 1379.SOUTHCENTER, SPACE 362 & 364 TUKWILA, WA 98188 DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. ARCHITECT AIA: CORTLAND MORGAN ARCHITECTS AIA 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: (817) 635 -5696 FAX: (817) 635 -5699 MFc4kCTOR COORDINATING CONSULTANT: GARY WANG AND ASSOCIATES 573 MONTEREY PASS RD, "UNIT C" MONTEREY PARK, CA 91754 PHONE: 626 288 -6898 FAX: 626- 288 -1737 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 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 HEALTH DEPARTMENT: PUBLIC HEALTH SEATLE AND KING COUNTY ENVIRONMENTAL HEALTH 2124 4TH AVE., 4TH FLOOR SEATLE, WA 98121 PHONE (206) 206 -4787 O O 1 Okofffff ESSE EMS oaK off 2174g 12 12 y JJM EMEME /MRS ya .;srterm .aim >::::..;K : CHOWKING / TOKYO TOKYO PROJECT LOCATION (E) WOMEN'S RESTROOM (E) MEN'S RESTROOM (E) HC PARKING REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS ®— A— A ®— PATH OF TRAVEL STRANDER BLVD F'R ®J. CONTACT INFO IN >C eITE FDLAN SHEET NUMBER SITE PLAN /r RECEIVED CITY OF TUKWILA MAY 0.7 2010 PERMIT CENTER GEN. CONSTRUCTION NOTES GENERAL NOTES . 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 WORK. 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. CONSTRUCTION DOCUMENTS 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 SUBMITTAL 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. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PERFORM ALL 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. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUB BID D E ES 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. INTENTION THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS "/ EQUIPMENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 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 JURISDICTION, 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 DEBRIS AND WASTE ATTRIBUTED TO THE JOB. 13. INSULATION A. ROOF INSULATION SHALL BE RATED FIBERGLASS BATTS BETWEEN BOTTOM CHORDS OF TRUSSES OR BETWEEN ROOF JOISTS PER TITLE 24 REQUIREMENTS. RATED FIBERGLASS INSULATION LIKEWISE BE PROVIDED AT THE EXTERIOR STUD WALLS BETWEEN STUDS PER TITLE 24 REQUIREMENTS. REFER TO ENERGY CONSERVATION NOTES AND MANDATORY MEASURES FOR ADDITIONAL INSULATION NOTES AND REQUIREMENTS. 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. B. 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 R PROPER UTILITY COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. NO CONTRACTOR, SUBCONTRACTOR, OR SUB- CONTRACTOR IS TO START HIS WORK UNTIL HE /SHE HAS FIRST 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 CONSTRUCTION. 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. . THE CONTRACTOR SHALL 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. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED SAME. 6. LIABILITIES 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. THE ARCHITECT WHO SIGN THESE PLANS, 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. . ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR. THE DESIGN ADEQUACY AND SAFETY 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 MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. • THE TERM 'CONTRACTOR' AS USED HERE IN AND ON THE DRAWINGS SHALL ALSO BE APPLICABLE TO EACH SUB- CONTRACTOT . RAWINGS AND /OR SPECIFICATIONS AND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK INVOLVED. . 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, 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. . ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED DIMENSIONS. . ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALES SHOWN ON ALL PLANS, DRAWINGS AND DETAILS. . 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. • IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS, 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. . THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES PRIOR TO DEMOLITION EXCAVATION. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER, POWER, AND TOILET FACILITIES AS REQUIRED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AVAILABILITY OF ALL OFF -SITE UTILITY LINES. 11. AREAS DESIGNATED FOR OFF- STREET PARKING AND LOADING, 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 UNIT 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 MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. } 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 BRACING, 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 AND /OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 17. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK, 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, BRACING, BACK -UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. 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 PRODUCTS, 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 PACKAGES, MATERIAL AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WOOD BLOCKING IN AN UPRIGHT POSITION, PROTECTED FROM THE ELEMENTS, IN A MANNER TO PREVENT DAMAGE OR MARRING OF FINISH. 28. ALL WORKS SHALL 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. 30. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT HIS PORTION OF THE WORK BEFORE, DURING, 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 MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS MUST VERIFY ALL EQUIPMENT REQUIREMENTS WITH THE EQUIPMENT SUPPLIER BEFORE ANY WORK IS DONE. 34. LOCATION OF ALL MECHANICAL ROOF OPENINGS SHALL BE DETERMINED AND VERIFIED BY THE MECHANICAL CONTRACTOR. EXISTING BUILDING AND STRUCTURES 1. WHEN A RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION TO AN EXISTING BUILDING OCCURS, COMPLIANCE INCLUDES THE FOLLOWING: A. THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. . ' A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION OR ADDITION MUST FULLY COMPLY. BUILDINGS THAT HAVE BEEN REMODELLED TO PROVIDE SPECIFIC SANITARY FACILITIES AND /OR 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 WORK /RESPONSIBILITIES /COORDINATION 1. THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF THE LOCAL BUILDING CODE AND CITY AND COUNTY LAWS AND ORDINANCES. . CONSTRUCTION SHALL CONFORM WITH ALL APPLICABLE BUILDING CODES AND ALL OTHER APPLICABLE ORDINANCES, 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. 3. THE DRAWINGS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHMENT WORK. THE INTENTION OF THESE DOCUMENTS IS ONLY TO SHOW MATERIALS, EQUIPMENT, AND THEIR FINISHED CONDITION FOR THE PROPER COMPLETION OF THE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF OF THE WORK. THESE CONTRACT DOCUMENTS ARE INTENDED TO BE COMPLIMENTARY. WORK REQUIRED TO BE DONE BY ONE DOCUMENT AND NOT BY OTHERS SHALL BE DONE AS IF REQUIRED BY ALL. 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. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTION, OR DETAILS ON DRAWINGS. WORK NOT INCLUDED IN CONTRACT: ITEMS DESIGNATED AS 'N.I.C.', FUTURE, OR BY OWNER SHALL BE EXCLUDED FROM THIS CONTRACT, ALL 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 SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH ANY AND ALL OTHER APPLICABLE STATE AND / OR LOCAL SAFETY 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, PLUMBING, 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 IS 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 CONSTRUCTION. 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 M e4 S, �� D PROCEDURES REQUIRED FOR THE PERFORMANCE OF HIS OR HER SUBCONTRACT ►a:. ; , J. ,$ • h ABOUT THE JOB SITE. CODE COMPLIANCE APPROVED MAY 202010 City of Tukwila BUILDING f IVIRIfl RECEIVED CITY OF TUKVVILA MAY 07 2010 ERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 • LANDLORD CORR. FINALS A - ® - ® - 8- • - ® - C;ENERAI NOTES SHEET NUMBER T =1 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. 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. VERIFY ANY SPECIAL FINISH AREA PRIOR TO COMMENCING WORK. CONTRACTOR IS TO PROVIDE A PAINT ROLLER TEXTURE TO WALLS ONLY. SEE FINISH SCHEDULE FOR EXISTING WALLS. 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. CEMENTITIOUS BACKER UNITS (C.B.U.) 1. REQUIREMENTS A. SET TILE IN LATEX MODIFIED DRY -SET MORTAR . 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) PREPARATION BY CEMENTITIOUS BACKER UNIT INSTALLERS A MAXIMUM VARIATION IN THE BACKING SURFACE 1/8" IN 8' -0" FROM THE REQUIRED 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. PLANE HORIZONTAL AND VERTICAL JOINTS AND CORNERS 1/8" SPACING FILLED SOLID WITH LATEX MODIFIED DRIED -SET MORTAR. . 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. 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 THE BUILDING AND SAFETY DEPARTMENT. 23. NO HAZARDOUS WASTE TO BE STORED ON THIS SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH GOVERNING AGENCIES ( LOCAL STATE AND FEDERAL) IN CONNECTION WITH THIS PROJECT. FEE FOR ANY AND ALL STORE SIGNS TO THE FOLLOWING EXPOSED SURFACES ARE TO BE PAINTED OR STAINED: 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. ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL UNLESS NOTED OTHERWISE ON ROOM FINISH SCHEDULE. 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. 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 C. 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: . EACH ZONE SHALL BE PROVIDED WITH AT LEAST ONE AUTOMATIC TEMPERATURE CONTROL FOR THAT ZONE. B. MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55T TO 85T. 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. ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / UNSEED OIL SHALL BE APPROVED BY THE COATING MANUFACTURE. 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 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. 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. VERIFY FINISHES ON SIGNAGE WITH ARCHITECT. ALL METAL PAINT TO BE AUTO BODY PAINT. CABINET WORK MAKE ALL FINISHED WORK PER THE DETAILED DRAWINGS AND GRADE REQUIREMENTS OF THE WOODWORK INSTITUTE , 'MANUAL Or MILLWORK' (W.I.C.) TAKE SUCH FIELD MEASUREMENTS AS MAY BE REQUIRED. 28. MECHANICAL VENTILATION SUPPLY AND EXHAUST SYSTEMS WITH MORE THAN 5000 CFM OF PROVIDED WITRH AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN. AIR SHALL BE FINISHED WOOD AND CABINET MATERIALS SHALL HAVE MOISTURE CONTENT NOT EXCEEDING 12 % BY WEIGHT. PLASTIC LAMINATE FINISHING SHALL CONFORM TO REQUIREMENTS OF ARCHITECTURAL WOODWORK INSTITUTE. 'QUALITY STANDARDS' FOR 'CUSTOM' GRADE AND NOTES CONTAINED HEREIN. 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. 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 PER FINISH SCHEDULE PER FINISH SCHEDULE HINGE 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. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL CODES. 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: WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. 6. 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. 7. 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 SHOP DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW. THE ACTUAL PLANS ONLY SHOW LIMITED DESIGN DETAILS AND ARE NOT ADEQUATED FOR CONSTRUCTION OF THE SIGN. A SEPERATE PERMIT WILL BE REQUIRED. 2. BARRIER LAWS FOR THE PHYSICALLY HANDICAPPED. (BELOW ARE MINIMUM GUIDELINES PER TITLE 24). SHOULD THERE BE A CONFLICT BETWEEN THESE MINIMUM REQUIREMENTS 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. 5. 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. 8. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 9. 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 PPROVED MAY 202010 City of Tukwila BUILDING DIVISIniv RECEIVED CITY OF TUKWILA MAY 0.7 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 7601, PH: (817) 635 -5696 FAX: (817) 635 -5699 0 Y ...I 0 � � I- Q N W M� �p 0 M W >-- W� °�UZ� 1- vgt rz w < Zaoc°nY CD N U. 1.--- H ?� I- M 0 W 2 � U 8897 REGISTERED T CORTLAND MORGAN STATE OF A) ING(ON REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Q LANDLORD CORR. FINALS ® - ® - ® - NOTES SHEET NUMBER T 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 SIDEWALKS, 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) THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE (1127B.1) WALKS & SIDEWALKS 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) GROUND AND FLOOR SURFACES ALAONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP- RESISTANT: (11208.2 & 11246.1) 1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 ". (1133B.7.1) WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH. (1133B.7.1, FIG 11B-27(A)) WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. (1133B.7.4, FIG 11B-5E(c) & (d)) . CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATEMENT. (11246.2, FIG 11B -5E(c)) 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. (11248.2, FIG 11 B- 5E(d)) . IF CARPET OF CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FRRIM 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 1/2 ". 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 11248.2. (1124B.3, FIG 11B-7B) 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. (1133B.7.4) WALKS AND SIDEWALKS SURFACES SHALL BE SLOP- RESISTANT AS FOLLOWS: (1133B.7.1) CORRIDORS & AISLES 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) SURFACES WITH A SLOPE OF 6% OR GRATER GRADIENT SHALL BE SLIP- RESISTANT. (1133B.7.1.2) 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) EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. (11338.3.1) FIXED OR BUILT- IN SEATING, TABLES & COUNTERS 1. WHERE FIXED OR BUILT -IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5% BUT NEVER LESS THAN I 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". (11226.2, FIG11B -13) 3. IF SEATING FOR PEOPLE IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED. (11228.3, 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 STATIONS, 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 28" TO 34" HIGH. (1122B.4) 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. (1117B.5.8.1, FIG LIB -6) HAZARDS AND PROTRUDING OBJECTS WALKS, HALL, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SHAPCES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. (1121B.2, FIG 11B-7A) CONTROLS & OPERATING MECHANISMS 7. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT. (1133B.7.1.3) ENTRANCES & 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) CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE BY SECTION 101:4.11 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 11178.6 (1117B.6.1) . 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. ( 1117B.6.2 ) . EVERY REQUIRED EXIT DOORWAY WHICH IS 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. (1133B.1.1.1.1, 1133B2.2) DOORS 1. MANUALLY OPERATED EDGE - OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC V FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING T HE 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 BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (11338.2.5.1) 4 HAND- ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. (1133B.2.5.1) 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) 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)) WHERE A PAIR OF DOORS 1S 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. (11338.2.3.1) THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWERE THAN 15" 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 15" ABOVE THE FLOOR. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING OF THE WRITS. TO FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE. (11178.6.4) FAUCET CONTROLS AN D 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.' (11158.2.1.6.1) 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 48 ".SEE FIGURE 11B-c(a). THE MINIMUM LOW FORWARD REACH IS 18". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 11 B- 5C(b). (11188.5) IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR, 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 1116 5D (A) & (B). IF THE SIDE REACH IS OVER AND OBSTRUCTION, THE REACH AND CLEARANCES SHALL BE AS SHOWN IN FIGURE 111B -5D(C). (11188.6) 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. (1133B.2.4, 1133B.2.5.3, FIG 11B-26, FIG 11B-33) 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 IS LIMITED TO 8 ". (1133B.2.4.3, 1133B.2.4.5, FIG 11B-33(A)) 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(a)) 13. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. (1133B.2.4.1) EMPLOYEE WORK AREAS & WORK STATIONS NOTE: GENERAL EMPLOYEE AREAS ARE "THOSE AREAS COMMONLY USED BY MULTIPLE EMPLOYEES, SUCH AS RESTROOMS, BREAK ROOMS, 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 DO 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. (11238.1) 14. WHERE THE DOOR OPENS INTO A STAIR OF A SMOKE PROOF ENCLOSURE, THE LANDING NEED NOT HAVE A LENGTH OF 60" (1004.9.2.3A) 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 WITHOUT CREATING A TRAP OR HAZRDOUS CONDITION. (133B.2.6, FIG 11B-29) SPECIFIC WORKSTATIONS, WITH THE EXCEPTION OF WORKSTATIONS IN SALES FACILITIES, 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. (1123B.2) EMPLOYEEWORKAREASSHALIBEACCESSIBLEBYMEANSOF36 'MINIMUM AISLE AND 32 MINIMUM CLEAR OPENING DOOR WIDTH. (11056.3.2.3, 11058.3.3.2, & 1108B.5) THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 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 REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (11178.5.8.1.2. & 11127B.3) WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE, RAISED LE. IIERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1176.5.2 THROUGH 111713.5.7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS 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 60" 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. (1117B.5.1.1, 11178.5.7) 4. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACE OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 11 17B.5.2, 11178.5.3, 11178.5.5, 1117B.5.6, 11176.5.7. MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EXIT SIGNAGE, 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) 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: (11178.5.5) 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) RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8' HIGH (MAXIMUM (11178. 5.5.2) C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. (1117B.5.5.3) CHARACTERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND 1:10. (1117B.5.3) CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHAL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACK (11178.5.2) 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 1121B, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 ". (1117B.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) 16. 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 AUTHORITY, NOT TO EXCEED 15 POUNDS. (133B.2.5) 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) CONSTRUCTION FRAMING MATERIALS, INTERIOR FINISHES, CABINETRY AND PLASTICS SHALL COMPLY WITH NON - COMBUSTIBLE MATERIAL REQUIREMENTS OR MEET SELF- IGNITION TEMPERATURE AND SMOKE- DEVELOPED INDEX AS SPECIFIED IN THE CODE FOR THIS SPECIFIC BUILDINGS TYPE OF CONSTRUCTION. (IBC CHAPTER 7, 8 & 26) IBC 1004.3 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 TACTILE EXIT SIGN EXIT • '• ~•�i� 111785.3.2 NON -GLARE FINISH. CHARACTERS CONTRAST WITH BACKGROUND, EITHER LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND. 1117B.5.3 CHARACTER WIDTH-TO-HEIGHT T R WIDTH TO HEIGHT RATIO BETWEEN 3:5 � I:I � STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 a 1:10. 11178.5.5 1. RAISED SANS SERIF UPPERCASE CHARACTERS RAISED A MINIMUM OF 1/32 ". 2. HEIGHT OF RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 ", MAXIMUM OF 2 ". 1117B.5.6 CONTRACTED GRADE 2 BRAILLE WITH DOTS I /10" ON CENTERS WITH 2/10" SPACE BETWEEN CELLS 8r RAISED A MINIMUM OFF 1/40 ". III7B.5.7 MOUNTED ON WALL ADJACENT TO LATCH OUTSIDE OF THE DOOR OR NEAREST ADJACENT WALL, PREFERABLE ON RIGHT. 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 SIGNAGE ON LATCH SIDE OF SIGNAGE DOOR, CLEAR OF DOOR - SWING. MOUNT AT 60" TO CENTERLINE FROM FLOOR. .................. OF SIGN %`>N,••• = o i LE LETTER 32" / / " / i ' m MEN. , .. HEIGHT LETTERING \ 5/8" MIN. TO 2" MAX. UPPERCASE CORRESPONDING CHARACTERS GRADE II BRAILLE TACTILE EXIT SIGN 5_ RESTROOM DOOR SYMBOLS SCALE: NTS SCALE: NTS SYMBOL 0 WOMEN • 2" MIN. TYP. o 0 IikY MEN RESTROOMS 12" 12" 12" 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 BRAILLE OF 60 INCHES. ON DOORWAYS LEADING TO MEN'S SANITARY AN EQUILATERAL TRIANGLE 1/4 INCH AND A VERTEX POINTING UPWARD AND A CIRCLE 1/4 INCH 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 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 '` ' 1, .$i ,J ,; „l #, ? �, r SYMBOL. $ 11176.51. �,f >' \ ;a.;p :', :' era ,I 1•, ACCESSIBLE ENTRACE SIGN 6 RESTROOM DOOR SYMBOLS 2 SCALE: NTS SCALE: NTS BLDG. LINE RAMP TO COMPLY WITH FEDERAL, STATE AND LOCAL CODES AND REGULATIONS 1 1/4" DEEP GROOVES / F 2 © ® 3/4" X -,s_�_ 0 c.t 0_ - z 1:10 MAX SLOPE z N _ O , pQ 0 Nt. WRAP INSULATE : o - - in AT FLARED SIDES t A G 14/ �/ - z 2 M 20) _ Ma • •Z ��A 4> F of N 5�o P DRAIN PIPE © e ,�V�v. r oul Y 6-rfAS 12‘41r -O" H EAVY BROOM FINISH %i4' CURB FACE MIN. • \ � G °' \ _ o �, RAMP AT. CURB 3 I III i III \ 12" MAX. 6" HIGH CERAMIC TILE SCALE: 1/4" = 1' -0'1 70 SQ. INCH W/ 3/8" COVE., TYP. ACCESSIBILITY SIGN PER SEC. 3107A(C) AI 0 0 RECEIVED CITY OF MOW MAY.07 2010 I 9 it) ! II, r� il IT WHEEL STOP °, � APPROVED MAY 20200 z c:. STRIPES ■■ ■ ■ ■ ■ ■■ ■■ III ■ ■■ 8" MI DEEP BATHROOM ACCESSORIES O 2 WALL GRAB BAR = 42" & 36" O ® TOILET TISSUE DISPENSER ® ® TOILET SEAT COVER DISPENSER ® SOAP DISPENSER O MIRROR PAPER TRASH TOWEL DISPENS RILING RECEPTACLE AT 36 ON CENTER a -o " � 5 -0, MIN. AT -10AL AGGES- WITHIN THE ACCESSIBLE PARKING STALL PAINT THE WORDS 70 SQ. INCH ACCESSIBILITY SIGN 8 -0 MIN. AT VAN AGGESS "NO PARKING" IN 12" HIGH LEI IERS MIN. PER SEC. 3107A(C) TYP. RESTROOM ELEVATION 7 DISABLED PARKING STALL 4 SCALE: NTS SCALE: 1 /8" = 1' -m" DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O Ce O (p [LI i- M Z ‘2°'j U NI- ET. O CO \M O W N gt. N� 0 w Z � U REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS A A- A- A- A- HC ts.OTE SHEET NUMBER WALL LEGEND EXISTING WALL TO REMAIN •,O • d,• O •, p p • p p p pp • p , , ; NON BEARING WALL 25 GA. METAL STUD 16" O.C. U.N.O. WALL TO BE REMOVED METAL STUD LOW WALL 25 GA. ® 16" O.C. U.N.O. KEY NOTES FUR OUT EXISTING COLUMN. 6" HIGH CONC. CURB 40" LOW WALL GLASS RAILING 1 2 3 4 USE TILES INSTEAD OF FRP ON THIS WALL WALL IN -FILL. MATCH WITH EXISTING WALL SIZE AND FINISH. 5 6 NOTES 1. SEE SHEET A -1.3 FOR FINISH, DOOR AND WALL SCHEDULES. 80' -0" (V.I.F.) 4' -11 6' -7" WOM :..................... ....:;:;<:..................... Po o 2' .1.� ".::: I ? ^ Nu Z KI I TCI�EN ��: , ; 0. PREP /STORAGE o r....... (AREA \ . . 21 -5" AREA e:� 10 { 4 109 ; z 4. -Mz• i.... ©: W3 I IN J _? r}� N t • : :..:24' -5" 7' -10" ❖ W3 �� . DINING AREA 3 DINING AREA 2 SERVICE AREA 00 ............ CD 1 0 V. 0 P; N o • ALIGN •ojjj 1,30 "X48" CLR A ° - -,,� Y� _ j, `'� , RESTROOM A i i ° _ M pG I II1 _.. \ KITCHEN C , AREA s.. ®FO a, 104 II # N ----------------------- ---:-'s ALIGN CD J Cr) STORAGE AREA • 18' -1" DINING AREA 1 00) 8' -6 SERVICE AREA CD J 0 6' -10" 16' -0 10' -8" 9, -11" 5, -9" 30' -2" 10' -9" REVIVilED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL.A N MAY., 0 7 201 PERMIT CENTER FLOOR PLAN SCALE: 1 /4 " =1 ' -0" EB DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 >- J Y J 0 �J a � �� N (.p >- M Z W 00 U O �Z� F- 0 \ N W �J z Q D NY 1— M 0 W 2 � U REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS A- A- PI-001R PL. 4N SHEET NUMBER 1. SEE SHEET A-1.3 FOR CEILING SCHEDULES AND ELECTRICAL FIXTURE LEGEND. DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. DINING AREA CEILING +12'-0" A.F.F. 11•1111111•1111111111111•11111111■1 KITCHEN +11 '—On A.F.F. C2 11'-5" +16'-4" A.F.F. B.O. (E) SOFFIT +15'-8" A.F.F. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 RESTROOM +10'-0" A.F.F. B.O. (E) CEILING +17'-4" A.F.F. EXISTING SUSPENDED T—BAR AND CEILING TILES TO BE REMOVED DINING AREA CEILING +12'-0" A.F.F. B.O. SOFFIT +11 '-0" A.F.F. B.O. SOFFIT +10'-0" A.F.F. SOUTHCENTER MALL RECESSED CEILING B.O. (E) CEILING +17'-4" A.F.F. WESTFIELD NF- EXISTING SUSPENDED T—BAR AND CEILING TILES TO BE REMOVED RESTROOM +10' —0" A.F.F. B.O. CEILING DECO +12'-0" A.F.F. 10'71 1!'.. •;: • 97 AiQ MORGA, N INGTON • PREP/STORAGE +10'-0" A.F.F. REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 LANDLORD CORR. FINALS MALL SIGNAGE, NOT IN SCOPE KITCHEN AREA +1C-0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 RECESSED CEILING DINING AREA CEILING +12'-0" A.F.F. REM-NOTED CEIL.ING PLAN DROPPED CEILING +11'-0" A.F.F. RECEIVED CITY OF TUKWILA MAY 0 7 2010 PERMIT CENTER REFLECTED CEILING PLAN SCALE: 1/4"=l SHEET NUMBER PAINT SCHEDULE NO. MANUFACTURER MFG # COLOR FINISH REMARK FINISH SCHEDULE ROOM NAME FLOOR BASE WALL CEILING (PT-1) GLIDDEN GLRO6 RED GERANIUM SEMI -GLOSS TOKYO TOKYO RED (PT-2) BEHR 780E -1 BILLOWY DOWN SEMI -GLOSS WALLS (FLAT FINISH WHERE MURAL OCCURS) (PT-3) BEHR (OR EQUAL) ALL SPICE ACCENT COLOR (PT - -4) DUNN EDWARDS DEW 328 PEARL WHITE SEMI -GLOSS BASE COLOR (PT - -5) GLIDDEN 31YY81/214 HONEYTONE SECONDARY (PT-6) T.B.D. MALL DESIGNED / PROPOSED PAINT COLOR WALL PANEL / LAMINATE SCHEDULE NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK (WP -1 ROSEBURG DURAMINE LAMINATE 55 HARD ROCK MAPLE (WP -2) AMERICAN LAMINATES ACCENT MATERIAL 9012 FUSION MAPLE (WP -3) ROSEBURG DURAMINE WAINSCOT 78 WINDSOR MAHOGANY (WP -4) ROSEBURG DURAMINE LAMINATE 64 PEARWOOD MARLITE FRP P100 WHITE S/S FABRICATOR S/S PANEL (22 GA.) BEHIND COOKING LINE COLORED GLASS WOOD VENEER STRIPS RED PAINT BEHIND PORTAL PORTAL METAL PANEL T.B.D. TILE /FLOOR FINISH SCHEDULE NO. MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK EUROWEST 24" X 24" DELUXE CREMA POLISHED CHOWKING DINING - FIELD EUROWEST 24" X 24" DELUXE OLIVE BROWN POLISHED CHOWKING DINING - ACCENT EUROWEST 6" X 24" COVE DELUXE CREMA POLISHED CHOWKING DINING - BASE CT -4 DAL TILE DAL TILE 20" X 20" VERANDA P506 LEATHER RESTROOM FLOOR 6" X 20" COVE VERANDA S -36E9T LEATHER T2 DINING, RESTROOM BASE (CT - -6) PORCELANOSA 12" X 12 ". BAMBU BETA BEIGE RESTROOM WAINSCOT PORCELANOSA 4" X 12" BAMBU BETA BEIGE RESTROOM BELT (CT - -8) EUROWEST 24" X 24" DELUXE PERLA POLISHED T2 DINING FLOOR - FIELD (CT -9 EUROWEST 24" X 24" DELUXE DELORIAN GREY POLISHED T2 DINING FLOOR - ACCENT �CT -10� EUROWEST (QT - -1) (QT -2) (QT-3) ALFAGRES DAL TILE DAL TILE 6" X 24" DELUXE DELORIAN GREY POLISHED 6" X 6" PAVERS 0Q84 RED PAVER SMOOTH 3/8" G4 6" X 6" COVE PAVERS P -3665 RED PAVER SMOOTH 3/8" G4 4 "X8 TEAK RED SMOOTH 3/8" G4 T2 BASE KITCHEN, PREP, STORAGE FLOOR KITCHEN, PREP, STORAGE BASE CK SERVICE AREA FLOOR @QT - -4) ALFAGRES 6" X 6" COVE TEAK RED SMOOTH 3/8" G4 CK SERVICE AREA BASE (QT-5) ALFAGRES 6" X 6" COVE TEAK COFFEE SMOOTH 3/8" G4 T2 SERVICE AREA FLOOR (QT-6) ALFAGRES 4" X 8" TEAK COFFEE SMOOTH 3/8" G4 T2 SERVICE AREA BASE ELECTRICAL FIXTURE LEGEND SYMBOL DESCRIPTION LAMP X WATTS 2' X 4' FLUORESCENT LIGHT HIGH EFFICIENCY T8 TROFFER STATIC BY: "LSI ", PETROLEUM LIGHTING, GA332SDSS010EM120LMP841 DOWNLIGHT, RECESSED COMPACT FLUORESCENT DOWNLIGHT, RECESSED COMPACT FLUORESCENT PENDANT LIGHT (T.B.D.) REMARK 32W T8, 48" T8, 120/277V 50/60H•, LMP841 W/ SHATTER PROOF LENS W/ SHATTER PROOF LENS KITCHEN, PREP AREA, & SERVICE AREA. W/ SHATTER PROOF LENS © KITCHEN, PREP AREA, & SERVICE AREA. TRACK LIGHTING (T.B.D.) X CEILING MOUNTED EMERGENCY LIGHT,TWO HEADS WITH BATTERY PACK, 120V, WHITE COLOR 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) 25 W 2 X 7W VERIFY WITH OWNER CLEAR FLEXI Y EXHAUST FAN (SEE M- DRAWINGS FOR DETAILS) CEILING SCHEDULE NO. MANUFACTURER DESCRIPTION MATERIAL FINISH C1 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD ROSEBURG DURAMINE (55) HARD ROCK MAPLE C2 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD PAINT GLIDDEN RED GERANIUM SEMI -GLOSS C3 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD PAINT BEHR BILLOWY DOWN SEMI -GLOSS C4 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD ROSEBURG DURAMINE FUSION MAPLE C5 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD FORMICA LAMINATE (9012) EBONY C6 USG 2' X 4' SUSPENDED T -BAR GRID CEILING SYSTEM "VINYL ROCK" VINYL - CLAD GYP. BD. PANELS WHITE SMOOTH & WASHABLE C7 ARMSTRONG 2' X 2' SUSPENDED T -BAR GRID CEILING SYSTEM ANGLED TEGULAR CIRRUS #584 CEILING SYSTEM WHITE WITH WHITE TRACK C8 GOLD BOND DRYWALL CEILING ON METAL FRAMING 5/8" TYPE "X" GYPSUM BOARD PAINT DUNN EDWARDS PEARL WHITE DEW 328 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 100 DINING AREA 1 CT -1 18" X 18" POLISHED TILES CT -2 18" X 18" POLISHED TILES CT -3 6" X 12" COVED BASE PAINTED DRYWALL SEE ELEVATIONS GYP. BD. W/ SMOOTH WASHABLE PAINT C5 2'X2' SUSP. GRID DINING AREA 2 DINING AREA 3 CT -8 (T.B.D.) CT -9 (T.B.D.) CT -8 (T.B.D.) CT -9 (T.B.D.) CT -5 6" X 13" COVED BASE PAINTED DRYWALL SEE ELEVATIONS GYP. BD. W/ SMOOTH WASHABLE PAINT CT -5 6" X 13" COVED BASE PAINTED DRYWALL SEE ELEVATIONS 103 SERVICE AREA QT -3 4 "x8" QUARRY TILE QT-4 5 1/2"x6" X 3/8" RAD. COVED PAINTED DRYWALL SEE ELEVATIONS KITCHEN AREA QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WF -2 S.S. BEHIND COOK LINE WF -1 FRP PANEL (WHITE) GYP. BD. W/ SMOOTH WASHABLE PAINT GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) 1 WASHABLE VINYL COATED GYP. BD. PANELS STORAGE AREA QT -1 6 "x6" QUARRY TILE QT -2 5 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) RESTROOM CT-4 12" X 12" TILES 6" x 12" COVE BASE 107 SERVICE AREA QT -5 4 "x8" QUARRY TILE QT-4 5 1/2"x6" X 3/8" RAD. COVED WF -1 FRP PANEL (WHITE) CT -6 WAINSCOT PAINTED DRYWALL (SEMI GLOSS) C4 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS C4 2'X4' SUSP. GRID WASHABLE VINYL PREP. AREA QT -1 6 "x6" QUARRY TILE QT -2 5 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WF -1 FRP PANEL (WHITE) GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) C4 X4 S GR WASHABLE VINYL COATED GYP. BD. PANELS 109 STORAGE AREA QT -1 6 "x6" QUARRY TILE QT -2 5 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) RESTROOM CT-4 12" X 12" TILES WALL SCHEDULE NO. DESCRIPTION 6" x 12 "COVE BASE WF -1 FRP PANEL (WHITE) CT -6 WAINSCOT PAINTED DRYWALL (SEMI GLOSS) C4 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS C4 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS • EXISTING WALL TO REMAIN. NEW GLASS 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 LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES. (SEE DETAIL 4/A -3.0) FUR OUT WALL 3 -5/8" 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. ONE SIDE DOOR SCHEDULE NO. DESCRIPTION MFG# SIZE FRAME FACEIEDGE THK. CORE LITE RATE HDW D1 NEW STOREFRONT DOOR 3'- 0 "x7' -0" PAIR ALUM. GLASS PER MFG. GLASS GLASS PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS NEW STOREFRONT DOOR 3'- 0 "x7' -0" ALUM. GLASS, PER MFG. GLASS GLASS PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS D3 EXISTING REAR DOOR 3'-0"x7'-0" EXISTING EXISTING EXISTING EXISTING EXISTING D4 INTERIOR DOOR 3'- 0 "x6' -8" H. METAL 1 3/4" HOLLOW LEVER TYPE HARDWARE SCHEDULE INSTALLED AND PURNISHED BY. G.C. ITEM MANUFACTURER HW -1 HW -2 HW -3 HW-4 HW -5 HINGES STANLEY FBBK179xNRPxSEC,STUD 4 1/2x4 600 SERIES 2700 BIFOLD HDWR. FBB19 4 1/2x4 600 CLOSERS DORMA DOOR CONTROLS RTS01 /BFE 90' NHO 626 RTS01 /BFE 90' NHO 626 TS83 -1 PA AL TS83 -1 AL PANICS AMERICAN DEVICE MFG 4102Bx OP02 630 4102Bx OP02 630 LOCKSETS MARKS USA AS REQUIRED 626 5690FS 626 STANLEY CD39 -9730 195L 626 STOPS THRESHOLDS, BTMS. PEMCO 345AV 628 2005AV 628 HANDICAP SIGNS SBH RFH14RR MEN'S, RFH12RR -1 WOMEN'S DOOR BELL TRINE 101 WHITE VIEWER F4470 628 KICKPLATE TRIMCO KP0038 35 "x10" LDW 630 KP0038 35'x10° LDW 630 (BOTH SIDES) SILENCERS 1229 GRAY 1229 GRAY DOOR TYPES 6' -0" 3' -0" w 3' -0" (VERIFY) 3' -0" PAINT FINISH SEE SHEET A -2.0 S/S KICK PLATE L ADA SIGNAGE AS REQUIRED F.F.L. - PROVIDE 10" MIN. STAIN. STL. KICK PLATE. ON BOTH SIDES. IT SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. PER CBC SECTION 1133B.2.6 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 202010 City of Tukwila BUILDING DivISInM RECEIVED CITY OF TUKWILA MAY.J 0 7 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF, CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 MMMMIMMMMIMININM REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS FINISH, DOOR, LIJ41.1., AND CEILINla LEaEND ,AND NOTES SHEET NUMBER 4=1.3 NO. (PT-2) (PT-3) (PT -4) (PT-5) (PT-6) MANUFACTURER GLIDDEN BEHR MFG # COLOR FINISH REMARK FINISH SCHEDUL ROOM NAME FLOOR GLRO6 BASE WALL RED GERANIUM SEMI -GLOSS TOKYO TOKYO RED 780E -1 BILLOWY DOWN SEMI -GLOSS WALLS BEHR (OR EQUAL), ALL SPICE DUNN EDWARDS GLIDDEN DEW 328 PEARL WHITE SEMI -GLOSS (FLAT FINISH WHERE MURAL OCCURS) ACCENT COLOR BASE COLOR CT -1 ',18" X 18" POLISHED TILES CT -2 18" X 18" POLISHED TILES CT -3 6" X 12" COVED BASE PAINTED DRYWALL SEE ELEVATIONS CT-8 (T.B.D.) CT -9 (T.B.D. 6" X 13" COVED BASE PAINTED DRYWALL SEE ELEVATIONS CEILING GYP. BD. W/ SMOOTH WASHABLE PAINT C5 2'X2' SUSP. GRID GYP. BD. W/ SMOOTH WASHABLE PAINT 31YY81/214` HONEYTONE DRAWN: STAFF CHECKED: C.M. T.B.D. SECONDARY MALL DESIGNED / PROPOSED PAINT COLOR DINING AREA 3 WALL PANEL / LAMINATE SCHEDULE NO. MANUFACTURER (w -1) (WP -2) (WP -3) (WP -4) (S -2) DESCRIPTION MFG# CT -8 (T.B.D.) CT -9 (T.B.D.) CT -5 6" X 13" COVED BASE PAINTED DRYWALL SEE ELEVATIONS QT -3 4"x8" QUARRY TILE QT-4 5 1/2 "x6" .X 3/8" RAD. COVED COLOR /FINISH ROSEBURG DURAMINE AMERICAN LAMINATES ROSEBURG DURAMINE ROSEBURG DURAMINE MARLITE S/S FABRICATOR LAMINATE ACCENT MATERIAL WAINSCOT LAMINATE. FRP S/S PANEL (22 GA.) COLORED GLASS WOOD VENEER STRIPS 55 9012 78 64 P100 TILE /FLOOR FINISH SCHEDULE NO. (CT-4 MANUFACTURER EUROWEST EUROWEST EUROWEST (CT-6 (CT -8 DAL TILE DAL TILE DESCRIPTION SERIES 24" X 24" 24" X 24" DELUXE DELUXE 6" X 24" COVE DELUXE 20" X 20" VERANDA HARD ROCK MAPLE FUSION MAPLE WINDSOR MAHOGANY PEARWOOD WHITE, RED PAINT BEHIND MFG# COLOR CREMA OLIVE BROWN CREMA FINISH REMARK PAINTED DRYWALL SEE ELEVATIONS GYP. BD. W/ SMOOTH WASHABLE PAINT GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) QT -1 6 "x6" QUARRY TILE QT -1 6 "x6" QUARRY TILE QT -2 6 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT -2 5 "x6'' CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) WF -2 S.S. ' BEHIND COOK LINE WF -1 FRP PANEL (WHITE) WF -1 FRP PANEL (WHITE) BEHIND COOKING LINE PORTAL PORTAL POLISHED POLISHED POLISHED CT-4 CT -6 WAINSCOT PAINTED DRYWALL (SEMI GLOSS) } WASHABLE VINYL COATED GYP. BD. PANELS C4 2'X4' SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS C4 2'X4' SUSP. GRID WASHABLE VINYL C, D S QT -5 4 "x8" QUARRY TILE QT -1 6 "x6 ", QUARRY TILE` JOINT GROUT REMARK QT -1 6 "x6" QUARRY TILE CHOWKING DINING FIELD QT -2 5"x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) QT -2 5 "x6" CONT. 3/8" RAD. MIN. (KITCHEN EQUIP ON 6" NSF APPROVED LEGS) GYP. BD. W/ SMOOTH WASHABLE PAINT (SEMI GLOSS) Ct."2.c(41'-'"S` . R WASHABLE VINYL COATED GYP. BD. PANELS 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CHOWKING DINING ACCENT CHOWKING DINING - BASE P506 PORCELANOSA PORCELANOSA EUROWEST (CT-9) EUROWEST (CT -10) EUROWEST (QT -1) 6" X 20" COVE VERANDA 12" X 12" BAMBU BETA 4" X 12" 24" X 24 ". 24" X 24" BAMBU BETA DELUXE DELUXE S-36E9T LEATHER LEATHER BEIGE BEIGE PERLA RESTROOM FLOOR POLISHED, DELORIAN GREY POLISHED T2 DINING, RESTROOM BASE RESTROOM WAINSCOT RESTROOM BELT T2 DINING FLOOR - FIELD T2 DINING FLOOR ACCENT 6" X 24" DELUXE DEL DRIAN GREY POLISHED T2 BASE DAL TILE (QT-2) DAL TILE' (QT -3) ALFAGRES (QT -4) (QT -5) (QT -6) ALFAGRES ALFAGRES ALFAGRES SYMBOL 6" X 6" PAVERS 0084 RED PAVER SMOOTH 3/8" G4 KITCHEN, PREP, STORAGE FLOOR 6" X 6" COVE PAVERS 4" X 8" TEAK 6" X 6 " COVE TEAK' 6" X 6" COVE TEAK 4" X 8" TEAK P -3665 2' X 4' FLUORESCENT LIGHT HIGH EFFICIENCY T8 TROFFER STATIC BY: "LSI ", PETROLEUM LIGHTING, GA332SDSSO1OEM120LMP841 LAMP X WATTS RED PAVER RED RED COFFEE COFFEE 32W T8, 48" T8, 120/277V 50/60H., LMP841 SMOOTH SMOOTH SMOOTH SMOOTH SMOOTH REMARK W/ SHATTER PROOF LENS 3/8" G4 3/8" G4 3/8" G4 3/8" 3/8" G4 G4 KITCHEN, PREP, STORAGE BASE CK SERVICE AREA FLOOR CK SERVICE AREA BASE T2 SERVICE AREA FLOOR T2 SERVICE AREA BASE DOWNLIGHT, RECESSED COMPACT FLUORESCENT W/ SHATTER PROOF LENS © KITCHEN, PREP AREA, & SERVICE AREA. DOWNLIGHT, RECESSED COMPACT FLUORESCENT W/ SHATTER PROOF LENS • KITCHEN, PREP AREA, & SERVICE AREA. X PENDANT LIGHT (T.B.D.) TRACK LIGHTING (T.B.D.) CEILING MOUNTED EMERGENCY LIGHT,TWO HEADS WITH BATTERY PACK, 120V, WHITE COLOR UNIVERSAL MOUNTED EXIT SIGN, FLUORESCENT, 120V WITH BATTERY PACK SINGLE FACE GREEN LETTER AIR-CONDITION SUPPLY REGISTERS (SEE M- DRAWINGS FOR DETAILS) VERIFY WITH OWNER AIR- CONDITION RETURN REGISTERS. (SEE M- DRAWINGS FOR DETAILS) EXHAUST FAN (SEE M- DRAWINGS FOR DETAILS) MANUFACTURER DESCRIPTION C2 C3 C4 C6 C7 GOLD BOND DRYWALL CEILING ON METAL FRAMING DRYWALL CEILING ON METAL FRAMING DRYWALL CEILING ON METAL FRAMING DRYWALL CEILING ON METAL FRAMING DRYWALL CEILING ON METAL FRAMING 2' X 4' SUSPENDED T -BAR ' GRID CEILING SYSTEM 2' X 2' SUSPENDED T -BAR GRID CEILING SYSTEM MATERIAL 5/8" TYPE "X" GYPSUM` BOARD 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD 5/8" TYPE "X" GYPSUM BOARD "VINYL ROCK" VINYL GYP. BD. PANELS ANGLED TEGULAR CEILING SYSTEM FINISH ROSEBURG DURAMINE (55) HARD ROCK MAPLE PAINT GLIDDEN RED GERANIUM SEMI -GLOSS PAINT WHITE SEMI -GLOSS ROSEBURG DURAMINE FUSION MAPLE FORMICA LAMINATE (9012) EBONY WHITE SMOOTH & WASHABLE WHITE WITH WHITE TRACK 110 RESTROOM NO. 0fr DESCRIPTION CT-4 12 X 12" TILES EXISTING WALL TO REMAIN. NEW GLASS STOREFRONT SYSTEM CT -6 WAINSCOT PAINTED DRYWALL (SEMI GLOSS) C4 2'X4' SUSP. `'GRID WASHABLE VINYL COATED GYP. BD. PANELS C4 2'X4' - SUSP. GRID WASHABLE VINYL COATED GYP. BD. PANELS 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 LOW WALL W/ 5/8" TYPE "X" GYP. BD. ON BOTH SIDES. (SEE DETAIL 4/A -3.0) FUR OUT WALL 3 -5/8" 25 GA. MTL. STUD WALL W/ 5/8" TYPE "X" GYP. BD. ONE SIDE DOOR SCHEDULE NO. DESCRIPTION Q oo oo MFG# NEW STOREFRONT DOOR NEW STOREFRONT DOOR EXISTING REAR DOOR INTERIOR DOOR SIZE FRAME FACE/EDGE THK. CORE LITE RATE 3'- 0 "x7' -0" PAIR ALUM. GLASS PER MFG. GLASS GLASS 3'- 0 "x7' -0" 3'- 0 "x7' -0" 3'- 0 "x6'- HARDWARE SCHEDULE ITEM HINGES CLOSERS PANICS LOCKSETS MANUFACTURER STANLEY DORMA DOOR CONTROLS AMERICAN DEVICE MFG: MARKS USA HW -1 RTSO1 /BFE 90' NHO 626 4102Bx OP02 630 AS REQUIRED 626 ALUM. EXISTING H. METAL GLASS EXISTING PER MFG. EXISTING 1 3/4" INSTALLED AND PURNISHED BY. G.C. HW -2 RTS01 /BFE 90' NHO 626 4102Bx OP02 630 HW -3 GLASS EXISTING HOLLOW GLASS HDW PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS PROVIDE CLOSER, PANIC HARDWARE & EXIT SIGNS EXISTING LEVER TYPE FBBK179xNRPxSEC,STUD 4 1/2x4 600 TS83 -1 PA 5690FS 626 AL STOPS THRESHOLDS, BTMS. HANDICAP SIGNS PEMCO SBH; 345AV 628 2005AV 628 HW-4 SERIES 2700 BIFOLD HDWR. STANLEY CD39-9730 DOOR BELL VIEWER KICKPLATE TRINE TRIMCO 101 WHITE F4470 628 KP0038.35 "x10" LDW 630 SILENCERS 6' -0" 3' -0" 1229 GRAY 3'_0 ", (VERIFY) 0 w 0 HW -5 FBB19 4 1/2x4 600 TS83 -1 AL 195L`626 RFHI4RR MEN'S, RFHI2RR -1 WOMEN'S KP0038 35 "x10' LDW 630 (BOTH SIDES) 1229 GRAY 3' -0" off' -S /S KICK PLATE PAINT, FINISH SEE SHEET A -2.0 ADA SIGNAGE AS REQUIRED REVISIONS F.F.L. PROVIDE 10" MIN.' STAIN. STL. KICK PLATE. ON BOTH SIDES. IT SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. PER CBC SECTION 1133B.2.6 REVIEWED FOR CODE COM PLIIANCE PPROVED MAY 202010 A ®- FINISH, DOOR, LU44.1., AND CE11..itsslaPi AND NOTES SHEET NUMBER 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 8' -9" (B.O. BLADE SIGN) PROVIDE CORNER K AT CORNERS, / T. // ,� // 1 2 FRAMELE' i/ GLA; THK. S TEMP: :ING,./ SIGNAGE, UNDER SEPARATE PERMIT BY SIGN CONTRACTOR PT-3 SIGNAGE, UNDER SEPARATE PERMIT BY SIGN CONTRACTOR PROV CORNER KEY AT CORN RS, TYP. "TEMP GLAS / TEMP GLASS' `l TEMP GLASS OPEN BEYOND GLASS RAIL \ / OPEN 440 CUSTOIXR AREA SEYOIi D / \ (PT-3) PROVIDE CORNER KEY AT CORNERS, TYP. / ,TEMP GLASS` WP -1 \\ / \ / 01 EN T6 CUSTOMNR AREA BEYOND. / \ WP -1 GLASS RAIL TEMP GLASS/ ,/ ,/ TEMP GLASS TEMP GLASS TEMP GLASS / T.O. PORTAL VERIFY HEIGHT elo ±15' -6" A.F.F. BRUSHED STAINLESS STEEL, TYP. BRUSHED STAINLESS STEEL, TYP. BRUSHED STAINLESS STEEL, TYP. B.O. SOFFIT +12' -0" A.F.F. GLASS RAIL FIN. FLR. 0' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION TILE /FLOOR FINISH SCHEDULE PAINT SCHEDULE INTERIOR ELEVATION SCALE: 1 /2"= 1 '-0" NO. MANUFACTURER DESCRIPTION SERIES MFG# COLOR FINISH JOINT GROUT REMARK NO. MANUFACTURER MFG # COLOR FINISH EU ROWEST 24" X 24" DELUXE CREMA POLISHED CHOWKING DINING - FIELD (PT -1) GLIDDEN GLRO6 RED GERANIUM SEMI -GLOSS EU ROWEST 24" X 24" DELUXE OLIVE BROWN POLISHED CHOWKING DINING - ACCENT (PT -2) BEHR 780E -1 BILLOWY DOWN SEMI -GLOSS EU ROWEST 6" X 24" COVE DELUXE CREMA POLISHED CHOWKING DINING - BASE (PT-3) BEHR (OR EQUAL) ALL SPICE DAL TILE 20" X 20" VERANDA P506 LEATHER RESTROOM FLOOR DAL TILE 6" X 20" COVE VERANDA S -36E9T LEATHER T2 DINING, RESTROOM BASE (CT - -6) PORCELANOSA 12" X 12" BAMBU BETA BEIGE RESTROOM WAINSCOT (PT -4) DUNN EDWARDS (PT-5) GLIDDEN (PT - -6) T.B.D. DEW 328 PEARL WHITE SEMI -GLOSS REMARK TOKYO TOKYO RED WALLS (FLAT FINISH WHERE MURAL OCCURS) ACCENT COLOR BASE COLOR 31YY81/214 HONEYTONE SECONDARY MALL DESIGNED / PROPOSED PAINT COLOR PORCELANOSA 4" X 12" BAMBU BETA BEIGE RESTROOM BELT (CT-8) EUROWEST 24" X 24" DELUXE PERLA POLISHED T2 DINING FLOOR - FIELD WALL PANEL / LAMINATE SCHEDULE (CT-9) EUROWEST 24" X 24" DELUXE DELORIAN GREY POLISHED T2 DINING FLOOR ACCENT NO. MANUFACTURER DESCRIPTION MFG# COLOR /FINISH REMARK (CT W) EU ROWEST 6 "X 24" DELUXE DELORIAN GREY POLISHED T2 BASE (QT 1) DAL TILE 6" X 6" PAVERS 0Q84 RED PAVER SMOOTH 3/8" G4 KITCHEN, PREP, STORAGE FLOOR (QT - -2) DAL TILE 6" X 6" COVE PAVERS P -3665 RED PAVER SMOOTH 3/8" G4 KITCHEN, PREP, STORAGE BASE (WP -1) (WP -2) ROSEBURG DURAMINE LAMINATE 55 HARD ROCK MAPLE AMERICAN LAMINATES ACCENT MATERIAL 9012 FUSION MAPLE (WP -3) ROSEBURG DURAMINE WAINSCOT 78 WINDSOR MAHOGANY (QT -3) ALFAGRES 4" X 8" TEAK RED SMOOTH 3/8" G4 CK SERVICE AREA FLOOR (WP -4) ROSEBURG DURAMINE LAMINATE 64 PEARWOOD (QT -4) (QT -5) ALFAGRES ALFAGRES 6" X 6" COVE 6" X 6" COVE TEAK TEAK RED COFFEE SMOOTH SMOOTH 3/8" G4 CK SERVICE AREA BASE MARLITE FRP P100 WHITE 3/8" G4 T2 SERVICE AREA FLOOR S/S FABRICATOR (QT -6) ALFAGRES 4" X 8" TEAK COFFEE SMOOTH 3/8" G4 T2 SERVICE AREA BASE S/S PANEL (22 GA.) COLORED GLASS RED PAINT BEHIND BEHIND COOKING LINE PORTAL RECEIVED CITY OF TUKWILA MAY .,07.2nln PERMIT CENTER WOOD VENEER STRIPS METAL PANEL PORTAL T.B.D. DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 O O 1 8897 REGISTER '0 ARC). CORTLAND MORGT1r STATE OFW. A5SNGTOIN REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Q LANDLORD CORR. FINALS 6- ® - ® - Q — ® — ® - INTER IO OR ELEV41 I Ot'4 SHEET NUMBER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. DINING AREA SOFFIT DINING AREA +12' -0" A.F.F. A, DINING AREA SOFFIT +11' -0" A.F.F. ' SERVICE AREA SOFFIT +10' -0 A.F.F. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1/2" THK. SNEEZE GUARD 1/2" THK. SNEEZE GUARD INTERIOR ELEVATION SCALE: 1 2 " =1' -O" WESTFIELD SOUTHCENTER MALL DINING AREA +12' -0" A.F.F. A B.O. SOFFIT +11' -0" A.F.F. A B.O. SOFFIT +10' -0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVE MAY 202010 • REG1STERFD CORTLAI`JD MORaAN STATE OF_b °rA1114�GTO;w REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ® LANDLORD CORR. FINALS ® - ® - ® - ® - City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY :07,2010 PERMIT CENTER INTERIOR FLAVAT IONS SHEET NUMBER = 2 1 INTERIOR ELEVATION SCALE: 1 2 " =1' -0 (C-6) (PT-4) (WP -3) (CT - -3) (CT -3) (QT-2) (QT-2) DINING AREA +12' -0" A.F.F. CHOWKING SERVICE AREA +10' -0 A.F.F. FIN. FLR. 0' -0" INTERIOR ELEVATION SCALE: 1 /2 " =1 ' -0" TOKYO TOKYO SERVICE AREA DINING AREA • +12' -0" A.F.F. B.O. SOFFIT +11' -0" A.F.F. 0 B.O. SOFFIT +10' -0" A.F.F. B.O. SOFFIT +8' -6" A.F.F. (CT -10 CT -10 FIN. FLR. 7 0'-0" CODE REVIEWED FOR O COMPLIANCE APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVIsIflM RECEIVED CITY OF TUKWILA MAY;, 07.2010 PERMIT CENTER INTERIOR ELEVATION SCALE: 1 /2 " =1' -0" 2 DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 Y O F-- W 0 v p Z <J 0- W VI) 8897 LL J Q gg ce w 00 F. 01 w Q U� _;‘ 0 N 1r- o� � REGISTEKO 't CORTLAND MORGAN `ST,ATE OF WASHINGT(f REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS 8 - ® - ® - ® - INTERIOR E .EVP4t I ONB SHEET NUMBER (PT - -2) DINING AREA +12' -0" A.F.F. B.O. SOFFIT +11' -0" A.F.F. it I I 11 11 11 1I I II 11 V /I1 11 I1 I1 II II 1I 11 11 V A I I 11 / II I1 11 11 I I V it I I II 11 II 1I 1 1 / 11/ 11 11 11 11 11/ I I u 11 11 1I II 11 (PT-2) co \ \ / 0 N TO CgHO ING 0 / \ / \ (PT-2) (PT-2) (QT - -6) (QT-6) TOKYO TOKYO SERVICE AREA +10' -0" A.F.F. B.O. SOFFIT +7' -0" A.F.F. FIN. FLR. up CO a) DINING AREA +12' -0" A.F.F. B.O. SOFFIT +11' -0° A.F.F. FIN. FLR. INTERIOR ELEVATION r, SCALE: 1 /2 " =1 ' -0" fio DINING AREA +12' -0" A.F.F. B.O. SOFFIT +11' -0" A.F.F. FIN. FLR. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 � Tukwila Tukw City BUILDING DIV►.FInnl RECEIVED CITY OF TUKWILA MAY (0 7 201 PERMIT CENTER INTERIOR ELEVATION SCALE: 1 2 " =1 —0" INTERIOR ELEVATION SCALE: 1/2 " =1' -0" DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ELD SOUTHCENTER MALL N w REGISTERED ECT _AND IMORGAN SIM AS INGTON • REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Q LANDLORD CORR. FINALS INTERIOR MI -EVAT IONS SHEET NUMBER 2.3 (c -6) (PT -I) (w- i) \\ (CT -1o) DINING AREA +12' -0" A.F.F. B.O. SOFFIT +11' -0" A.F.F. B.O. SOFFIT +10' -0" A.F.F. FIN. FLR. o' —o (PT -1) (wP -1) (cT -1o) DINING AREA +12' -0 A.F.F. B.O. SOFFIT +11' -0" A.F.F. FIN. FLR. 0' -0" INTERIOR ELEVATION SCALE: 1 /2 " =1 '-0" (PT-1) (wP -1) PT 1) CT-10 • DINING AREA +12' -0" A.F.F. • B.O. SOFFIT +11' -0" A.F.F. • B.O. SOFFIT +10' -0" A.F.F. FIN. FLR. 0' -0" INTERIOR ELEVATION SCALE: 1 /2 1' -0" (PT-1) (wP -1) (cT-1o) $ DINING AREA +12' -0" A.F.F. B.O. SOFFIT +11' -0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 202010 City of Tukwila BUILDING DIVISION FIN. FLR. $ 0' -0" RECEIVED CITY OF TUKWILA MAY., 0 7 2010 PERMIT CENTER INTERIOR ELEVATION SCALE: 1 2 " -1 ' -0" INTERIOR ELEVATION SCALE: 1 /2 " =1' -0 DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 8897 REc:IsT &RED ARCHITECT CORTLAND MORGAN SATE OF W AS H It1 G I REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Q LANDLORD CORR. FINALS A — A— A— A— A— ®— ® — INTERIOR MIEVA1I01 18 SHEET NUMBER 4=2.4 C7 J W w w (CT -6) (CT -5) ELEVATION 'A' PT -5 O CT -7 CT -6) (CT -5) WRAP INSULATE DRAIN PIPE V . \ \ \ r-- 8" MIN. DEEP / / Z N SEE CEILING PLAN ELEVATION 'B' (PT -5) O O 0 CT -7) ti 1 1/7" CcT -6) CRAP INSULATE DRAIN PIPE (CT - -5 ELEVATION 'C' (PT -5) NOTE: 1. SEE FINISH SCHEDULE AT SHEET A1.0 & A1.2 2. FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE WATER CLOSET CLEAR FLOOR SPACE. 0 2 WALL GRAB BAR = 42" & 36" NOTE: GRAB BAR DIAMETER SHALL BE 1-1/4" - 1 1/2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. SEE DETAIL 3/A2.4 2O TOILET TISSUE DISPENSER 3O TOILET SEAT COVER DISPENSER 40 SOAP DISPENSER O MIRROR O PAPER TOWEL DISPENSER O TRASH RECEPTACLE 0 FLOOR MOUNTED WATER CLOSET (HC COMPLIANCE) URINAL TOILET ACCESSORIES (--) SCALE: NO SCALE MIN. 2x BLKG. METAL STUD SEE WALL SCHEDULE J OPTIONk LANGE CONCEALE BY G.C. MIN. #10 x 2' SHEET METAL SCREW OR MIN. 12" STEEL ANCHOR PLATE WITH #10 x 24 S/S MACHINE SCREWS LL RESTROOM ELEVATION SCALE: 1 /2 "= 7) TYP. GRAB BAR DETAIL O SCALE: N.T.S. ELEVATION 'A \' WRAP INSULATE DRAIN PIPE (PT -5) (CT -7 CT -6 (CT - -5, ELEVATION 'B .J w U W W N (PT -5) (CT -7) (CT -6) 1 1/2" (CT -5) 12" MAX. ELEVATION 'C' 1 1/2" (PT -5) 0 (PT -5) (CT -7) cr -7 C � \\ I •C r7 \ 40" (CT -6) M (CT -6) Z t v ELEVATION 'A \' WRAP INSULATE DRAIN PIPE (PT -5) (CT -7 CT -6 (CT - -5, ELEVATION 'B .J w U W W N (PT -5) (CT -7) (CT -6) 1 1/2" (CT -5) 12" MAX. ELEVATION 'C' (CT -5) ELEVATION 'D' NOTE: 1. SEE FINISH SCHEDULE AT SHEET A1.0 & A1.2 2. FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE WATER CLOSET CLEAR FLOOR SPACE. RESTROOM ELEVATION SCALE: 1 /2 1 '_0" REVIEWED FOR CODE COMPLIANCE PPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIIA MAY .07 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 _11 4cr co M W � Z W Q o — V/� NI— t CO,RTLAND MORGAN S1ATE OF MMSHII GTO i REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 L LANDLORD CORR. FINALS / \ - / \ - / \ - INTERIOR MLEVPT IONS SHEET NUMBER 4.2B 1 1/2" 0 (PT -5) (CT -7) •C r7 \ (CT -6) Z t v (CT -5) ELEVATION 'D' NOTE: 1. SEE FINISH SCHEDULE AT SHEET A1.0 & A1.2 2. FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE WATER CLOSET CLEAR FLOOR SPACE. RESTROOM ELEVATION SCALE: 1 /2 1 '_0" REVIEWED FOR CODE COMPLIANCE PPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIIA MAY .07 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 _11 4cr co M W � Z W Q o — V/� NI— t CO,RTLAND MORGAN S1ATE OF MMSHII GTO i REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 L LANDLORD CORR. FINALS / \ - / \ - / \ - INTERIOR MLEVPT IONS SHEET NUMBER 4.2B 3/8 "x4" WEDGE BOLT ANCHOR ,1 1/2" THK. TEMP GLASS BUTT JOINT AT CORNERS SEALANT 6" BRUSHED S/S SHOE FIN. FLOOR GLASS RAIL - SECTION SCALE: 1 1/2"= 1' —0 FLOOR /ROOF STRUCTURE MIN 2 "X4" 2 #12X1 -3/4" WOOD SCREWS 2"X2 "X 1 /4"X2" CLIP ANGLE 1/2" HANGER ROD TO STRUCTURE, MAX. SPACE 12 FEET PROVIDE MACHINE BOLT NUT & WASHER HOOD NOTE: PROVIDE DUCT WRAP THERMAL CERAMICS ESR -2213 BY HOOD SUPPLIER WELD HOOD SUPPORT @ JOIST 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 // /A 2X4 STUD WALL W/ 5/8" TYP "X" GYP. BD. ON BOTH SIDE 3/8 "X3" LAG SCREW TO STUD L 4X4 X 1/4 X 6" @ 48" 0.C. EXHAUST HOOD i i TACK WELD 3" MIN. AIR SPACE 0 I 8 10 If 90° 90° STRUT SEE DRAWING BELOW 0 8" r Y 0 6' -0" MAX. 12' -0" 0.C. 3/8" MIN. CLEAR CROSS RUNNER OR MAIN RUNNER FINISH CLG. HT. �o" 5/8" TYP "X" GYPSUM BD. CLNG. NOTE: 1. WORK W/ ESR -1308 AND CORRESPONDING ARMSTRONG INSTALLATION INSTRUCTIONS Plan Elevation SUSPENDED CEILING NOTES: (ALL HANGERS TO BE #8 GALV. WIRE @ 2' -0" O.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 B. 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 C. 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 D. 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 1 ACOUSTICAL CEILING WH. OCCURS MTL STUD FRAMING, EXTEND 6" ABOVE CEILING HEIGHT — 3 5/8" X 25 GA. METAL STUDS @ 16" O.C. (U.N.O.) BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED o SEE CEILING PLAN TYPICAL NON - BEARING PARTITION SECTION SCALE: NOT TO SCALE HOLLOW METAL DOOR FRAME (HEAD, JAMB SIM.) SCALE: 3 " =1 -0' WALL FINISH AS SCHEDULED 5/8" TYPE "X" GYP. BD. EA SIDE NOTE: PROVIDE W.R. TYPE 'X' GYP. BD. @ 4' -0" HIGH AT ALL WALLS "HILTI" POWDER DRIVEN PINS @ 24" O.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 LARR # 2582 DN 32 1 BAIT INSULATION AS REQUIRED 3 5/8" X 25 GA. METAL STUDS @ 24" O.C. (U.N.0.) BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED NOTE: PROVIDE FIX —WALL BETWEEN JOINT OF DRYWALL AND CONCRETE FLOOR TO AVOID ANY HOLE AND USE ELASTO —DECK B.T. WATERPROOF MATERIAL 3" MIN. AND 6" MAX. ON DRYWALL AND CONCRETE FLOOR FOR ALL AREA HOOD SUPPORT @ WALL SCALE: N.T.S. SUSPENDED CEILING DIAGRAMS C-6) SCALE: N.T.S. INDIRECT WASTE PIPING WITH AIR GAP PER HEALTH DEPT. e FILL GAP BETWEEN TILE AND FLOOR SINK W/ GROUT CURB OR MILLWORK, WHERE OCCURS e SET FLOOR SINK TO ALLOW FOR FINISH PER FINISH PLAN 0 p • FLOOR SINK WITH BEE HIVE STRAINER PER PLUMBING DRAWINGS VERIFY W/ HEALTH DEPT. INSPECTOR IF ALL FLOOR SINKS MUST BE FLUSH W/ THE FLOOR AS SHOWN OR TO BE SET ABOVE FINISH FLOOR 1' -0" TYPICAL BASE SECTION SCALE: NOT TO SCALE FLOOR SINK SCALE: 1 " =1' -0" WALL FINISH (SEE SCHEDULES) KITCHEN SERVICE FLOOR BEYOND METAL STUD MAXIMUM 1/2" GRATE OPENING SET DRAIN TO ALLOW FOR 1/2" QUARRY TILE SILICONE JOINT SEALANT FINISH (SEE ELEVATIONS) "HILTI" POWER DRIVEN PINS @ 24" 0.C. MAX. TYP. U.N.O. I.C.B.O. # 1290 NOTE: WATER PROOFING REQUIREMENT 8" UP WALL 24" OUT ON FLOOR TYP. SLOPE FOR POSITIVE DRAINAGE �.... • 1/2" IN 24" TYP. CONCRETE FLOOR SLAB (EXISTING TO REMAIN OR SAW -CUT AND FILL AS NECESSARY FOR SLOPE) BASE - SECTION SCALE: N.T.S. FLOOR DRAIN PER PLUMBING DRAWINGS AND SPECIFICATIONS FLOOR DRAIN - SECTION SCALE: 1 1 /2 " =1' -0" ARMSTRONG MAIN BEAM 11-\\\ ARMSTRONG CROSS TEE / 4, MIN. 3/4" @ UN— ATTACHED WALLS MIN. 2" 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. /d( MIN. 3/4" @ UN— ATTACHED WALLS /MIN. 2" Category D, E & F Details 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. (E) TJI TO REMAIN, TYPICAL O STRUCT. PERPENDICULAR TO BRACE 3 — #8 S.M.S BRACE PER DETAILS 2 X WD. BLOCKING 3X3X16 GA. CLIP W/ 3 —LAG SCREWS TO STRUCT. (E) 2 X WD. SQUASH BLOCKS, TYP. (E) TJI TO REMAIN, TYPICAL • + + O STRUCT. PARALLEL TO BRACE 2 X WD. BLOCKING, TYP. BRACE CONNECTION SCALE: NOT TO SCALE PLATE W/ (2) #6 S.M. SCREWS EA. SIDE TS3 "X2 "X3/16 @ 1' -0" FROM END OF WALL 3 5/8" X 25 GA. METAL STUDS @ 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 SECTION CORNER BEAD, TYP. REVIEWED FOR CONT. 3 5/8" X 25 GA. CODE COMPLIANCE TOP & BOTTOM TRACK APPIR 5/8" SIDE 'X' GYP BD. H 202010 3" G DIVISI c 0 ON AO PLAN RECEIVED CITY OF TUKVNLA MAY .0 7-`2010 PERMIT CENTER NOTE: ALL METAL STUD PARTITIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TYPICAL LOW WALL PARTITION SCALE:3 " =1' -0" DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O vo dd' REGISTE[R/ED it : it . i EIr 1 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS A HEALTH DEPT. CORRECTIONS 02 /13/10 Q LANDLORD CORR. FINALS A- A\ - A A A- A- A - SHEET NUMBER 3 / 18 MIN. " 12" MIN. 18 "y ® MIN. 18 MIN. 18" 18" MIN. MIN.' WOMEN'S RESTROOM 48" MIN. 30X48 CLR� 30X48 CLR CO 48" MIN. 18" / MIN. 12" MIN. MEN'S RESTROOM \03 EXISTING RESTROOM PLAN (REFERENCE ONLY) 1O SCALE: 1 4"= 1 -0 5/8" GYP. BD., SEE ELEVATIONS FOR FINISH 3 5/8" METAL STUDS BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED HILTI ESR 1663 SEE PLAN STAINLESS STEEL COUNTERTOP ON 3/4" THK. PLYWOOD cV STAINLESS STEEL COUNTER, BY S/S FABRICATOR BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED FLOOR SINK SEE PLAN CASH REGISTER WHERE OCCURS P.O.S. SHROUD 3 X 3 STEEL TUBE STIFFENER, ® 48" 0.C. 5/8" GYP. BD. SHEATHING, SEE ELEVATIONS FOR FINISH 3 5/8" METAL STUDS BASE AS SCHEDULED HILTI ESR 1663 r F- r I STAINLESS STEEL COUNTERTOP ON 3/4" THK. PLYWOOD L STAINLESS STEEL COUNTER, BY S/S FABRICATOR COUNTER TO BE 34" MAX. HIGH AND 36" MIN. LONG - BASE & FLOOR FINISH AS SCHEDULED FLOOR SINK @ COUNTER (SECTION) 5 , SCALE: 1 =1 -0 FRONT COUNTER — SECTION SCALE: 1 " =1' -0" EXTERIOR u� 1/4" CLEAR TEMPERED GLAZING CAULK AND SEAL ALUM. FRAME INTERIOR ALUM. STOP ALUM. DOOR AND GLAZING STOPS - 1/2" CLEAR TEMPERED GLAZING STOREFRONT DOOR HEAD — SECTION 6 SCALE: 3 " =1' -O" NOT USED 4" MTL. STUD FRAMING 1/2" CLEAR GLASS, (PAINTED BEHIND) ON 1/2" THK. MDF BOARD 6" METAL STUDS METAL PANEL ON MDF BD. METAL PANEL ON MDF BD. 00 T + + + + t 1 (E) MTL. STUD FRAMING + + + + 3' -5" SEE CEILING PLAN EXTERIOR ALUMINUM RAMP THRESHOLD EXISTING FIN. GRADE z O INTERIOR 1/2" CLEAR TEMPERED GLAZING WEATHER STRIPPING ALL AROUND FLOOR TILE AS SCHEDULED EXISTING CONC. SLAB as .. • _a • WALL BEYOND 3 X 3 STEEL TUBE STIFFENER @ 48" 0.C. 5/8" GYP. BD., SEE ELEVATIONS FOR FINISH SEE PLAN 1" 3 5/8" METAL STUDS BASE AS SCHEDULED HILTI ESR 1663 STAINLESS STEEL COUNTERTOP ON 3/4" THK. PLYWOOD ti STAINLESS STEEL COUNTER, BY S/S FABRICATOR COUNTER TO BE 34" MAX. HIGH AND 36" MIN. LONG BASE & FLOOR FINISH AS SCHEDULED PORTAL — SECTION SCALE: 3/4 " =1 ' -0" 11 ALUMINUM THRESHOLD SCALE: 3 " =1' -O" BACK COUNTER @ PASS —THRU (SECTION) SCALE: 1 " =1' -0" 4 ": MTL. STUD FRAMING METAL PANEL ON MDF BOARD METAL STUD LAID FLAT 6" METAL STUD LAMINATE ON 3/4" THK. MDF BD. 00 T + + + + 1 (E) MTL. STUD FRAMING f + + + + SEE CEILING PLAN cV -H z 0 Z J W U w w V) ALUMINUM WINDOW SILL SHIM SPACE FLOOR FINISH 1 G G . . • 41 . a • A 1/4" CLEAR TEMPERED GLAZING SEALANT, TYP. VARIES (VERIFY ON PLAN) C REVIEWED FOR C !_`.`PLIANCE OVED MAY 2 0 2010 3/4" THICK PLYWOOD City of Tukwila BUILDING DIVISIfNN FORMICA LAMINATE (1A/P -1) ON 1/2" MDF BD. RECEIVED OW OF TUKWIL A MAY ,r07.2010 FIN. FLR. LINE PERMIT CENTER PORTAL— SECTION SCALE: 3/4 " =1 ' -0" ALUMINUM STOREFRONT SILL SECTION SCALE: 3 " =1' -0" FRONT COUNTER - SECTION (TOKYO TOKYO) SCALE: 1 " =1' -O" DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 389'•1 CORTLAND MORGAN STATE OF AS INGTON REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A LANDLORD CORR. FINALS SHEET NUMBER 4=31 GENERAL NOTE: 1. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITES ALON WALLS, CEILING AND FLOORS. DATE: 12/18/09 JOB NO 09-080 DRAWN: STAFF CHECKED: C.M. 1 •' - - 1 11111 I I III IIII • VIII I I I IIY. l ` I 1 ' l I ' I NI I ®, Ell ^I I ®, u I IiiH I I V ° 1 I •, - ii 1 illr ' ` .. IfiA, ::: 1D• \o� ff P / . II III I 111 UIDI i I 1i j ® `' �� 1I iIIIl 11111 I :II I Jim)! 11' i • II 1l11111 Illi m II ilill 11 i1II I 1 1 1 j 1 II II 1 1I 1 L NI ki i ...! • .® . 1'�'! =-- _il7_t _ 3C HU I/ !JCU 1111-11 l t7C IVCVV WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW !!! 'DOWN FROM 45 DEGREES) _S,_1,A_T_Sl, R-' A..L[11I_.v_ NU UrIANC7= VVILL DC' MADE WITHOUT HEALTI• DEPARTMENT APPROVAL !!! .. •._ wt_t_* _ &.t.A l∎.A__LJ•41111 11 .. r !!,�... 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 FOOD SERVICE OPERATION AREA FLOOR; COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLE SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE HOT WATER GENERATION AND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. 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 A FLOW OF WATER FOR AT LEAST 15 SECONDS. PLUMB /NG SYSTEMS SHALL DESIGNED, CO TRUC TD N /NS ALED (APPLICABLE LOCAL., STATE AND STATUTES, ORDINAN CES). LA W .•� MA�� •�.•�A�..:'•��.����:�:. •����.� : " 1I1iI ii111111 ' 1I MAC.�•�... 4414t0:4144 i21. % : • ii • j ! I lI11 ...... ! / . ..1 .*** 3!: t.!.!.!.!.!.!:t:!•� X. :4 • --. ❖.•: ❖.• •: +:4•:• :•*. ❖.4•X+:4! ::!: ! : + :•:•:.•... :4.+:! :! :! :! O 1 11iII IIiII 1111191IIIIII; i1111IIII II I 11111E1 II I II IIII III 111 11111111111 X1 VIII 1 111 III I 111111 11111111 RI! III11lIiji111l11111111111 j11l 11l IIiii1111111111111111Ii 11[ I11111I1 ,1111 1!1111 M. 1 DRAINBOARDS, UTENSIL RACKS, OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. IF OVERNIGHT COOK /NG OF FOOD OCCURS, THEN "MONITORING" IS REQUIRED TO DOCUMENT THE FINAL COOKING TEMPERATURE. (VERIFICATION BY EITHER EMPLOYEE P LO Y E E OR RECORDING C O RD N G DEVICE.) / C E. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS.` MIIIMININIIIMICVVIMIll WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of using an instant warm type water heater unit under each sink. - - ---- --------- -- - - - - -- FOOD, FOOD PREPARATION AND FOOD & SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. OTHER UTILITIES MAY NOT BE UNNECESSARILY EXPOSED REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ® — A PRE-OPENING INSPECTION BY THE KING COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN. SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. Food equipment that is certified for sanitation by w1 American National Standards Insti (NSF (ANSI)- accredited certification program Approved) will be deemed to comply with the food code equipment & utensil materials, construction and design requirements. SHEET NUMBER City ll BUILDING II. EQUIPMENT PLAN SCALE: 1/4 " =1' -0" 'OKYO TOKYO` EQUIPMENT SCHEDULE REMARKS: '; PLUMBING GAS = WASTE HOT WATER COLD WATER ELECTRICAL LOAD PHASE VOLT SIZE MBTUH TYPE SIZE R.I.H. SIZE R.I.H. SIZE AMP WATTS H.P. SIZE wxdxh) (inches) MANUFACTURER EQUIPMENT CHOWKING EQUIPMENT SCHEDULE MODEL NO. DESCRIPTION ITEM REMARKS: PLUMBING. ELECTRICAL EQUIPMENT GAS WASTE NOT WATER COLD WATER LOAD. PHASE VOLT SIZE MBTUH TYPE SIZE R.I.H. ` SIZE R.I.H. SIZE AMP WATTS H.P. SIZE wxdxh) (inches) MANUFACTURER MODEL NO. DESCRIPTION ITEM (1) W/ ATM & CREDIT CARD MACHINE & GOOSE NECK MIC -GC= CUSTOM FRON ER E C • NT SC 11.65 15 120 - PROTECH 27- 1/2X33 - 1/16X40 CSC WORLDWIDE PS -8830E SBBRSS27S2 - GC- CUSTOM LEFT SWING BEVERAGE DISPLAY CASE 1 ` 1 W ATM &CREDIT CARD MACHINE & GOOSE NECK MIC .O.S. CASH REGI TER) 102 13.0 0.75 FRONT SERVICE COUNTER 001 27x29- 7/8x78 -5/8 TRUE FOOD SERVICE ` GDM -23F F EN P CA 115 PROTECH PS -8830E AMPS PER LINE 3 Ph 28.8/49.9/28.8 28.0 3200 208 -GC- 25- 5/8x22- 7/8x18 -5/8 PANASONIC CUSTOM NE -3280 CUT -OFF S/S TABLE 104 MICRO- STEAMER. 105 W CUT -OUT FOR TAHO STN. AND 1/6 SIZE TABLE PAN 68x24x36 -1/2 SAN JAMAR - GC- SEE 12000 REMARKS 208 36- 1/2X25X8 -7/8 WELLS G -196 ELECTRIC GRIDDLE. 106 8.5 C2410C CUSTOM .0.S. CASH REGI TER) 003 CUP DISPENSER 004 BACK SERVICE COUNTER 005 0.33 115 25- 5/8x15- 7/8x27 -1/4 28.8 208 24 "x24 "x13" EMBERGLO E2424 ELECTRIC CHARBROILER 107 44 CUPS 77 20.6 4280 208 12X29 - 5/8X16 -3/8 APW WYOTT EF -15N COUNTERTOP FRYER 108 7.6 0.33 120 15x16 GRINDMASTER CRATHCO D35 -4 ZOJIRUSHI THA -803S BEVERAGE DISPENSER 006 RICE WARMER 007 115;. 7.5 450. 120 29- 1/2X22 - 5/8X21 -1/8 HATCO HDW -2 FOOD WARMER 109 W/ SWING DOORS 49-1/8x23-7/8x35-5/8 TRUE FOOD SERVICE ` TBB- 24- 48G -SD -S BACK BAR COOLER 008 24x24x36 -1/2 W/ OPEN UNDERCOUNTER SHELVES 60X3/4X2 SAN JAMAR CK6560A SLIDE CHECK RACK 110 1/2" 120 44)(34)(36 - GC- CUSTOM S/S DISPATCHING TABLE 111 - GC- BY VENDOR CUSTOM S/S TABLE TOP CABINET 009 BY VENDOR COFFEE DISPENSER 010 W/ OPEN UNDERCOUNTER UNIT 1.0. 120 120 44X14X2 24X3 - 1/2X2 -1/2 -GC- CUSTOM S/S DISPATCHING COUNTER 112 FLIP UP. DOOR (GRSDH -52) 113 W OPEN UNDERCOUNTER UNITS HATCO HL -24 DISPLAY LIGHT 14.7 1760 52x20x12 - GC- CUSTOM S/S PASS THRU 011 120 52x19- 1/2x12 -1/8, 60x30x36 HATCO GRSDH -52 DISPLAY WARMER 012 - GC- CUSTOM 1 42X34)(45 - GC- CUSTOM BACK SERVICE COUNTER 114 6 -VALVE 1/2" 3.0 8.5 0.33 115 ." 25- 5/8x15- 7/8x27.1/4 GRINDMASTER CRATHCO - D35 -4 BEVERAGE DISPENSER 115 11.0 S/S TABLE 013 FS 3/4" 38.5" 3/4 35.0 530 15 115 38- 1/8X31 - 1/2X43 -1/2 SCOTSMAN NSE654 -1 ICE MAKER W/ BIN 116 400 W/ OPEN UNDERCOUNTER UNIT 4 TO 4-7/80 X 23 -1/2 SAN JAMAR C3500P CUP DISPENSER 117 LEFT HINGES /2.5" CASTERS SC 4.6 0.2 1 38X34X36 -GC- CUSTOM S/S TABLE 118 RIGHT HINGES /2.5" CASTERS SC 8.6 SC` 3.9 0.17 115 1 27- 1/2X31X36 TRUE FOOD SERVICE TUC -27G UNDERCOUNTER REFRIGERATOR 119 LEFT HINGES SC 4.9 0.5 0.2 115 120 110 115 115 115 22x30 - 1/2x36 -3/16 LANCER IBD 4500 SODA AND ICE DISPENSER 014 2 16x24- 1/2x31 -3/4> BUNN- O -MATIC 34000.0000 FROZEN BEVERAGE DISPENSER 015 1 10- 1/2x15x23 -1/2 SEALMAX CTS-528 CUP SEALING MACHINE 016 4.3 517 120 9X15 - 1/2X15 -7/16 SERVER FSPW -SS (81140) GRAVY DISPENSER 120 27-5/8x30-1/8x29-3/4 TRUE FOOD SERVICE TUC -27G 27- 5/8x30- 1/8x29 -3/4 TRUE FOOD SERVICE TUC -27FG 27- 5/8x30- 1/8x36 -3/4 TRUE FOOD SERVICE TSSU -27 -8 UNDERCOUNTER CHILLER 017 UNDERCOUNTER. FREEZER 018 COLD TAE3LE 019 W/ (4) VOLLRATH 1/2 SIZE. STEAM TABLE PAN SC`. 8.6 0.50 1 115 27-1/2X31X36 TRUE FOOD SERVICE TUC-27FG UNDERCOUNTER FREEZER 121 12.5. 11x12 - 1/2x17 157-D-264 BK TAHO SYRUP DISPENSER 020 115 1 13- 1/2x18 PERCOLATORS RW-13500 15.0 1800 10.8 2235 120 " 1 29- 5/8X24- 1/2X12 -3/8 208 1 22X19 WELLS PANASONIC TM PT SR -GA721 WARMER 122 RICE COOKER 123' FOR ICE SHAVER FS 3.8 TEA PERCOLATOR 021 115 NPT INLET 1/2" 1 T &SBRASS B -0592 POT FILLER 124 W WATER FILTER ASSEMBLY SCOTSMAN SSM1 -A SC 13.0 1.5 120 0 54- 1/8x31- 1/8x83 -1/4 TRUE FOOD SERVICE T -49FG SC 9.6 0.5 20 78- 1/8x31x84 -1/4 TRUE FOOD SERVICE T -72G REACH -IN FREEZER 125' BINS- B3225/ TOPS- KIT20A REACH -IN REFRIGERATOR 126 4 -O WIDE 4 5 5 S SHS HELVES FS 3/4" 5.25" ACH 3/8" 11.3 1.5 13-1/4x15-1/4x17 15x24x34 HATSUYUKI - K EC- HC-8E CUSTOM - ICE SHAVER 022 S/S EQUIPMENT STAND 023 208 21x24x27 SCOTSMAN FS 1 NM E954AS-32B ICE MAKER 024 22x32 - 3/4x44 SCOTSMAN B322S 28x11x60 W/ T &S B -0590 FAUCET' FS 1/2 ", 60x24x36 - KEC - CUSTOM PREP TABLE & SINK 127 W/ CABINETS & CUT -OUTS FOR DROP -INS LANCER ICE BIN 025 B.I.B. RACK 026 W/ T&S B- 0133 -B PRE - RINSE, B- 155LNM ADD-ON FAUCET, AND 068X FAUCET PART 12 0.33' 120 8- 13/16x16. 11/16x19 -1/2 HOBART FP100 FOOD PROCESSOR 128 '' W/ DIVIDER FOR PACKAGING 100x30x36 -1/2 - KEC- CUSTOM S/S COUNTER 027 48x15x2 - KEC- CUSTOM S/S WALL SHELVES 028 FS 1/2" 40" 1/2" 90x24x36 GSW SE18183D 3- COMPARTMENT SINK 129 W/ GOOSENECK FAUCET D` 1 -1/2" 1/2" 1/2" 17-1/4x12-1/2 GSW; HS- 1217SS WALL- MOUNTED HAND SINK 130 6.3 870 11.3 1350 W/ T &S B -0665 FAUCET / 74P SITE SELECT POSTS 2 -HEAVY DUTY DUNNAGE RACKS (2002) 1/2" 1/2" 36x24 T! & S B -0665 36X24 MOP SINK 131 ON CASTERS 4.3 120 120 120 12x24- 1/2x16 HATCO GRFFBL PORTABLE FOOD WARMER 029 29-1/2x25-1/8x35-1/4 HATCO DRAWER TYPE WARMER 030 VARIES METRO WIRE SHELVING 132 3 QUARTS 22.2 800 GSW EL-6 LOCKER 133 FOR 032 WITH CASTERS 208 8- 7/8x16 - 5/8x15 -3/8 SERVER PRODUCTS 23x23- 1/4x30 ACCUTEMP FSPVV-SS (81140) S6208D8 -300 32-1/4x25-5/8x47 SEE PLBG. DWGS. VARIES SEE PLBG. DWGS. NEW AGE WALL -MOUNT STORAGE RACK 134 RIGHT HINGES W 1 2 X 36 QUICK DISCONNECT WATER HEATER' 135 SC 13.0 0.75 115 27x31 - 1/4x83 -1/4 ACCUTEMP SNH -21 GRAVY DISPENSER 031 STEAMER 032 EQUIPMENT STAND 033 TRUE FOOD SERVICE 1/2" 35 REACH-IN GLASS DOOR FREEZER 034 SEE MECH. DWGS. SEE MECH. DWGS. CAPTIVEAIR TYPE I EXHAUST HOOD . 136 FOR 035 17- 3/16x23- 7/16x18 -5/16 RINNAI RER-55AN RICE COOKER 035 18x18x32 KEC CUSTOM SEE MECH. DWGS. SEE MECH. DWGS. CAPTIVEAIR TYPE I EXHAUST HOOD 137 NPT INLET SC 8.1 0.33 15 60 "x82 -1/16 "x20 -3/8 " TRUE FOOD SERVICE TRCB -52 -60 1 CHEF BASE SPLASH GUARD 15- 7/8x15 - 7/8x4 SENTRYSAFE 7150 W QUICK DISCONNECT, S/S 138 72P CONNECTING & POLYBOARD INTERLOCKED 139 139 FR FOR YER 1 POLYBOARD FOR 1/2" RICE COOKER STAND 036 T &5BRASS 1/2" 110 15- 5/8x31- 9/16x46 FRYMASTER WALL SAFE 140 W/ CUT -OUT FOR DIPPER WELL SINK W/ T &S DI FAUCET 48x8x3/4 - KEC B-0592 MJ35 -SD CUSTOM POT FILLER 037 DEEP FRYER 038 STAINLESS HOLDER 039 66x30x36 -KEC CUSTOM 30.0 3200 208 FOR 041, W/ REINFORCED BRACKET 25- 5/8x22- 7/8x18 -5/8_ PANASONIC NE-3280 27x21x2 - KEC- SC 3.9 0.17 CUSTOM S/S WORK TABLE 040 MICRO-STEAMER 041 S/S WALL SHELF 042 115 1 27- 1/2x31 x31 -7/8 8.3 1000 120 FOR PACKAGING W/ REINFORCED BRACKET TRUE FOOD SERVICE TUC-27D-2 -LP UNDERCOUNTER REFRIGERATOR 043 12- 1/8x12- 11/16x23 -3/16 SERVER PRODUCTS 33x15x2 - KEC - FS-7SS (85170) CUSTOM 3/4" 125 FOOD WARMER 044 S/S WALL SHELF 045 18x21x24 IMPERIAL NPT INLET 1/2" 1/2" T & S BRASS W/ QUICK DISCONNECT 3/4" 56 W CUT -OUT FOR 3 1 3" PAN W 2 -WOK RING FRONT AND QUICK DISCONNECT B-0597 STOCK POT RANGE 046 POT FILLER 047 12x27x10 13x24x12 CONNERTON - KEC CHP -212 2-BURNER HOT PLATE 048 3/4" 120 CUSTOM SEASONING RACK 049 FURNITURE SCHEDULE QTY. SIZE MANUFACTURER M 3DEL NO. DESCRIPTION ITEM SC 8.1 SC 9.1 118 SEATS F1 SC 9.6 0.33 0.5 0.5 19 42X24 42" TABLE F2 SC 14.4 1.5 24x30 - 1/4x14 4-BURNER RANGE 050 1 115 1 115 1 115 1 115 51-3/4x33-1/8x25-1/2 TRUE FOOD SERVICE TRC B- 52 54-1/8x31-1/8x83-1/4 TRUE FOOD SERVICE T-49G 78- 1/8x31x84 -1/4 78- 1/8x31x84 -1/4 13 24X24 24" TABLE F3 W/ T &S B -0590 FAUCET FS 1/2 "; TRUE FOOD SERVICE T-72G TRUE FOOD SERVICE T-72FG CHEF BASE 051 REACH-IN REFRIGERATOR 052 REACH-IN REFRIGERATOR 053 REACH-IN FREEZER 054 60x24x36 - KEC- 4 18X96 LEDGE TABLE F4 12. 9.33 120 1 23X23) 44 ALLSTP,ONG CUSTOM S/S TRASH BIN SETTEE F5 FOR 056 W/ T&S 8- 0133 -B PRE- RINSE, F6 B- 1551.NM ADD-0N FAUCET, AND 068X FAUCET PART 1 8- 13/16x16- 11/16x19 -1/2 14x24x36 HOBART CUSTOM FP100 PREP TABLE & SINK 055 FOOD PROCESSOR 056 - KEG- CUSTOM FS 40" 1/2" 40" 1/2" W/ GOOSENECK FAUCET D 1-1/2" 1/2" 1/2" 90x24x36 GSW SE18183D S/S EQUIPMENT STAND 057 3-COMPARTMENT SINK 058 17- 1/4x12 -1/2 W/ T &S B -0665 FAUCET 1/2" 1/2" GSW WALL-MOUNTED HAND SINK 059 1 36x24 T & S B-0665 24X36 MOP SINK 060 3-TIERS, 5 -FT. W/ 741' SHE SELECT POSTS 2 -HEAVE DUTY DUNNAGE RACKS 2002 SEE MECH. DWGS. SEE MECH. DWGS. 15- 7/8x15 -7/8x4 VARIES SENTRYSAFE NEW AGE 7150 SEE PLAN VVALL SAFE 061 WALL-MOUNT STORAGE RACK 062 VARIES METRO GSW EL- REVIEWED FOR of 18x30x36 APPROvE KEC - CUS OM WIRE SHELVING 063 LOCKER 064 MAY 2 0 2010 WATER HEATER 065 MANAGER STATION 066 FS INDIRECT WASTE TO FLOOR SINK D - DIRECT WASTE FS -' FLOOR STUB OUT DC - DROPPED CORD - OWNER GC - GENERAL CONTRACTOR KEC - KITCHEN EQUIPMENT CONTRACTOR SC SELF - CONTAINED EC - ELECTRICAL CONTRACTOR FS 1/2" SEE MECH. DWGS. SEE MECH. DWGS.' CAPTIVEAIR CAPTIVEAIR T &S ACH - AT COUNTER HEIGHT INTERLOCKED 1/2" 150 20.83 "x39.86 "x46.15" FRYMASTER MJCF EE:HHAAUUSSTT HHOOOODD 06687 City of plIGVIlaTYPE DIPPER WELL 069 DEEP FRYER 070 DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 W Led 0 RECEIVED MAY 1 3 2010 TCENTER REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Eau 1 PMENIT SHEET NUMBER GENERAL NOTES 1. 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. 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. 8. ALL RECEPTACLES AND OUTLET MOUNTING HEIGHTS AND EXACT LOCATION SHALL BE COORDINATED WITH ARCHITECTURAL, DRAWINGS ELEVATIONS PRIOR TO ROUGH -IN WORK. 9. 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. S2 LEGEND AND NOTES SINGLE POLE TOGGLE SWITCH 20 AMP, 120 V, © 44" AFF DOUBLE POLE TOGGLE SWITCH 20 AMP, 120 V, © 44" AFF S3 THREE WAY SWITCH 20 AMP, 120 V, © 44" AFF D DIMMER SWITCH 1800 WATTS, 15 AMP MINIMUM, 120 V, © 44" AFF Sm MOTOR RATED SWITCH, HP RATED -el SINGLE RECEPTACLE, NEMA RATING AS NOTED =1 DUPLEX RECEPTACLE 20 AMP, 120 V GROUNDING TYPE, © 15" AFF 0 DUPLEX RECEPTACLE 20 AMP 120V GROUNDING TYPE, © CEILING "1\ D 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) EMERGENCY CIRCUIT. LOCK ON DEVICE FOR BREAKER SERVING S1- CIRCUIT BREAKER - �� SWITCH AND FUSES D DISCONNECT SWITCH EP COMBINATION MAGNETIC STARTER & FUSED DISCONNECT 0 MANUAL MOTOR STARTER 3 -P, W / OVER LOAD PRETECTION ® WATT /HOUR METER SOCKET TRANSFORMER CURRENT TRANSFORMER ® SWITCHBOARD PANELBOARD TELEPHONE CABINET WITH BACKBOARD 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 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 #10 2 #12 AWG. U.O.N. ( #10 INDICATES #10 AWG. CONDUCTORS) SIZE OF CONDUIT SHALL 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. - T - - TV- - S - - F- D. NOTES: 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 NP CIR NO CIR NO CB A/P OUTLETS LOAD CODE LOAD A 58 DESCRIPTION A B C LTG REC MISC MISC REC LTG A 15 120 LTG 950 /11111 L 19 3 1 20/1 1 , 13 20/1 2 CEILING SELECTED BY ARCH. R 360 357 r• CASHIER +. 2 LTG ' 950 ' L 19 3 20/1 3 20/1 1 MR16 6 K 120 1398 ' DISPLAY CASE ��' 4 6 LTG 900 " �� 272 L 16 K 6 20/1 5 40/1 1 20/1 2 K ' % 2400 ICE MAKER LTG L 2 INC 2 20/1 7: 120 20/1 2 X ® K LED - - DISPENSER 120 8 SPARE 1350 O . WARMER el " WARMER 10 9 - 20/1 2 2 K 9 1500 20/1 FREEZER ��' `•s 10 12 CONV. - 4000 720 R ,. 4 DISPENSER 20/1 11 20/2 1 ___ " K �� 11 12 RICE COOKER FREEZER 1476 ' K K 13 972 1 20/1 13 SEAL MACH. " /� �� K K 1123 i,' 20/1 " B• 14 REFRIG. ' 1548 ' K 14 1 20/1 15 20/1 L 1320 R ' 360 ' ROOF REC. ��' 16 HOOD 17 18 500 K 1092 18 1 20/1 17 FREEZER 20/1 2 1560 K "-_ 17 1 20/1 SPARE Am• 18 1 all"-I- / K 1 FREEZER 20/1 19 20/1 1404 K / 3 SPARE le 20 20/1 1 � K 1092 I� 20/1 21 20/1 TEA PERCOLATOR 1500 22 K 2 23 SPARE l/= `•• r• 22 24 22 24 26 45/3 i_ _�'A 29 L % ®' 20/1 23 20/1 -- ICE MAKER /� ' li_ 26 SPARE EF -2 1320 23 " L 24 1 20/3 25 26 25/3 1 33 34 L 2160 ' K RTU -2 " - 1320 25 L 35 36 L 27 " STEAMER L 28 2160 _ 37 •a' •• 28 27 _Alia 20/1 1320 L �/� K " 29 30 lip 29 30 L 2664 " 2160 " MUA -2 938 _ 938 ' I 0 1 1 15/3 31 1092 REFRIG. 7,• " 62 64 :ii._:::::::_ _�' K L.C.L. & L. M. 23484 x1.25 29355 (VA) a LOAD CODE K KITCHEN KW c• 32 " O 32 20/1 1 " 33 K 500 HOOD __ 36 I •m% `•1 34 36 K UMW 2 O 33 34 20/1 " 35 R ' 360 36 ROOF REC. �� SPARE M _� �� K '__ 2 20/1 37 36 20/1 39 5 R 'I/� 900 `N' Nip 38 SPARE WARMER 833 20/1 39 40 40 1 20/1 37 38 100/3 1 - MI SPARE .1111."- ' ' PNL "B7" STEAMER 180 1600 20/1 41 42 KIT. EQUIP 0 0 (VA) (K => 6 @ 85 %) L LONG CONT. LOAD / 1 30/2 39 40 5584 4756 3750 1458 MINI 5683 TOTAL CONN. LOAD 30370 (VA) L.C.L. & L. M. 13512 x1.25 16890 (VA) LOAD CODE K KITCHEN KIT. EQUIP 12604 8193 (VA) (K => 6 @ 65 %) L LONG CONT. LOAD / REC. < =10KVA 1440 1440 (VA) (1ST 10 KVA x100 %) LARGEST MOTOR REC. REMAINDER 0 x0.5 0 (VA) O OTHERS OTHERS LOAD 2814 x1 2814 (VA) R RECEPTACLE TOTAL LOAD 29337 (VA) 81 (A) LIG -TI\G EIXTUR- SC -EDULE TYPE SYMBOL MARK LAMP FI VARE VOLT MOUNTING MANUFACTURE & MODEL TYPE NO. WATT A CIR NO CIR NO RECESS F32 2 32 58 120 CEILING SELECTED BY ARCH. B LTG REC MISC RECESS DOWN CF13 1 13 15 120 CEILING SELECTED BY ARCH. L R C 3 ® RECESS DOWN CF13 1 13 15 120 CEILING SELECTED BY ARCH. D L 357 r• MICRO STEAMER LTG PENDANT CF26 1 26 30 120 CEILING SELECTED BY ARCH. 3 E 20/1 3 LOW VOLTAGE TRACK LTG LOW MR16 6 20 120 120 CEILING SELECTED BY ARCH. - LTG �� ' DISPENSER ,..../--- 1020 K 6 20/1 1 20/1 5 20/1 2 " SPARE K / ' EM WARMER 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 1350 O . WARMER el " WARMER 10 1154 - LOAD CALCULATION' EXISTING LOAD 1333A PER BASE BUILDING DWG. NEW LOAD= 'A' +'B' +'D'= 81A +137A +100A=318A NEW TOTAL LOAD= EXISTING +NEW = 1333 +318 =1651A EXISTING SWITCHBOARD (2000A) IS OK, Isc= 19,666A Isc= 27,191A EXISTING MAIN SWITCHBOARD - 'Cl' (E) 2000A 120/208V, 30, 4W BUS 42KAIC 200A -3P (E) 2'C -4 #3/0 + 1 #4G L =±40' VD =0.4% SHUNT TRIP CI 100A -3P 1 1/2'C -4 #2 + 1 #8G PANEL'C' PNL "B" 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 LOAD CODE OUTLETS CB NP CIR NO CIR NO CB NP OUTLETS LOAD CODE LOAD(VA DESCRIPTION A B C LTG REC MISC MISC REC LTG A B C CASHIER 540 L R 1 3 1 20/1 1 2 20/1 2 20/1 R 21 L 357 r• MICRO STEAMER LTG �� 718 718 DISPLAY CASE L 1560 L K 3 4 20/1 3 4 6 20 /1 " 21 L •n` gm. 507 4 LTG �� ' DISPENSER ,..../--- 1020 K 6 20/1 1 20/1 5 20/1 2 " SPARE K / ' P WARMER •, . COOLER 912 7 8 K L 1 20/1 7 8 20/1 1 20 /1 9 K 1350 O . WARMER el " WARMER 10 1154 - K 2 20/1 9 10 20/1 1 500 K - 4000 ' COOLER ,. 12 DISPENSER 1800 K 1320 K ___ " 1 20/1 11 12 20/1 1 K K ' 13 972 CHEF BASE `'• . SEAL MACH. 952 /� �� K 13 ___ 2 20/1 13 14 16 20/1 1 20/1 15 K 1092 14 REFRIG. „ DISPENSER L 1320 K 15 19 2 20/1 15 20/1 1 17 18 K CHARBROILER 1092 18 REFRIG. !i' 1200 MI FREEZER �� 2 1560 K "-_ 17 1 20/1 17 18 20/1 1 ' / K 1 FREEZER •` ICE SHAVER 1404 K 'in ea 3 20/1 19 20 20/1 1 K 1092 I� REFRIG. ___-- 27 TEA PERCOLATOR 1500 22 K 2 23 1 20/1 21 22 24 26 45/3 1 _�'A 29 L % ®' _" RTU-4 •i" -- ICE MAKER /� 1175 K 26 1 20/2 23 " '/' 24 L - 3725 " '•, l• 33 34 1175 26 / K 28 25 35 36 L ®/ _-- STEAMER 2664 28 K 30 37 1 30/3 27 28 20/1 1 �/� K 1440 ' FOOD PROC. lip 29 30 / 2664 K WI mpg 29 �M 20/1 1 M K 1092 REFRIG. 7,• " 62 64 :ii._:::::::_ 34 K L.C.L. & L. M. 23484 x1.25 29355 (VA) a LOAD CODE K KITCHEN KW CITY OF Tr i LPG KIT. EQUIP 0 0 (VA) (K => 6 @ 65 %) f h m 114E L LONG CONT. LOAD / REC. < =10KVA 360 360 (VA) (1ST 10 KVA x100 %) ADD LARGEST MOTOR __ 31 32 20/1 1 I__ K 500 HOOD �� 36 WARMER 1872 K /" 2 20/1 33 34 20/1 2 R ' 360 36 ROOF REC. �� WARMER �� GM/ 1433 K '__ 2 20/1 35 36 20/1 39 5 R " 900 CONV. •• �• , WARMER 833 K 1 20/1 37 38 100/3 1 41 0 1458 ' PNL "B7" STEAMER 180 1600 0 K L.C.L. & L. M. 2154 x1.25 2693 (VA) LOAD CODE K KITCHEN KIT. EQUIP 0 0 (VA) (K => 6 @ 85 %) L LONG CONT. LOAD / 1 30/2 39 40 0 ' 1458 Mill • 1800 K 1800 1800 10852 41 42 TOTAL CONN. LOAD 33816 (VA) L.C.L. & L. M. 0 x1.25 0 (VA) LOAD CODE K KITCHEN KIT. EQUIP 33816 21980 (VA) (K => 6 @ 65 %) L LONG CONT. LOAD / O ' OTHERS LOAD 0 x1 0 (VA) R RECEPTACLE 1458 8480 11670 10772 9574 9494 11303 TOTAL CONN. LOAD 61293 (VA) L.C.L. & L. M. 12039 x1.25 15049 (VA) LOAD CODE K KITCHEN KIT. EQUIP 43080 28002 (VA) (K => 6 @ 65 %) L LONG CONT. LOAD / REC. < =10KVA 1800 1800 (VA) (1ST 10 KVA x100 %) LARGEST MOTOR REC. REMAINDER 0 x0.5 0 (VA) 0 OTHERS OTHERS LOAD 4374 x1 4374 (VA) R RECEPTACLE TOTAL LOAD 49225 (VA) 137 (A) L = ±10' VD =NEG, 200 PANEL'A' 81A -3P Isc= 42,000A MAX, 1200A -3P (E) 2T-4#3/0 + 1 #4G L =±70' VD =0.6X 200A -3P Isc= 21,504A (>0')A-3P n 1 1/2'C -4 #2 + 1 #8G L =±30' VD =0,2X PANEL'B' 137A Isc= 11,281A PANEL'B1' SINGLE LINE DIAGRAM NO SCALE 200A -3P (E) 2'C -4 #3/0 + 1 #4G L =±70' VD =0.6X SINGLE LINE DIAGRAM NOTES: SHORT CIRCUIT DUTY NOTES: THE MAXIMUM AVAILABLE FAULT CURRENT AT EXISTING SWITCHBOARD IS 42,000 A MAX. PANEL'D' 100A -3P PNL "B1" VOLTAGE (V) 120/ 208 3 PH 4 W BUS 125 (A) MAIN CB MLO SERIES RATED AIC 65,000 (A) MTD. FLUSH DESCRIPTION LOAD A LOAD COD= OUTLETS CB NP CIR NO CIR NO CB A/P OUTLETS LOAD CODE LOAD(VA DESCRIPTION A B C REC ® MISC MISC REC LTG A B C EF -1 718 L L 1 15/3 1 20/1 1 2 20/1 30/2 1 R 180 2912 ROOF REC. r• MICRO STEAMER " 2 718 718 L / L 3 4 20/1 4 " 0 SPARE •n` gm. / 4 "� ^ L 1020 " 1320 " Mil 1560 L 5 6 20/1 5 6 50/3 1 " SPARE MUA -1 500 ' P O - . 1 15/3 7 8 K L 1 20/3 / i• 20 /1 9 500 ' O . a. if ' " 9 10 1800 LTG K " 9 ,�' I• ,01 " _' 500 0 - 4000 ' " 11 12 1800 K 20/1 13 ___ " 11 12 30/2 MIMI L -_ K 20/1 2140 13 14 %. SPARE 13 ___ -- 20/1 K 2140 20/1 15 16 0 � � 14 "Ann LTG L I1. "_ 15 19 -- 1 K 17 18 % ® CHARBROILER 'it, to ii, 18 ' !% __ IBM ___ __M ' 1200 MI R L ,•■ • 2 20/1 "-_ 17 18 " 19 20 ' / 1800 1 /' 23 '_'-- I: 'in ea 21 22 1- ___-- 27 28 21 22 20/1 2 23 24 K WARMER _�'A 29 �-- in _" -- Y3 25 26 31 32 '/' 24 if - MI 1-.111M111111111111 33 34 25 26 27 28 35 36 III' _-- 28 29 30 37 38 COMM �/� ' _-- 39 40 29 30 31 32 WI mpg �M 42 soil M __-- 3808 4394 5100 33 34 TOTAL CONN. LOAD 30324 (VA) RECE VED L.C.L. & L. M. 23484 x1.25 29355 (VA) a LOAD CODE K KITCHEN KW CITY OF Tr i LPG KIT. EQUIP 0 0 (VA) (K => 6 @ 65 %) f h m 114E L LONG CONT. LOAD / REC. < =10KVA 360 360 (VA) (1ST 10 KVA x100 %) ADD LARGEST MOTOR __ OTHERS LOAD 6460 x1 6480 (VA) R RECEPTACLE TOTAL LOAD 36195 (VA) 100 (A) PERMIT CENTER e+' ear so -•I I__ -- 33 35 36 /" _"-- 37 38 36 "� GM/ '__ -- 39 40 37 38 ■ ��M // 41 42 41 _ �- W� 1218 180 0 0 TOTAL CONN. LOAD 3834 (VA) L.C.L. & L. M. 2154 x1.25 2693 (VA) LOAD CODE K KITCHEN KIT. EQUIP 0 0 (VA) (K => 6 @ 85 %) L LONG CONT. LOAD / REC. < =10KVA 180 180 (VA) (1ST 10 KVA x100 %) LARGEST MOTOR REC. REMAINDER 0 x0.5 0 (VA) 0 OTHERS OTHERS LOAD 1500 x1 1500 (VA) R RECEPTACLE TOTAL LOAD 4373 (VA) 12 (A) 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. 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. EXISTING EQUIPMENT NOT INDICATED TO BE REMOVED OR ABANDONED IS TO REMAIN IN USE AND CIRCUIT CONTINUITY SHOULD BE MAINTAINED AT ALL TIMES. 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. '7/7z,/, DEMOLITION (E)1 EXISTING (N)' NEW (R)' EXIST. EQUIP, TO BE RELOCATED, SERIES RATED CIRCUIT BREAKER - PROVIDE MARKING IN ACCORDANCE WITH NEC SECTION 110 -22, MARKING SHALL READ "CAUTION - SERIES RATED SYSTEM 42,0Qx AMPS AVAILABLE. IDENTIFIED REPLACEMENT COMPONENT REQUIRED." DISTRIBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. SERIES RATED CIRCUIT BREAKER SHALL BE AS FOLLOWING OR EQUAL : MAIN BKR AT PNL "A " / "B " / "D" BRANCH BREAKER AT PANEL "A " / "B " / "B1 " / "C " / "D" BKR TYPE "KG" BY "SQUARE -D" BKR TYPE "QO " / "QOB" BY "SQUARE -D" (200A MAX.) (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 65,000 (A) MTD. FLUSH DESCRIPTION LOAD(VA LOAD CODE OUTLETS CB NP CIR NO CIR NO CB NP OUTLETS LOAD CODE LOAD(VA DESCRIPTION A B C LTG REC MISC MISC REC LTG A B C L 20/1 1 30/2 1 K 2912 e 2160 MICRO STEAMER :' 2 LTG 1560 / L 20/1 3 4 " 0 ' _' K / 4 LTG ^ " 1154 i 1320 1020 " 1320 " Mil 1560 L 20/1 5 5 6 50/3 1 " •• �' ,f12 =�• i• •r' '•, Ip K LTG L 4000 GRIDDLE r . CHARBROILER 1800 - 1 K L 1 20/3 7 20 /1 9 K 4000 a. if ' 8 �/ - 1800 LTG K " 9 10 K % 4000 ' " " / 1800 K 20/1 13 14 " 11 12 30/2 1 L K 20/1 2140 FRYER 20/1 %. SPARE 13 L 20/1 K 2140 20/1 0 � � 14 SPARE LTG L 15 19 20/3 1 K /1111 1600 % ® CHARBROILER 'it, to ii, 18 ' !% __ IBM ___ __M 360 ®_ _' " 1200 MI R L 2 20/1 21 17 18 " K ' / 1800 1 20/1 23 I: 'in ea 28 1- 27 28 21 22 20/1 2 _►afar _��.%z4 _ `Ar1.! ��G� '_ ; 4M111W ___'I _I"�21asi+ M _ K WARMER 29 �-- 30 , s Y3 31 32 '�• �� at ag l/% p; 24 33 34 25 26 35 36 / 28 37 38 �/� 39 40 29 30 WI mpg 42 3808 4394 5100 �� 5674 TOTAL CONN. LOAD 30324 (VA) RECE VED L.C.L. & L. M. 23484 x1.25 29355 (VA) a LOAD CODE K KITCHEN KW CITY OF Tr i LPG KIT. EQUIP 0 0 (VA) (K => 6 @ 65 %) f h m 114E L LONG CONT. LOAD / REC. < =10KVA 360 360 (VA) (1ST 10 KVA x100 %) ADD LARGEST MOTOR 13 (a 201 o REC. REMAINDER 0 x0.5 0 (VA) APR O OTHERS OTHERS LOAD 6460 x1 6480 (VA) R RECEPTACLE TOTAL LOAD 36195 (VA) 100 (A) PERMIT CENTER / 33 34 35 36 GM/ 37 38 // 41 �t; - /� 42 1800 1800 1800 10852 9624 7940 TOTAL CONN. LOAD 33816 (VA) L.C.L. & L. M. 0 x1.25 0 (VA) LOAD CODE K KITCHEN KIT. EQUIP 33816 21980 (VA) (K => 6 @ 65 %) L LONG CONT. LOAD / REC. < =10KVA 0 0 (VA) (1ST 10 KVA x100 %) LARGEST MOTOR REC. REMAINDER 0 x0.5 0 (VA) 0 OTHERS OTHERS LOAD 0 x1 0 (VA) R RECEPTACLE TOTAL LOAD 21980 (VA) 61 (A) PNL "D" 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 LOAD CODE OUTLETS CB NP CIR NO CIR NO CB NP OUTLETS LOAD CODE LOAD A DESCRIPTION A B C LTG REC MISC MISC REC LTG A L 20/1 1 25/3 1 0 2160 e 2160 RTU -1 " �' 2 LTG 1560 L 20/1 3 0 ' _' 2160 �� •�' 4 LTG 912 M ' 952 Ma "' 1404 " 1154 i 1320 1020 " 1320 " Mil 1560 L 20/1 5 0 " •• �' ,f12 =�• i• •r' '•, Ip 8 LTG L 20/1 7 8 45/3 1 L RTU -3 LTG L 20 /1 9 10 L �/ LTG L 20/1 11 L nwitild SPARE LTG L 20/1 13 14 20/1 LTG L 20/1 15 16 20/1 %. SPARE LTG L 20/1 17 18 20/1 SPARE LTG L 20/1 19 20 'M ' ' IIIIMY►Yy!I �`S, %, ROOF REC. ' !% __ IBM ___ __M 360 ®_ _' " 1200 MI R L 2 20/1 21 22 SIGN 1 20/1 23 I: 'in ea 28 27 28 _►afar _��.%z4 _ `Ar1.! ��G� '_ ; 4M111W ___'I _I"�21asi+ M _ 29 30 , s ,Mr ii: .I'I'I ,Es. M. lie e .; 31 32 33 34 35 36 37 38 39 40 42 3808 4394 5100 �� 5674 TOTAL CONN. LOAD 30324 (VA) RECE VED L.C.L. & L. M. 23484 x1.25 29355 (VA) a LOAD CODE K KITCHEN KW CITY OF Tr i LPG KIT. EQUIP 0 0 (VA) (K => 6 @ 65 %) f h m 114E L LONG CONT. LOAD / REC. < =10KVA 360 360 (VA) (1ST 10 KVA x100 %) ADD LARGEST MOTOR 13 (a 201 o REC. REMAINDER 0 x0.5 0 (VA) APR O OTHERS OTHERS LOAD 6460 x1 6480 (VA) R RECEPTACLE TOTAL LOAD 36195 (VA) 100 (A) PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 0 0 z 0 z U -J Q M � � gg W E- Z W 00 ck3W H-0 V ZQ wit f- CO U � o I- a W 0 O V/ W C7)� - t V./ !� W REVISIONS A\ HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A- ® - ® - NOTES SHEET NUMBER 1 7b Gik (*) (45) /111■- -.411111.- :15f KEY NOTES: LIGHTING CONTACTOR AND TIME SWITCH. SEE LIGHTING SHUT-OFF CONTROL DIAGRAM IN THIS SHEET. O''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— -0 St (0-2 HRS OVERRIDE) LIGHTING CONTACTOR PNL LTG LIGHTING SHUT-OFF CONTROL DIAGRAM Lighting Summary LTG-SUM Project Info PrO_ I ect Address 633 SO UTH C ENTER M ALL Date 1/25/2010 TURN ILA ,W A 98188 For Building Department Use WA 99207 Applicant Name: CHOW RING/TOKYO TOKYO Applicant Address: GARY WANG & ASSOC. Applicant Phone: 626-206-6899 Project Description • New Building 0 Addition ISI Alteration • Plans Included See SEC Section 1513 for automatic daylighting, occupancy sensor, other controls, and commissioning Compliance Option • Prescriptive 0 Lighting Fbwer Allow ance • Systems Analysis • Clear (See Qualification Checklist (over). Indicate Ftescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 1 No changes are being made to the lighting • Less than 60% of the fixtures new , Installed w attage not Increased, & space use not changed. Location (floor/room no.) Occupancy Description Allow ed Watts per ft2** Area In ft2 Allow ed x Area WHOLE PAST FOOD 1.30 4593 5971 SERVICE 9 RECESS DOWN 97 15 1455 DIMING C RECESS DOWN 149 15 2235 DINING D PENDANT 7 30 210 ram Table - (over) - ocumen a exceptions on form Total Allowed Interior Watts 5971 Notes: 1. Use manufacturer's listed maximum Input wattage. For hard-w [red ballasts only, 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. 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fixture Proposed Lightin Wattage Interior Location (floor/room no.) Fbdure Description Number of Fixtures Watts/ Fixture Watts Proposed KITCHEN A 2X4 RECESS 24 58 1392 SERVICE 9 RECESS DOWN 97 15 1455 DIMING C RECESS DOWN 149 15 2235 DINING D PENDANT 7 30 210 DIMING II TRACK LTG 2 120 240 . . _ . . Bldg. (by perim)' _ 7.5 W/If n er or -Toposea Watis may not exceeci Total owe Maximum Allowed Lighting Wattage (Exterior Total Proposed Interior Watts 5532 Location " Description Allow ed Watts per ft 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 wife Note: 2006 SEC does not allow trading betw een covered parking and ext. Itg. Total Allowed Cove ed 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. Ctloose either the facade area or the perimeter method, but not both) Total Allowed Bldg. Bcterlor Watts Use mfgr 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 %posed Garage Proposed Watts may not exceed Allow ed Total Proposed Covered Parking Watts Location Fixture Description Number of Fixtures Watts/Fixture Watts Proposed Exterior Proposed Watts may not exceed Allow ed Watts Total Proposed Exterior Watts RECEIVED CITY OF TUKVRLA APR 1 3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 7,1( 0 (NI ce 0", >- 14) z 1-1-1 ck$ w 000 ELI (17) 0 w 0 REVISIONS HEALTH DEPT. CORRECTIONS 02/13/10 A - A - FN LIGHTING PLAN SCALE: 1 /4"= 1 '-0" SHEET NUMBER PLAN NOTES 1. VERIFY ALL HVAC Sc 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" Sc 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. KEY I\ UTES 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. • 111 ........ 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'i AsFAq 1$0541#4‘ RECEIVED 0 CITY OF TUKWILA APR 13 2010 PERMIT CENTER - POWER PLAN SCALE: 1/4 " =1' -0" N DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 U J .J co CO 00 F- 0) U I- _J 0— h. F- PO REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 SHEET NUMBER TOKYO TOKYO EQUIPMENT SCHEDULE CHOWKING EQUIPMENT SCHEDULE REMARKS: PLUMBING ELECTRICAL EQUIPMENT REMARKS: PLUMBING ELECTRICAL EQUIPMENT GAS WASTE HOT WATER COLD WATER LOAD PHASE VOLT QN' SIZE (wxdxh) (inches) ( ) ( ) MANUFACTURER MODEL NO. DESCRIPTION ITEM GAS WASTE HOT WATER COLD WATER LOAD PHASE VOLT Qn, SIZE (wxdxh) (inches) MANUFACTURER MODEL NO. DESCRIPTION ITEM SIZE MBTUH TYPE SIZE R.I.H. SIZE R.I.H. SIZE AMP WATTS H.P. SIZE MBTUH TYPE SIZE R.I.H. SIZE R.I.H. SIZE AMP WATTS H.P. - - - - - - - - - - - - - - - -GC- CUSTOM FRONT SERVICE COUNTER 101 - - - - - - - - - - - - - - - -GC- CUSTOM FRONT SERVICE COUNTER 001 (1) W/ ATM & CREDIT CARD MACHINE Sc GOOSE NECK MIC _ - - - _ - _ _ 1 115 2 - PROTECH PS -8830E P.O.S. (CASH REGISTER) 102 LEFT SWING - - - - - - - - 13.0 - 0.75 1 115 1 27x29- 7/8x78 -5/8 TRUE FOOD SERVICE GDM -23F FROZEN DISPLAY CASE 002 - - SC - - - - - 11.65 - - 1 120 1 27- 1/2X33- 1/16X40 CSC WORLDWIDE SBBRSS27S2 BEVERAGE DISPLAY CASE 103 1 W ATM & CREDIT CARD MACHINE St GOOSE NECK MIC _ _ _ _ _ _ _ _ - - 1 115 3 - PROTECH PS -8830E P.O.S. (CASH REGISTER) ) 003 - - - - - - - - - - - - - - - -GC- CUSTOM CUT-OFF S /S TABLE 104 - - - - - - - - - - - - - 3 - SAN JAMAR C241 0C CUP DISPENSER 004 - - - - - - - - 28.0 3200 - 1 208 1 25- 5/8x22- 7/8x18 -5/8` PANASONIC NE -3280 MICRO- STEAMER 105 W/ CUT -OUT FOR TARO STN. AND 1/6 SIZE TABLE PAN _ _ _ _ _ _ _ _ _ _ _ - - - 68x24x36 -1/2 -GC- CUSTOM BACK SERVICE COUNTER 005 AMPS PER LINE 3 Ph 28.8/49.9/28.8 - - - - - - - - SEE REMARKS 12000 - 3 208 1 36- 1/2X25X8 -7/8 WELLS G -196 ELECTRIC GRIDDLE 106 - - - - - - - - 8.5 - 0.33 1 115 1 25- 5/8x15- 7/8x27 -1/4 GRINDMASTER CRATHCO D35 -4 BEVERAGE DISPENSER 006 - - - - - - - - 28.8 - - 1 208 2 24 "x24 "x13" EMBERGLO E2424 ELECTRIC CHARBROILER 107 44 CUPS - - - - - - - - - 77 - 1 120 4 15x16 ZOJIRUSHI THA -803S RICE WARMER 007 - - - - - - - - 20.6 4280 - 1 208 1 12X29 - 5/8X16 -3/8 APW WYOTT EF -15N COUNTERTOP FRYER 108 - - - - - - - - 7.6 - 0.33 1 115 1 49- 1/8x23- 7/8x35 -5/8 TRUE FOOD SERVICE TBB- 24- 48G -SD -S BACK BAR COOLER 008 - - - - - - - - 7.5 450 - 1 120 1 29- 1/2X22 - 5/8X21 -1/8 HATCO HDW -2 FOOD WARMER 109 W/ SWING DOORS - - - - - - - - - - - - - - 24x24x36 -1/2 -GC- CUSTOM S/S TABLE TOP CABINET 009 - - - - - - - - - - - - - 1 60X3/4X2 SAN JAMAR CK6560A SLIDE CHECK RACK 110 - - - - - - - 1/2" - - - - 120 1 - BY VENDOR BY VENDOR COFFEE DISPENSER 010 W/ OPEN UNDERCOUNTER SHELVES _ - - - - - - - - - - 1 44X34X36 -GC-- CUSTOM S/S DISPATCHING TABLE 111 - - - - - - - - - - - - - - 52x20x12 -GC- CUSTOM S/S PASS THRU 011 - - - - - - - 1 44X14X2 -GC- CUSTOM S/S DISPATCHING COUNTER 112 FLIP UP DOOR (GRSDH -52) - - - - - - - - 14.7 - 1760 - - - 1 120 1 52x19- 1/2x12 -1/8 HATCO GRSDH -52 DISPLAY WARMER 012 - - - - - - - - 1.0 120 - 1 120 1 24X3 - 1/2X2 -1/2 HATCO HL -24 DISPLAY LIGHT 113 W/ OPEN UNDERCOUNTER UNITS - - - - - - - 60x30x36 -GC- CUSTOM S/S TABLE 013 W/ OPEN UNDERCOUNTER UNIT - - - - - - - - 1 42X34X45 -GC- CUSTOM BACK SERVICE COUNTER 114 6 -VALVE - - - - - - - 1 /2" 3.0 - - 1 115 1 22x30- 1/2x36 -3/16 LANCER IBD 4500 SODA AND ICE DISPENSER 014 - - - - - - - - 8.5 - 0.33 1 115 1 25- 5/8x15- 7/8x27 -1/4 GRINDMASTER CRATHCO D35 -4 BEVERAGE DISPENSER 115 - - - - - - - - 11.0 - 1 120 2 16x24 - 1/2x31 -3/4 BUNN- 0 -MATIC 34000.0000 FROZEN BEVERAGE DISPENSER 015 - - FS 3/4" - - 385" 3/4 35.0 530 1.5 1 115 1 38- 1/8X31- 1/2X43 -1/2 SCOTSMAN NSE654 -1 ICE MAKER W/ BIN 116 - - - - - - - - - 400 - 1 110 1 10- 1/2x15x23 -1/2 SEALMAX CTS -528 CUP SEALING MACHINE 016 - - - - - 2 4 TO 4 -7/80 X 23 -1/2 SAN JAMAR C3500P CUP DISPENSER 117 LEFT HINGES /2.5" CASTERS - - SC - - - - - 4.6 - 0.2 1 115 1 27- 5/8x30 - 1/8x29 -3/4 TRUE FOOD SERVICE TUC -27G UNDERCOUNTER CHILLER 017 W/ OPEN UNDERCOUNTER UNIT - - - - - - 1 38X34X36 -GC-- CUSTOM S/S TABLE 118 RIGHT HINGES /2.5" CASTERS - - SC - - - - - 8.6 - 0.5 1 115 1 27- 5/8x30 - 1/8x29 -3/4 TRUE FOOD SERVICE TUC -27FG UNDERCOUNTER FREEZER 018 SC - - - - - 3.9 - 0.17 1 115 1 27- 1/2X31X36 TRUE FOOD SERVICE TUC -27G UNDERCOUNTER REFRIGERATOR 119 LEFT HINGES - - SC - - - - - 4.9 - 0.2 1 115 1 27- 5/8x30- 1/8x36 -3/4 TRUE FOOD SERVICE TSSU -27 -8 COLD TABLE 019 - - - - - - - - 4.3 517 - 1 120 1 9X15- 1/2X15 -7/16 SERVER FSPW -SS (81140) GRAVY DISPENSER 120 - - - - - - - - - - - - - 1 11x12 - 1/2x17 ZESCO 157 -D- 264 -BK TAHO SYRUP DISPENSER 020 - - SC - - - - - 8.6 - 0.50 1 115 1 27- 1/2X31X36 TRUE FOOD SERVICE TUC -27FG UNDERCOUNTER FREEZER 121 - - - - - - - - 12.5 - - 1 115 1 13- 1/2x18 PERCOLATORS RW -13500 TEA PERCOLATOR 021 W/ (4) VOLLRATH 1/2 SIZE STEAM TABLE PAN _ _ _ _ - - 15.0 1800 - 1 120 1 29- 5/8X24- 1/2X12 -3/8 WELLS TMPT WARMER 122 - - FS - - - - - 3.8 - - 1 115 1 13- 1/4x15- 1/4x17 HATSUYUKI HC -8E ICE SHAVER 022 - - - - - - - - 10.8 2235 - 1 208 1 22X19 PANASONIC SR -GA721 RICE COOKER 123 FOR ICE SHAVER - - - - - - - - - - - - - 1 15x24x34 -KEC- CUSTOM S/S EQUIPMENT STAND 023 NPT INLET - - - - - - - 1/2 " - - - - - 1 - T & S BRASS B -0592 POT FILLER 124 ' W WATER FILTER ASSEMBLY SCOTSMAN SSM1 -A - - FS 3/4 " - - 5.25 ACH 3/8 " 11.3 - 1.5 1 208 1 21x24x27 SCOTSMAN NME954AS -32B ICE MAKER 024 - - SC - - - - _ - 13.0 - 1.5 1 120 1 54- 1/8x31- 1/8x83 -1/4 TRUE FOOD SERVICE T -49FG REACH -IN FREEZER 125 BINS- B3225/ TOPS- KIT20A - - FS 1" - - - - - - - - - 1 22x32 -3 4x44 / SCOTSMAN B322S ICE BIN 025 - - SC - - - - - 9.6 - 0.5 1 120 1 78 -1 8x31x84 -1 4 / / TRUE FOOD SERVICE T -72G REACH -IN REFRIGERATOR 126 4 BOXES WIDE , 4 -5 SHELVES - _ _ _ _ _ _ _ _ - - - - 1 28x11x60 LANCER - B.I.B. RACK 026 W T &S B -0590 FAUCET / - - FS - - - - 1/2" / - - - - - 1 60x24x36 -KEC- CUSTOM PREP TABLE & SINK 127 FOR DROP -INS CABINETS & CUT -OUTS F _ _ _ _ _ _ _ - - _ - - - - 100x30x36 -1/2 -KEC- CUSTOM S/S COUNTER 027 - - - - - - - - 12 - 0.33 1 120 1 8- 13/16x16 - 11/16x19 -1/2 HOBART FP100 FOOD PROCESSOR 128 W/ DIVIDER FOR PACKAGING - - - - - - - - - - - - - 2 48x15x2 -KEC- CUSTOM S/S WALL SHELVES 028 W/ T&S B- 0133 -8 PRE - RINSE, B- 155LNM ADD -ON FAUCET, AND 068X FAUCET PART - - FS - 40" 1/2" 40" 1/2" - - - - - 1 90x24x36 GSW SE18183D 3- COMPARTMENT SINK 129 - - - - - - - - 6.3 870 - 1 120 1 12x24- 1/2x16 HATCO GRFFBL PORTABLE FOOD WARMER 029 W/ GOOSENECK FAUCET - - D 1 -1/2" - 1/2" _ 1/2" - - - - - 1 17- 1/4x12 -1/2 GSW HS- 1217SS WALL- MOUNTED HAND SINK 130 - - - - - - - - 11.3 1350 - 1 120 3 29- 1/2x25 - 1/8x35 -1/4 HATCO HDW -3 DRAWER TYPE WARMER 030 W/ T &S B -0665 FAUCET - - D - - 1/2" - 1/2" - - - - - 1 36x24 T & S B- 0665 36X24 MOP SINK 131 ON CASTERS - - - - - - - - 4.3 - - 1 120 1 8- 7/8x16 - 5/8x15 -3/8 SERVER PRODUCTS FSPW -SS (81140) GRAVY DISPENSER 031 3-TIERS, 5-FT. W/ 74P SITE SELECT POSTS 2 -HEAVE DUTY DUNNAGE RACKS (2002) - - - - - - - - - - - - - - VARIES METRO - WIRE SHELVING 132 3 QUARTS - - - - - - - - 22.2 800 - 3 208 2 23x23 - 1/4x30 ACCUTEMP S6208D8 -300 STEAMER 032 - - - - - - - - - - - - - 2 - GSW EL -6 LOCKER 133 FOR 032 WITH CASTERS _ _ _ _ _ _ _ _ - _ - - - 32-1/4x25-5/8x47 ACCUTEMP SNH -21 EQUIPMENT STAND 033 - - - - - - - - - - - - - - VARIES NEW AGE SEE PLAN WALL -MOUNT STORAGE RACK 134 RICHT HINGES - - SC - - - - 13.0 - 0.75 1 115 1 27x31 - 1/4x83 -1/4 TRUE FOOD SERVICE T -23FG REACH -IN GLASS DOOR FREEZER 034 SEE PLBG. DWGS. - - - - - - - - - - - - - 1 SEE PLBG. DWGS. - - WATER HEATER 135 DISCONNECT 3" QICK 1/2,, 35 - - - - - _ _ _ - 1 17- 3/16x23- 7/16x18 -5/16 RINNAI RER -55AN RICE COOKER 035 SEE MECH. DWGS. - - - - - - - - - - - - - - SEE MECH. DWGS. CAPTIVEAIR - TYPE I EXHAUST HOOD 136 FOR 035 - - - - - - - - - - - - - 1 18x18x32 -KEC- CUSTOM RICE COOKER STAND 036 SEE MECH. DWGS. - - - - - SC - - - - - - - - - - - 8.1 - - - 0.33 - 1 - 115 - 1 SEE MECH. DWGS. 60 "x82- 1/16 "x20 -3/8" CAPTIVEAIR TRUE FOOD SERVICE - TRCB -52 -60 TYPE I EXHAUST HOOD CHEF BASE 137 138 NPT INLET TTOP�CONNECPINGNSSTERIP /s 1 POLYBOARD INTERLOCKED - 1/2" - 110 - - - - - - - - - - 1/2" - - - - - - - - - - - 1 2 - 15- 5/8x31 - 9/16x46 T & S BRASS FRYMASTER B -0592 MJ35 -SD POT FILLER DEEP FRYER 037 038 _ - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 - 15 -7 8x15 -7 8x4 / / - SENTRYSAFE - 7150 SPLASH GUARD WALL SAFE 139 140 FOR FRYER POLYBOARD FOR W CUT -OUT FOR DIPPER WELL SINK W/ T &S FAUCET _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ - _ - _ - _ - - 48x8x3/4 66x30x36 -KEC- CUSTOM STAINLESS HOLDER 039 -KEC- CUSTOM S/S WORK TABLE 040 - - - - - - - - 30.0 3200 - 1 208 1 25- 5/8x22- 7/8x18 -5/8 PANASONIC NE -3280 MICRO- STEAMER 041 FOR 041, W/ REINFORCED BRACKET - - - - - - - - - _ 1 27x21x2 -KEC- - CUSTOM S/S WALL SHELF 042 - - SC - - - - - 3.9 - 0.17 1 115 1 27- 1/2x31x31 -7/8 TRUE FOOD SERVICE TUC- 27D -2 -LP JNDERCOUNTER REFRIGERATOR 043 - - - - - - - - 8.3 1000 - 1 120 1 12- 1/8x12- 11/16x23 -3/16 SERVER PRODUCTS FS -7SS (85170) FOOD WARMER 044 FOR PACKAGING W/ REINFORCED BRACKET - - - - - - - - - - - 1 33x15x2 -KEC- CUSTOM S/S WALL SHELF 045 3/4" 125 - - - - - - - - - - - 1 18x21x24 IMPERIAL ISP -J -SP STOCK POT RANGE 046 NPT INLET - - - - - 1/2" - 1/2" - - - - - 1 - T & S BRASS B -0597 POT FILLER 047 W/ QUICK DISCONNECT 3/4" 56 - - - - - - - - - - - 1 12x27x10 CONNERTON CHP -212 2- BURNER HOT PLATE 048 W CUT -OUT FOR 3 1 3" PAN - - - - _ - - - - - - - - 1 13x24x12 -KEC- CUSTOM SEASONING RACK 049 W 2 -WOK RING FRONT AND QUICK DISCONNECT 3/4" 120 - - - - - - - - - - - 1 24x30 - 1/4x14 RANKIN -DELUX INC. ORSU -424 -C 4- BURNER RANGE 050 FURNITURE SCu EDULE - SC - - - 8.1 0.33 1 115 - 1 51- 3/4x33- 1/8x25 -1/2 TRUE FOOD SERVICE TRCB -52 CHEF BASE 051 - - SC - - - - - 9.1 - 0.5 1 115 115 1 1 1 54- 1/8x31- 1/8x83 -1/4 78- 1/8x31x84 -1/4 78- 1/8x31x84 -1/4 TRUE FOOD SERVICE TRUE FOOD SERVICE TRUE FOOD SERVICE T -49G T -72G T -72FG REACH -IN REFRIGERATOR REACH -IN REFRIGERATOR REACH -IN FREEZER 052 QTY. SIZE MANUFACTURER MDDEL NO DESCRIPTION ITEM - - - - - - - - - - - - - 118 - - - SEATS F1 - - SC - - - - - 9.6 - 0.5 1 053 - - - - - - - - - - - - - 19 42X24 - - 42" TABLE F2 - - SC - - - - - 14.4 - 1.5 1 115 054 - - - - - - - - - - - - - 13 24X24 - - 24" TABLE F3 W/ T &S B -0590 FAUCET - - FS - - - - 1/2" - - - - - 1 60x24x36 -KEC- CUSTOM PREP TABLE & SINK 055 - - - - - - - - - - - - - 4 18X96 - - LEDGE TABLE F4 - - - - - - - - 12 - 0.33 1 120 1 8- 13/16x16- 11/16x19 -1/2 HOBART FP100 FOOD PROCESSOR 056 - - - - - - - - - - - - - 4 23X23) 44 ALLSTRONG CUSTOM S/S TRASH BIN F5 FOR 056 - - - - - - - - - - - - - 1 14x24x36 -KEC- CUSTOM S/S EQUIPMENT STAND 057 - - - - - - - - - - - - - 2 - - - SETTEE F6 B /155LNM ADD-ON FAUCEr , N AND 068X FAUCET PARE - - FS - 40" 1 2 / " 40" 1/2" - - - - - 1 90x24x36 GSW SE18183D 3- COMPARTMENT SINK 058 W/ GOOSENECK FAUCET - - D 1 -1/2" - 1/2" - 1/2" - - - - - 2 17- 1/4x12 -1/2 GSW HS- 1217SS WALL- MOUNTED HAND SINK 059 W/ T &S B -0665 FAUCET - - D - - 1/2" - 1/2" - - - - - 1 36x24 T & S B -0665 24X36 MOP SINK 060 - - - - - - - - - - - - - 1 15- 7/8x15 -7/8x4 SENTRYSAFE 7150 WALL SAFE 061 - - - ;� r . - _ ,.. - - - - - - - - - - VARIES NEW AGE SEE PLAN WALL -MOUNT STORAGE RACK 062 3- TIERS, 5-FT. 2 -HEAVY DDUUI1' DUNNAGERACKS 2002 == I jr,: - - 2 - VARIES - - METRO GSW - EL -6dr WIRE SHELVING LOCKER Q°V�q ► c , - - - , , . ,;';' �a - - 1�4:„ F 1la 1' _ ` �'f t _ - _ t - - - - - WATER HEATS : 4, rr' i P, '/ 1 18x30x36 -KEC- CUSTOM MANAGER STATION %%J.' SEE MECH. DWGS. - - ' ; "' ' 1 SEE MECH. DWGS. CAPTIVEAIR - TYPE I EXHAUST HOOD 067 SEE MECH. DWGS. - - - - - - - - - - - - - - SEE MECH. DWGS. CAPTIVEAIR - Clil(OF TI KWILA TYPE I EXHAUST HOOD 068 FS - INDIRECT WASTE TO FLOOR SINK FS - FLOOR STUB OUT 0 - OWNER KEC - KITCHEN EQUIPMENT CONTRACTOR SC - SELF - CONTAINED D - DIRECT WASTE DC - DROPPED CORD GC - GENERAL CONTRACTOR EC - ELECTRICAL CONTRACTOR ACH - AT COUNTER HEIGHT FS 1/2" - - - - - T & S - APR 1 7 2010 DIPPER WELL 069 INTERLOCKED 1/2" 150 - - - - - - - - - - - 1 20.83 "x39.86 "x46.15" FRYMASTER MJCF PERMIT C ENTER DEEP FRYER 070 DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 I � U REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - SCHEDULE SHEET NUMBER 3 0 GENERAL NOTES 11 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 0 0 0 10 0 12 13 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. CI 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 DUCT SIZES SHOWN ARE NET SIZES REQUIRED. LINED DUCTS SHALL BE INCREASED IN SIZE TO ACCOMMODATE LINING WITHOUT LOSS OF AREA. 22 23 24 25 33 34 0 36 0 0 0 40 0 0 43 44 0 0 0 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 & 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. 48 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. 49 CONTRACTOR SHOULD VISIT THE JOB SITE AND VERIFY ALL THE CONDITIONS, LOCATIONS AND DIMENSIONS BEFORE STARTING WORK, ORDERING EQUIPMENT AND DUCT /PIPE FABRICATION. 50 FURNISHING AND INSTALLATION OF ALL LOW VOLT. WIRING FOR MECHANICAL SYSTEMS SHALL BE BY THE MECHANICAL CONTRACTOR. 0 0 0 54 55 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- DESCRIPTION DOUBLE SINGLE ATION (EXISTING) — SA — SA SUPPLY AIR DUCT REMARKS — RA — RA RETURN AIR DUCT © (EXISTING) — EA — EA EXHAUST AIR DUCT RTU 4 — OA — OA OUTSIDE AIR DUCT MUA CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 126,036 INPUT, 115,953 OUTPUT, 1974 CFM © 0.5 S.P. 1035 RPM ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WT. (LB): 568 PROVIDE UNIT W /BACKFLOW PREVENTOR © WATER SUPPLY 1 TRANSITION - RECTANGULAR TO RECT- ANGULAR KMUA) 2 o CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 182,604 INPUT, 167,996 OUTPUT, 2860 CFM © 0.5 S.P. 1305 RPM ELECTRICAL: 208/230 -3 -60, 2.0 H.P. OPERATING WT. (LB): 582 PROVIDE UNIT W /BACKFLOW PREVENTOR @ WATER SUPPLY < 35 GREASE EXHAUST FAN ON ROOF CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2467 CFM © 1.625 E.S.P., 1352 RPM. ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 TRANSITION - RECTANGULAR TO ROUND flxi o SEE PLAN GREASE EXHAUST FAN ON ROOF ® CAPTIVEAIRE NCA24HPFA AIR FLOW (CFM): 3575 CFM © 2.0 E.S.P., 1056 RPM. ELECTRICAL: 208/230 -3 -60, 3.0 H.P. OPERATING WT. (LB): 236 © ELBOW W /TURNING VANE FOR RETURN AIR EXHAUST FAN IN CEILING m 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. 6X6L ---0 ( ( ) DUCT, DUCT SIZE WITH L FOR SINGLE LINE 4 RTU UNIT RISE IN DIRECTION OF. AIRFLOW nog III R III ih DROP IN DIRECTION OF AIRFLOW Eng III D III - DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOURS RATING 0 ® PROVIDED & INSTALLED BY MECH. CONTRACTOR ® FLEXIBLE DUCT II THERMOSTAT, +44 A.F.F. S SUPPLY AIR DUCT - SECTION lima RETURN, EXHAUST, OR OUTSIDE AIR DUCT - SECTION PI 0 - 4 HR BY -PASS (SEE FLOOR PLAN) TIMER (SEE FLOOR PLAN) ® (WITH LOCKED CFI COVER) 1 0 PROVIDED & INSTALLED BY MECH. CONTRACTOR WIRED BY ELEC. CONTRACTOR ROUND DUCT OR STACK - SECTION SCALE: N.T.S. 12X12CR 360 12 "X 12" NECK PERFORATED CEILING REGISTER, 360 CFM GASKET " , 2" WIDE -18GA. G.I. ' ANCHORS. SECURE TO UNIT SMS MIN. N( ) PER UNIT (SUPPLIED W /CURB) /__�__ 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 FLASHING PER SPEC. 7600 ROOFING FELT BY OTHERS MA MAKE -UP AIR PRE -FAB CURB OD OVERFLOW DRAIN SD SD DUCT MOUNTED SMOKE DETECTOR TO SHUT -OFF FAN, PER UMC 608. THRU THROUGH ROOF STRUCTURE SEE STRUCTL DWG'S TYP. TYPICAL SCALE: N.T.S. SFD COMBINATION SMOKE & FIRE DAMPER —o—c› -CAULK WITH ROOF MASTIC MVD MANUAL VOLUME DAMPER 3- VANDELPROOF SET (E) EXISTING SCREWS (N) NEW (R) RELOCATE WATERPROOF PERMASEAL STEEL REINFORCING BOOT TG TRANSFER GRILLE WG WALL GRILLE POC POINT OF CONNECTION —o BDD BACKDRAFT DAMPER ANGLE IRON — DFD DYNAMIC FIRE DAMPER MECHANICAL EQUIPMENT SCHEDULE ITEM DESCRIPTI ❑N MFG.CO. PACKAGED UNIT ON ROOF (EXISTING) RTU EXISTING 4 TONS COOLING (BTUH): 48,000 TC, HEATING (BTUH): 48,000 INPUT, AIR FLOW (CFM): 1,600 © 0.5" ESP. ELECTRIC: 208/230 -3 -60, MCA: 22.5, MOCP: 25. OPERATING WT. (LB): EXISTING v (EXISTING) RTU © (EXISTING) REMARKS PACKAGED UNIT ON ROOF (EXISTING) EXISTING 6 TONS COOLING (BTUH): 72,000 TC, HEATING (BTUH): 72,000 INPUT, AIR FLOW (CFM): 2,400 © 0.5" ESP. ELECTRIC: 208/230 -3 -60, MIN CKT AMPS: 36.6, FUSE OR HACR BKR: 40 OPERATING WT. (LB): EXISTING RTU © (EXISTING) SQUARE PACKAGED HEAT PUMP UNIT ON ROOF CARRIER 5OHJQ007 OR EQUAL COOLING (BTUH): 76,000 TC, 56,400 SHC, EER =10.5 HEATING (BTUH): 69,000 INPUT, COP =3.4 AIR FLOW (CFM): 2,400 © 0.8" ESP. ELECTRIC: 208/230 -3 -60 COMPRESS. (RLA): 20.5, OFM (FLA): 1.4, IFM (FLA): 5.8, MCA: 38.8. OPERATING WT. (LB): 750 COMPLETED WITH ROOF MOUNTING CURB, MANUAL OUTSIDE AIR DAMPER, ELECTRONIC PROGRAMMABLE THERMOSTAT AND FILTER RACK. RTU 4 W/ OBD. FOR SUPPLY AIR CD -2 MAKE UP AIR UNIT ON ROOF MUA CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 126,036 INPUT, 115,953 OUTPUT, 1974 CFM © 0.5 S.P. 1035 RPM ELECTRICAL: 208/230 -3 -60, 1.0 H.P. OPERATING WT. (LB): 568 PROVIDE UNIT W /BACKFLOW PREVENTOR © WATER SUPPLY 1 ROUND KMUA) 2 MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 182,604 INPUT, 167,996 OUTPUT, 2860 CFM © 0.5 S.P. 1305 RPM ELECTRICAL: 208/230 -3 -60, 2.0 H.P. OPERATING WT. (LB): 582 PROVIDE UNIT W /BACKFLOW PREVENTOR @ WATER SUPPLY < 35 GREASE EXHAUST FAN ON ROOF CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2467 CFM © 1.625 E.S.P., 1352 RPM. ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 Ailk w STEEL SEE PLAN GREASE EXHAUST FAN ON ROOF ® CAPTIVEAIRE NCA24HPFA AIR FLOW (CFM): 3575 CFM © 2.0 E.S.P., 1056 RPM. ELECTRICAL: 208/230 -3 -60, 3.0 H.P. OPERATING WT. (LB): 236 © < 35 FOR RETURN AIR EXHAUST FAN IN CEILING m 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. ® -10/60 ® 4 RTU UNIT 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 CG -1 KRUEGER SERIES 1190 STEEL SEE PLAN ROUND PERFORATED. HINGED SEE PLAN FIT DRYWALL CEILING < 35 FOR RETURN AIR 120V 0 7 DAY TIME CLOCK ( A T ELECT. RM)1, -10/60 24V RTU UNIT ih _�I 1 0 ® PROVIDED & INSTALLED BY MECH. CONTRACTOR ® 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. AIR BALANCE SCHEDULE ITEM e SUPPLY AIR RETURN AIR MAKE -UP AIR EXHAUST RTU -4 +2400 -1907 +493 0 RTU -2 +1600 -885 +715 0 MUA -1 0 0 +1974 0 MUA -2 0 0 +2860 0 EF -1 0 0 0 -2467 EF -2 0 0 0 -3575 TOTAL +4000 -2792 +6042 -6042 KITCHEN SPACE AIR FLOW = 0 CFM ti POC AIR CONDITIONING ` UNIT 3/4" DIA. MIN. COPPER CONDENSATE DRAIN. VENTED TRAP AND CONNECTION TO EQUIP. SEAL WEATHER TIGHT EF -1 MUA -1 & RTU -4 1" MUA -1 & RTU -4 / / S 4" SLOPE CONE FLASHING 3- 1 CONDENSATE DRAIN DETAIL 4 SCALE: N.T.S. POWER DISC 0 120V 0 7 DAY TIME CLOCK ( A T ELECT. RM)1, -10/60 24V RTU UNIT ih _�I 1 0 ® PROVIDED & INSTALLED BY MECH. CONTRACTOR ® I II S SMOKE DETECTOR IF REQ'D BY CODE PROVIDED Sc INSTALLED BY ELEC. CONTRACTOR 0 - 4 HR BY -PASS (SEE FLOOR PLAN) TIMER (SEE FLOOR PLAN) ® (WITH LOCKED THERMOSTAT COVER) 1 0 PROVIDED & INSTALLED BY MECH. CONTRACTOR WIRED BY ELEC. CONTRACTOR PACKAGED RTU. WIRING DIAGRAM 0 SCALE: N.T.S. HEAT PUMP UNIT GASKET , 2" WIDE -18GA. G.I. ' ANCHORS. SECURE TO UNIT SMS MIN. N( ) PER UNIT (SUPPLIED W /CURB) STRIP f DUCT / I ` ►: FLASHING PER SPEC. 7600 ROOFING FELT BY OTHERS CANT STRIP BY OTHERS PRE -FAB CURB ROOFING BY OTHERS ROOF STRUCTURE SEE STRUCTL DWG'S ROOFTOP UNIT CURB MOUNTING DETAIL 2 SCALE: N.T.S. -CAULK WITH ROOF MASTIC COUNTERFLASHING CAP 3- VANDELPROOF SET i9 % SCREWS LEAD FLASHING WATERPROOF PERMASEAL STEEL REINFORCING BOOT ROOFING ANGLE IRON ' BULD STRUCTURAL _ MEMBER ---�- c -I- 1/2" U -BOLT - BOLT TO STEEL OR SCREW TO WOOD STRUCTURES DUCT THROUGH ROOF PENETRATION DETAIL e SCALE: N.T.S. UNITS ELECTYICALLY INTERLOCKED EXHAUST FAN MAKE -UP AIR EF -1 MUA -1 & RTU -4 EF -2 MUA -1 & RTU -4 q� 64 TF' 4'0010 Q06, 44 RECEIVED CITY OF TUEKNIILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 -J < SOUTHCENTER 0 J LLI LL W REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 � - A — 7 \- ® — ® — NOTES, SCHE LH E5, DET,, I J..6 SHEET NUMBER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. DESIGN NOTES: ® EXISTING SA & RA DUCTS W/ LINED UP THRU. ROOF TO EXISTING ROOFTOP UNIT. ® 18 "X13" SA & 26 "X11" RA DUCTS W/ LINED UP THRU. ROOF TO RTU -4 GREAS SEE C MOOD 2 ❑ TIVEAIRE DWG. i i 9ln • j. . K...4.005 O*D'O►at40•o•O�OD 10:555506 0 '�.1 •.., ���. 0 p ��� - T. - - 1 1 1, mis x gmi x _,. ulli,II.. III EM MEN 11811,M ��ai4l��M!k I!RalN eM 12 "0 IIlA h ! 16° • . Ill I�il I I 1111111 ;� CG 0 1300 e /` 23 "X10" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -1 (2467 CFM, 1545 FPM) ® 28 "X12" GREASE EXHAUST DUCT UP THRU. ROOF TO EF -2 (3575 CFM, 1532 FPM) ® 1 -HR FIRE RATED DUCT SHAFT. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ® 18 "X18" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -1 (1974 CFM) ® 20 "X20" MAKE -UP AIR DUCT UP THRU. ROOF TO MUA -2 (2860 CFM) 3 . -- 77CT —1\ ii` Oi0i 0Y 5004750:i04654:i% %2 6527602.4 —1 0►.�1 4 l POINT OF CONNECTION. FIELD TO VERIFY EXACT LOCATION & SIZE. ® 6 "0 E.A. DUCT UP THRU. ROOF TO ROOF CAP 0 >- 0 350 CFM 350 CFM LJIII 1 4 "0 Oo ❑ � � 1--11 950 GAF �s, (TYP. 2 350 cFM 0 8 0 O Oo L•1VD__A 1 1n -r1 530 CFM N—C—F; 0 N D J N W 300 CFM .. EAS E CAPT 100 CFM —1U'X 6 658 C (TYP. mmeismir REVISIONS /� \ HEALTH DEPT. CORRECTIONS 02/13/10 A — A — HVAC PL.FAN RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER SHEET NUMBER HVAC PLAN SCALE: 1 /4" =1 '- L II ' UJHH L n I� 1 F1 F� Z ]-1-I 1- I I I J I- 1- I I �/ I LCZ // / / ,- -/ / / -,l / I J j J �I 6 "91 EXHAUST DUCT WITH ROOF CAP 120W- - - -- 1374W- - - - 4374w LL 0 CCIO W O 0 10 "X23" GRE S EXHAUST DU T DOWN SET @ 300 CFM OSA 1Ir- '-' I t- =�--J = 9._. J L r-1 "C 6 "0 EXHAUST DUCT WITH ROOF CAP (RTU) O 0 (6 TONS) 0-0 r- L (gat J 10 "X23" GREASE EXHAUST DUCT DOWN SET @ 493 CFM OSA 18 "X18" MAKE -UP AIR DUCT DOWN H^— L -! -I- L 11 J 20 "X20" MAKE -UP AIR DUCT DOWN r figat 0 (EXISTING 4 TONS) SET @ 715 CFM OSA 0-0 .* - 1--- -�- - -- J I I �3 (RTU) O (EXISTING 4 TONS) ®(R3 TU) (EXISTING 6 TONS) r SET @ 500 CFM OSA E T rt T DESIGN NOTES: 0 0 0 0 EXISTING SA & RA DUCTS W/ LINED DOWN 18 "X13 SA & 26 "X11 RA DUCTS W/ LINED DOWN FOR CONDENSATE DRAIN CONNECTION, SEE PLUMBING DWG. FOR DRAIN, GAS & WATER CONNECTION, SEE PLUMBING DWG. O5 OSA INTAKE HOOD WITH 1/4 "x1/4" WIRE MESH SCREEN AND MANUAL VOLUME DAMPER. PROVIDE BACKDRAFT DAMPER 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. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WITH OTHER EXISTING EQUIPMENT CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT MAKE NECESSARY ADJUSTMENT OR REPLACE AS REQUIRED. 1 - -T--T -I _LJJ ROOF PLAN SCALE: 1/4 " =1�- RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O M DCI CO c21 W DT Z W Q U: Q J F- M N W REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 COP PLAN 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 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. . 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. VIBRATION ISOLATOR COUNTER FLASHING r 1 r 1 1 r 1 f 1 1 1 f 1 r 1 r 1 r 1 r 1 MAKE —UP AIR UNIT (DOWN DISCHARGE) 1" X 1/8" SUPPORT STRAP' CEILING DIFFUSER CEILING ROOF 4.. . • ASSEMBLY NUMBER : WP7000 (1 -HR.) J TRACK MTL. STUDS(TYP.) METAL STUDS 16" O.C. 5/8" TYPE 'X' GYP. BD. (1 LAYER FOR 1 -HR. RATING) TYPE S SCREW @ 24 "O.C. CORNER BEAD 5/8" SHAFT LINER PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL REGLET FLASHING 3/4" GENERAL NOTE NTS FIRE PROTECTION NOTE N TS ROOFTOP MAKE -UP AIR UNIT NTS SHAFT /EXHAUST DUCT DETAIL NTS REGLET /FLASHING N TS DISCHARGE 10' FROM ADJACENT BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL. 1 —HR. FIRE 1 3H �`—T- H I GREAS 40" MIN. CATCHER 24" MIN. EXISTING ROOF EF f� EXISTING STRCUTURE RATED CEILING PROVIDE 3" MIN. 12" MAX. AIR SPACE GREASE DUCT, GAL. STEEL 16 GA. SHAFT SHALL BE VENTILATED TO THE EXTERIOR EXISTING STRCUTURE METAL COLLARS 18 "MINT.• METAL FLASH GREASE HOOD (STAINLESS STEEL, 20 MSG) 4 —0" MAX. 3' -0" FIRE RATED SHAFT PER BLDG. CODE TYPE "X" GYPBOARD 3" MIN. IF HOOD LESS THAN 12" FROM CEILING MUST BE FINISHED SOLID (1 —HR FIRE RATED) 6" MIN. 1 18" MIN. COOKING EQUIPMENT FINISHED FLOOR 6" MIN. REMOVABLE COVER 16 GA. GALVENIZED WELDED DUCT GREASE DUCT CLEANOUT PROVIDE FIREMASTER PER MFR. SEALANT AROUND DUCT CEILING PENETRATION (TYP) PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3" FROM PROTECTED COMBUSTIBLE EF N 2% SLOPE RAIN CAP COUNTER FLASHING EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE 3" MIN. 12" MAX. AIR SPACE ALL AROUND 18" MINA 3" AIR SPACE 1 —HR RATED WALL FROM THE HOOD 6 "MIN. COOKING EQUIP. 6" ANGLE IRON SUPPORT WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE "X" GYPBOARD) 18" BEYOND HOOD 1' 0" (IF HOOD LESS THAN 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 BY FIRE EXTINGUISHER CO.) UL CLASSIFIED STAINLESS STEEL BAFFLE —TYPE REMOVABLE GREASE FILTER SLOPED GREASE DRAIN WITH REMOVABLE CUP FINISHED FLOOR G2 GREASE GUARD GREASE CONTAINMENT SYSTEM GREASE CONTAINMENT SYSTEM NTS ELEVATION OF EXHAUST HOOD & DUCT N TS SECTION OF EXHAUST HOOD & DUCT N TS 1,4 /0,46)4,/7 74 "T$4701,44,/ /64‘ RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 -J J SOUTHCENTER REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- ®- ®- A - CAFTIVE,AIRE Du* SHEET NUMBER • • .p • N ¢ M m m :`. _ 12" 1 12" MAX, 3" . MAX. 44 3" EXHAUST _ DUCT 1 [ •. c. . MIN. MIN. \ ASSEMBLY NUMBER : WP7000 (1 -HR.) J TRACK MTL. STUDS(TYP.) METAL STUDS 16" O.C. 5/8" TYPE 'X' GYP. BD. (1 LAYER FOR 1 -HR. RATING) TYPE S SCREW @ 24 "O.C. CORNER BEAD 5/8" SHAFT LINER PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL REGLET FLASHING 3/4" GENERAL NOTE NTS FIRE PROTECTION NOTE N TS ROOFTOP MAKE -UP AIR UNIT NTS SHAFT /EXHAUST DUCT DETAIL NTS REGLET /FLASHING N TS DISCHARGE 10' FROM ADJACENT BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL. 1 —HR. FIRE 1 3H �`—T- H I GREAS 40" MIN. CATCHER 24" MIN. EXISTING ROOF EF f� EXISTING STRCUTURE RATED CEILING PROVIDE 3" MIN. 12" MAX. AIR SPACE GREASE DUCT, GAL. STEEL 16 GA. SHAFT SHALL BE VENTILATED TO THE EXTERIOR EXISTING STRCUTURE METAL COLLARS 18 "MINT.• METAL FLASH GREASE HOOD (STAINLESS STEEL, 20 MSG) 4 —0" MAX. 3' -0" FIRE RATED SHAFT PER BLDG. CODE TYPE "X" GYPBOARD 3" MIN. IF HOOD LESS THAN 12" FROM CEILING MUST BE FINISHED SOLID (1 —HR FIRE RATED) 6" MIN. 1 18" MIN. COOKING EQUIPMENT FINISHED FLOOR 6" MIN. REMOVABLE COVER 16 GA. GALVENIZED WELDED DUCT GREASE DUCT CLEANOUT PROVIDE FIREMASTER PER MFR. SEALANT AROUND DUCT CEILING PENETRATION (TYP) PROVIDE 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3" FROM PROTECTED COMBUSTIBLE EF N 2% SLOPE RAIN CAP COUNTER FLASHING EXISTING STRCUTURE FIRE RATED SHAFT PER BLDG. CODE 3" MIN. 12" MAX. AIR SPACE ALL AROUND 18" MINA 3" AIR SPACE 1 —HR RATED WALL FROM THE HOOD 6 "MIN. COOKING EQUIP. 6" ANGLE IRON SUPPORT WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE "X" GYPBOARD) 18" BEYOND HOOD 1' 0" (IF HOOD LESS THAN 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 BY FIRE EXTINGUISHER CO.) UL CLASSIFIED STAINLESS STEEL BAFFLE —TYPE REMOVABLE GREASE FILTER SLOPED GREASE DRAIN WITH REMOVABLE CUP FINISHED FLOOR G2 GREASE GUARD GREASE CONTAINMENT SYSTEM GREASE CONTAINMENT SYSTEM NTS ELEVATION OF EXHAUST HOOD & DUCT N TS SECTION OF EXHAUST HOOD & DUCT N TS 1,4 /0,46)4,/7 74 "T$4701,44,/ /64‘ RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 -J J SOUTHCENTER REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- ®- ®- A - CAFTIVE,AIRE Du* 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 R❑W WIDTH LENG, DIA. CFM S,P. WIDTH LENG, DIA, CFM S.P. 1 5424 ND -2 -PSP -F 12' 4,00" 450 Deg, 2467 10" 23" RIGHT 2467 - 0.958" 1974 Bottom Width, NO 519 LBS 5 16" 430 SS Where Exposed ALONE ALONE 7 16 " 20 " 4 Incandescent Light Fixt NO 953 0,162" 10.000s 8,0000 2 5424 ND -2 -PSP -F 13' 0.00" 600 Deg, 3575 12" 28" 0.162" 3575 - 1,300" 2860 10" 24" iI" t 430 SS Where Exposed ALONE ALONE 24.0000 --.•. 24.0000 -.--- 24.0000► HOOD INFORMATION HOOD NO. 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 3 16 " 16 " 4 Incandescent Light Fixt NO Z RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, NO 519 LBS 5 16" 20" 2 Stainless Steel (High E 7 16 " 20 " 4 Incandescent Light Fixt NO 953 0,162" 10.000s 8,0000 ' NO 603 LBS 1 16" 16" HOOD OPTIONS HOOD NO, OPTION LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM 1 LEFT END STANDOFF 3" Wide 151' 12" 6' 10' 16" 28.0000 ILL, listed Incandescent Light Fix: a -High Temp Assembly 658 0,121" RIGHT QUARTER END PANEL 23" Top Width, 0' Bottom Width, 23" High 430 SS Z RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23" High 430 SS 0,121" RIGHT END STANDOFF (FINISHED) 3" Wide 16" 6" 10" 24" 10.0000 8,0000 953 PERFORATED SUPPLY PLENUMS HOOD N❑, POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S,P, 1 Front 151' 12" 6' 10' 16" 28.0000 ILL, listed Incandescent Light Fix: a -High Temp Assembly 658 0,121" 10" 16" 658 0.121' 10,000' /0 ' A 10" 16' /4 :-.--% ': 658 0,121" 2 Front 159' 16" 6" 10" 24" 10.0000 8,0000 953 0,162" 10.000s 8,0000 ' % 10' 24" 953 0.162" I 10" 24" iI" t 953 0.162' 3.0000 54.0000 10,000 • 23.0000 9.0000 Llsted Incandescent Light Fixture-High Temp Assembly • 12.0000 3.0000 10,0000 co II L16,0000- 6.0000 10.0000 25.0000 74,0000 L16,0010 -^ 6,0000 10.0000 50.0000 CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted ❑ Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date 0 12' 4.00 "Nom, /12' 4.00 " ❑D 50.0000 4" ir L,6.0000 74.0000 6.0000 J 26.0000 PLAN VIEW —` Hood #1 12' 4.00" LONG 5424ND -2 —PSP —F NOTE! Additional hanging angles provided for hoods longer than 12 ft. iiir Air Z ir 4t, 54.0000 16.0000 3.0000 n . .ifvv— i //' v 12.0000 / 10.0000 ` 28.0000 ILL, listed Incandescent Light Fix: a -High Temp Assembly 10,000' /0 ' A /4 :-.--% ': - .4.43........ 1 10.0000 8,0000 1 10.000s 8,0000 ' % 8,009Q CD I i! iI" t �--- 24.0000 --.•. 24.0000 -.--- 24.0000► 78,0000 - - 78.0000 -l- L 26.0000 53.0000 53.0000 -I- 27,0000 13' 0.00 'Nom. /13' 0.00 "f1TI . �.-' nnnn 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 RIGHT QUARTER END PANEL PLAN VIEW — Hood #2 13' 0.00" LONG 5424ND -2— PSP —F NOTE! Additional hanging angles provided for hoods longer than 12 ft. 4,0000 54,0000 rjr/ 23.0000 23.0000 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 12' --1 16" 24.000 48,0" MAX 80.0000 ev. Z.AZ SECTION VIEW — MODEL 5424ND -2 —PSP —F NOM, 104, FF TYP, 000 REVISIONS DESCRIPTION DATE: A A A A 1 c SOUTHERN CALIFORNIA OFFICE 0 0 0 3 d DATE: 12/30/2009 DWG. #: - 1077236 DRAWN AJP SCALE: Not To Scale HOOD CFA SNEET�6� gT� �99qN�y �� `0� K. CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 1 2/1 8/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O -J V M m W wv- w 00 1-0) !Apt( f% V V)� T V y REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A- A- A - C ,4i51- f VE4 IRE 1:,UJC� SHEET NUMBER EXHAUST FAN INFORMATION FAN INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 in w.c, - 14 In, w.c. Natural UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM HP, 0 VOLT FLA WEIGHT (LBS.) NO. WEIGHT (LBS,) NO 1 - Low Fire Start 1 - Manifold Pressure Gauge, -5 to 15" wc 1 NCA16HPFA NCA16HPFA 3 2467 1.625 1352 1.500 3 208 4.7 159,41 2 NCA24HPFA NCA24HPFA 567,57 3575 2,000 1056 3.000 3 208 9,5 236.23 HEATER /MUA FAN INFORMATION FAN INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 in w.c, - 14 In, w.c. Natural 4 UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S.P, RPM H.P. 0 VOLT FLA WEIGHT (LBS,) NO 1 - Low Fire Start 1 - Manifold Pressure Gauge, -5 to 15" wc 3 A1- D.250 -G10 G10 A1-D.250 1974 0.500 1035 1,000 3 208 3.3 567,57 4 A1- D,250 -G10 G10 A1-D.250 2860 0,500 1305 2,000 3 208 6.0 581,57 GAS FIRED MAKE UP AIR UNITS FAN UNIT N❑. INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 3 126036 115953 55 deg F 7 in w.c, - 14 In, w.c. Natural 4 182604 167996 55 deg F 7 in, w,c, - 14 in, w.c. Natural FAN OPTIONS FAN UNIT NO. ❑PTI ❑N (Qty, - Descr,) 1 1 - Grease Box 2 1 - Grease Box 3 1 - Inlet Pressure Gauge, 0 -35" 1 1 - AC Interlock Relay - 24VAC Colt Curb 1 - Low Fire Start 3 1 - Manifold Pressure Gauge, -5 to 15" wc 4 1 - Inlet Pressure Gauge, 0-35' 4 1 - AC Interlock Relay - 24VAC Colt Curb 1 - Low Fire Start 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 31,500 "W x 31.500 "L x 20,000 "H Vented Hinged 3 # 3 2 21.000 "W x 71,000 "L x 12.000 "H YES 4 # 4 Curb 21,000 "W x 71000 "L x 12.000 "H Insulated CURB ASSEMBLIES NO FAN ITEM SIZE 1 # 1 Curb 26.500 "W x 26.500 "L x 20.000 "H Vented Hinged 2 # 2 Curb 31,500 "W x 31.500 "L x 20,000 "H Vented Hinged 3 # 3 Curb 21.000 "W x 71,000 "L x 12.000 "H Insulated 4 # 4 Curb 21,000 "W x 71000 "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 NCA16HPFA - EXHAUST FAN 39 3/8 33 3/4 a 23 1/2 GREASE DRAIN 16 1/2 -- 19 1/2 24 28 39 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN #2 NCA24HPFA - EXHAUST FAN 43 3/8 37 1/2 2 f 23 7/8 26 7/8 28 33 30 5/8 GREASE DRAIN -]\ 53 3/4 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 OPERATION 300 °F (149 °C) - GREASE CLASSIFICATI ❑N 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 ❑PERATI ❑N. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE C❑NDITI ❑N, ❑PTI ❑NS GREASE BOX 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 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 WITH ❑UT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE ❑PERATI ❑N, 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, ❑PTI ❑NS GREASE BOX 26 1/2" 26 1/2" 20" /24 24 — 31 1/2" 31 1/2\ VENTED CURB 20 GAUGE STEEL C❑NSTRUCTI ❑N 3" FLANGE ROOF OPENING DIMENSI ❑NS 20' 28 28 VENTED CURB 20 GAUGE STEEL CONSTRUCTION 3" FLANGE ROOF OPENING DIMENSI ❑NS REVISIONS DESCRIPTION DATE: A A A 1 0 1 c 0 0 0 O O) c 0 S U Q 3 Y DATE: 12 /30/2009 DWG. #: - 1077236 DRAWN AJP SCALE: Not To Scale FAN So) SHEE i f. Pp /TF ik) 6)0 q ;k 0 RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 Q M 00 IX w-me W � I— W Q U � O- cr) T V / ,: r REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A - ®- A - CF4FT I vE4 I SHEET NUMBER LIFTING LUG FAN #3 Al- D.250 -G10 - HEATER 1. 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. C❑ ❑LING INTERLOCK RELAY. 24VAC C ❑IL. 120V CONTACTS. LOCKS OUT 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 C 27 3/8" 3 3/4" EQUIPMENT CURB 21" ROOF OPENING 2' SMALLER THEN CURB DIMENSI ❑N. 5 9/16" CURB OUTER WALL -\ DISCHARGE OPENING 13 1/4" 3 7/8 "i 29 3/4" 1 L 11 1/2" 0— 0 AIRFL ❑W SUPPLY SIDE HEATER INFORMATION+ WINTER TEMPERATURE = 20 °F. TEMP. RISE = 55 °F. OUTPUT BTUs AT ALTITUDE OF 0,0 ft. = 115953 INPUT BTUs AT ALTITUDE OF 0,0 ft. = 126036 FLEX CONDUIT FOR FIELD WIRING 32 1/8' AIRFLOW •�.- SERVICE DISC❑NNECT--4E SWITCH BLOWER /MOTOR ACCESS DOOR 24' SERVICE • CLEARANCE REQ. • 118 5/8" 42 1/8" DIRECT FIRED MODULE 39 9/16" 3/4' NPT g. 7 13/16' 12" CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date 71' LIFTING LUG FAN #4 A1- D.250 -G10 - HEATER 1. 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. C❑ ❑LING INTERLOCK RELAY. 24VAC C ❑IL. 120V CONTACTS, LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 6, LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE M ❑DULATI ❑N CONTROL IS IN A LOW FIRE POSITI ❑N. 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5" DIAMETER, 1/4" THREAD SIZE 0 27 3/8' 3 3/4" EQUIPMENT CURB 21' ROOF OPENING 2' SMALLER THEN CURB DIMENSI ❑N. 5 9/16" CURB OUTER WALL DISCHARGE OPENING 12" • 13 1/4" 3 7/8d 11 1/2" O AIRFL ❑W SUPPLY SIDE HEATER INF ❑RMATI ❑N+ WINTER TEMPERATURE = 20 °F. TEMP. RISE = 55 °F. OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 167996 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 182605 FLEX CONDUIT FOR FIELD WIRING 32 1/8' 118 5/8' 42 1/8' 29 3/4" AIRFLOW rm...SER VICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ. •' DIRECT FIRED MODULE 39 9/16' 3/4" NPT 0 7 13/16' AIRFLOW 12" 7 REVISIONS DESCRIPTION DATE: A 0 A 1 c Q 3 DATE: 12/30/2009 DWG. #: — 1077236 DRAB1N AJP SCALE: Not To Scale FAN RECEIVED CITY OF TIUKWILA APR 1 a 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS L HEALTH DEPT. CORRECTIONS 02/13/10 / - ®- A - A - A - A- A- C�PTIvE..I'°'E r:;UJC; SHEET NUMBER rDirect Fired Heater Wiring DRAWING NUMBER DF1077236 -3 BK BK 0- BK 0-R 10 11 12 13 14 15 16 17 18 19 20 21 22 23 BK Im 10 2 B 5 01 SW 01 _I1 J I 1 L JOB NAME Chow King JOB NUMBER 1077236 208 CB -01 BK(6, -.0BK BK o o BK QTR -01 \ 115 WH Tokyo Tokyo - Tukwila WA ST -01 ❑L -01 L111 T1 oc,T1 L211T2 T2 L311T3 T3 BK BK BK. MT -01 ❑L -01 95kr96 4 13 01 NO BK Co IIOR10 6 NC BK ST -01 A2, . Al GR ImN WH PS -02 BK CJNC OR 0701 TS -03 Mgrig BK OR L RE-10 WH 28 24VAC Coil - Signal From Condenser 'Call For Cooling Interlock' o® RD 102®I (LINE 4) RE -10 ❑ R X1) A0 RD TS -02 C._ NC 70 6 4 OR BK r' V ❑R H S23 S10- 0A GY BK 1015 0 GY 016 @B BR 10170 BK bG • FSC -01 FR -01 c GY 115 WH — TR -02 BR 24 BL TR -03 —L1L2 SPARK PLUG VA -01 WH LOW FIRE START AMPLIFIER BR 115 WH QTR -04 YW 24 BL 0 0 2 3 4 5 6 0 0 0 0 0 VA -02 0 0 0 010 020BK 030 TS -05 RD MA -01 WH® BL YW VA -03 B- DATE 12/30/2009 MODEL A1- D.250 -G10 Installed Options Discharge Temp. Control 24V AC Interlock Relay Component Identification Label Description Location CB -01 Circuit breaker (tamp) [3] FR -01 FSC -01 MA -01 MT -01 DL -01 Flame rod Fireye FSC Modulating amplifier Supply motor Supply motor overload [2][7] 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 Main disconnect switch [2] TR -01 Power transformer(200va13] 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 Inf o Supply HP 1 VOLTS 3 phs 208 V FLA 3,3 CONTACTOR 100- K05D1OM OVERLOAD 193 -KB40 MINIMUM CIRCUIT AMPACITYI 5,28 NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING xE)K TERMINAL 11 PROVIDES COOLING CONNECTION WIRE COLOR YW - YELLOW GR - GREEN BR BROWN GY - GRAY OR - ORANGE PR - PURPLE Installation Wiring JOB NAME Chow King - Tokyo Tokyo - Tukwila W DRAWING NUMBER RP1077236 -3 MODEL A1- D.250 -G10 Installed Options REVISIONS DESCRIPTION DATE: A A 0 0 208/460/600 V 3 PH, Gal -flex conduit (in unit) Gal -flex conduit (in unit) Gal -flex conduit (in unit) Disconnect Switch Factory wiring Disconnect Switch Factory wiring Component Identification Label Description Location Customer supplied wiring from building power or pre wired control panel ( 1°( BK RD GR Customer supplied wiring from building power or pre wired control panel Customer 7— supplied wiring from building power or pre wired control panel RD - RED WH - WHITE PK - PINK Power Connection See above de - tails, •����'�uunnuunmuun■ ■■nw NOTES WIRE COLOR BK - BLACK YW YELLOW BL - BLUE GR - GREEN BR BROWN GY - GRAY DR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE 1 c Tokyo Tokyo Q 3 V W O 0 1 111 2 to DATE: 12/30/2009 DWG. #: -1077236 DRAWN AJP SCALE: Not To Scale FAN T, SHE1 QIi'O fro VO RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 O H 0 O H z 0 Z U Q M N 00 � 00 CO W Z W LIJ F- O) O Z 1.IJQ Nci. I- V I 9ov d. W o N"'• REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A - A - A- A - A - ®- ®- C►APT I VE f IRE 1:)U4 SHEET NUMBER ELECTRICAL PACKAGES NO TAG PACKAGE # L ❑CATI ❑N SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED L ❑CATION QUANTITY TYPE (6 H,P, VOLT FLA 1 31111OFP 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 Supply 3 1,000 208 3,3 2 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 3,000 208 9,5 Supply 3 2,000 208 6,0 ELECTRICAL PREWIRE PACKAGE JOB NAME Chow King - Tokyo Tokyo Tukwila WA DATE 12/30/2009 DRAWING NUMBER 311110FP JOB NUMBER 1077236 DRAWN BY CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 1 3 4 6 7 8 9 10 11 H1 FS -01 TC -01 6 OR Al N1 WH (Fan Switch Shown Installed) ST -1 OL-1 ORA1 A2 96 95 0 TC -01 ,BK 718 1 Amp Max R1 -1 BK NC NO ST -2 OL -2 YW Al A2 96 95 WH WH r c - -- 1 0 TC -01 11, 12 MS -1 NC Jumper C1- a-- NO 13 14 15 LS -01 BIQ,z BR BK WH R1 LIGHT INPUT 120VAC H2 -H5 =LINE, N2 -N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) 16 17 -0 H2O 18 INPUT -- 3 WIRE -- 3 PHASE__ 19 20 21 22 23 24 0B0- BKWH�W�, Jumper 3 ST -1 PHASE OL -1 208V L1 T 1 tiT1 L2 TLT2 '" T�tiT3 3 PHASE 208V ST -2 OL -2 L1 1------00-T1 T1 a N2 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 Al E L 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 ITC —XX TEMPERATURE CONTROLLER PXR4— WAS1 —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 MS -2 BR NC BK NO • -0C26R -0AR2e -0TR20 TR: r Tripped, AR: Armed, C: Common Rx RELAY SOCKET STYLE "CLION" C —RD NO —BL NC -PR NO NC COIL COM 4 z 3 8 7 6 15 MS —x MicroSwitch C —RD NO —BK NC —BR Motor Type PH Volt HP Exh -1 Exh 3 208 1.5 Sup -2 Sup 3 208 1 FLA BREAKER 4.7 15 Amp 3.3 -- 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 REVISIONS DESCRIPTION DATE: A A 1 c Tokyo Tokyo Q) d 0 I- S U 1 DATE: 12/30/2009 DWG. #: - 1077236 DRAWN A J P SCALE: Not To Scale ECP Ali SHEET-0 �;''4, 5 �`n ?4 `0 RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ELD SOUTHCENTER MALL REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 ®- A - ®- A - CAI=tIVEAIRE 1:%1Ja SHEET NUMBER PLUMBING LEGEND PIPING MATERIAL: COPPER TYPE L W SANITARY WASTE W TANK GIN GREASE WASTE - Gv4 - 5D STORM DRAIN - SD - 5.0 SANITARY VENT - - -FV- -- FV FOOT VENT 1 -1/4" D INDIRECT DRAIN D 1 -1/2" GIN DOMESTIC COLD WATER 5.0 2" - - HW DOMESTIC HOT WATER - - - - - HWR DOMESTIC HOT WATER RETURN - - 1/2" G NATURAL GAS G MS -I CD CONDENSATE DRAIN GD I/2" OD OVERFLOW DRAIN OD - - - COTG CLEANOUT TO GRADE 1/2" 1/2" FGO FLOOR CLEANOUT HS -2 --I I NCO WALL CLEANOUT I/2 " SOV SHUT -OFF VALVE Da -:5 FLOOR DRAIN 2" GAS SHUT -OFF VALVE I/2" T,P. ® POC POINT OF CONNECTION WC - I FLOOR SINK PLUMBING FIXTURE DESIGNATION I 2" _ - PLUMBING EQUIPMENT DESIGNATION I I FD FLOOR DRAIN 8 F5 FLOOR SINK ( E ) EXIST'G EXISTNG (N) - NEW ( R ) TI RELOCATE YB YARD BOX ABV ABOVE VGP VITRIFIED CLAY PIPE VTR VENT THRU. ROOF CLG CEILING AP ACCESS PANEL IE INVERT ELEVATION B.G. BELOW GRADE ASO AUTOMATIC SHUT OFF VALVE GPR GAS PRESSURE REGULATOR RPPBP REDUCED PRESS. PRINCIPLE BACKFLOW PREVENTER MG MEDIUM PRESSURE GAS WATER PIPE SIZING SCHEDULE PIPING MATERIAL: COPPER TYPE L PIPE SIZE FIXTURE UNITS PRESS. LOSS P5I /100' TANK VALVE 1/2" 2 - 5.0 5/4" 7 - 5.0 In 18 _ 5.0 1 -1/4" 55 6 5.0 1 -1/2" 6q 21 5.0 2" 247 126 5.0 STAINLESS STEEL 5 2 PREP SINK FS - 1/2" 1/2" PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE TYPE PIPE CONNECTION DESCRIPTION WASTE VENT GW HW INC-I WATER CLOSET (ADA) 4" 2" (/2" - FLOOR MOUNTED, FLUSH TANK 1.6 GPF ELONGATED BOWL, OPEN FRONT SEAT INDIRECT DRAIN LAVATORY (ADA) 2" I. 1/2" I/2" WALL HUNG, PROVIDE POINT OF USE THERMOSTAIG MIXING VALVE TO LIMIT HOT WATER TO 120143F 5 -I 3 COMP. SINK 2" I 2 V2" 1/2" STAINLESS STEEL 5 2 PREP SINK FS - 1/2" 1/2" STAINLESS STEEL MS -I MOP 51NK 2" 1 2 I/2" 1/2° ENAMELED CAST W/ VACUUM BREAKIRON ER ASSEMBLY H5 -I HAND SINK 2" 1 2 11 1/2" 1/2" SW AINLES5USNTEEL HS -2 HAND SINK 2 I 2 n I/2 " 1/2 " - STADROPINLESS IN STEEL HAND SINK FD -I FLOOR DRAIN 2" 1 2 " 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 TRAP PRIMER - - I/2" - PRECISION PLUMBING PRODUCTS WH-I GAS WATER HEATER - - ill TI RHEEM 615 -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 HOT WATER HARD TEMPER, GOLD DRAWN COPPER TUBE TYPE "K° HARD TEMPER, GOLD DRAWN COPPER TUBE TYPE "L" SANITARY WASTE CAST IRON CAST IRON SANITARY VENT 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 4 STATE CODES. 2. COORDINATE ALL WORK WITH ALL OTHER TRADES AND CONTRACTORS. 3. 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. q. HOSE BIBBS SHALL BE PROTECTED BY THE APPROVED VACUUM BREAKERS OR NONREMOVABLE TYPE BACKFLOW PREVENTION DEVICES 4 INSTALLED + 12" ABOVE FINISHED FLOOR OR FINISHED GRADE. 10. GLEANOUTS SHALL BE INSTALLED IN COMPLIANCE WITH SECTION 101 AND 1I1 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 8 OUTLET CONNECTIONS, AND SHALL ALSO HAVE A COMBINATION PRESSURE, TEMPERATURE RELIEF VALVE, WITH DISCHARGE PIPED TO FLOOR SINK. 13. 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 GAS VALVES AND FLEXIBLE CONNECTORS AT EACH GAS APPLIANCE PER CODE. I. NO ABS OR PVC PIPING ALLOWED. 11. ALL SINKS MUST BE EQUIPPED WITH HOT 4 COLD WATER DISPENSED FROM MIXING FAUCETS. I. ALL THREADED WATER OUTLETS SHALL HAVE AN APPROVED VACUUM BREAKER PROPERLY INSTALLED. la. 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 BAGKFLOW 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. 23. 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 HI5 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. 2q. PLUMBING CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OF 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 HIS BID. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE UTILITIES BEFORE STARTING TRENCHING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS 4 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. As %A 4V2:4)V1z(% 444/0 O RECEIVED CITY OF TUKWILA APR 1 3 2010 ERMIT CENTER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 7 1 1 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS A, HEALTH DEPT. CORRECTIONS 02/13/10 / \ - / \ - GENERAL NOTES, LEGENDS AND SCHEDULE SHEET NUMBER DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 3/4 "C. 3/4" 0 0 1-1 4"C11(145) CATO . POT RI 4"G TO TO MAKE -UP AIR UNIT -ON =R,OOF (183 GFH) 1 /2 "G ICE I- I/4 "C11(14.5) I- I/2 "G11(32.5) Fl TYP. \--® P.O.G. 063 FIEL9-VERIE( 1 -1/ " 11(18) EXACT LOCATION 1 "G UP TO IT ON' I- I /4 "GW(1 45 033 /4" 35 43 J4" .5, 2 "G(7?6) INE: 50 -AND ENGY -OFF BFI , IGAL VALVE. I /2 "CH TO SODA REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 /\ - /2 "H TYP. F1 E MAKER KEY NOTES: 01 I "G TO POT RANGE (125 GFH) 02 3/4 "G TO HOT PLATE (56 GFH) 0-1"e TO- BURNER-RANGE- (120 -CFH) 0 1"6 TO FRYER (110 GFH) 05 I -I /4 "G TO FRYER (150 GFH) 0 1 /2 "G TO RICE COOKER (35 GFH) SHEET NUMBER WATER & GAS PL SCALE: 1 /4"= TO COMMON GREASE INTERCEPTOR PROVIDED BY LANDLORD (UNDER SEPARATE PERMIT) TO OTHER TENANT (E)6 "G( PROVIDED BY L P.O.G. FIELD VERIFY EXACT LOCATION (E)4 "S r ---6 "61108) TYP. 6 "6((38) 6 "6((10) 4'611(20) TYP. 1YP. 4 "CD 61-010 (E)4 "S P.O.G. FIELD VERI EXACT LOG 4 "6((16) 064 061 4'6((10 4'611(5) 4L wA ®!ii 025 3 /4 "CD DN TO (/AIR GAP TYP. .„./ m 0 TYR 3 /4 "CD UP TO AG- UNIT -ON ROOF NR TYP. F1 TYP. TYP. TYP. I r-- 1 TYP. 1 RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER WASTE & VENT PLAN,EA,, , E SCALE: 1 /4 " =1 ' -0'pE l AND APPROVAL REQUIRED DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 Lu4s -rE 4 VENT PI-,AN SHEET NUMBER 3 DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A - A - A - A - A - 1=1..U1•1151N1 DETAII.5 SHEET NUMBER / 1/2" 1 -.1 ON SUPPLY TO FREQUENTLY USED F I XTURE TRAP PRIMER VALVE „..../ (IN NALL BEHIND ACCESS PANEL) TOP OF CONCRETE SLAB ,, MAXIMUM OF 4 / _i ri FLOOR DRAIN 4 . . . - - FINISHED FLOOR N I/2" Nr . ,, a . — 4 a cn Lu E. < > NOTE: 5/a"DiA REINFORCING ROD LOCATED EVERY V-0" ON STRAIGHT RUN OF PIPING AND ONE v r -I / FOR EACH FITTING 1111111 III ((3) REINF ORCING RODS FOR UNDERGROUND WASTE PIPING SHALL BE SHOP FABRICATED, CLEANED AND UNDERCOATED. 1/2" SOFT COPPER CONNECT TO FLOOR PROVIDED IN/ 1/2" PRIMER NOTE DRA TAP VALVE AND DISTRIBUTION UNIT PLUMBING PRODUCTS INC. *01 CORROSION RESISTANT BRASS IN/ A COPPER RESERVOIR AND DIAPHRAGM. SANITARY, STORM SEINER AND FOR RODS EXPOSED BELOW CONCRETE FLOOR. SHOP OR FIE.L17 APPLY TWO (2) COATS OF WATER UNDERGROUND PIPING "KOPPERS" BITUMASTIC NO 50 TO TRAP PRIMER BY PRECISION OREGON TRAP PRIMER A PVC. A MINIMUM THICKNESS OF 50 MILS. UNDERGROUND PIPING SUPPORT TRAP PRIMER PIPING DETAIL NOT TO SCALE NOT TO SCALE G WHERE OLE.ANOUT 1 15 CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND ID GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD 0'-` ---jr--- fCOLUMN OR PARTITION AS SHOIAN ON FLOOR PLAN. CLF_ANOUT FACE SHALL BE WITHIN 4n OF WALL SURFACE. PROVIDE PIPE EXTEN- SION IF REWIRED. cc 1111111 ---.1 L) Hil SUPPLY 6 - ■ ■ GM SUPPLY 3/4" 111111 MACHINE SCREW. clililill 4 .• 4 4 . . • . ' - EXPANSION TANK, BY THERM-X-TROL, MODEL 5T-I2. CONCRETE / 'THERMAL FLOOR SUPPORT TANK FROM STRUCTURAL MEMBER 4" FU) E -VENT THRU ROOF SLAB. b PROVIDE ViC0 INHERE SHOWN ON PLAN 4IP -••* WITH APPROVED VENT ap - 0 4 El il 11 UP THERMOMIR ETE 5/4" FT RELIEF VALVE WALL CLEANOUT 0 0---1)A NOT TO SCALE STRAP WATER HEATER TO NALL WITH 1 1/2", 18 GA '.;,,- ., ' ' '1 7 $ ! i , 17 . i i ' 1;:;s: ii' ,.... , ■ , . , s ■ PROVIDE ROUND SECURED TOP WITH "CO" CAST IN WITH VARIATIONS SUITABLE MARKER RECESSED FOR FLOORS). PROVIDE PLASTIC CLEAN THE TOP OF EXPOSED MEMBRANE CLAMP /1,/ fa -/ r4N11.11101, STEEL STRAP ANCHOR TO BLDG STUDS WITH 5/8" LAG SCRBALS. STRAP @ UTERI/3 AND LOWERI/5 OF TANK UNION (TYP) 4 0 D T1 --- LINE SITE SHUT OFF VALVE (TYP) FLOOR WATER % HEATER DRAIN TO SINK OR OUTSIDE OF BUILDING ICKEL BRONZE ADJUSTABLE COVER. PROVIDE CLEANOUT TOP FOR FLOOR COVERING (CARPET TILE, SCORIATED FOR UNFINISHED PLUG IN CAST IRON BODY. FGO AFTER INSTALLATION. FLOOR SLAB ON GRADE - bt, 11 5/8" NUT 4 BOLT WITH WASHER (TYP) GAS PRESSURE \ REGULATOR / . • 4 •" 4 ... • • ■• ■• -DIRT 1.-vvw•El C3-\--_______I AS REWIRED FOR 1111111 DRAIN HOSE BIBB DEPTH OF SEINER ISZO. NO HUB CAST IRON PIPE — GAS COCK LEG A A A 4. 4'46% 199' ‘.#4 BELOW FLOOR -----........ SANITARY OR STORM 1111111 SEWER LINE FLEXIBLE CONNECTOR— 159,0 RECEIVED CITY OF TUKWILA ce) APR 1 3 2010 PERMIT CENTER GAS WATER HEATER DETAIL FLOOR CLEANOUT 0 NOT TO SCALE NOT TO SCALE DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 REVISIONS A HEALTH DEPT. CORRECTIONS 02/13/10 A - A - A - A - A - 1=1..U1•1151N1 DETAII.5 SHEET NUMBER 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE lB ON GRAD (f c= 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 0804.10 Chowking \80410STO.dwg 0 co 0 L CD rn April 08,2010 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 (El FS) (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 NOTE S 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 ASTM A 500, GRADE B Fy 36 KSI FOR PLATES AND ANGLES ASTM A 53, GRADE B. F = 46 KSI FOR STRUCTURAL TUBING FOR PIES ASTM A 325 TYPE 1,5 FORT 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" #6 (E) =9" #5 (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 ICC -ESR -1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILTI SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 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 TO 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" 0.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 0 28 DAY N CONC. CURB AT GROUND FLR. 3000 PSI 0 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 STRENGTH NON AIR 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.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 C 4. OCCUPANCY CATEGORY II 5. DETERMINATION OF WIND LOAD USE METHOD I - SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') Vs = 85 MPH I = 1.0 B. EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR . I e = 1.0 SEISMIC USE GROUP II 2. MAPPED SPECTRAL RESPONSE ACCELERATION Ss = 1.419 Si =0.485 3. SITE CLASS D 4. SPECTRAL RESPONSE COEFFICIENTS 5. SEISMIC DESIGN CATEGORY C. ROOF LIVE LOAD erg pERMIT APk132010 1 V! 25 PSF SNOW- S DS S D, IEWED FOR COMPLIANCE, APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION INCOMPLETE LTR #. I DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 0 c N) Olt 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 n- ® - /\ - ® - GENERAL NOTES SHEET NUMBER 0 co 0804.10 Chowking \80410ST1.dwg O O cn a E a. fit N z (E) #4 © 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. 4' -0" (U.N.O.) NORTH ci CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) REBAR BENT UP EQ. X EQ. 03 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. 11 0 0 /MEIN FAMPATIRM 0 4' -O" (U.N.O.) NORTH s CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 2® FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP ! I II Ii II �I ,1 (E) REBAR BENT UP EQ. EQ. 0 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 1, E -W DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING 02 (N) LENTON LOCK REBAR SPLICING ® (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING 0 (N) 9 1/2" SLAB f'c =4500 PSI N —S DIRECTION BAR CAD C OF SLAB N -S DIRECTION T &B BAR © C OF SLAB INFILL DETAIL 11 0 CHEEP OUT (E) CONC. 16 "x16" ® CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) ® FLOOR SINK SEE PLUMBING & ARCH'L. DWG. ® ADD 4 — #5 x3' -0" TOP E.W. ® (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI ® (N) #5 x 13,1 DOWEL V_9" 16 "x16" MAX. • d d 3'- 6 "x3' -6" FOR:12 "SQ. & 7" DIA. O SEE ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1/4"x25GA. ©8" O.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3/—. 0 PL.4"WIDEx12 "LONGx20GA. ® (E) CONC. SLAB ® (N) 6" CONC. CURB SEE ARCH'L. ® 10 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 WATER HEATER CONTROL WATER TIGHT PAN PER ARCH'L " (N) #4 DOWELS x 8 ® EA. CORNER (N) #4 REBAR CONT. NOTE: USE SIMPSON 'SET —XP' EPDXY TO CONCRETE (ESR- 2508) SPECIAL INSPECTION REQUIRED TYP FLOOR SINK CONC. CHEEP OUT WATER HEATER PLATFORM DETAIL O 2 -3 5/8 "x1 1/4 "x25GA. ©8" O.C. W / #8 SCREWS 09" O.C. WHERE WATER HEATER OCCURS. ® PL.4 "WIDEx12 "LONGx2OGA. W/2 — #8 SCREWS TO STUD (8 SCREWS TOTAL) ® 1/4"0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP DETAIL O1 X —RAY TO FIND (E) REBAR ® 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. —Tit-VIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION APR 13 2010 PERMIT C CONC. CHEEP OUT DETAIL FOR NEW 3" DIA. FLOOR DRAIN DATE: 1 2/1 8/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 (0 0 Ld ICJ 0 0 z 0 0 ANF & ASSOCIAT Cou,manR Shoe 6- 0 62C)448 •R182 1109 •r�:vw:�u�: I CERTIFY M WE, E, AR '. CT U 'ER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION. DATE: 1 -19 -2011 REVISIONS DET4 1 1.6 SHEET NUMBER ANF J: \10804 \10804.10 Chowking \80410ST2.dwg cn E co April 08,2010 BM. OR TRUSS SUPPORT (MAX. 8' -0" O.c.) B C6x8.2 4 "x4 "x1 /4" PL. TYP /1 6 "..<TYP V OPENING C6x8.2 OPENING WIDTH SUPPORT UP TO 2' —O" L2x2x 1 /4 2' -1" TO 4' -0" L3x3x1/4 4' -0" TO 6' -0" L4x4x1/4 C6x8.2 6'-1" TO 8' -0" OVER 8' -0" SEE PLAN (N) PL. 1 OGA. PL. x4" LONG ® 1 2" O.C. AT OPEN'G. (E) ROOF PL WIDE DECK B —B NOTE: 1. VERIFY THE SIZE AND LOCATION OF OPENINGS MECHANICAL MANUFACTURER AND MECHANICAL 2. PROVIDE 5/8" DIA. PUDDLE WELD ® 12" O.C. DECK TO STEEL SUPPORT OPEN'G, WITH CONTRACTOR FOR (E) 0 MECH UNIT SEE MECHANICAL PLANS. 22 MECHANICAL UNIT MOUNTING BRACKET BY MANUF. 0 HILTI KWIK —PRO 1/4 "0 SELF TAPPING SCREW CO 24" O.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. AT JOISTS ® TS4x4x3/4" FRAME ALL AROUND ® (E) METAL DECK'G SEE PLAN ®7 (E) MTL. JOISTS SEE PLAN TYP. STL. DEC09K 09 OPEN'G FRAMING .DWG MECH. UNIT PLATFORM DETAIL O MECH. UNIT SEE MECHANICAL PLANS 22 MECH. UNIT MOUNTING BRACKET BY MANUF. ® HILTI KWIK PRO1 /4 "0 SELF TAPPING SCREW CO 24" O.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. TYP 0 TS4x4xY4" FRAME WELD ALL ENDS ® (E) METAL DECK'G SEE PLAN 07 (E) MTL. JOISTS SEE PLAN ** 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: . FOR ADDITIONAL INFORMATION SEE ARCH'L. & MECHANICAL DRAWINGS. FOR ROOF CONN. USE DETAIL SEE 4/ -, & 8/— TYP. MECH. UNIT PLATFORM DETAIL TYP HOOD CONN. DET. I 11 O (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN 30 1/2"95 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. ® (N) P1001 UNISTRUT CHANNEL SEE PLAN 0 FOR HOOD CONNECTION TYP. SEE DET. 2/— © KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. O 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP ® CL'G. LINE FOR FINISH SEE ARCH'L. 0 TYP CLAMP PER UNISTRUT MFG. L ®1 (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN 03 1/2 "0 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. 0 FOR HOOD CONNECTION TYP. SEE DET. 2/ ® KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. ® 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP 07 CL'G. LINE FOR FINISH SEE ARCH'L. ® (E) STEEL BEAM SEE PLAN ED FOR OMPLIANCE PPROVED MAY 202010 City of Tukwila BUILDING DIVISION CITY ArdW132010 PERMIT C HOOD DETAIL AT ROOF HOOD DETAIL TO STL BEAM AT ROOF DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 LO N 0 F- ci 1 z 10 co • 1 CD z w o w 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 A- A- A- A- A- DETAILS SHEET NUMBER 0 0 CO 0 L IMIE.RaFTOR OR.12 53 TO armn. TENANT 5' 24'-0" 54 24'-0" 55 7,-4" 16'-8" 56 15'-0" 9' -0" F:n7.1:17Z) ST1 TYP ,..... -. ": .3,, 1"33 .33 4, P VVIR a9 11 , 16 ST1) ST1 4'-0" :14;•..5-1 '3: 3 TYP J 7 G= C.) 0 co ;E) #6xDOWELS ©9 "O.C. TOP (E)# xDOWELS ©1 8"0.C. TOP es" 1-ryP • 1 4'-0" '....'"•••"141C,T2 0 • 4 0 ® TYP /.••• I:)N • NAIR 5/4t.0 ):F"-C # 6x2 9 –01G. (E) 9 1/2" STRUCTURAL SLAB W/ #6 © 18" O.C. EA. WAY BOTTOM ©9' (E)6_x21 '- 0 "LG.. 0.C. BOT. / Uf:'• TO AO UN 01'.1 RX,F"'• —1 / (E)#6x 20' - o" "O.C.c, TOP :1 11 6 ST1 i ST1 4'-0" 4'-0" 0 0 co 0 (NI I I 1 11 I 0 v"="="3":'•.:3r= (,=51 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 0 2010 City of Tukwila BUILDING DIVISION 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. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL/STR ENGINEER. ary APR 1 3 2010 PERMIT CE FOUNDATION PLAN SCALE 1 /4' 1 NOTES DATE: 12/18/09 JOB NO: 09-080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 > < 0‘3 0 c\1 > n -== 0 (3 [1—‹ D 0 Li < cD zV) 1— 0 LL Z I LIJ (f) 0 V) V) I CER WY TETX THE.SL UOLUMLN J 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 POUNDAT1ON PN SHEET NUMBER 53 24' -0" 24' -0" 7' -4" 16' -8" 15' -0" 9' -0" O LU r • h- O m 0 W U O m 00 W U (E)16H5 STL. JOIST @ 6'- W 0 w (E)16H5 STL. 0 HOOD SUPPORT SEE DET. (E)16H5 STL. JOIST (E)10B11.5 E•• W2.1-x5 TYP (E)16H5 STL. JOIST WT= 236# E)1 6H5 STL. JOIST O 0 M CO LiJ 0 (E)14B22 0 (n 0 (E)16H5 STL. (n 0 (E)16H5 STL. (N) P1001 UNISTRUT TIT (E)16H5 STL. JOIST (N) TS4x4x1 /4 CONT. (E)16B26 J (NI) TS4x4 TYP x1/4 CONT. I— (f) 0 uJ (E)16H5 STL. JOIST @ H 0 0 U 1— (n 0 J 1- W O (N) TS4$4x 1 /4 TYP (E) L6x3 1/2x1/4 '(E),' OPEN'G. (n 0 (E)L6x3 1/2x1/4 } ./ (N) TS9x4x1 CONT 58# I HOOD SUPPORT (~n SEE DET. 8 o TYP (E)16H5 STL I— 0 J (n w • Ap OCI ,1 HOOD WT= 603# JOIST @6' -C - (N) P1001 UNISTRUT TYP (N) P1001 UNISTRUT TYP �� r P CO ROOF IN OPEN'G. 582# W (N) TS4Jx4x1 /4 CONT, (N) P1001 U. IISTRUT 1- 8 I° (N) P1001 UNISTRUT HOOD WT =519 (N) P1C 1• E)1 C9f26 # If I` II 01 UNISTRUT (N) P1001 (■IISTRUT N) P1001 UNISTRUT (E) L6x3 1/2x1/4 E. (.) OPEN'. v; (E) L6x3 1/2x1/4 1-- (n 0 (E)16H5 STL. 4B22 BEL. O 00 W w CO CO w (E)14B22 BEL. TYP JOIST @6'- 0 "O.C. 0) d- N w JOIST @6' -0 "0 JOIST @6'- 0 "O.C. J 1--- (n 0) N w 24LH STL. JOIST @6'- JOIST @6'- 0) W fi 24x68 JOIST @6'- 0 "O.C. (E)24LH STL. EAW224x7 °6 JOIST @6'- (E)24LH STL. JOIST @6' -0 (E)24LH STL. JOIST @6' -0 "0 JOIST @6'- 0 "O.C. _1 H- u) 07 N TILT 10 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 202010 City of Tukwila BUILDING DIVISION ROOF FRAMING PLAN SCALE 1/4" l' DATE: 12/18/09 JOB NO: 09 -080 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 *0) (0) u il CD 0 � J L�J 0 ANF & Co..uuing 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- A- A- ®- R®® AM I SHEET NUMBER