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HomeMy WebLinkAboutPermit D07-258 - WESTFIELD SOUTHCENTER MALL - AMC THEATERS - TENANT IMPROVEMENTAMC THEATERS 3600 SOUTHCENTER MALL D07 -258 City.df Tukwila Parcel No.: 2623049023 Address: 3600 SOUTHCENTER MALL TUKW Suite No: 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 Tenant: Name: AMC THEATER Address: 3600 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: KEVIN TROUTMAN Address: 2575 S SAN JACINTO AV , SAN JACINTO CA 92583 Phone: 951- 925 -2504 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040 -9004 Phone: 206 - 621 -8884 Contractor License No: BAYLECG034JC doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 258 Issue Date: 11/14/2007 Permit Expires On: 05/12/2008 Expiration Date: 12/31/2007 DESCRIPTION OF WORK: TENANT IMPROVEMENT - WITH METAL STUD FRAMING, STRUCTURAL STEEL STADIUM SEATING, NEW CONCESSION AREA ALL RESULTING IN A NEW 16 -PLEX THEATRE. Value of Construction: 5,434,531.00 Fees Collected: $40,016.14 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: U -B Occupancy per IBC: D07 -258 Printed: 11 -14 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC-10 /06 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. _I am autho to sign and ob this development permit. Signature: _ --- — — 11111r _.....r-ar Date: //// Print Name: _ / ; /✓ ,,/,'._.5- f/1 _S 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. Permit Number: D07 - 258 Issue Date: 11/14/2007 Permit Expires On: 05/12/2008 Date: 11 D07 -258 Printed: 11 -14 -2007 City of Tukwila Parcel No.: 2623049023 Address: 3600 SOUTHCENTER MALL TUKW Suite No: Tenant: AMC THEATER 1: ** *FIRE DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 258 Status: ISSUED Applied Date: 07/12/2007 Issue Date: 11/14/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 4: 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) 5: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) 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) 6: 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) 7: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 8: 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) 9: 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) 10: 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) doc: Cond -10/06 D07 -258 Printed: 11 -14 -2007 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 11: 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. 12: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 13: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 14: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 15: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 16: 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) 17: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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) 23: 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. (IF'C 1006.1, 1006.2, 1006.3) 24: 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) doc: Cond -10/06 D07 -258 Printed: 11 -14 -2007 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 25: 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) 26: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 27: 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) 28: 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) 29: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 30: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 31: U.L. central station supervision is required. (City Ordinance #2050) 32: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 33: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir allowed. (City Ordinance #2050) 34: 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) 35: 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. 36: An emergency voice /alarm communication system is required for this project. 37: An alarm condition will cause the movies to stop playing and the house lights to turn on. 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: 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) 40: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 41: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 42: 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 doc: Cond -10/06 D07 -258 Printed: 11 -14 -2007 104.2) 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 43: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 46: 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. 47: 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) 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 81: ** *BUILDING DEPARTMENT CONDITIONS * ** 52: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 53: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 54: 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. 55: The special inspections and verifications for concrete construction shall be required. 56: 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. 57: 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. 58: 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. 59: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design doc: Cond -10/06 D07 -258 Printed: 11 -14 -2007 requirements of ASCE 7. 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 60: 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. 61: 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, N, 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. 62: 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. 63: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 64: 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. 65: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 66: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 67: 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. 68: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 69: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431- 3670). 70: 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. doc: Cond -10/06 * *continued on nest page ** 007 -258 Printed: 11 -14 -2007 Signature: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: � . ` !(/1l t/ S Date: doc: Cond -10/06 D07 -258 Printed: 11 -14 -2007 SITE LOCATION / �, /� �+ c-� King Co Assessor's Tax No.: Site Address: 101/� /rl' JC�uniceaTert A0- .XWAN/ Tenant Name: A MC- R E19t -'T -j-4.4C• Property Owners Name: KI ebTF t CLO tr.p0 24,7100 . K .. 1%1 C.• Mailing Address: 114 Wit -S,4 ieze BouLavvva.v. tV''N , tos IINSELe C 4 - 900 95 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: L�Y /M j 12.0UTAI1 Mailing Address: Z7. S. SAN Jr1 Gt n/fo Ave • E -Mail Address: KJ RoUTMt4N, e- SW IN G . GoM GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ST K A RcH ITeCrUQE /I+1 C• Mailing Address: 95 75 s • S4N iACtA TD AVE - Contact Person: Tti C�t1■ TR,OclrfAii$ . E -Mail Address: K T ROtl1"M A'i-{ e. S1) NG . C.OM ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvvywci.tukwila.lia.us QMpplications\Forns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Dot 2- Mechanical Permit No. I" 1 01' I, SO Plumbing/Gas Permit No. &pi-' IS Public Works Permit No. Project No. 1 (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 ** Contact Person: A LL6G' CYAN S E -Mail Address: ALMA. gel- ENG,GoY Suite Number: — New Tenant: 65 &'4W -cox Floor: M ....Yes ❑..No Day Telephone(w) 9 ?s - ? 504 SAS. 3pic.tivre 64. 9?S3 City State Zip Fax Number: ( 907s- C a yy State Zip 54,vJAu,vro £ c 9.2s City tale Zip Day Telephone: ( / g.S — 9504 Fax Number: (96 7?S O /'/ HEN OERSoh l tNGiNEERC, „•N G• Sias LENEXA DR ■ve , Sulu 400 LE„ax4 KS. "M City Sta Zip Day Telephone: ( - I � ) JO 7 ' 530 C) Fax Number: C (13) 30 - S O O Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 6 ?3' f 63 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): Jj41Vr 1. I vivott&MAVr I> $1 l rti /1 e7J L S7uo FRAm+ty Gle"t SST 56 , IEta CC•vc,a?SS /or. 44,(311 4ti Res,,:Jm k 14 etu I H At.E>< - 11-1eAr r 1nl,Ttt IN Soa to Will there be new rack storage? ❑ Yes X .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Ie Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tg No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWorms-Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor -k ("�C3�/1l'11NC V. ,( 0I '7 -�+ Q 4,Q, lk� 4 "f " A 1 r Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 6 ?3' f 63 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): Jj41Vr 1. I vivott&MAVr I> $1 l rti /1 e7J L S7uo FRAm+ty Gle"t SST 56 , IEta CC•vc,a?SS /or. 44,(311 4ti Res,,:Jm k 14 etu I H At.E>< - 11-1eAr r 1nl,Ttt IN Soa to Will there be new rack storage? ❑ Yes X .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Ie Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tg No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWorms-Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM ^_ 4 Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU -- Evaporator Cooler — Diffuser 339 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / J Thermostat S � 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater � ' Ventilation System 1/ 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 V.lV /FP(3 J r- '( Air Handling Unit <10,000 CFM -- Incinerator – Comm/Ind _ MECHANICAL PERMIT INFORMATION - 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): $ 9g, 00 0 Scope e Work (please provide detailed information): t`ooF UN S y$TEM W.nit V4 -1 FP3'S c/5 'sr SysrEm And) S iva, a p LIT y5 TcEPr Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas..... Other: Indicate type of mechanical work being installed and the quantity below: Q: ApplicationsWonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) / _ (O Wash fountain — Gas piping outlets ,s Bidet –. Food -waste grinder, commercial Receptor, indirect waste / 7 Clothes washer, domestic -� Floor drain / it Sinks # Dental unit, cuspidor ^ Shower, single head trap — Urinals /7 Dishwasher, domestic, with independent drain . Lavatory 97 v Water Closet 46 Building sewer or trailer park sewer N //4 Rain water system – per drain (inside building) / t'1�4 Water heater and/or vent Additional medical gas inlets/outlets – six or more ,--- Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping _ Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ L ig 2 / 9P0 Valuation of Gas Piping work (contractor's bid price): $ // 75" D o Scope of Work (please provide detailed information): !"1O T Goc - AA/ 0 Wog tJt)trq PET 7)2A/ Atvv7 VEltir /4,v, CoNG� /on! , • II. -..• 1 Building Use (per Int'l Building Code): u !+j 1 j fl $,ma 1 1 i ev e • Occupancy (per Int'l Building Code): A 1 Utility Purveyor: Water: LANhLG1 Q:Upplications\Fotms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: 44,4/04.02 t, Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 BUILDING 0 Signature: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: Mailing Address: 'Y �y, 1 ircio Ai to , State . .12 t � 'S? City Date Application Accepted: 'l - (2 -o1 Date Application Expires: I -t2 -Ob Staff Itie C i M Y Q:\Applications\Forms- Applications On Line' -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 7/9 /07 Day Telephone: qs i °(7, 5" 7-, 5-z1- Page 6 of 6 Receipt No.: R07 -02496 Payee: BAYLEY CONSTRUCTION ACCOUNT ITEM LIST: Description 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.: 2623049023 Permit Number: D07 -258 Address: 3600 SOUTHCENTER MALL TUB:W Status: APPROVED Suite No: Applied Date: 07/12/2007 Applicant: AMC THEATER Issue Date: Initials: WER Payment Date: 11/14/2007 01:26 PM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 659646 15,766.66 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 15,762.16 4.50 Total: $15,766.66 Payment Amount: $15,766.66 4965 11/14 9710 TOTAL 15766.66 dnrr RAr.Pint -OR Printprt. 11 -14 -21107 Receipt No.: R07 - 01362 Payee: AMC MULTI- CINEMA INC ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 RECEIPT Parcel No.: 2623049023 Permit Number: D07 -258 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 07/12/2007 Applicant: AMC THEATER Issue Date: - Initials: BLH Payment Date: 07/12/2007 09:32 AM User ID: ADMIN Balance: $15,766.66 TRANSACTION LIST: Type Method Description Amount Payment Check 319655 24,249.48 Account Code Current Pmts 8,487.32 15,762.16 Total: $24,249.48 Payment Amount: 524, 249.48 • - , . �h asN. •- 0261 07/13 9710 TOTAL 24249.48 doc: Receiot -06 Printed: 07 -12 -2007 Project: AmC 't"NfA Type of Inspection: i N.1 poi L- Address: 3 (00 0 In 6-tk Date Called: t-,.. Special Instructions: Date 1 nte I L _ .m. rn. Requester: Phone No: . 130 1)67 zs 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 - 6 '® Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Y Avv\Q( F,Nva-` C PPRbu b I Dat, 2L,' O $ • ' ' 0 REINSPECTION Fib REQ1.11 fED. Prior to inspection, fee must be p. d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: Ali.. i,9/ /9?i7i? p 6 E lv4 // .Skw /h /n/f - OC r, Pi- 7 f /2 .e? al /rt/!o - (o P/ . _.7- - �'v» - ?c am (4) & L '9Z -/A/C, -- Fo rri PP 7 J s/W(AL - eeNC'icrE Ponr06ET7 Sc° `/nl4 /Le /7 Jo .r) /4.eiz Aeekr0?le-/ /1/19- 2 /NV2 i'1 i / /d - / � &I c 4PPRo✓ed57'kJ'0 10 Wis-111e /d (/ol2&*' of—She // Fl q / /gAx/ AS For/ ws C. (IA Third floor P4rkivy1roc1 /y dv r L2,4-I;- /cc /ShvwJ:v . 7 4-vv 1 7 - /7-O Project: /9/ TP91 Type of Inspection: ' r Address: 36 .00 rf /( Date Called: Special Instructions: Date Wanted: [ � Lim__ 7 / - ca p.m. Requester: Phone No: ,20‘ 665& 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 12T Approved per applicable codes. Corrections required prior to approval. bo7 -2 s8 Date: 7 0 REINSPECTION EE R UIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 0 COMMENTS: '1 Z ci f „, Zfeci 7_) (a) ,oR T' L 77 fg h -/IA/ v t 7- / FD -O 3 A.h v 72S-(/A 41,70 6 , 0, 4.) Sft- ti-J45 /c(f l riV CVA ie'c 8 -Ge Q> /7 L mi. 1U 6 ,leerE £ S /e .-! N i V c1 he fril.vn�-/rti :✓ '4 '5 /// iirnr5 , 6 Lj(/l5 7: r /C(¢tjn 1 c S jAk . NOT : 7 is - TO lJ /S (7aiVe !i, 2)Aii / /IAA/ n4y he rradkk.i.) /G ,ci S , (tci / ,), r,o.t/S A2 E A/dr ,194i,VT4J'A1 Phone No: (2 a6 S/o -4458 Project: 11 �C 7 -4 {, 4, Type of Inspection: ` F/ ' ' l Addr ss: 360D r1/.9 // Date Called: Special Instructions: Date Wanted: a.m. 7 40 - & p.m. Requester: Phone No: (2 a6 S/o -4458 / 29 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 18188 (206)431 -3670 Approved per applicable codes. 2 El Corrections required prior to'approval. !Receipt No.: 'Date: D07- 256 60.00 REINSPECT ION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. COMMENTS: e4 41 ( 124. - 9 >5 Lis f ftoo, 12% i(4. -•. D-( h% is 11' ►,/ A 115 - o•, i3,i'A 5 45 Address: 3600 tint( 6 11 7,9(t14 (-,•{jS(- c %Ss A 4 /3 Special Instructions: -- Date Wanted: 7 —ly —stl a.m. Requester: 1 v; r Phone No: Project: /ric Tkt .44, Type of Inspection: 4 94/ e(t /ts Address: 3600 tint( Date Called: Special Instructions: -- Date Wanted: 7 —ly —stl a.m. Requester: 1 v; r Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Q Corrections required prior to approval. 1 mns Pecto _ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I Date: 7—fLt °e9 PERMIT NO. 12 (206)431 -3670 'Receipt No.: 'Date: COMMENTS: L\‘,..•cc Ir,, ').r■ \r) r .'L__. ,N.41,_ 5 c. c e.,. 14 x \.k -... .0 \\ \\- t C \3 & '1 ..)r �i.) �'∎� C \J JJ\ ' \ --2- l '•\Or\ rc ‘L7J� '-.0 \l"\ ` 'C )r\ \,"\ r< \i )■Nk4- \- � .‘\ C1C-. 1\M - \G. Date Wanted: 1 R..\°, Ve- �.�.c \ •Gv\ e.... \-f•A 4- CV \.n a %) Q \ \ C � tL � CA,A.C' , _ v5i -t. Requester: Project: ....- ccNtA 4— Type of Inspection: 4"irS∎CC..\ \S Addre s: < C`_E' NCO. \\ Date Calle : - Special Instructions: Date Wanted: ‘ O . CA a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ' (Date `c.. 9 ^ �.J 1, El QU $60.00 REINSPECTION FEE REIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: PI C_ tt,e -d ,- Type of Inspection: F .1 I Address: 3&D M41 Date Called: Special Instructions: Date Wanted: 7-11 -off a.m. Requester: KGvi ' Phone No: 20G5 l45 Ia7 fl Approved per applicable codes. I lnspecto�_ --,..,. Vilio n07-G2SS 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 El Corrections required prior to approval. COMMENTS: P.A. Ok 'to Sfock /51 -IFF (Date: 7 fr o El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: Ater e T4 {ems Type of Inspection: 5, „,`/...- Date Called: Address: 3600 ry' I r Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: fz� Po7- 251C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: viref • ro t 'Inspector: 'Date: El $46.04 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 40/1e._ i h0A -ier� Type f Inspection: � &1 ii< Address: 3 CrO0 yh ( ( Date Called: --- Special Instructions: Date Wanted: ---7 — I O —.O5 as m� pa rr Requester: Phone No: a.U(- zg2.-I `( 12Ce D07 2,56 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Not gth y Nit/ 5e,'a r , < 1/,(/5 f(r5 A 1 �, Inspector: 'Date: 'Receipt No.: 'Date: Project: _ ,Ile /f/ /E�j Type nspection: 2 /5AvAie r0 (? N Address: 3660 m4 /( Date Called: Special Instructions: Date Wanted: . - Q p.m. Requester: f 2� INSPECTION RECORD Retain a copy with permit . 0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: p p Ir � flNlY R/. - ra' t, ..'$ r 1.X oFF« (inspector: Late: 7. _ El $60.00 REIN TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: l��\\k .J \ C) • LL • xM9i g Ces 4 ll)&\\C:c.V - Z Cj . `t- . �\,\\Cc >c \.�4 - 3 c'� *'C_ . •� es, .�c t 0 " L. ` ( . \C . .)c\ A.c)c IJA .6 C) \L . NucSo rir t o ie. C Cl. \ 1 . ,y\kheI004 7 0.\C , t >Z1\ - c'r vk IC n .+-• P.k.)ds, \CNC 1J °) c1) - \L l ? c � e z , . ) . . 1 - ) \ ( _ - c \cr a\ kh �S l' c- �cAs,k„ k, \\ t' \oc c \'1 - 1 15i Proje ` kt \ C- T\n -'\4.. Type o Inspection: \ AV,A�c CA. \ \S Address: ` ..x,Cab C.A\ Date Called: Special Instructions: Date Wanted:. 25 ' CA a.m. Requester:: 4\A. Phone No: 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 El Approved per applicable codes. El Corrections required prior to approval. 1 Inspectori NJ , ^ 1Date: % Oit El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: T» - 47PrS Type of nspection: _ 5 1,CS4.✓, 1 a'�iiiv� A r si d�r ss '()° /114/( ��CJ Dat e Called: Special Instructions: Da �tJ d R equester: P m Phone No: 0 2v6 - 2 KZ /5 DO 7 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tie- - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: P A rfh irk ( (rfC (7r., //1 'Inspector: �---- ❑ $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 Corrections required prior to approval. I Date: 7—k- ..�i•. -" Y.,.Y+d v�tt�y{�v l"� _ _ m e __ems Project: Aft G TIuA fit.— Type of Inspection: 50Prhha e'.,11 45 Address: '6 ✓O Ng /l Date Called: -- Special Instructions: Date Wanted: r a.m �. Requester: icek; ex Phone No: i 2 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: l zi 1 'K elist- C•oonvie on c-t4 ('r'I 614 o 'Date: .7 ❑ $60.00 REI1�(SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Inspector: Receipt No.: 'Date: COMMENTS: e 1-91./ 5e-ye../re/ C� /k., & Cd,fSei r'.9hj .r irti PI It ' Date Called: Special Instructions: Date Wanted: eo n 7-3—c ff p.m. Requester: / WA 4_ Phone No: 2126 a i-ca 1sy5 Pro'ect Type of Inspection: Address: o mod' Date Called: Special Instructions: Date Wanted: eo n 7-3—c ff p.m. Requester: / WA 4_ Phone No: 2126 a i-ca 1sy5 i aa 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 a Approved per applicable codes. Corrections required prior to approval. Inspector: El $60.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 'Date: per -a 5 2-3 ' Project: �rYIG Type of Inspection: nspec 5tt y !., (/. Address &00 47!El Date Called: Special Instructions: Date Wanted: 7// /D K a Requester: Phone No: . e a 4 472 75 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 -360 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: � a / I Lk,- ear aid 0 ' /5 (o, - /If f Date:2 6 r0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 'Receipt No.: IDate: Do7- 2s' COMMENTS: eA Type of Inspection: ' '. J(/JJ rCI� del t ty 5e.y- 1dtI i7.3:4 a c,„ xs - G ! - 0 .4 0 F W6* ,,.., r -..5 Akid 1 roof' k . Ttt!v,k ar CO375e5S.• - 4.03? p.m. Requester: Phone No: _ Project: / A I'ic th iH I { e' Type of Inspection: ' '. J(/JJ rCI� del t ty Address: 3 6 op ( T I1 Date Called: Special Instructions: Date Wanted: G 33- Sir - 4.03? p.m. Requester: Phone No: _ 12 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 -3 7 El Approved per applicable codes. Corrections required prior to approval. 'Date: ❑ $60.00 REIN PSPS ECTION FEE REQUIRED. Prior to- inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Inspector: 'Receipt No.: 'Date: I COMMENTS: I ., N ViSf- C,f(Td >c H.) —3.H5 Type of Inspection: S245:fr.14(ie( Date Called: r o4- /j/ c ,,,4+ .,f5 1{slti1,r . # .... ff 1 ( r`, 7 It ✓? roreo( if 9"1 14.4 , �{' -ft> ' biz- -( Aka ill Id i . / • f h A N , ` I v f / ) ( ‚ t 4 ' ' Special Instructions: ilY t (1f. %.) rr.i,11,j411 o 13 r I u NG rvh,,, 1 1)e.-- ltt�o -,d ,/ F els -r> ` tly,�r �a, ahtf rum L,, k, .,n 4 ,,,,,c f it r -d[,. a 1 r Phone No: 2 c -.z/Z -/s Project: 4 / n d 7 / / ? ? " c Type of Inspection: S245:fr.14(ie( Date Called: 7 /A; i Address: _3 600 A /( Special Instructions: Date Wanted: Si - / 7 -oe `per Requester: Phone No: 2 c -.z/Z -/s I1 DO7 -Zse. 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 El Approved per applicable codes. Corrections required prior to approval. 'Inspector: El S60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ■ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: (Date: �`�� COMMENTS: 1,11. er. l: -, Erg.. - ;,-, £ .G5-- k/I G,S- /7 I 15 A 3/Z Address: 30 /Ill c er,,rffi1 ( ?. ` I.' 1 7 c..... -. G # lr / / :kic rc, r tot•c rrr f rT SAS Special Instructions: Date Wanted: a.m. Ada- Requester: Phone No: 2oli i2) 391 wtsf s,Pa r'S A 3/ I Project: ArIC T'1 I« Type of Inspection: (.A1,1 , Address: 30 /Ill Date Called: Special Instructions: Date Wanted: a.m. Ada- Requester: Phone No: 2oli i2) 391 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12 '` . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Ins , I Date: . q 4 - ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: ex Type of Inspection: c +A IN) C. ... 13,X ver 'c te (f(4 Date Called: Special Instructions: Date Wanted: a.m Requester: il Phone No: -2{ Z - I 5(-6 A 72- A3if ....„ Project: PftW 74e/t Pc, Type of Inspection: c +A IN) C. Address: 3600 rvt A / Date Called: Special Instructions: Date Wanted: a.m Requester: Phone No: -2{ Z - I 5(-6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1Z. 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. !Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 'Date: COMMENTS: Pa. Type of Inspection: Address: 74,oa soic4iceu.49- �rr'1f :.7 / ESf (-7"c4 0 Special Instructions: Date Wanted: i �a.ny S7..23h � P.m. Requester: Phone No: 2d, 24/2 /5 SG /7c n 4✓( el,(1 , n4, t ✓t f1-6 - /1! 1, V1 7, 6141 Akel GX. Ca rriV Project: 441c Type of Inspection: Address: 74,oa soic4iceu.49- Date Called: Special Instructions: Date Wanted: i �a.ny S7..23h � P.m. Requester: Phone No: 2d, 24/2 /5 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. 0 Corrections required prior to approval. (Inspector: 'Date: J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: r4 . / 5` dila re.q.., 0 �'rS'ci+.! -e i.Grt ( a hi/ i1 /(4') /1,-.• 1 ,, / Fr, OF ‘4.-1..- f f. co.-. -- gf tawt- `/t, t' Special Instructions: Date Wanted: a : m .3— 22 ` 0 m. Requester: — 2 2 l 5 - ( 4 2 isq °5 Protn -The' 2- ` ATIT Type V'f�f C6,f;i Address: g ( Iv) A- l \ Date Called: 4 Special Instructions: Date Wanted: a : m .3— 22 ` 0 m. Requester: — 2 2 l 5 - ( 4 2 isq °5 115 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Q Corrections required prior to approval. 'Inspector: (Date: 5 22 �t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: / /ap Cotr, . Pfe)ftN. L Ce4-lf- 1,430 1 3(`( Address: . ?t1) , i '9// v' (i Fr -64-. f. - f I- Sly fi•^;19 f,., 7 (2.--, , n // G�c ( r.0 0,10,4,C Poor. /L�fs� Are c t,,r /1 O, 2.22 P kk :4, robat-n Mo9� fiL * Scri.:t.5 4vortAi ,, 22 1 Date Wanted: l'ii`'t row- ,--, A,1 or 6~- e5,,'v.ss j A312 50( 4 # t tjs4r, %4G /3 'a F /poi rle,,,Pe- pet 3a r7v , Project.. / 7(' 7 kk, ype of Inspection: S2d •/114 (A/ / Address: . ?t1) , i '9// Date Called: Special Instructions: Date Wanted: n- 2_6 rae p.m. Requester: Phone No: _.7i7 2 92- 1 -5'" 2- 15 - /PI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit did 7---25f PERMIT NO. (206)431 -3670 Date: • Pro�eecct: M� 7.--/-e Type � o + f Inspection: A•-" —3 .' s: _ d // Date Called: Special Instructions: Date Wanted: it-M:. - "e,e p.m. Requester: Phone No -- z 4/2 —/S e-/5 INSPECTI9N RECORD Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Inspector: • 1)7Z5P El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: im J`brr�lS h rr/l- l S ') 0 ,, /2 /Hii_s AY2 i A311 Date: — ( "" El $58.00'IEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: !2 Project: 4 / e 7 1/fAel TIP Type of Inspection: ---524.5 AZ (/L/' Address: 3A00 7w /124 Date Called: ■ - / / , Special Instructions: Date Wanted: j f Requester: Phone No: _206-25/2 -45 /la PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. El Approved per applicable codes. COMMENTS: flgjafde" I aki 'Inspect° INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. l Date: 4 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspectien. r eceipt No.: 'Date: Project: Pro AKc 7h JP Type of Inspection: ft# ,lf7 Address: - 6 7 r1.rl i Date Called: Special Instructions: Date Wanted: 5 —/y -44 a.m. p.m. Requester: Vicl Phone No: 296 Via 15.`i S III p7o7- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ea 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: PA' iZcd: ) SOFA; i And cis' ("9 417'4-e 130/ o— 'Inspector: � Date: � � $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: (Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / . Type of Inspection: ro.r'4 �� 1,1A-4(0, 1f.,,is �f A 227 22 r., /- 5,-de- e ,'rlft 5 orPf Gbu-t (0":4, / A 712- c�.'- f Ssr A3 ttu'4v Fn l y ( ,,c (S r,„ /4.4,5 / l , l2. 1 0 M 222 Requester: (O✓n Phone No: Project: -}/ j At 1'1' ' il eiTtr Type of Inspection: ro.r'4 Address: _ , 36 Qo Mid l Date Called: Special Instructions: Date Wanted: c 13'.2r a.m. P.m. Requester: (O✓n Phone No: 140 P92 -259 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 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: S (,s ,1 .‘'‘ , t E°t,1,5 Vo-•• erj1/0 e ,.- /-c S is . VC_ C� / /. 5 4 -312 rieg4 ~ , N / ( ,— A -313 ,, ., ,Q 3 f'( Project: Atic t4,1 - Type of Inspection: S (,s ,1 .‘'‘ , t E°t,1,5 A d ss: A &o? So4 /'l4 // Date Called: Special Instructions: Date Wanted: a.m. 5 -- ,----' p.m. Requester: Axoel Phone No: Z '26 73V 1 1ly9 lay 120? -a s;- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Approved per applicable codes. Inspector: V1 Corrections required prior to approval. Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: A116 Made,- Type of Inspection: From...,' y Address: 360o S,,.thcir, a. .� /' Date Called: Special Instructions: Date Wanted: 5 -5 -vi a.m. p.m. Requester: A goy1 Phone No: 226 7 4N 1 ! o� 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 ID Approved per applicable codes. COMMENTS: PSI r .f L✓or/ nS ge 22'L. Inspector: El Corrections required prior to approval. IC $58. ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: po7 -a Sf' !Date: Project: Arc THF417 t_ Type of Inspection: Fre-,..pg Address: 3 & IFn Pi ( ( Date Called: Special Instructions: Date Wanted: L i -2 9 - C>_ p.m. Requester: "IX ZYZ - 1 Svc 10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: PA -(14 09rf:c:6 / f ,i" 7L1 LiT �kpSc inspector: El $58.00 ' `SPECTION FEE REQIiIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd...Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Date: Project: 7"%t q Type of Inspection: 5 PFAADeh 6 al Address: 3 600 1fl4 // Date Called: Special Instructions: Date Wanted: Requester: Phone No: x -oee ,--2 -4'2 -- /S - g !Inspector: INSPECTION RECORD Retain a copy with permit D - PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: FA 1 # 16 7(c Date: Li a.r El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: 1= s 4/an/ � Address: 3606 sd> /rl( P. S.. ) V I -� t.l i 1b '� iD rr p.m. Requester: Phone 6 No: 2 yZ -1 5 4 /5_ E a`p'1 P t t-C- Project: 4 me 744 4T6 Type of Inspection: 1= s 4/an/ Address: 3606 sd> /rl( Date Called: /( Special Instructions: Date Wanted: Li 1 ?- / rr p.m. Requester: Phone 6 No: 2 yZ -1 5 4 /5_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Ii L / 11 C; Date:,( O$ 0$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: AMC fti ,A4t. --- Type of Inspection: F'/A,... 4.. Address: 3/Q 5PiA €.,J,r N ( Date Called: Special Instructions: Date Wanted: Li4A Requester: Phone No: 206 -2u2 - iSy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. [] Corrections required prior to approval. () COMMENTS: • r EN+-0 flE c r-∎ L ; t sc T Inspector: V-$ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 072-25 ir Date: (zzf'' COMMENTS: p Type of Inspection: p fry ri(.1 - „2_, A. 22 co-b cocbk kJ of E('4.7,- 22 3 l iePh. i n.G C -A-s 4- (fit 31/� e/G A -2 A Date Wanted: 4 1 —I/ - fl a.m. p.m. Requester: &Y /en #f Phone No: Project: A rc P»- Type of Inspection: Address: 36 pa j- , 4.f4,y1/4 -4 frf(II Date Called: Special Instructions: Date Wanted: 4 1 —I/ - fl a.m. p.m. Requester: � 07h Phone No: 1 ©3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 El Approved per applicable codes. Ei Corrections required prior to approval. (Inspector: Ej $58.00 REINCTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: p©7- 2 CV 1 Date: e-t_i(_ Projec • //fi( T,rPI Type of Inspection: ��,s� Alefe) . %4J j Address: 3( )() Se» /hOFth• 7 Date Called: Special Instructions: Date Wanted: , L — / / — d o ''am. p.m. Requester: Phone No.,- 4 5 42 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 5 (Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit a 7-2Sel PERMIT NO. (206)431 -3670 'Date: // .r Project: /9�C 7 r Type of Inspection: \J 5>/ .tie * /4ti1 Addres : 3 U 3tiVr%etr#4/ Date Called: Special Instructions: D • to Wanted --v C � .. : Requester: Phone No: c9 92 -/s 9S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Inspector: ---c r.34 INSPECTION RECORD Retain a copy with permit PERMIT Corrections required prior to approval. COMMENTS: ck v-4 gtL Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: C Project: /� /f7 ( 7-4-97-, Typ f Inspection: -��,S fAefel Add 606 -00/4(1,4//e> 17 Date Calle : Special Instructions: Date Wanted: y — 7_ 6v p.m. Requester: PhgQeo - 2 V2-/5 /00 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ID Approved per applicable codes. COMMENTS: zr 1 /1.07 /PGr4f - v>// //l /e SGN r izde $58 LII REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. 4 -- (206)431 -3670 El Corrections required prior to approval. 9 COMMENTS: 64; Type of Inspection: It r r - i :el) 9k rc/1. 1 Address: 3600 50,31 (-a(/ /14 il Date Called: h4(frni on flAni ei $ a.m. p.m. Requester: I/4 Ili- Phone No: 206 2q2.. (5'1 Project: AM C ril (41:-. Type of Inspection: Address: 3600 50,31 (-a(/ /14 il Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: I/4 Ili- Phone No: 206 2q2.. (5'1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION T" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 j Approved per applicable codes. El Corrections required prior to approval. Inspector: 17 97-2s Date: es _ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: A Pro ec / {L L Type of Inspection: Address: 3620 csnAc<.tr fl// Date Called: Special Instructions: Date Wanted: Li — - 0 a.m. p.m. Requester: V.ile._ Phone No: 2c4 2 (5 P07- 257 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 ID Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p,ij rkt-.1-« 13 of ��. Hr� , f o rte. .....5.0" p S Inspector: Date: I y c t $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: S '� P01-5A T' /� C FO - 1f / /3 01. �h eIid C'/ 41 Prc h 9F app(_(. e/f Address: 6Qc J �p /tA(VAl'/ 414 Q614,./1 A ri I Artft (n 11 Pr (G -,'n Siotaf' Special Instructions: D Wanted: q —,— 62— p.m. Requester: Phone No: ,04-21/2- /5YS Project: /1 4/61 TA PR T f Q Type of I 5 Wz.y.0 (49;//:(, — Address: 6Qc J �p /tA(VAl'/ 414 / Date Called: Special Instructions: D Wanted: q —,— 62— p.m. Requester: Phone No: ,04-21/2- /5YS 1 ? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ® Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Dd72 PERMIT NO. (206)431 -3670 (Date: 1 3 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /� /� Type o spection: Address: ©o 111 17/1 Date Called: ,....3 Special Instructions: Date Wanwd: '1 L/ 1 / /vim fa---111.:. p.m. Requester: 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 DI Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 ?/1 . kei 9 iIl.S a PGrt'VG !Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. !Inspector: (Receipt No.: 'Date: Project: 441e 77/M P Type of Inspection: / »r 6. Address: 3 600 S""-47 Date Called: // Special Instructions: Date W ntedi "'.3 /-- O C.i OAT p.m. Requester: Phone No _2o 6 -Si o -G° INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: S NCo P S (Inspector"; 1c3 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. Date: 335 t Project:0 _.,..— NI ewies/ Type of Inspection: Address: Date Called: / Special Instructions: Date Wanted: / a.m. p.m. Requester: Phone No: 2 6' 2 /5 4007-27 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 1 Approved per applicable codes. El Corrections required prior to approval. CO (1;45: fl < 3/3 Date: / - Inspector: 0 $58.0 EINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 14/c rorfi /,/r r «l , nq 0/7 so 4; - n‹ W �" /' -IoM A I,1e south, � % Aga 300 56 t.71«II /i 55e e'y doaa17 u4/4 e 44 AZZ Special Instructions: Date Wanted: I a.m. p.m. Requester: Phone No: 2Ob - Z 2 - Js * ' Project: Type of Inspe n: , 300 56 t.71«II /i Date Called: Special Instructions: Date Wanted: I a.m. p.m. Requester: Phone No: 2Ob - Z 2 - Js * ' 73 Inspector: 7 Day- , 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 Approved per applicable codes. O Corrections required prior to approval. El $58 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Aric 7h4,„Ie, Type of Inspection: F,. Address: 7&Qo atillei. f(r MA /1 Date Called: 3 - 2 5.0 Fs Special Instructions: Date Wanted: -- g5 - ' 2 23 a.m. p.m. Requester: Phone No: 2 2412 -(5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (Inspector: 'Date: 1207- ZST PERMIT NO. R (206)431 -3670 Corrections required prior to approval. COMMENTS: PA l „ G Ga,ci rlt l ?e- vials A.2013 Mi j, E U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: �,,, C - T �PA '� . Type of spection: r s7 �S, ,V /� 4P / f a il )' Address 3 fL C O y 7 et'ctik Date Called: Special Instructions: Date Wanted: Cam 3 /2 ' /cJ d p.m. Reques r: Phone No P O ZY2 — /sqs 1) 0 725 ;e 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 C Approved per applicable codes. Corrections required prior to approval. COMMENTS: qp 5 2 Cci b- rt; — 4 I lnspec C ;: e ri 'Date: � 1? $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 4 i e 7r /- /er4r'i2 Type of Inspection: 5 S 2 /SPFa/ ,O e ee-/ s/ Address: 3 D 5 /1hlr/ '',fl4 Date Called: Special Instructions: Date Wanted: p :Cr . 3 —z 1 C.� p.m. Requester: Phone 06 zvz 4" l595 '1© INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ik 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Inspector: De zs ® Corrections required prior to approval. COMMENTS: h- S CO3- , poTi 'Date: 3, Z1-,s, $58.00 RE S PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS:'Vtns C✓t p 12t54 a ' 4221 Did J...“:f,(3 c I,sS ;., ‹,-.,� (,,e,-1. Address: 3 ? $ •, J4 e,,1 r, Ni, // ri- efs <, II, t L-eof sr« y Roa (V - 41166 ) io,H 229 Special Instructions: Date Wanted: Requester: (Cl e. 4- 1 Phone No: 2�6 5 6.5 Project: ,'4t1c T/,(.t.'- Type of Inspecti : r.. Address: 3 ? $ •, J4 e,,1 r, Ni, // Date Called: 3 -2 °- Special Instructions: Date Wanted: Requester: (Cl e. 4- 1 Phone No: 2�6 5 6.5 89 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit 0 $ BYREINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: n02 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: Project: Me TJ J. Type of Inspection: Seipm.a C ' /!- 6.. Address: 3 0 59v Mc /i Date Called: 3 — /k a4s Special Instructions: Date Wanted: 3 /fr' of a.m. P.m. Requester: kt 4I ih Phone No: 22 2 4 12 /5 Approved per applicable codes. 'Inspector: p 02 - 25r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: 47 O ic 3 /Y I t/G,ikd On tlAms 45 6-rg.cn # 8 � Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • COMMENTS: /,/`+ Type of Inspection: WA // FA.. -.H, T/' 44-r (> 1.--c1 Date Called: 3 — ty -vt /1 7- 2 1`9{55K•".. L Date Wanted: 7— IL1-01S A 263 ti 4 -c/( A‘,/,/1;&,/,'. ofl'.<s 4261 I' Ir55i4,.'s.c ecm fells 0 2,...h- 1. p( r ,td ore,„ .r.•c1, -i / 2-CY ( a o A 4e. n s 45 A Ode l- «7 Project: - - i4 C-7- ►.itic-i Type of Inspection: WA // FA.. -.H, Addtess: 36'o 5 / Mil Date Called: 3 — ty -vt Special Instructions: Date Wanted: 7— IL1-01S a.m. P.m. Requester: AA n Phone No: 730 clL it po7- 25 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 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Ar/c 14i' it/ Type of Inspection: S4;rr�#‘.(e'ef/,%7 Date Called: 3 `// , -,b fi Address: G o Special Instructions: Date Wanted: 3 —/f-vg a.m. p.m. Requester: Phone No: 7 2k2 -/545 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION k'- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. El Approved per applicable codes. COMMENTS: 1144 ph f /.tr, f &rlln f Inspector: INSPECTION RECORD Retain a copy with permit 1707 -2s ( Corrections required prior approval. 1Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: (� '�-a.f�U"k , Address: -. - 3G a= S. L.; v'A t... FeAr k(- 1 , � ti ,� ` I■ c «S( Special Instructions: C0 % - 0(Z.- 1 Pcvf) I t 01%- a.m. p.m. Requester: 1 Phone No: C L / 4 0.-e--2- A * r t t'. D ; ' - ` 1 i i w .), (.. - cit .. & lZ. =, Project: A 11 c 1 LAY -� —(5 Type of Inspection: (� '�-a.f�U"k , Address: -. - 3G a= S. L.; v'A t... Date Called: 1 Special Instructions: Date Wanted: 3� 1 p $ a.m. p.m. Requester: 1 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ( js Corrections required prior to approval. Date: 3 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: /kp c -T Type of Inspection: so 5 p. GEc± • Address: �p f I fv � ^.� 5 ,�...VV&, v&AL Date Called: . Special Instructions: Date Wa: + S ' a.m. p.m. Requester: Phone No: z 417 8(4 INSPECTION RECORD Retain a copy with permit V01 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION NO. A_ pproved per applicable codes. COMMENTS: U$ P& gin C43 4S',1_ f .1 r e I o 4 fr Sf M a7 -1.&`< I r-ts P CorrectiO q uired prior to approval. i nspector: \ VA " � (Date: c El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: N (X :1- (-0 r: o r,..- I (- - 1 - k f e% ; f- z& ( Date Called: 3 -4 1 - c v Special Instructions: Date Wanted: a.m. 3- 44• p.m. Requester: Phone N ,2yZ I,1S 1140A,7 on /IA r,S 4 5 GieLr 14 6 Project: Type of Inspection: Address: / �/,, 3&20 S Arr4 z // Date Called: 3 -4 1 - c v Special Instructions: Date Wanted: a.m. 3- 44• p.m. Requester: Phone N ,2yZ I,1S e3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Pte- 25 - K Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: /2)., Type of Insption: pi, n.;5 Address: 3600 )01, Mci. -1er /1 /I Date Called: Z - /-.2 5 ,t- 1 r. ',it( A&/jr. . Id q Special Instructions: Date Wanted: 2 2 ‘/ -,,, i5 a.m. p.m. A 20 r,rh,l,'h 0rc.•S, 4 2 Phone No: 42!3 kV I.... /( 7 /. •„ /12G/ 4 /I ,'i <4,11 ' o (HjL #L 2 0 h 4,'. S Project: Ail C /i -. .-- Type of Insption: pi, n.;5 Address: 3600 )01, Mci. -1er /1 /I Date Called: Z - /-.2 Special Instructions: Date Wanted: 2 2 ‘/ -,,, i5 a.m. p.m. Requester: Phone No: 62 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 ,0 Approved per applicable codes. El Corrections required prior to approval. 2 - 2 El S58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: AMC 14‘ ,1,,- Project: Type of Inspection: 54•5pi. hi e.■,' /.;,5 Address: 362'Q ; 0J11fI -r1(p MCI t Date Called: 2,2y, Special Instructions: Date Wanted: 2 - 2t -08 a.m. p.m. Requester: /r „ -� • v' Phone No: 20 S1 -GM( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: PA 1-4 f f ok (Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: `Date: 2 -af Project: �l * Lf � �� tif�Tt/ Type of Inspection: F ✓✓ Address: 3T� coilil code,- Ms. lt Date Called: 2 -2 'fl Special Instructions: Date Wanted: / a � ^ 'r , r , ��� Requester: Phone No: 206 730 "WIT INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1,✓61I Fr4.,- ,,r.S1 MA-b. /mss / : 'ti � rt gf) Inspector: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: p O7- 2 Date: 2 — ZG- Project: I A MC /4 fAL Type of Inspection: F.....,— e'"'5 v Address: 3602 5otAle<•,lri I1// Date Called: 7 — 2 2 - z' ti Special Instructions: Date Wanted: 2- 32-2 is e€M) p.m. Requester: Phone No: ( 226)24 2 -isyr 71 Approved per applicable codes. 'Inspector: 007— MI( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 Corrections required prior to approval. COMMENTS: F rti n le' s tiilr,a;,, cf.,/ Pi 426 rrt, hs 4 1r, I r1ir1-J ,'k' a h # 29 'Date: 2 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project:: { I 1 iVic thedeI' Type of Inspection: .T 1, 11 13.4 Ft&r.s Address: 36v 59,,i1 /7, // Date Called: Z -22 o Special Instructions: Date Wanted: 2.-2-2- - D Y m m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Tr- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ❑ Approved per applicable codes. COMMENTS: j2<Li e ,., e4 G, e lG.% mss <7, S/N.$'- 4 Ncrk -.f tt Inspector: El Corrections required prior to approval. El $58.00 REIPrSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: pa - 2s 'Date: COMMENTS: Ce :l :,., 6-.1,( 771.4, 3 i G A 30 LLl Fr�-�5 4 2 6 ' 3 .. -, A24( Special Instructions: Date Wanted: 2— lq- ..f a.m. p.m. Requester: /Ct •-. 'n Phone No: 2.2 2 /5715 t1<* 0(40, -e_ 77 Project: A i C ti..... fry Type of Inspection: C Fri, �. h. `.• Address: 1 362a Sot- 14c J A/( Al. /l Date Called: 2- /c / - s5 Special Instructions: Date Wanted: 2— lq- ..f a.m. p.m. Requester: /Ct •-. 'n Phone No: 2.2 2 /5715 77 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. [] Corrections required prior to approval. (Inspector: Date: / 2+'//`4 El $58.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: PO? -2 ser COMMENTS: # 2 0k Address: ‘t9+0 SGArenic-/ nx/i Date Called: 42 2 Nie : '64 t-1, ./e-- (2 - 5 6 , - /) 11 /3./7._ G--,-d 70 /_e_. S'res-f<k( af:h) 114 iliee0.#f. a.m. P.m. Requester: Phone No: M rkeif Vfri Rol , •••••-•-e•-7 '1 16 , Project; I4n6 Tti41(,-- Type of Inspection: `...J Address: ‘t9+0 SGArenic-/ nx/i Date Called: 42 2 Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: 1 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Approved per applicable codes. Inspector:, ( - po7 -d5 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. El Corrections required prior to approval. Date -- /Z '06 'Receipt No.: Date: COMMENTS: - viALL ciumv -k.Z e /4, o f w.4 4..A f.... k=v 1 ,c=„ s .•s P t2 'aa --. Address: 3 6.e9.0 Se /hef 41,e_'- V -4 a-.,.. ` e P , o . 'kf-1 - ■ 14.- AN-c, •y0 .14 . PLC.. .....\-- P• az Date Wanted: a i , a.m. p.m. Requester: Phone No: Project: - Type of Inspection: Address: 3 6.e9.0 Se /hef 41,e_'- Date Called: Special Instructions: Date Wanted: a i , a.m. p.m. Requester: Phone No: 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 -36k Approved per applicable codes. L2 7 25P. El Corrections required prior to approval. Inspector: _ O C t Date: 2 4 . kt $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ;° 2 Project: 4/ TileAte. Type of Inspection: .. .1, 'ts, Address: 3692 >lahet,,, ee. Date Called: 2-7-0K Special Instructions: Date Wanted: 2- -7'-`'t K p.m. Requester: k "-t-1,"• v v1 Phone No: 26' 2- /s4 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 INSPECTION NO. INSPECTION RECORD PO7 —,25 Retain a copy with permit iy Approved per applicable codes. COMMENTS: rioceie.ed oh Pip .fi Inspector: Corrections required prior to approval. 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: COMMENTS: l Li,. et A...4. Hs oil 6,./.04 15.7_ 1 6 Date Called: 2.-7- 6- Date Wanted: a.m. Requester: Kea, i.- Phone No: 296 vo CtS1( - - PU,,ktil Oh 9417S 45 0 row,e.:* Project: AlIC TitAii-,-- Type of Inspection: \) Address: 3 °' .S.-/Ace,-,Ire-c-6..8 Date Called: 2.-7- Special Instructions: Date Wanted: a.m. Requester: Kea, i.- Phone No: 296 vo CtS1( 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 El Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 'Date: 1297 2 cr JJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: PERMIT NO. c '1 -7: Project: Type of Inspection: Address: 3le,o S. c-"pz. PA , Date Called: Special Instructions: 2)0(0 2.WA. 1 - S‘ 6. Date Wanted: ‘ ica.1 0 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit DD1-255 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: u-)1>U ._ e 10.1 15-iN...,J C " 8 Approved per applicable codes. Corrections required prior to approval. l Inspectzi— 'Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Project: �v Lt`- g Type of Inspection: Sus e. Address: z,(s, S -CAA. v A.A.-- Date Called: Special Instructions: Date Wanted: 1 a.m. p.m. Requester: Phone No: 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 So uthcenter Blvd., #100, Tukwila, WA 98188 COM MENTS: ‘O P. &e'tL4G6 30+1 u v." t Approved per applicable codes. El Corrections required prior to approval. nspectp~r. f •.1‘(Ste ( _ PERMIT NO. (206)431 -3670 Date: 7.1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: �,L Project: A 7Lr i' Type of Inspection: , rhr - ,d, Address: °36 ov 5,Ji e4krM6Ii Date Called: 2-- 1 — ai Special Instructions: Date Wanted: /2- _ t f 0 p.m. Requester: 99fI Phone No: 2'6 ,2.412 /5 5 I ) o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: rt/4 ��/t t -t #,2 0, f Inspector: Q07 -25T Corrections required prior to approval. Dater 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: !Date: Project: /� } 1 A BC l � €' 1 ' Type of Inspection: 5 de!/ 7° Vi 47 Address: 36,90 5, ill re,-fl. riei /i Date Called: 2,- / - °g Special Instructions: Date Wanted: m Requester: if f1 Phone No: T20 Z l S_415_ I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: of 'Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit 1297 -2sK PERMIT NO. (206)431 -3670 Ea Corrections required prior to approval. I 0at _ / _ e • COMMENTS: /A / 0 i/<.,. s , a'- Address: 360 spCtte-14L,,-- Not Date Called: I- Z -ofs I ♦ t t Date Wanted: , 44z pr -, (( „A i(, s. y Requester: 4 2G4 t2 :i 1pr4.. n. -- 5 A -243 Project: Al "C 7IIc,l( Type of Inspection: iri- v..,,,, Address: 360 spCtte-14L,,-- Not Date Called: I- Z -ofs Special Instructions: Date Wanted: la `I ''ot, p.m. Requester: Phone No: 2.76 — S/o - GS S Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P07-25,6' PERMIT NO. At" (206)431 -370 © Approved per applicable codes. Corrections required prior to approval. Inspector 'Date: /' 2 �� `E $58.00 RE PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: , - ,9/-ie 7 4,-97c e Type of Ins ction: / �/3 /3/..v,! v Address; . 'D CJ Smi/ief d ✓ 4/A Date Called: /7 Special Instructions: Date Wanted: o — / — OU P.m. Requester: Phone N : c2 24' 2 - I5 ys - 1067-258 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)431 -3 El Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: P-t ' =t 6 v s ( V. n _ . 44.E lea 'Inspector: Date: t t co p $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Probe C 7 ' / Typ of Inspection: r '2'' ,'' Address: 3 Goa .5 Date Called: Special Instructions: ( Date Wan te y S/ o 7 7 Fawn.' `—m^ Requester: U - 2e/2 -/ 95' INSPECTION RECORD Retain a copy with permit 1 Inspecto\ 1Date: _I) -25 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, tukwila, WA 98188 (206)431 -3670 p 1 . 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: w 5 4 i NIt Cm,,J ' D e r . c .s, 04,1.4.-14 rioo $58.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.: !Date: Project: ,947e T4 -4 TF/Z Type of Inspection: ,---i2g/n/it/& Date Called: 09 // 34 5d� /TEf,' l /4. Special Instructions: Date Wanted: t7 ,_ 7- 6 g p.m. Requester: Phone No ` 2 VZ _ fr .2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,. WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pap,3,w5 "1 1. &c I Li 5 f 12 itess1 ‘ c _ _ 'Inspector:_ Date: V't I-- 1/ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Arne 74r Type of Inspection: .. fr 714g7r4.46 Ad 0 ....5e,174ficAi m6 Dail Called: Special Instructions: Date Wanted: /— 5 OS p.m. Requester: Phsee No; -?92 /5 -- El Approved per applicable codes. Inspector: r% ‘Y Date: 4J-NO INSPECTION RECORD Retain a copy with permit Dd757 INSPECTION NO. q , E , RMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. COMMENTS: 140,0E- (L u124( - (OS OC-SA 5 • El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: At(c T 1 1/C Type of Inspection: LA tit, it) Address: Date Called: (2/; ??/. . 0 7 Special Instructions: Date Wanted: it(77 /6'7 a.m. p.m. Requester: 47,54 Phone No: No: 2 S3 - 6 7r- frf l E .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMii NO. CITY OF TUKWILA BUILDING DIVISION `K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 Corrections required prior to approval. COMMENTS: GA.4. -10/ 11 AI Mor ok,y 120/ 2r14/ Floor oh/ /0 111. $58.00 REINS 1 41 1 111111P- N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Inspector: Date: a/2.7 .07 r eceipt No.: 1Date: COMMENTS: Typ Inspection: L'A kb PAui-t W 1 b- kit-430%— Address: 1 r1-,a.i t11 pal w 2- - Wit Pr sC• - 4P Date Wanted: 171 14 1 07 oot fi. g. DEI5t6 4, m ,' ■,Sfl y Tk, c_4i1 Phone No: to iSioT ‘z›.3&--- — Project: E'' AA A Typ Inspection: Address: Date Called: Special Instructions: Date Wanted: 171 14 1 07 a.m. p.m. Requester: f Phone No: 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 -3 El Approved per applicable codes. ( r 4 ( oo ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. Z COMMENTS: 5 1 .-. 4..e p.1U_ W O X.,. (p I wA'Cf -e.A cAG2Ao2 s,06 � - CTS Q 2. tvz_ GP-45 ....)Ak.A.- a Lc--..),:e.:L. - s . Date Called: s,) is..., .\-- ( ve x ► c-il f Z--� - fig f s,-c,�E A Ls' Special Instructions: f VL� Date Wanted: kl 1 O a.m. p.m. Requester: Proj t: C.-. INeA-T� Type of Inspection: c so\ F. 2-, AC''‘'`( A dress: Date Called: Special Instructions: f VL� Date Wanted: kl 1 O a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION J\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 El Approved per applicable codes. Inspector: 3---- a i� ^ (Date: ' _ ( ` l � i $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 1Date: INSPECTION RECORD Retain a copy with permit b p - 1-2- 5s PERMIT NO. Corrections required prior to approval. Project: �,C*6 /At-Ar Type of Inspection: \�\ Address: Date Called: Special Instructions: Date Wanted: � ( \ VI Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fL -- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: e l^ (Inspector. T ) Date: .12A ( TS") $58.00 REINSPECTION FEE REQUIRED. Prior to jnspectiori, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cillthe•schedule reinspection. (Receipt No.: /iDate: as- COMMENTS: Type ofinspAction: / R4714/Pti . ( Ajrgh .... n P Called: fr--PW6 ve- t . L: et- e A ei trips et-Jo ‘-i 11,04-t 5 Prs i--C- eti tot•A Date Win)7. P.m. Requester: 44_ r-Lcve_ 3 e.1..3o tvi 4 rwt 0 4 --: 5 fs t•k.. zv ("L.A.i. k r,, ,_ (7 5\ \ / i Proiecti _,, A) e Thl°4"/"'i Type ofinspAction: / R4714/Pti _ Ajrgh .... n P Called: . ...--: Special Instructions: --, Date Win)7. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 602 PERMIT N . N (206)431-367 El Approved per applicable codes. Corrections required prior to approval. Inspec 'Date: 41 , $ .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: Sprinklers: y' T e of Inspection: A L Address: 3 k, o p Suite #: S . C . -n a24 c:N41. 0Nroeti Contact Person: * . ICe- ✓ Kr 1 cc Special Instructions: P re -Fire: nJ Phone No.: X06- Sw- 6V5 C71 y- °cc Occupancy Type: 14 I E R ,- c- ,a- Flo 1)-e- ,es d 30 a c 4, - 96.5 - '14C st,o LA -C A vn (C DS "- 7S!- 4 /3 / 5; Nc5„ 6 3.o'_ a 1 L/ - 0 1 2 t7 tJ/P-0 &I {4'7i rafeS5 9 I Projects nn Sprinklers: y' T e of Inspection: A L Address: 3 k, o p Suite #: S . C . rvj ri L L Contact Person: * . ICe- ✓ Kr 1 cc Special Instructions: P re -Fire: nJ Phone No.: X06- Sw- 6V5 Needs Shift Inspection: t( Sprinklers: y' Fire Alarm: y Hood & Duct: r Monitor: (,� -� �, 0,d P re -Fire: nJ Permits: -) Occupancy Type: 14 I I � INSPECTION NUMBER EL Approved - per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 Word /Inspection Record Form.Doc 1%13/06 Lo7 • asa PERMIT NUMBERS n Corrections required prior to approval. Inspector: fin )\-/ I Date: id /03 3 .� Hrs.. F $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: Suite #: 36 °0 S. C . 11 Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 206- 575 -4407 R Itpproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT •z19 - Do - s� PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: I Inspector: bi--. Date: 7 j . rs. / . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from -the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: km G ( Sprinklers: Type of Inspection: Hood & Duct: Address: 3 Gov S e Suite #: M A , Contact Person: 14v► ski `I'S , --4 Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: n INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. COMMENTS: 0/' k INSPECTION RECORD Retain a copy with permit Hrs.: l Inspector: 1 �,A / 2 I Date: 111, kg $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection Word /Inspection Record Form.Doc 1/13/06 bO -as —F- 05 P) PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: y Type of Inspection: r4 /$R'/ l fin t L t7 Address: mo Suite #: ice-(/ Cont Person: K 4yitI EMe- Li 6147- ,- ok in /eo mac. Occupancy Type: Phone No.: .SPaiAliarie_ ,.hf,a -1_ - vk F -- i- - ;,14111 U vi)'n /6 - .. gra-79T U t` (IA0iv ..ru a i iy 4, Doe Lin', 6,--71^17 t4cc -- 1,, -, ViV'S O 1 - _ : : , -- U IL- - i1/4-1 Pa-L.! o I L— Project4ma /d Sprinklers: y Type of Inspection: r4 /$R'/ l fin t L t7 Address: mo Suite #: ice-(/ Cont Person: K 4yitI Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: -R 7/70 Sprinklers: y Fire Alarm: y Hood & Duct: Monitor: Nw Ai,ARM 16 vili t) i4 a/ Pre -Fire: /Vcev Permits: Occupancy Type: ID INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 rk East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: inla,l iA I Date: 7 /Jo Job Hrs.: C _ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 4-%1 . Sprinklers: ' Type of Inspection: sPe ,N�GLa�Z— Address: 3400 Suite #: 5, C. film, Contact Person: // - G n «.,tc_� Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: ' Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: O INSPECTION NUMBER Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT `Po 9- - 03 -5 -27C.. PERMIT NUMBERS Tukwila, Wa. 98188 206 -575 -4407 —Wpproved per applicable codes. n Corrections required prior to approval. COMMENTS: K 7b 142Ie74 7-/ 1 BOG 5 Q!/ -- do t/72- y , n J 6 i-Fo cJ -►- Inspector: 51 Date: //d/ II to schedule a reinspection. Hr s.: UIRED. You will receive an invoice from $80.00 REINSPECTION FEE REQ e City of Tukwila Finance Department. Ca 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: Address 3U„ou G�,C ',. Mme., Suite #: Contact Person: �-,� (.A2_1 Special Instructions: Phone No.: ZaG - -- iL- q? 1 -1 Z_ Permits: Occupancy Type: ki l,4.v - ..1 C 0 210 ps , eM,' P. RSA) P ' V() y, ` ■ L-vEz- a CA .s-r- ' 014 - fz) C c ✓c 41-L- 1173719 L /l) e t ( 0 2 `. ( L 1 - 1 Ill — L T F_ g W tt ulmt1 Moto NutP Project: Q Ake, - \ -- 1A -- A - r0-1-2.' Type of Inspection: Address 3U„ou G�,C ',. Mme., Suite #: Contact Person: �-,� (.A2_1 Special Instructions: Phone No.: ZaG - -- iL- q? 1 -1 Z_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIL.A FIRE DEPARTMENT Date: X 112 ( / 00 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 575 - 4407 n Corrections required prior to approval. H • 2 rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: 0 L - vE -- L - Y= V.) E sT N H D ►20 S 0--r @. 0 @, 205 Crib 0, WOO (, 'L09) Hood & Duct: D fin irPrir 1- pun, wpAek, vsl i,., (' qt= PAN. (3 PrE=OJE Pctil) 1 al TR ) - T1(-F 1n t 1 0 or tiNt 1 i:firiAT - ourTot 'D . ht xavv\ 5 oI/ ( I F S c N i bit- (,1 N C D- vs i Jrl S A(tWICWI - p ME?--- ---- -. 0 gi ) Lir4. -A-1- 'P5 ei)T ,t 4 . it G� o4 i= N I> (prr- H ' fit) ND. 9) -- 01- ,^i Fiy 6 0 f U N (: 0--e STAXILU t I) r) ( i-1, W Y.'I -- O 1L- ) (0 i Z.-) k-A-1. .: --- t -- ,e_ *4 -1-2_ r f,J , t2c= , ., QV iT, Co vL -�2 pa A )(0,1 -Vt ,PrOi- 05 P-CN EC ( VA 161\1 L Cif i'Lc'� -= (- o 0 . / , E- c 0) K —p) <'s>,t0 --- -_-(-,.• • Project: f\ 11 \C. Sprinklers: - Type of Inspection: Si Pt► l.1tkL -& Hood & Duct: Address: 3 Y.w v Suite # 4 . C . lin 4 Contact Person: ' Q 1 t,) • Special Instructions: ., Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: / Pre -Fire: -• Permits: Occupancy Type: INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Inspector: 1 j1 O $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Date: ;12_ (0 rod - zCGO rA -s - Zq rrections required prior to approval. H T.F.D. Form F.P. 113 COMMENTS: 2e Type of Inspection: SP2 i ii -t -- Address: 3c) Suite #: S. c` . 7 o ` 21z psi /O;451lib 2iz P51 /z:z6 Special Instructions: 4 .7 L ,? f " u P/ -*' / c- 1/ 41A/C5 ' Ai D ` /�, /1 /2 13 iv /5, A 41 - 1 g - Wl aAr N t //VE ,F -44-7 ,i>- - 0 IL COVE-1Z- / d i e - ` - 7 4) 01 1 1 7 4 t . 1/11 3 / %n 4 /f , 12, 13, , Project: 4-11 C 7 2e Type of Inspection: SP2 i ii -t -- Address: 3c) Suite #: S. c` . 4i) —,, Contact Person: - PA-Ai 6,LB Special Instructions: Phone No.: 2-0 ( '.'k 6- i /nyz- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT DO ? -2 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Vr ----- Approved per applicable codes. n Corrections required prior to approval. '/G 12 Date: z1 2 6 I 0 U �/ } $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from /2 -theity of Tukwila Finance Department. Call to schedule a reinspection. Inspector: Word /Inspection Record Form.Doc 1/13/06 rs.. Z-_ T.F.D. Form F.P. 113 /�_ COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: I — S t eLt. l-t LE Address: V600 o t f . 1 - 1 , \ 0 Suite #: . C 2 l o v,1 e l sb < i ;Contact P on: j r)t , M U l UNOIr D @ 210 At g. I I iS Phone No.: _ 10101 1/11- 'k 11 *n - o v, ),_ 6,1 b, 4+ z / it 10 4- m 6a- (e ri 4 x_ kc 1 - S' Al o+ V p ✓'G /Vv i .1 . / 061- G .6114b -h; C,t 'e-) b t -- Fh Co' ,>` g C D! t - 2 4 -- I h/ C N m d (, `1, Project: A,MC - 1";.k-- ,..,_ ice. Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: I — S t eLt. l-t LE Address: V600 o t f . 1 - 1 , \ 0 Suite #: « < i ;Contact P on: j r)t , M U l UNOIr Special Instructions: Phone No.: _ 10101 1/11- 'k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit pol 2 S PERMIT NUMBERS n Corrections required prior to approval. Inspector: V6L0,jp,, / 12- Date: 2191092 Hrs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: A-6^ c-- ter____ Fire Alarm: Type of Inspection: SPC2- Pa rr,? Monitor: Pre -Fire: Address: 4, c c� Suite #: 0114- w ,2, AL- ontact Perso , ,.t i c..._ P, �� Special Instructions: Pl ne No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. Spector:( he CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 Date: ///5100 )c -2Se G ?- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 I 1 Corrections required prior to approval. COMMENTS: i 7k - tom C2 (. q t y tk)E c r I , �1 ,5* (Q c{- rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: /hi /. E i i2 Type of Inspection: SP,Q , tile G - -5 -fe Contact Peon: / 7 rr (.. ' L 3 6----ii-r- Address:t 33 . -- Suite #: 319o0 S, (' , r 114 e L Special Instructions: Phone No.: 00 6' . 8� • 1 /3 /Z Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /305 ta. 20n 1 (05 116,/16 LVL '1' & PP ER Env/) (' - /50c c2 2DD9- 5 ,ie 1)X vp2�/,v7 / Wl� t 2) - 77)✓h /11 Inspector: Ulan Date: *I y I o 3 Z Hrs.: Fl $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Nhp 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 1 kr'azari & ASSOCIATES, INC. January 13, 2009 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING tr rRp+ 15N TESTING & INS - PECTION Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 2 2099 COMf;r:U DEVELOPMENT RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on December 31, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. SYcLziA, 7p f: Samuel H. Hyatt Project Manager Puyallup Division CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 DFR Template • y VIM MB 4111,11 a L1 an &ASSOCIATE S, I N C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12 -31 -08 CONTRACTOR: Baley Construction - PROJECT It 066-07283 PERMIT NO: 007 -258 PROJECT: AMC Theater ( Auditorium 2) INSPECTOR: George Naill / Kathy Gordon LOCATION: 633 Southcenter Parkway JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: S.H.H Superintendent/Representative: Structural Steel FIELD REPORT NO.: 7283DFR123108 -gn WEATHER: Indoor TEMP: 71 F Arrived on site as requested to perform structural steel inspection to investigate and determine the origin of sounds reported by customers of the theater. 1) Arrived on site and met with Pat Bums of Westfield and Michael Williams of Baley Construction. 2) Went to theater auditorium #2 to investigate locations of potential issues that would create the popping sound reported by theater customers to be in the depressed seating area of the auditorium 2. The only thing that was found was at the far left chair in the top row of the depressed seating, there was a single expansion anchor which had been installed and the concrete was spelled out around the anchor, The plate for the seat That was being anchored had a gap between the plate and the concrete at that anchor. The adjacent anchor Had been tightened enough to bend the plate. The anchor which had a gap between the plate and the concrete was stripped out and could have been a potential cause for the sound that was heard although it is Not possible to tell at what point the anchor became in the condition found. 3) Visual inspection was made of the out outside of the theater shell, the parking area and sidewalk surfaces adjacent, and the theater roof to identify any potential deflection and or any cracking that could be seen. The result of this inspection revealed none to be seen at this time. To the best of my knowledge, the above WAS ID / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirements. Technician George Naill / Kathy Gordon Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r. 2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in my format without the written permission of the client and Krazan & Associates. & ASSOCIATES, INC. GEOTECHNICAL ENGINE.it) NG • ENVIRONMENTAL ENGINEERING CONSTRUC"'.N STING & INSPECTION O January 6, 2009 r / ' c ~~ KA No. 066 -07283 ,4 F �' ate Permit No. D07 -258 ` i o n Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, 0 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from December 24, 2008 through January 2, 2009. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. amuel H. Hyatt Project Manager Puyallup Division CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 072713 DFR Template � FIELD a &A. S O C I A T E S, I N C. REPORT NO.: 7283DFR122408-gn GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12 -24-08 CONTRACTOR: Baley Construction PROJECT #: 066 -07283 PROJECT: AMC Theater ( Auditorium 13) LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER: S.H.H Structural Steel PERMIT NO. 007 -258 INSPECTOR: George Nail! JURISDICTION: City of Tukwila Arrived on site as requested to perform structural steel inspection to investigate connections for possible failure as requested by the contractor and the City of Tukwila building department. 1) Arrived on site and met with the general contractor superintendent Al Berg. WEATHER: Indoor TEMP: 71 F 2) Gained access to the support framing space for the seating in theater Auditorium 13 visual inspection of all connections visible from crawl space and through ceiling grid revealed no apparent damage to the structure. All welds and bolts that were visible were visually inspected and found to be sound at this time. 3) The results of this inspection were verbally relayed to Al berg of Baley construction AMC management and by telephone to city of Tukwila Building inspector Bob Benedicto. I Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20-07 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 client and Krazan & Associates. ea - KraZall_&ASSOCIATE S, I N C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 -2 -09 PROJECT #: 066-07283 PROJECT: AMC Theater ( Auditorium 2, 15 ) LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 7283DFR010209 -gn CONTRACTOR: Baley Construction PERMIT NO: D07 -258 INSPECTOR: George Naill / Kathy Gordon JURISDICTION: City of Tukwila WEATHER: Indoor TEMP: 71 F Structural Steel Arrived on site as requested by Westfield and AMC Theater to select 2 random theater auditoriums for further evaluation to determine if any other theater auditoriums had loose epoxy anchors as was observed in auditorium 13. 1) Met with Baley construction representative and AMC Theater manager for access to the 2 theater auditoriums. The 2 theater auditoriums that were selected were 2 and 15, Inspection results are as follows. 2) Auditorium 2 visual inspection of all steel welded and bolted connections as well as epoxy anchors for the first riser plate were found to be complete and in good condition at this time with no loose or broken bolts and no broken welds found. 3) Auditorium 15 visual inspection revealed all welded and bolted structural connections to be complete and in good condition at this time. No loose or broken bolts or broken welds found at this time. With exception to the epoxy bolts for the first riser plate were loose and in need if tightening. And the far south riser beam there was gapping noted in the shim plates used for the welded connection of the beam to the slab embed. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulatory requiremeVbc Superintendent/Representative: Technician George Naill / Kathy Gordon Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 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 client and Krazan & Associates. :.,t y.. INNI. 4111•111.711 aU ' aZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 8, 2008 RECEIVED JUL 1 4 2008 COMMUNITY City of Tukwila DEVELOPMENT Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Regarding: AMC SouthCenter Theatres/Tukwila Tukwila, WA To Whom It May Concern: 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: • Non - Destructive Examination - Visual Weld • Reinforced Concrete 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Yobci, • Proprietary Anchor KA Project No. 066 -07283 Permit No. D07 -258 azan & ASSOCIATES, INC. June 20, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING C TRUCTION TESTING & INSPECTION RECE JUN 30 2008' DEVELOPMEN Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ) k 7,Vb- Kathryn E. Gordon Project Manager Puyallup Division KEG/Id CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila KA No. 066 -07283 Permit No. D07 -258 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template Project No. 066 -07283 Cyl. Code 80670 Pour Date 5/19/2008 Report No. 20798 Weather Clear Jurisdiction City of Tukwila Project AMC Southcenter Theatres Engineer Location 633 Southcenter Parkway Architect Client AMC Realty, Inc. (Construction) Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15am M075 206143 5 67 68 Placement Area Location Pourbacks inside AMC theater #2 Remarks Concrete boom pumped and line pumped. Please refer to field report #82576 Inspector Mike H. Preciado Laboratory Data Contractor Bayley Construction Permit No. D07 -258 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 598 F. Ash lbs. C. agg. lbs. 1 1650 1660 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1652 Water lbs. 314 292 Air Ent. (oz) Poly 36oz 36oz Glen 18oz 1 8oz Other (oz) Other (oz) Water Added on Job (gals.) 20 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 X ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80670 -1 5/27/2008 7 4.011 12.64 45150 3,570 TN 80670 -2 6/16/2008 28 4.012 12.64 62835 4,970 MT 80670 -3 6/16/2008 28 4.012 12.64 60735 4,800 MT 80670 -4 H 80670 -5 80670 -6 80670 -7 80670 -7 Remarks Results Reviewed By Ke6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/17/01 The Intonation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format wthort the wlttten perrnissbn of the dent and Krazan & Acaoce f azar1 & ASSOCIATES, INC. June 13, 2008 RECEIVED 'JUN 3 0 2008 Mr. Kerry St IUNUY AMC Realt}� p�tl�RJ�st action) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kl GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila KA No. 066 -07283 Permit No. D07 -258 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template , Project No. 066 -07283 Cyl. Code 80627 Pour Date 5/12/2008 Report No. 21162 Weather Indoor Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:30am M048 205741 5 67 52 Placement Area Location Stairs & landing @ theater # 14 & 15 Remarks Concrete placed by boom pump w/ extra 100'+ hose. Please refer to field report #82938 Inspector Mike A. Preciado Laboratory Data Jurisdiction City of Tukwila Engineer Architect Contractor Bayley Construction Permit No. D07 -258 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597.5 F. Ash lbs. C. agg. lbs. 1 1650 1660 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1624 Water lbs. 262 243 Air Ent. (oz) MB Po1y997 36oz 36 Glen 18oz 18.4oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 80627 -1 5/19/2008 7 4.018 12.68 65490 5,160 1 MT 80627 -2 6/9/2008 28 4.003 12.59 75410 5,990 1 TN 80627 -3 6/9/2008 28 4.003 12.59 77450 6,150 1 TN 80627 -4 H 80627 -5 80627 -6 80627 -7 80627 -7 Remarks Results Reviewed By K Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 5111/04 The Ytormation provided on this report is prepared for the 'occlusive use of the client. This report may not be reproduced h any format without the written permission of the clam and Krazan & Aesoct �:9 Krazat'1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING RECEIV NSTRUCTION TESTING & INSPECTION June 9, 2008V u IJ Dear Mr. Stanley, KEG/k1 Kathryn E. Gordon Project Manager Puyallup Division JUN 18 2008' COMMUNITY pPMEt1T Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila KA No. 066 -07283 Permit No. D07 -258 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template P roject No. 066 -07283 Cyl. Code 80599 Pour Date 5/7/2008 Report No. 21305 Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Engineer Architect Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:17am M076 205479 5 61 48 Placement Area Location Theater #12 Remarks Placed by boom pump. Consolidated by vibrator. Please refer to field report #82398 Inspector Joe Bauduin Laboratory Data Test Date 80599 -1 5/14/2008 80599 -2 6/4/2008 80599 -3 6/4/2008 80599 -4 80599 -5 80599 -6 80599 -7 80599 -7 Remarks �,/ Results Reviewed By /7 Cyl. Code Codes for Break Types: Design Strength 5,000 @ 28 days Field Max. Comp. Cure Age Dim. Area C.F. Load Str. (psi) 7 4.01 12.63 55550 4,400 28 4.011 12.64 77745 6,150 28 4.011 12.64 78070 6,180 H Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597 F. Ash lbs. C. agg. lbs. 1 1650 1664 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1630 Water lbs. 211 130 Air Ent. (oz) MB Poly997 36 oz 36.4 Glenium 18 oz 18 oz Other (oz) Other (oz) Water Added on Job (gals.) 21.6 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Tested Break Set# By Type MT MT MT Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non- Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/04 The Information provided on this report is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the writes emission of the dent and Krazan & Assoc!: cZ & ASSOCIATES, INC. June 2, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED JU!0C2C3 CoMMUNiTV DEVELOP 4 NT Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/k1 CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila KA No. 066 - 07283 Permit No. D07 - 258 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template Project No. 066 -07283 Cyl. Code 80581 Pour Date 5/2/2008 Report No. 20294 Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Inspector Steve Taylor Sr. Laboratory Data Engineer Architect Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:02am M076 205250 6 64 57 Placement Area Location Stadium seating @ Auditorium #13 Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #80357 30/61 cy Design Strength 4,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 534 F. Ash lbs. C. agg. lbs. 1 1650 1696 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1660 Water lbs. 314.4 286 Air Ent. (oz) MB Po1y997 36oz 36.4oz Glenium 18oz 18oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80581 -1 5/9/2008 7 4.012 12.64 55475 4,390 1 MT 80581 -2 5/30/2008 28 4.012 12.64 70220 5,560 1 MT 80581 -3 5/30/2008 28 4.012 12.64 72050 5,700 1 MT 80581 -4 H 1 80581 -5 80581 -6 80581 -7 80581 -7 Remarks Results Reviewed By Ir a Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non- Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision Effective Date 5111/04 The Womitlon provided on this report is prepared for One exduelve use of the dent This sport may not be reproduced in any format without the wren permkdon of the dent and Kraran & Aseodi Krazar1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 2, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 27, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. KEG/kl Kathryn E. Gordon Project Manager Puyallup Division CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 OFR Template Krazan & Associates, Inc. REPORTNO.: 4681 DATE: S/z /D8 PROJECT t. AP-3 PROJECT: r, .r , • LOCATION: G 3 c rQ rrifiC %.rE.t' .244ll wpy KRAZAN PROJECT MANAGER' Iev GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION (4 ) /4 )d G X Jic /WSJ •'o e ff /YT.r CONTRACTOR: BAMf j° PERMIT NO' Po k' INSPECTOR: �i441Es S/ilN0 JURISDICTION: 4.1 Ire.A" !i/g57. WEATHER: /Yeeri0y Serving the Western United States i %FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. .V.T. item(s) inspected: A .61)J7A A/A/ air,' W2 lfr.H/ /ff,', Rr.s X47' le/s, "7 3R /.0 le•ex 3,39' J•ei - se o sos o e TEMP: 3"0 0 Position: FLAT VERITCAL HORIZONTAL OVERIiE Er—Filler Metal: e74r a Process: SMAW EcALA/... GMAW SAW ❑ Other: g Weld Type: FILLET C.P. P.P. PLUG . Other: A' /ARE 2M I Weld Size 3/16" ,1� 5/16" 3/8" ❑ Other: ▪ Codes: AA. §,,, AISC TITLE 21 TITLE 24 UBC ASME To the best of my knowledge, the above AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: £,,1144 This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision t Effective Date: 11/15/07 The information provided in 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 client and Krazan & Associates. r; & ASSOCIATES, INC. Dear Mr. Stanley, Kathryn E. Gordon Project Manager Puyallup Division KEG/kl GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 27, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 93371 • (253) 939-2500 • Fax: (253) 939 -2556 0 i383 Break Template RECEIVED 1 .ITI 02 2008 COMMUNITY DEVELOPMENT Project No. 066 -07283 Cyl. Code 80627 Pour Date 5/12/2008 Report No. 21162 Weather Indoor Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Jurisdiction City of Tukwila Permit No. D07 -258 Engineer Architect Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:30am M048 205741 5 67 52 Placement Area Location Stairs & landing @ theater # 14 & 15 Remarks Concrete placed by boom pump w/ extra 100'+ hose. Please refer to field report #82938 Inspector Mike A. Preciado Laboratory Data Codes for Break Types: Reported Batch Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80627 -1 5/19/2008 7 4.018 12.68 65490 5,160 1 MT 80627 -2 6/9/2008 28 1 80627 -3 6/9/2008 28 1 80627 -4 H 1 80627 -5 80627 -6 80627 -7 80627 -7 Remarks , y�7 Results Reviewed By �i2 %` / ' Date Reviewed 044-) 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/1210a 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 mitten permission of the client and Krazan 8 Assod+ 4MINVIIHOZa•:er a =: ss� ®a.Z w *t .n: Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597.5 F. Ash lbs. C. agg. lbs. 1 1650 1660 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1624 Water lbs. 262 243 Air Ent. (oz) MB Poly997 36oz 36 Glen 18oz 18.4oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Project No. 066 -07283 Cyl. Code 80670 Pour Date 5/19/2008 Report No. 20798 Weather Clear Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Engineer Location 633 Southcenter Parkway Architect Client AMC Realty, Inc. (Construction) Contractor Bayley Construction • Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15am M075 206143 5 67 68 Placement Area Location Pourbacks inside AMC theater #2 Remarks Concrete boom pumped and line pumped. Please refer to field report #82576 Inspector Mike H. Preciado Laboratory Data Codes for Break Types: uw.w�sa,m� .ate: ,a• zssT INIMINIZIWAIMMINIsaK - `v .'a1m1Mies• 1: Cone Reported Batch Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 5112/Or The information provided on the 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 client and Krazan S .4ssocr Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 598 F. Ash lbs. C. agg. lbs. 1 1650 1660 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1652 Water lbs. 314 292 Air Ent. (oz) Poly 36oz 36oz Glen 18oz 1 80 Other (oz) Other (oz) Water Added on Job (gals.) 20 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 X ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80670 -1 5/27/2008 7 4.011 12.64 45150 3,570 TN 80670 -2 6/16/2008 28 80670 -3 6/16/2008 28 80670 -4 H 80670 -5 80670 -6 80670 -7 80670 -7 Remarks Results Reviewed By f Date Reviewed S- a 6 _08 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Test Results Conforming Non - Conforming 1511111. 411211/111 aZan GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERINGGy..,, at+( CONSTRUCTION TESTING & INSPECTION 13r*w ' >' °PANT May 27, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 12 through May 19, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila & ASSOCIATES, INC RECEIVED PO 0 2008 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 0 7283 DER Tnnpl:ur �r azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER:NG CONSTRUCTION TESTING AND iNSPECT'CN DATE: /2 - ,e96 PROJECT #: 4 & &'" 0 72 8 3 PROJECT: ABC_ 7 ; 7 - 5 LOCATION: 6a5- KRAZAN PROJECT MANAGER: 5 AT 7 2a A-) ./p e - 0 l_.�AX'„aER7'- pL04 ; c- ot,J7 --- ,, ,2._ 574 i,es Lei N D LNfi S 5`' EN 7 -2.44% te. A-L/L /Oh* S 74-7 7'/''' P ' LLD c.`% i L/ C-, / 6 t T,,-�9 -- �- —et /21 2 STSilas --- /5.077-.0.4- .1 5 lit e-- ) e C 77/6"74 #` /¢ — - '5j'■4-.,e 5 ~1k.1/7 L- A--4. c) 4 0,e,...---,e_) 7' � ' C! 7'` /4 ' — 5 7?f ii S i a79p 5i L* Al o / A)4 ( rte -..../="12-- ) r -Ar 2 ‘- a. 4- . 4 w 724.--71-7 #_ 3 -- a. A. Tx. ,0 w, -`e- ,t.) y 7- ,2 l 5 7-,4ie,, (4," ¢ - 1.,4•uo "tee, (44.3: A S • (i"," L✓q.moo".) - J 727/ -7cr 1` 4 7 L it L_,e ' - 5 l Ca,.CAav 6 de:7n6: ��r op a/ y w,eoS / cC eZ4 T //4 - - z V�/1OS h d-'e r` A44 Cy.----- .A's'p e fr/ Cn." Cevc./2.. --Tc. 51 /3c 1 /3n ;�v, E ' ri' WET, 1 ,/ /1'C$.1 C A - 7? - .J r v.t;5 /c2e / f- (? Po "7-9 exave, , ,', - 7.-� cc/ t�sT sr .c3T--- ) - "Iee( /7 e. 7ZzA 0:1-s �..e � t? �/ , .t 5/6 .ci C% 75 5 c' "" / i_� v / / 777/ /‘ # 1/G 2 // -- Equipment/Asset Number(s): To the test of my knowledge: the abov WA5 - NAS NOT performed !r accordance with the approved plans, specficatiens, and regulator" -eauiremen's Superintendent /Representative :501 Field Rer,o.r.;lie• CONTRACTOR: /--' Gc y vrL JURISDICTION: 71.44.1-4-'/Z-44 PERMIT #: 2707 — 2 5" INSPECTOR: /s A- / WEATHER: /.v 0002 TEMP: "V-r1 G 0.2 _ C. ez 4 1 4 4.. N Technician: Serving the Western United States FIELD REPORT NO: Re"i. icn 12�= ....7.3. K azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGNEER;NG CONSTRUCTION TESTNG AND INSPECTON DATE: PROJECT #: PROJECT: WC_SaaACENISTek LOCATION: ‘33 SCATPACO`rWe. PaMP 1 / 4\ ( KRAZAN PROJECT MANAGER: 1( cM SIAE, Fo SPZatsk, SqL11n1\) 0C- ESIV.EL AND coNrf r Fo4 1-0\ (Z- STIES TOtE,KCIE "2 1 4. 1 5, 1 1 / 4 -k-tL RPOR M_so , C\-kEQMS) T - De- ()) 1%.kSkA Mk \ liv-Puticc nsi,&n PLAcuvnic o 10 `NM 6F 5 - wo Fs4- 3oPOact N tics,u;s C Ct vos‘cc..0 7a\. i f 5 MM ?'J \-1- ?VA \\AACWW-M\A 1 ■_._vi\A9 5" TErvwEepirocE-g \QN kl,U\IHN -pc) p.,LLJ);\)_s tsk-cybc1 - M - cock - KIK, 1 Am\ coNs CAST (4) SPicKt) s MIAMs 1 1.-ta - ces - vNAcT. Utt FOQ- 1SNICA C_Qtz(Leqc Cokruk V c , 7L1 S G - U7N3-QM Equipment/Asset Number(s): To he test of my knowledge the ado •••••••• Superintendent/Representative: Technician: CONTRACTOR: WcIk_S? FIELD REPORT NO: I 0 JURISDICTION: - VA...\1•4LA ) *Pr PERMIT #: D(5 INSPECTOR: ivagE R ?2.cc4poo WEATHER: C.Ztte TEMP: WAS NOT c. n accordance with the approved plans, specifications, and regulator, requirements. Serving the Western United States f)ricz4Z Rtvi,oto & ASSOCIATES, INC. May 16, 2008 Dear Mr. Stanley, Kathryn E. Gordon Project Manager Puyallup Division KEGrkI GEOTECHNICA����FF.. ERING • ENVIRONMENTAL ENGINEERING �6 Ri�nnt ION TESTING & INSPECTION MAY 22 2006 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 7, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila QQMMUNITTY DEVELOPt4Et11T Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 117233 DFR �•.mpinle 4d5Wrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER'NG CONSTRUCTION TEST AND INSPECTION DATE: 5- n - O PROJECT #: C 6 ko - O a91 PROJECT: I nn C LOCATION: c en ear14.1-1C1 KRAZAN PROJECT MANAGER: S'1 -}- 9_ Ce.cl jeS k " eerl=wrIAA SpecAckl 0 F CP t,,l Forct49 g ±e �1 c� - t iS, 41 b / Gt 1.L c For S 4 S c c 1 a,.1a 1-35'S �C7 � � ec.A.Qr i-9 , c1..� -- i a i i 6• 0-Nec.16-8 �.I ■ C o r\4 c--!or a,1 c� ('eJ'� t�.t cc� arpro -te..d eta/NS , Ch ef-t c_3150,-cto.1D S-teck. 471.\., 0 ,4 1 Lc•A:10 s - � e r V- c.A•A % 0- Co n t.-ur05 t- r a ce -± -- 5 a ar- S o E C onc..re-{e_ C 00p -1 OccAlorl5• Sampte_s -- • were_ Ca4 CPIAAore.S5;' S-c rte.,, c)-t r.. Acs -ES . See- c)2 - 13 o k=- Equipment/Asset Number(s): To the test of my knc'Medge, the abc Superintendent /Representative FIELD REPORT NO: 6Z" CONTRACTOR: 11/-) JURISDICTION: rj IC t.,•1 Y PERMIT #: Vorl as� INSPECTOR: lJ Oe_ WEATHER: O 1 t CASt TEMP: S p WAS NOT performed In accordance with the approved plans, specifications, arc edulator regwremgttp J 4C Serving the Western Lnited States the nnrrat..n .jr _. h.. a. „r.., 'm.. r:ie jilt ti ttle :ent. nu: •ct x reprrwt,cru n ar .:'.mist enrol 'he wr:r, n f �sa • %Ma. MK wary May 16, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kI GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila azan & ASSOCIATES, INC. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 983T • (253) 939 -2500 • Fax: (253) 939 -2556 07283 y -eak - Femplaie Project No. 066 -07283 Cyl. Code 80599 Pour Date 5/7/2008 Report No. 21305 Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Engineer Location 633 Southcenter Parkway Architect Client AMC Realty, Inc. (Construction) Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Inspector Joe Bauduin Laboratory Data 80599 -2 6/4/2008 80599 -3 6/4/2008 80599 -4 80599 -5 80599 -6 80599 -7 80599 -7 Remarks Results Reviewed By Codes for Break Types: 1■7 '■11E3IMMI■cr »M 0 7:1MM s>aEWrtNINIDINIP. _ AIIIIIIIco.. S rS. i!tr , Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:17am M076 205479 5 61 48 Placement Area Location Theater #12 Remarks Placed by boom pump. Consolidated by vibrator. Please refer to field report #82398 28 28 H CYLINDER REPORT Plant No. 201 Site Mix Reported Batch Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Date Reviewed Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Revision 3 EffectIe Date 5112/04 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 chord and Krazan & Associ: Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597 F. Ash lbs. C. agg. lbs. 1 1650 1664 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1630 Water lbs. 211 130 Air Ent. (oz) MB Po1y997 36 oz 36.4 Glenium 18 oz 18 oz Other (oz) Other (oz) Water Added on Job (gals.) 21.6 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80599 -1 5/14/2008 7 4.01 12.63 55550 4,400 MT Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Test Results Conforming Non- Conformin'j Project No. 066 -07283 Cyl. Code 80457 Pour Date 4/18/2008 Report No. 232, — Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Engineer L ocation 633 Southcenter Parkway Architect Client AMC Realty, Inc. (Construction) Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Inspector Mark Bush Laboratory Data Codes for Break Types: ra -a1112=15rr c, r - -.t — CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:45am M091 204416 6 60 45 Placement Area Location AMC theaters 2, 3, 4, 5, 7, 6 Remarks Please refer to field report #77808 Design Strength 3,000 @ 28 days Reported Batch Data Design Actual Weights Weights Mix No. 0750063 Cem.lbs. 600 600 lbs F. Ash lbs. C. agg. lbs. 1 1650 1660 lbs C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1581 lbs Water lbs. 262 234 lbs Air Ent. (oz) Poly 36oz 36oz Glen 18oz 1 80 Other (oz) Other (oz) Water Added on Job (gals.) 16 gl Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80457 -1 4/25/2008 7 4.003 12.58 55965 4,450 2 SS/TN 80457 -2 5/16/2008 28 4.02 12.69 70260 5,540 2 SS 80457 -3 5/16/2008 28 4.02 12.69 69960 5,510 2 SS 80457 -4 H 80457 -5 80457 -6 80457 -7 80457 -7 Remarks Results Reviewed By t Date Reviewed 2 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effect!... Date 5112Ak 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 client and Krazan & Assoc: Project No. 066 -07283 Cyl. Code 80458 Pour Date 4/18/2008 Report No. 23233 Weather Overcast Jurisdiction City of Tukwila Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) liamassassurnemmir Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Engineer Architect Contractor Bayley Construction Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00am M092 204396 4 75 45 Placement Area Location AMC theaters 2, 3, 4, 5, 1, 8, 7, 6 Remarks Contractor add 32oz of Super to load. Note: Water & super added @ 70min old. Late start time. Please refer to field report #77808 Inspector Mark Bush Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80458 -1 4/25/2008 7 4.003 12.58 58645 4,660 1 SS/TN 80458 -2 5/16/2008 28 4.02 12.69 77365 6,100 1 SS 80458 -3 5/16/2008 28 4.02 12.69 79645 6,280 1 SS 80458 -4 H 1 80458 -5 80458 -6 80458 -7 80458 -7 Remarks Results Reviewed By K& Date Reviewed Codes for Break Types: 111:0111Millir, If "I Reported Batch Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/1210 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 Via written permission of the client and Krazan & Assod: Permit No. D07 -258 Design Actual Weights Weights Mix No. 0750063 Cem.lbs. 600 597 lbs F. Ash lbs. C. agg. lbs. 1 1650 1652 lbs C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1578 lbs Water lbs. 262 231 lbs Air Ent. (oz) Glen 18 oz 18 oz super 32 oz 32 oz Poly 36.2 36 oz Other (oz) Water Added on Job (gals.) 23 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other L X Results X Conforming Non - Conforming r. . = SIUSPIR— 11104111 ISM Mal ~II NIAMI 01.111 May 1314tbEIVED MAY 16 2008 COMMUNITY Mr. Kerry a AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 Dear Mr. Stanley, a z a " 1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA KA No. 066 -07283 Permit No. D07 -258 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. e ;6,,,, e 0,„___ Kathryn E. Gordon Project Manager Puyallup Division KEGlki CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Templaie Project No. 066 -07283 Cyl. Code None Pour Date 3/31/2008 Report No. 23305 Weather Clouds Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Inspector Laboratory Data Remarks Results Reviewed By ffe Engineer Architect Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00am M018 203198 7 56 42 Placement Area Location SOD Theater #9 Remarks Concrete placed using pump truck. Please refer to field report #82013 Reported Batch Data Design Actual Weights Weights Mix No. 04500G3 07500G3 Cem.lbs. 6600 6565 F. Ash lbs. C. agg. lbs. 1 18150 18000 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 18240 18160 Water lbs. 1712 1758 Air Ent. (oz) Glenium 2000Z Po1y997 400oz Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type SAMPLES DESTROYED IN FIELD Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +/ 8% Form 03101 Revision 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 client and Krazan & Associates. Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Result Conforming Non - Conforming Project ►7o. 066 -07283 Cyl. Code 80390 Pour Date 4/9/2008 Report No. 21275 Weather Clear Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Inspector Joe Bauduin Laboratory Data Engineer Architect Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:28am M132 203725 5 58 40 Placement Area Location Theater #7 Remarks Placed by boom pump to hose, consolidated by vibrator Please refer to field report #82696 Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597 F. Ash lbs. C. agg. lbs. 1 1650 1647 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1650 Water lbs. 252 252 Air Ent. (oz) Admixture 36oz 36oz Glenium 18oz 17oz Other(oz) Other (oz) Water Added on Job (gals.) Design Strength 5,000 @ 28 days Date Specimens Rec'd. Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80390 -1 4/16/2008 7 4.012 12.65 68600 5,420 1 MT 80390 -2 5/7/2008 28 4.012 12.62 81350 6,450 1 MT 80390 -3 5/7/2008 28 4.012 12.62 84048 6,660 1 MT 80390 -4 H 1 80390 -5 80390 -6 80390 -7 80390 -7 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +1 8% Form 03101 Revision 3 Effective Date 5/12/04 The information provNed 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 client and Krazan & Assoc: Project No. 066 -07283 Cyl. Code 80581 Pour Date 5/2/2008 Report No. 20294 Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Engineer Location 633 Southcenter Parkway Architect client AMC Realty, Inc. (Construction) Contractor Bayley Construction Field Data Concrete X Supplier Miles Inspector Steve Taylor Sr. Laboratory Data Other :w+01•111: nv - . :ate- SINIUN:Wc.,,,Vau.:..0 +�asarr r. wf M, a15. CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:02am M076 205250 6 64 57 Placement Area Location Stadium seating @ Auditorium #13 Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #80357 30/61 cy Design Strength 4,000 @ 28 days Cyl. Test Field Max. Comp. Code Date Cure Age Dim. Area C.F. Load Str. (psi) 80581 -1 5/9/2008 7 4.012 12.64 55475 4,390 80581 -2 5/30/2008 28 80581 -3 5/30/2008 28 80581 -4 H 80581 -5 80581 -6 80581 -7 80581 -7 Remarks Results Reviewed By /rec. Date Reviewed Reported Batch Data Date Specimens Rec'd. Tested Break Set # By Type 1 MT 1 1 1 • Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C - 39 +1 8% Rom 03101 Revision 3 Effective Date 5/12/0z 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 'mitten permission of the client and Krazan & Assoco Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem. lbs. 600 534 F. Ash lbs. C. agg. lbs. 1 1650 1696 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1660 Water lbs. 314.4 286 Air Ent. (oz) MB Poly997 36oz 36.4oz Glenium 18oz 18oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming IMAM PA 11111■111 p- /( Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, re an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 13, 2008 KA No. 066 -07283 Permit No. D07 -258 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 1 through May 2, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. KEG /k1 Kathryn E. Gordon Project Manager Puyallup Division CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 i172.1(3 DER Tanptasr aZarl &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5-1 -08 PROJECT #: 066-07283 PROJECT: AMC Theater LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER: K.E.G. El STRUCTURAL STEEL El FIELD / SHOP WELDING ® V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Item(s) inspected: Theater seating framing Theater Seating Decking attachment and nelson studs Location: Auditorium 16 El Welder qualification /certification verified for. Position: El El El El FLAT VERTICAL HORIZONTAL OVERHEAD El Filler Metal: E71T -8, E6022 Process: ❑ El ❑ ❑ ❑ SMAW FCAW GMAW SAW Other: Weld Type: ® ❑ ❑ ❑ ❑ FILLET C.P. P.P. PLUG Other: Weld Size ® El ❑ ❑ ❑ 3/16' 1/4" 5/16' 3/8' Other: Codes: 0 ❑ 0 ❑ ❑ AWS AISC IBC ASME Other ® NOTES ❑ DISCREPANCIES ❑ % COMPLETE Visual inspection revealed welding and bolting and deck attachment to be complete per plans and AWS D 1.1 -06 Manufacturers recommendations and RCSC rev. 2000 ASTM Test #: To the best of my knowledge, the abov Superintendent/Representative: Previously verified WELDING INSPECTION REPORT NO.: 7283SS050108 -gn CONTRACTOR: Baley Construction PERMIT NO: D07 -258 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Indoor Equipment/Asset Number(s): WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme, Technician: George Neill Offices Serving the Western United States Revision 2 05104 Welding Inspection Report.doc Effective Date 1;7/08 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 client and Krazan & Associates. TEMP: 70 F I(I 3Z211T1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /wit emge PROJECT #: PROJECT:1;c:1i1^ LOCATION: KRAZAN PROJECT MANAGER: 1Ar4:•a aa r if_ CONTRACTOR JURISDICTION: PERMIT #: 0 .1d INSPECTOR: WEATHER: �� rr Ofra•L eV/ ,IefemtVice /y 736.e al./ FIELD REPORT NO: 8 0 3 5 7 "I' aireke4.4teA4P wo Pri G/ e,,er. ! <t1s f: • • • _ �• /,%'w111PW • % ! L %L i' . /,# /ice u ! • ! i ' . _ ��I � f L /a fig _1i . /.� '1 i,..% i.!i if. _ �.l.�__ /. i.• I ���.- lilt �1ts /*iXe 7 ! e *)L .Ca�r S/Ur. .r:.etli o . 4414.1° ‘ r f zw.44. ipitemeitAytheentepti-- /00"^- / 4124.11- 4)*5)/ A49/6- , 44.r/eAr-ef 4.1 � %/56n,. c." 4rett4e,. 74¢ Arikii/ri Cu�e,�'•+� 14ls1hPA-SPcL VP.A c / / /deer #i c 3 pe, r Arks edovi a K / sd vAt4 (� W7i' r �e0 - G.¢rv_ e rt�ac..,�.�d Ptcr(ove*t I a% i$ . , 4r Atodie. (*awe.: "6" V /�;4m9 r airocce bt e ax aged- G',I -- l • ,6�` eV 5 M;s / , ;,.•'Al �.,; • a - _ - /mil emyl4 ,PI^ �/11. / ���i0' sit -rr ( � Equfpment/Asset Nu6�iffer(s): To the best of my knowledge, the a Superintendent /Representative: Erosion Effective Dare: The information provided on this report is prepared for the exclusive use of the client. This report may -trt be reproduced in anv format without the written permission of 'he ciiem and Krar n k Associates. ISGi P'iria Repur:.aor AS NOT performed .n accordance with the approved plans, specifications, crd regulatory requirem ,44, Techni Serving the Western United States ratan_ & ASSOCIATES, INC. p0 �2 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 28, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/k1 CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila RECEIVED MAY 0 5 2008 COMMUNITY DEVELOPMENT Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template Project No. 066 -07283 weather Overcast Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Inspector Mark Bush Laboratory Data Cyl. Test Code Date 80457 -1 4/25/2008 80457 -2 5/16/2008 80457 -3 5/16/2008 80457 -4 80457 -5 80457 -6 80457 -7 80457 -7 Remarks Results Reviewed By 28 28 H Cyl. Code 80457 Pour Date 4/18/2008 Report No. 23234 Jurisdiction City of Tukwila Permit No. D07 -258 Engineer Architect contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 • Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Tnaldr Ticket # % Air (in.) (F) (F) (pcf) 10:45am M091 204416 6 60 45 Placement Area Location AMC theaters 2, 3, 4, 5, 7, 6 Remarks Please refer to field report #77808 Reported Batch Data Design Actual Weights Weights Mix No. 0750063 Cem.lbs. 600 600 lbs F. Ash lbs. C. agg. lbs.1 1650 1660 lbs C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1581 lbs Water lbs. 262 234 lbs Air Ent. (oz) Poly 36oz 36oz Glen 18oz 18oz Other (oz) Other (oz) Water Added on Job (gals.) 16 gi Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Design Strength 3,000 G 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4.003 12.58 55965 4,450 2 SS/TN Date Reviewed 2 2 2 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C +/ 8% Forth 03101 Revision 3 Effective Date 6112/04 The Monndion provided on this report 6 prepared for the exclusive use of the dent This report may not be reproduced in ery format without the written permission clew dent and Kraran & Assoc Project No. 066 -07283 Cyl. Code 80458 Pour Date 4/18/2008 Report No. 23233 Weather Overcast Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Inspector Mark Bush Laboratory Data Engineer Architect Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00am M092 204396 4 75 45 Placement Area Location AMC theaters 2, 3, 4, 5, 1, 8, 7, 6 Remarks Contractor add 32oz of Super to load. Note: Water & super added @ 70min old. Late start time. Please refer to field report #77808 Design Strength 3,000 @ 28 days Date Specimens Recd. Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 80458 -1 4/25/2008 7 4.003 12.58 58645 4,660 1 SS/TN 80458 -2 5/16/2008 28 1 80458 -3 5/16/2008 28 1 80458 -4 H 1 80458 -5 80458 -6 80458 -7 80458 -7 Remarks Results Reviewed By Date Reviewed 3: Cone & Shear 4: Shear 5: Columnar (Split) Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revbbn 3 Efledtv%Date 6/11/04 The Yrforma0on provided on this report is prospered for the exclusive use 011ie alert This report may not be reproduced in any band without the written perndssbn tithe client and Krum & Assoc* Reported Batch Data Design Actual Weights Weights Mix No. 0750063 Cem. ms. 600 597 lbs F. Ash lbs. c. egg. lbs.1 1650 1652 lbs C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1578 lbs Water lbs. 262 231 lbs Air Ent. (oz) Glen 18 oz 18 oz super 32 oz 32 oz Poly 36.2 36 oz Other (oz) Water Added on Job (gals.) 23 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non- Conforming =- April 28, 2008 KA No. 066 -07283 Permit No. D07 -258 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 27 through April 18, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kl GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila azan & ASSOCIATES, INC. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 072'43 DFR Tanpla;c 'fa ZI IKI' 21.Z21iT1 & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENC-NEERING • ENV'RONMENTAL ENCINEEP,NG CONSTRL:C"ooN TEST'NG AND INSPECTiGN DATE: 3/27 O O PROJECT #: c7 07Z83 PROJECT: dome ?"//CATS LOCATION: JJ crect/7 KRAZAN PROJECT MANAGER: ,z Ncf/o -re e air cr ire 7 /NdPECT /oAr of / C'D/P/1eCT e) l' /fC/ze,P.b,VC "/ 5 C .r?•r'f/JVf ' p.v Ae/cr /T J -Z y -o4' Tlt.ffo e y a - 9/95 / /ow /hag /Trig-7..1 ' e.,t /ri' ?7 , i2 eael/ A 7 , 1 7'0 Zafe E eir131.< (z) 57 /CN !T /e /.d, nee O +C' 'UMW' 7 Z's "V. 72" Ii/e /47 //es ,e /v f Pf/z o2 y ,'/jj to S /�C. li/e /40f 0 T'o F,k/JT //./e (tAr Omea'M/ IWACS / / ,rein -1,4 ww/v. . C;pAe7.e aCTeV a AVy#1,77rve 49,4 7' ' e 7-we ''oNN 77t ' AO //, s� 411/4' X3.3 Vie 4 , 1 % /f/fJ ! ?■eyed - z) 4'o Pk' /f 77/ve 47" 710.a 70 •/ 33 ac /30 (T: f7C•t/ ed o r/dT 7.emwr .oG.p7e f /.vG'. 'e.ei ,AM D COiv - re. 'cra q ,449.0 4 l'!.A r Pl.7f ©"/ JOcrr Ali ,S"/ 7D/t /ZOO pT/DM •R/ �!,/.dP 7 Equipment/Asset Number(s): To the Pest or my knowledge the atov «K''1., ric ar. dud m 'ni r,ort re J / ere-:› WAS NOT performed in accordance with the approved pears, specifications, and regUatory requirem4 Serving the Western 'nited States CONTRACTOR: 2 ' (104 JURISDICTION: 17 72' , VVi/' RJ4 PERMIT #: 7— Z. INSPECTOR: y f ( IP//O WEATHER: exxia/ TEMP36° Technician' FIELD REPORT NO: t> 1 a. .. .� core.... n ,, r, - .at v , 21 he vrarr, 2: w un Krti,n :.-=7r. aZ & Associates, Inc. GEOTECi —KCAL ENGINEERING • ENVIRONMEN ENGINEER' :NG CONSTAL,CTION TEST'NG AND INSPECTION DATE: L-1- I - o 8 PROJECT #: CD 6 - o 3 PROJECT: A( C l h e.,2,-{e r LOCATION: 6 Ssn j k Ce, - zx KRAZAN PROJECT MANAGER: K e , FIELD REPORT NO: I CONTRACTOR: i n '' t JURISDICTION: PERMIT #: r)- INSPECTOR: 2 II(1.)r'-roJ WEATHER: C OJ d —' TEMP: o o s--Fz <'ec(,oeS t o e s v-1 7_- eaSpec,-1/4i0,. -I or bo 1 +'s vtA cc- on -t c s — r o ep 5cz. ALb. X11 So Cei a i,,►Sper.z-E w k) F . iicr; v , ~. 4 .5. C, 1 i,�S�d� cam oZ3 Ol1*S;de C g my •C o 0, ( t �etiJQC� a► p��Je 0 10 sc...1 Cu ,a -lrF -k ' G ka.-t , . -l kolC ct1 c4 V 5��� �1�1� ( -Vii aes 00 tp 1")_10 IS, O M8, rod,o i - +c 1r)ez e - lG,41- aAct S ot s 2,.1s,�:�� �,.�c� c 1ic.cXv ,44 roafJd i { Ao hz so rplwt1 . Equipment/Asset Number(s): To ire best Of my Xr CvdIecg,e r'e coo` . toorTnant. iir rc p, u_ided .his r : ,,r.pdted WAS NOT performed .n 0CCCracrce not,, 't"e occro ied oicrs, Spec car'Ors card regulator/ requrer"'. Superintendent /Representative: I J Serving the Western united States .afec :.._ Dale: Pe er; u,i • 'r : :ri •he .hens. ^.u, .e;alr• n.ry lot x repro IU.ed a VI r .e[ ■J,71, Krazan DATE: 9 / PROJECT #: 066 PROJECT: Ani6 LOCATION: S1 7- Cf lee"? // KRAZAN PROJECT MANAGER: 6 & Associates, Inc. GEOTECHNICAL ENGNEEP.ING • ENVTONMENTAL ENGINEERJ`4G CONSTRUCT:ON TEST ANC INSPECTION / s 77,7 2c7e/r-- / ,7 52" 1,,Iree ../?4eVee,,e s- / 9X.t 3 5 4 9 - 5 ‘-e-es--, /f/ A''2 "C 5- , 7 4 / AO° L / Equipment/Asset Number(s): Superintendent/Representative: G/ -1-+ y/2 FIELD REPORT NO: CONTRACTOR: 4e JURISDICTION: e f.,„ c, 7 72 € A'ci■■ //' . PERMIT #: Do 7 - INSPECTOR: WEATHER: Technician: Serving the Western United States TEMP: . 3 t ,3 7 /..."9-4_2:2,.,___LI__c_.=____- _ ,e__ , ,--- ' 4 riiiti - Az+, 7:14I( 2 7 2 3 3 , /igeziesi, ,6 a 5:z. , -0.- - w4e , / 4 3/ /to? i-t/ ..i. ,..5 7.-r./.72‘ ■9/,- ..-4 1-1--t 7 --- To te best of my kraMedge, the ato WAS NOT performed , n accordance Ailth The cperaved glens, specifications, cre , eguictcry requirerne, Dite 5. elite. 25.r.,5 preplred 'cr ht _tient Er, report •in• -epr in 'orma! v•thcur , ne tr,Itell perm., n :2-Te hent au! :C,Lan °- 4 .Zan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 60110F PROJECT #: O(, " 0 7z2 �3 PROJECT: _ANCAVEZ57; MALI LOCATION: S011i6/et/YT _' J1ALL BLVD, KRAZAN PROJECT MANAGER: ge Position: FLAT g Process: SMAW B. Weld Type: 511 Weld Size Superintendent/Representative: ,.r, -.dci .h VERITCAL C.P. v.d'r.r .`.� GMAW P.P. 5/16" .a :he h en[. Technician: REPORT NO.: r CONTRACTOR: �FIYLEY PERMIT NO: -8O1=2- J 7 INSPECTOR: 4f 5 7 4Nr/ /VD JURISDICTION: Q(ZT__EA k/- 4 WEATHER: Cl%YL'05 TEMP: 4/5'F FIELD ❑ SHOP WELDING E M.T. n P.T. V.T. item(s) inspected: i-7/4LET 14'ELO /ww OF ,$U /LT - VP W f369M i"OR E,SCALATDR 5I, 2' F'EN�J'RA7ldN /.v f/ 'N A.PEA, SPACE J4 irxw PR /O' OVERHEAD X Filler Metal: E /7"-S SAW ❑ Other: PLUG r Other: 3/8" u Other EL Codes: � AISC TITLE 21 TITLE 24 UBC ASME WCAw de -6 l/E) APP,4, )EZ S4TISFMCTORY AS PEA° ALV,$ v/, / W .S,k - C e1i 70F REP"/S /nN e1 4 i // 7/d '. To the best of my knowledge, the abovq'WASJ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements. Serving the Western United States This field report indicates our inspector's observation and testing results based on he site condition and ocrtracter's acticrties. This rformation Is subject to •eview onor [e final sub•- + ta'i By signing this retort, our inspector does not accept - escorsibiltty for validity of resuits Some 'rformation or this report has beer proi,lideO oy others or site. ,,....c .parr. <; at & ASSOCIATES, INC. April 21, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. r a4vp--S6 , 544 1, 7 , Kathryn E. Gordon Project Manager Puyallup Division KEG/kl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila KA No. 066 -07283 RECEiyE APR 3 0gpp g D P AteNT Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template Project No. 066 -07283 Weather Rain Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Field Data Concrete X Other Supplier Miles Inspector J. Maggard Laboratory Data Cyl. Code 80217 Pour Date 3/14/2008 Report No. 20418 Jurisdiction City of Tukwila Permit No. D07 -258 CYLINDER REPORT Plant No. 201 Site Mix Engineer Architect Contractor Bayley Construction Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) M091 202264 6 40 Placement Area Location Auditorium #6 Remarks Concrete was placed using pump truck. Please refer to field report #81844 Design Strength 5,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 6000 5960 F. Ash lbs. C. agg. lbs. 1 16583 16640 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 16826 16720 Water lbs. 1230 1227 Air Ent. (oz) Glenium 1800Z Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80217 -1 3/21/2008 7 4.014 12.62 54380 4,300 MT 80217 -2 4/11/2008 28 4.013 12.65 69970 5,530 MT 80217 -3 4/11/2008 28 4.013 12.65 63830 5,050 MT 80217 -4 H 80217 -5 80217 -6 80217 -7 80217 -7 Remarks Results Reviewed By ,t Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revision 3 Effective Date 5/12/04 The infonnefbn provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced 1n any format vAhout the written per dssbn of the dent and Wean & Assoc* Project No. 066 -07283 Cyl. Code 80251 Pour Date 3/20/2008 Report No. 20278 Weather Clody /Lt Rain Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Engineer Architect Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:25am 76 202597 7 61 42 Placement Area Location Auditorium #3 enty deck Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #78121. Inspector Steve Taylor Sr. Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 596 F. Ash lbs. Pea #8 lbs.1 1620 1648 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1572 Water lbs. 314.4 278.8 Air Ent. (oz) MB Poly 997 36oz 36oz Glenium 1802 1802 Other (oz) Other (oz) Water Added on Job (gals.) 25 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80251 -1 3/27/2008 7 4.007 12.62 59260 4,700 1 MT 80251 -2 4/16/2008 28 4.012 12.65 79575 6,290 1 MT 80251 -3 4/16/2008 28 4.012 12.65 80055 6,330 1 MT 80251 -4 H 80251 -5 80251 -6 80251 -7 80251 -7 Remarks Results Reviewed By 9`iV1 Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 6/12/04 The i forrnetlon 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 client and Krazan 6 Assoc Project'No. 066 -07283 Cyl. Code 80390 Pour Date 4/9/2008 Report No. 21275 Weather Clear Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Engineer Architect Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:28am M132 203725 5 58 40 Placement Area Location Theater #7 Remarks Placed by boom pump to hose, consolidated by vibrator Please refer to field report #82696 Inspector Joe Bauduin Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80390 -1 4/16/2008 7 4.012 12.65 68600 5,420 1 MT 80390 -2 5/7/2008 28 1 80390 -3 5/7/2008 28 1 80390 -4 H 1 80390 -5 80390 -6 80390 -7 80390 -7 Remarks Results Reviewed By 66 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 5/12/04 The Wonne0on provided on this report is prepared for the exclusive use of the d ienL This report may not be reproduced In any format without the written permission of the Went and Weran & Assort APa Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 597 F. Ash lbs. C. agg. lbs. 1 1650 1647 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1650 Water lbs. 252 252 Air Ent. (oz) Admixture 36oz 36oz Glenium 18oz 17oz Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming `AKICaZa1Z. & ASSOCIATES, INC. April 21, 2008 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections. for the above - referenced project. The inspections were performed by our inspectors from April 11 through April 14, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/Id GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Special Inspection AMC Southcenter Theatres Tukwila, WA CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila RECEIVE APR. 3 0;2009 p � NIrY ... k. MEN . Offices Serving The Western United States KA No. 066 -07283 Permit No. D07 -258 APR u 2008 �EL O P /VjEN T 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07281 DFR Template DATE: 4 -11-08 I(I 1Z3 . r1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-07283 PROJECT: AMC Theater LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER K.E.G. El STRUCTURAL STEEL ® FIELD j)SHOP WELDING ® V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Item(s) inspected: Theater seating framing Theater Seating Decking attachment and nelson studs Location: Auditorium #12, 13 El Welder qualification /certification verified for Position: Process: Weld Type: Weld Size Auditorium # 13 Previously verified WELDING INSPECTION REPORT NO.: 7283SSO41108 -gn CONTRACTOR: Baley Construction PERMIT NO: D07-258 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Indoor 123 121 123 123 FLAT VERTICAL HORIZONTAL OVERHEAD El Filler Metal: E71T -8, E6022 Offices Serving the Western United States ASTM Test #: To the best of my knowledge, the WAS)WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem4t Superintendent/Representative: Technician: George Neill Revision 2 05104 Welding Inspection Report.doc Effective rate: im'os 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 client and Koine & Associates. TEMP: 70 F ❑ 0 ❑ ❑ u SMAW FCAW GMAW SAW Othe El ❑ ❑ ❑ ❑ FILLET C.P. P.P. PLUG Other. O 0 ❑ ❑ ❑ 3/16" 1/4" 5/16' 3/8" Other. Codes: ® ❑ 0 ❑ ❑ AWS AISC IBC ASME Other ® NOTES ❑ DISCREPANCIES ❑ % COMPLETE Visual inspection revealed welding and bolting and deck attachment to be complete per plans and AWS D 1.1-06 Manufacturers recommendations and RCSC rev. 2000 Performed visual inspection of epoxy anchors for riser plate to S.O.M.D. verified embedment and hole Cleanout size and spacing of anchors and use of Hitti RE500 epoxy per plans detail 1/S4.0 Equipment/Asset Number(s): azarZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 - 1 o a PROJECT #: 0 6 - 0 fl '2- PROJECT: 0 YVLC r LOCATION: S o o ktn C c..t .ter- PhrLC,^ Vt KRAZAN PROJECT MANAGER: I ? e r S" c fie. f-er real, ues k + 0 ec ric o ru.► S, c',vs( 3 t e( '-L o f cek /x..t of t 1 -111r c&J -E- o t_°_pOX -led f-t? r - 0Ac0 krS . , leeked c v"1 -6� -Ed r ot.4 o1 C c J e wQ. o< okrPro,ied to ) 0 S es1lc. ci C o .-14 rr..c.-ka' U S i 1 14 ■ Soo , a,-1 c� C (ea .d a4 c1 r � >[ I o o o - � 3 k uc� 1C bars 1 a /4= 4 u S ' t r c L k bw , 41, cs Act e (- �,'j , Gt ci co./A /A I 4- +O lac. ( 7 to_Ac a, I.ci D b sc,r0.34 eo.4 - o r• v S < <c 1J i 1 V. W I + -12e Soo ,a-t.ct C1 eculcA a..dct €1 IQcI ; ,a 4 1,.0.- - a,..t cl ro.,A.d i 4 4 a «Q- tc,rLS ect Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Report.doc CONTRACTOR: JURISDICTION: V IC W 1 r PERMIT #: r? - ? S 8 INSPECTOR: 70 Q JoU WEATHER: A �N, TEMP: 5 0 To the best of my knowledge, the abo / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeq.10 Serving the Western an: nited States FIELD REPORT NO: 8 Z ( 134 Revision I Effective Date: 5/25/05 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: y- / 48 PROJECT # - 7z P3 PROJECT: Ante 17/flYF2f r ` "rif vtf e LOCATION: G0 Jeri rwienevrew Pogreirevoy KRAZAN PROJECT MANAGER: /tee Superintendent /Representative: 1501 Field Reportdoc Techni . Serving the Western United States FIELD REPORT NO: 81 3 8 3 CONTRACTOR: T Q Y4 " JURISDICTION: e/ 7 ea f ?c14ewi /.4 A•or, PERMIT #: pe7-25 rAfH9x / S/ INSPECTOR: 7�R»?Pl WAmee'f WEATHER: A' r'C' /oc.Dy TEMP: yr � --- Ard '/©f'C Jam' c,v (tire ,q r e5' wtinGtiio , i3y 7W' CroAe ;cinp c x7; l,/Gree'.e. '/ Qt■veS �� 7N.R7F? Xtri vied .4, "o .3D■0+" VAft v/lS tw r,°fo7 Pel 7 ,PT z s e.w~<•i 6 /e l',9 vise , y/ '"o or ?.pv ovele /Yl' /.l7 ct /2f_ /Fnre^reut ! 'Sme ri,v Z /JF2 PW/N.f Tel" / AO6 -, .4 ...e4 . /.4 F"Mre•or (/ ezemss zete % 1c3 F r •a./dfk AP/Aar-4 7"r, , f e #' di,R r "Do1`Ts 2?/l €4ME/ x,ew «r6 712 !) ',,r/Aer tiro vr•o 04✓.AA/B1' ar /,S/7r- 241,7'7 ,r7" !AE /dO /NG' mist 7"70 o• .6C't�'. • P/.q? 1T A.vele ,HAN0 of ex.( ?viva ? 7,11 ® /V /y �'� re / 7 /.S ,j'& ZENCTN OA/ Y,r 'R 17 cf /4 - Biala/6' • /N4f t7 //6 1F•.f4' sr Ave/4s 11/Z4 Aro r 10 r 0440144C-CED.G. ar /S,w'Q v-K/ /E.r',4 ? /o Cute ,e/4cir ec ' n/ov' /ielerd d . 77 ' p # ,'/ Arve " 8 ,ce i F? ,Oit.C£L'r/!re'..' c a Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireml Revision 1 Effective Date: 5/25/05 3- =— — April 14, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 4 through April 9, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. aza1 & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/id CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila RRf >'1 .1 2008 Q EV ELOPII4ZAT Offices Serving The Western United States KA No. 066 -07283 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 DFR Template 1 1<raZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 PROJECT#: 066 ° O %.Z&3 PROJECT: AMC ��ArRF LOCATION (033 Sow AittN7' R PAl /Y. KRAZAN PROJECT MANAGER KE6 1g STRUCTURAL STEEL t$1 / SHOP WELDING V.T. item(s) inspected: FIL LET WELD //V( Location TH ATRt5 «x 9, AND WORK /4/ /'S f 'iP Rte/ 96 of 3/3/ /Dir. Welder qualification/certification verified for: PR 'v Vgiebt7b7D Position: gt Process: IC Weld Type: Et1 Weld Size g Codes: FLAT SMAW 3/16" 5? NOTES DISCREPANCIES % COMPLETE 1r60.t, APPCA.QE!> SAT /. iA 7C1QyAS PER ,414/5 D/. / KAP/ / AL To the best of my knowledge, the abov Superintendent/Representative: C.P. 1/4" AISC ORIZONTA GMAW P.P. TITLE 21 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 WELDING INSPECTION REPORT NO.: 4 9 2 4 CONTRACTOR: B�4YL41Y PERMIT NO 0 0 168 INSPECTOR: ,4 5ORAN77/140 JURISDICTION: 77 k' c1 /LA,WA, WEATHER: JiyS /QE ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. TEMP: S"O"' F OVERHEAD Filler Metal: E /T'S SAW ❑ Other: PLUG ❑ Other: 3/8" ❑ Other: TITLE 24 UBC ASME WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeigir Technician: 226 N. Sherman, te. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598 -2126 • (425) 485-5519 • (360) 254 -3200 - ;ce-R - Mi< re azar. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: i— 7- og PROJECT #:(Ya6- )72 PROJECT: d' T//0i� LOCATION: f�n,���I+'!y /.,t KRAZAN PROJECT MANAGER: ,kE C To the best of my knowledge, the abo Superintendent /Representative: 1501 Field Report.doc ATAD Serving the Western United States FIELD REPORT NO: 1 y. 5 CONTRACTOR: 4-y /fi r JURISDICTION: 77e4'* fb' PERMIT #: DO 7-' ZS' INSPECTOR: < 7' /tf f 5/ (A WEATHER: P7 Cia7 TEMP: Y70 T_ /vd fCC7?�'ie ,fr' 'sDUll'D Ry rwer eicAerRacrae re0A. c .rolee.47./ _it/AOSCreeA 6 te:s vr ct z.p e r1'tr'g/!4/ //VG' .l9NlJ /lJt'9/�/ .&�ELiiE' /N6' "t/ 940/ /404/ /.t/4' rviewrleiol 7HPArTI/e 44 i `I' Z * ES ; rieacTUieAI ,/`iPiq/IlJ /N6' - ,'/.!°Fie I TD .P //lA SAl ,J.OS f><ivd ite/Aovez.PS> ii 'F 7)/, cew.,/ RE4 /nr. A i o rrirrN yveio/ Ail- .rt, A /AIX f .801 riA.e.r. 71P .eAr „mss 1../MA' ;G L Owt a PAW ,DSC.*Wd'C / Ii■Vvf d/ws.v a d'rUD.r , L' /e,r 'vz Ae re rf 'lvP�ici � Ir,'il/ /LT7 PP.,” Sod J iCYi4B..O/ /ea 9K 0/ii�t .Prot /�vs /oo ;G i0T /Wv t e'ONTl2IJe 7O'? 71' /A.Afrita /l - /x.Cr' zoo•es' ( Ar Aole&W c'e xr - eev6 -7-71fi47-x,e ' 9 L/AOOf/e p #Q 04.96V 46CA-..vve / SOw.e d'A'e'Ate,Pret,O.r sC/tfpN /dAl � RRf4 r , Csf' /A4 AOI' ! I t P.tEi • /Afer.7 -//1" ) /moo l Co/eter.4 T,Iem 14 /2 Zisine gi 3V 87 ve.('itl/1l /,v ' -- .12iJ'ez1' 7Z7 e o r .vv / .v,q,ve .eer 1roGr/N6 Z 'M '411A/ ZjR,' /qtr, ' ?igiv 4SCk /.v e , i'a.£s}.r a rZeor G' /4/ZeoeG .ai a iror.r Aar- C/A re.¢ 7 "14' 8/0mkY c' W & 41 5e G ''' 4V// 7740A ,A.#7. .•.7e .4-v 43f.vT .re. vz'` / sl'.Pese - A) �/ 1'471 1 / J #�f /W ( � /OK/N p .tieeedwfQ i4 N!1 fi' • a /eVentS7 / /I�r /ON oyf/!C T/ fr RE "-zip a)off /z /08 (vNBla.r/ v4Lo oivJYiaEM6s.d / Q7/IT.eAtro t it3'/.DdQ•/ti o&O eXCE°T / vv ��Nr i• /,f � /�4�OiclAl �/ZfJ .�4 /+fR/c16�'� !//'. e��ivl /N/'1".O < /£.C7 �o�wrt.Br.O Skiirta 07e Eiger/cm/ P/ 0 /4 .CO40T.e/ICTO.r 4#t4/ v c Tee"J,cc.tet, e -24 E_/;4' ileaZ tTiCrlLYLIcA'/ /ice fa' .aAA,I.OgC.e/.Uc p /AfErA7/ 71..O ve i rime,vd 417 Equipment/Asset Number(s): ,GO '.e i — r- /NC / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirerr. Revision 1 Effective Date: 5/25/05 FIELD REPORT NO: t5 Z b b Krazan & Associates, Inc. DATE: L4-1_ ° v PROJECT #• C) ('fib.- D n W PROJECT: Y►AC ► heovkr LOCATION: 633 SC Ce.1 k eArK WV 1 KRAZAN PROJECT MANAGER: 1 <'L G Superintendent /Representative: 1501 Field Report.doc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Serving the Western `7lnited States CONTRACTOR: 1 'Da` j I e JURISDICTION: 1 l) k ', M PERMIT #: Do r)-�5?4 INSPECTOR: ��� jtAJDV 1�1 WEATHER: C► CAT TEMP: LI 5 e r Ceci eS-F -fn r. rW1, Sp <C' - 1-41Sec t r O P co 4Cre -4-e J , ) 1 ac F-o r 4 keo ir1; e pet Seat -kit. OAc to k.►-er SeG- 419, Pi 1 t/ epee C -koArS v W cr S A E' acct Lh4 -trw4Ce C 0 Aucke. 1 H ce nti4tae M d0-o.t e 10 LAO rt5 aAcc FOJelel ' - 40 be- e c/ p \m ac Sp -ec.S C4,3 14.c * S 9 rd5 C1 ,..&creA . he aAlv0 '1Q- Incc 3 cCoAS • Co.aCre 14_Ctel 19/ b oovu puviAY' 4o ( kossL. aAct c tS,1S01,o. Sr_v►nekcc were Ca r reo t p — ssi\le S4r.4 k1 4es -6. See C1Z - a 1 q5 Equipment/Asset Number(s): To the best of my knowledge, the abo WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme a T Ian: Revision I Effective Date: 5/25/05 azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 7, 2008 KA No. 066 -07283 RECEIVED APR 14 2008 COMMUNITY DEVELOPMENT Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/Icl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template Protect No. 066 -07283 Cyl. Code 80125 Pour Date 3/3/2008 Report No. 20218 Weather Rain Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 45 201614 6 66 42 Placement Area Location Theater seating (lower) #1 and 8 Remarks Line pump used, VWVF 6x6 Please refer to field report #79601 Inspector Laboratory Data Cyl. Test Field Code Date Cure 80125 -1 3/10/2008 80125 -2 3/31/2008 80125 -3 3/31/2008 80125 -4 80125 -5 80125 -6 80125 -7 80125 -7 Remarks Results Reviewed By }' H Engineer Architect Contractor Bayley Construction Design Strength 5,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4.01 12.63 56580 4,480 1 MT 28 4.009 12.62 74910 5,940 1 MT 28 4.009 12.62 73220 5,800 1 MT Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 600 F. Ash lbs. Pea lbs. 1 1650 1652 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1656 Water lbs. 314 293 Air Ent. (oz) Poly 36oz 36oz Glenium 180Z 180Z Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 6/12!01 The Information provided on Ois report is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the written pemYssbn of the dent and Krazan & Assoct Project No. 066 -07283 Cyl. Code 80251 Pour Date 3/20/2008 Report No. 20278 Weather Clody /Lt Rain Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Engineer Architect Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:25am 76 202597 7 61 42 Placement Area Location Auditorium #3 enty deck Remarks Visual observations of concrete placement complete per approved plans & specifications. Please refer to field report #78121. Inspector Steve Taylor Sr. Laboratory Data Cyi. Code 80251 -1 80251 -2 80251 -3 80251 -4 H 80251 -5 80251 -6 80251 -7 80251 -7 Remarks Design Strength 4,000 @ 28 days Date Specimens Rec'd. Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/27/2008 7 4.007 12.62 59260 4,700 1 MT 4/16/2008 28 1 4/16/2008 28 1 1 Results Reviewed By Al Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Fenn 03101 Revision 9 Effective Ode 5/12/04 The Information provided on this report Y premed for the exduslve use of the cent. This report may not be reproduced in —., format without the written permission of the cent end Krezan i Assock Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 596 F. Ash lbs. Pea #8 lbs.1 1620 1648 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1572 Water lbs. 314.4 278.8 Air Ent. (oz) MB Poly 997 36oz 36oz Glenium 18oz 18oz Other (oz) Other (oz) Water Added on Job (gals.) 25 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Krazari &ASSOCIATES, INC. April 7, 2008 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCT TESTING & INSPECTION ` 0 1 4 2008 D uFyOP C -T In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 24 through April 2, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. KEG/kl Kathryn E. Gordon Project Manager Puyallup Division CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States KA No. 066 -07283 922 Valley Avenue NW Suite l01 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 DFR Template DATE: PROJECT $.. 0 7 28-6 . PROJECT: GY40�+cf a 7'e? 47red LOCATION: eigGarerWeeitinie MArekirAiy KRAZAN PROJECT MANAGER Sege R I - STRUCTURAL oeFIELD / SHOP WELDING V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Item(s) inspected: R 0 /TeJle /C//1, O// twee 4 L /42 /p 24 3/ !- x' /.SER &Are Try /a/ dr r Aw,.e p B✓2/ICofive Awe/brow/A - I ,r✓ - .irV/BA e-i Ze' e, v ' 7 yz,a, oarva - pm.e P o rs Location "' y - 4"/".E/2 4Zavre t 7.1D E/Jr4F�O.T 47" -F/oo oe A 5— . :04 "es .6'Jlf p".0 .6 LS; - 47T/VillivrAerOi /HS 7: / .P Jt/ Z' L !L'!•vc 6viS.Ort' AJ, e /G.rL/..F 4 r l//o/�i.e J 4.7 - kA /G Atmeo `OK'Lf .4/mei .-Welder qualification/certification verified for: 7,PE/: I *. iV! / /,p I(r azati & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 3/2Z0ts "Position: FLAT VERITCAL HORIZONTAL OVERHEAD ❑ Filler Metal: £7,r-,/ e 7ofg fa- .Process: SMAW FCAW GMAW SAW ❑ Other: .Weld Type: FILLET C.P. P.P. PLUG ❑ Other: 44-Weld Size 1 . 5/16" 3/8" ❑ Other: -Codes: AWS AISC TITLE 21 TITLE 24 UBC ASME NOTES ®• DISCREPANCIES 95 % COMPLETE OPirfr siA-s.b 44'r Arvause.r C� '. .O !l/810 cPi' /Ewer -. ' 7- AVAAre ®.te d•7gOd ve.e.4.0f 7 r•//F47ER e l/ © fnitWede ,dr/ePoArastsPz lY5/4, 'e c 7c CeZelAdA/ #5A►J' riss.CiFd a) • S9 /CN /GvA el/Migree rip Atyrj,e .Oe4rr (I) 4"L8wcrIi t 11/8/4 714 8 1.4 -.AOf d '7 •/SJ' cee/vrxe•eae.e.es.es4v) iesrm zei eGt/,r me.E7<G•. re 419.4. ,e.r.z" 4'25 10*•c•6 /E v- .t /fix fieolkg•...i .. 77/» 6 )66 ye % firs' AlE/046 ra e. ,'t /rvt Dier djt `*' 'OrA#t ew 3 s /o4s oiv /J'e j 4 ' 46 .33 - T#8 seiev y PS► "'Aar AArAuc0 Yga txes . •.may Too 72 le#33 1 ?c /dD /.fiver 45" /TJ' e.. o.. eeeeTtBIG'aT.�e+uv/A,*7Ferli'/f/ //k xerata1r //were s To the best of my knowledge, the above WAS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremett Superintendent/Representative: Techni 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564 -2200 WELDING INSPECTION REPORT NO.: 4195 CONTRACTOR: aivoreetvez; PERMIT NO: INSPECTOR: Yile1` i£(/e5 /Ad!P JURISDICTION: e0T trC/ WEATHER: PT ! /9c 7 TEMP:5b 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E, Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N.E. 103rd Avenue, Vancouver, WA 98662 • • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 oitl 51Tf 455 Rfes? w¢ 5T Affr P..caTrar b is /f ,oz �c 2 1 i 6/6 j invrevoi 0 .e !1ve , .z` , //far G+ /•ih %/cNe c k t� 126 S:re fi1/siT5 s sec's _ 10 02 i ,'.o 21TC =aZ�Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3/a /mgt PROJECT #• C66 -OZ' ftj PROJECT:., o t lfiG. "V.-vcele 5 , LOCATION: 3600 6- ./,pit (Jifn7EJ2 KRAZAN PROJECT MANAGER: A",:6 .f_ __ H 0 y ht.S /6'' ,4i/ 7ke I, 4A//! s (A51 rt .Sl. T , - s'P� rA- - i /� s ri ‘41c4eK Fe,.e-en-Lo 0 ■ r.+'/),1. 44 % 7 r4l' /ncu-e_o/ 7E " /cr s Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Reportdoc CONTRACTOR: %c, by JURISDICTION: 727,,e d PERMIT #: /Tifci' - j 'Q INSPECTOR: A* 6 WEATHER: GoeoGrts i Serving the Western United States FIELD REPORT NO: 7 77 9 4 TEMP: y 4 To the best of my knowledge, the abov / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremsit¢. Revision 1 Effective Date: 5/25/05 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31 %\ 0% PROJECT #: (P(P " co mS 3 PROJECT: R C Jp\c.c�� LOCATION: _ (c2 S po C P C1 \i r cd i KRAZAN PROJECT MANAGER S lKe e -co ci .) e S't h r co elce ' se c Sc-IN NVeN e . (.t>cNc J "N V\ - ,rte_. J -' • \ \ Sr• r S 'kx CS c •\k\-‘ S 2 \P r\5 )t' d'P C 4k1 . ceNe mac � . ,sp . s\ V ,ten � e P -� C> � , CIP . C r ccC cAe -•\ cs cV 2s P el.r..:)cQ c P ( C,. `f C`1P C '�`r� ��F tJ� c \ CSC" \ ∎..01Q‘e •n L.se.p.S ` o r prAcc t S\r∎e_� CO e e \ - C s h, 5 2<` t c �.r�ne r Q .( ,s Tc1�S �ovc S 0\ � •c 0 LA t e ` S� \.(4‘ t'e c ` NN,' (ANC So ■•c■5'Ao or_ 'Is .3 (% i t v ' e C e. `•-i Scar `cam A L.<s .r\SNc CC •pr • . ex - v x s ∎ s c_\ \y r) Se 'c. CONTRACTOR: c.` \E.� C JURISDICTION: \ V\;Y,y COersk PERMIT #: INSPECTOR: C[Q Cry' C� TEMP: �j� a WEATHER: L\ (Doc►k,S CA. ) S [ti .; .\4\ Crr5 n Q Lam& `""\e5. L e_ C,Q Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent /Representative: 1501 Field Reportdoe WAS NOT performed In accordance with the approv- • plans, specifications, and regulatory requireme Technician: Serving the Western Unit d States FIELD REPORT NO: 82013 \—so \e5 3 Sr, \svp e r'_ 6 Q■l e .` \\ * \e .P C'_ C. Ac w.e c ∎ ,�� C � t \-U2 0\Iv 41 n 0.i \ \∎ Lc ..-'dv∎ • Revision 1 Effective Date: S/25/05 I(.razan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 02 Apr 08 PROJECT #: 066 -07283 PROJECT: AMC Theatre LOCATION: 633 South Center Parkway FIELD REPORT NO.: 7283DFRO40208bt CONTRACTOR: Bayley PERMIT NO: D07 -258 INSPECTOR: B. Thompson JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: P/C TEMP: 50 F 1) Met with contractor to verify placement and type of epoxy system being used. 2) Observed contractor place twenty -four �/ x 16nall thread anchor bolts into concrete for theatre ten, twenty -four s/. x 16" in theatre eleven, observed contractor place twenty -eight 90 #4 rebar into pandeck slab and twenty -six #4 x 16 rebar with a embedment of 3'/ inches for theatres nine. Theatre five epoxy sixteen all thread bolts into pandeck slab for metal runner for seating. 3) Observed contractor clean, blow and brush holes per manufacturer instructions 4) All thread and rebar were install as per plans and specs. 5) Epoxy used was Hilti 500 with exp date: 11/2008 Equipment/Asset Number(s): To the best of my knowledge, the above WAS 'S /WAS NOT ❑ performed in accordance with the approved plans, s lions, and regulatory requiremq Superintendent/Representative: Technician: Benjamin T ompson Offices Serving the Western United States Form 1501 r.l Effective Date: 5 -25 -05 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 client and Krazan & Associates. NOTES: DATE: 4/2/2008 BUILDING NO: AMC Theater 9, 5 LOCATION: Westfield Mall EARTHWORK: BUILDING PAD EXTERIOR FLATWORK OFF SITE IMPROVEMENTS LAST DEVIATION LOG UPDATE: KY's & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION PROJECT MANAGER'S WEEKLY REPORT WORK IN PROGRESS % COMPLETE % COMPLETE % COMPLETE PROJECT NO: 066 -07284 KRAZAN OFFICE: Puyallup KRAZAN INSPECTOR(S): Kathy Gordon KRAZAN P.M.: keg SITE P.M.: INTERIOR TRENCHES SITE IMPROVEMENTS ASPHALT PAVNG % COMPLETE % COMPLETE % COMPLETE SPECIAL INSPECTION: CONCRETE % COMPLETE MASONRY % COMPLETE STRUCTURAL STEEL 85 % COMPLETE ROOFING % COMPLETE OTHER SPECIAL INSPECTIONS (LIST) % COMPLETE NOTES: Checked work in progress and found erection on going. Will schedule inspection for 4/4/2C # OF OUTSTANDING DEVIATIONS: 0 ON -SITE MEETINGS (DATE): PRE CON PRE SLAB PRE ROOFING LAST CONTRACTOR SAFETY MEETING ADDITIONAL NOTES: Kathy Gordon BY: (SIGNATURE) KraZan & ASSOCIATES, INC. March 27, 2008 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105-2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 17 through March 24, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/k1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila RECEIVED APR 10 2008 COMiMUTBTY DEVELOPMENT Offices Serving The Western United States KA No. 066 -07283 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07213 DFR Template I(r' a.Z3r1 & Associates, Inc. 1/2g,,4724t. d IDl7r9.e /lift/ .e/J&E ,d &4'/f .'/e Blviee rre iffser #Yt.'4 J,ze, /Z / M fzr Lam. t,/lel0-46 49d' , /vdoVe eo D,dr/ ZW:470i1VPS • 2 f — e/ AN-4 '1 E.e' Al z ts'o /o v ,a -- $9- (,Z) /sus 4 8c ,#° Ave /FS IYf /CZO 777 S x/Iwr <..e 7:5 e S/f,/°.oVoe`tk! -a /c 9o8 7U,3.r.rreee 49/Loma • ",a R/rF,e 7v eaierE4f' em/fl o<i'1r P_ Abso y 611' '5 . Qgce 9€ °' :me sivr - ,,../ y' vzp,o •sfswr ay,�B G'lvFR d'f i/vc4 7ror atar) I9//A 4y,) G V(( ay)4 dzPA/ y"ew,arzdArs"vr,acv' tc"/OeaAfYIMAIWEIVZ 4/78117eAtWev din ibex-Ay Agr Co r e/Z,e GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /7' O13 PROJECT #: 4 -En07Z PROJECT: ewe .7-,Sr ograe LOCATION: A673 4reteeoreWAryxe ~AR/%' KRAZAN PROJECT MANAGER # W NffieCrloe 0aa ,riff $e ofig.0 /leA vAPA' r/J(/./ NvV' J6�/v#V 0,/ /407" /A//4 ( riPrr'? 11€A 1 #Y/g /Dbv6, Lg0,9)", r w /v 4'A77 4 t 1, 4 R I/) frae /L/40 '3 e /iNeY ye' 3 or. V ,8Zi&J e/14-7F etze ,,A7c/.ua .1J /ei.r4 /aev 1?4,9/2' 7400e 41l 1/.f/ Z 4,1D/r2ium 0 /o FIELD REPORT NO: 80519 CONTRACTOR: S4YILy�S•Ti(/Jq / 'may JURISDICTION: Z 07 - Zs,e &PERMIT #: C, y 'lt errie eeeV'.4 INSPECTOR: t✓-- 1Myg1,av W EATHER: A>7'O/e•Oy TEMP:?D CilerIatO L everew ie r7tiv /Yt 2 / Liee/ € tic r .# a _1. oe€4re"'v 4ivd G/AioEr Jg /vs , 71efa.r Af/c %r4-# , 1M ,trA - 'Mer y ff<cYV 9,W6' 6ll•r i 6rlerAtr/tf7r" etififierrew ol.I/Q a it vrca',t.rrligr7p Re Yooper awe r 8i4o,cy - /1/47`'/ -,y/ /r Re Soo eM /Vet / Awe ,O i916arAlf, erFv 06. ~,wevF4 peg m At, a ✓Dtraef. erfet co.,oe v a. .Y, Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed In accordance with the approved plans, specifications, and regulatory requiremeikt Superintendent /Representative: 1501 Field Report.doc Serving the Western United States Revision I Effective Date: 5/25/05 I(I' &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 9 Mar 08 PROJECT #: 066 -07283 PROJECT: AMC Theatre LocATION: 633 South Center Parkway KRAZAN PROJECT MANAGER: KEG 4) Anchor bolts install as per plans and specs. 5) Epoxy used was Hilti 500 with exp date: 11/2008 Offices Serving the Western United States CONTRACTOR: Bayley PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: FIELD REPORT NO.: 7283DFRO31908bt D07 -258 B. Thompson Tukwila 0/C TEMP: 48 F 1) Met with contractor to verify placement and type of epoxy system being used. 2) Observed contractor place twenty '/ x 6 anchor bolts into concrete for theatre eleven 3) Observed contractor dean, blow and brush holes per manufacturer instructions Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requireme! Superintendent/Representative: Technician: Benjamin` Thompson Form 1501 r.1 Effective Date: 5 -25 -05 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 client and Krazan & Associates. WELDING INSPECTION ea Ki'azan & Associates, Inc. REPORTNO.: 4209 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: # /Y - 6# PROJECT #: arg 107Z 3 PROJECT: LOCATION' KRAZAN PROJECT MANAGER' - NOTES • ere de Imo' STRUCTURAL STEEL {FIELD / SHOP WELDING ..V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. item(s) inspected: 4l/. 7Oe/!//J# Z p a ezei .e /14/Ytg bzer /ov6/ r.4f 4 vd / !�I SNSAR rT 'I)J/ f/.941 .001e4$ , ti/oJI"Qf s .41/A irg7e /e/4r/ •/JF.e eedoomr, BRAIZ ATaig r0y f A �BZsv sue" NAM. d' /fFee 77) ,�'.e r.�sc / .80Z Tiro Location / i.• Welder qualification/certification verified for: PWi#! VS•r /f /SD ( Position: FLAT VERT L HORIZONTAL OVERHEAD Filler Metal: E 7/7 /E JD48 - Process: LMAY4 FC4V GMAW SAW ❑ Other: Weld Type: FI LLET C.P. P.P. PLUG ❑ Other: 8- Weld Size 3/16" 1/4" 5/16" 3/8" ❑ Other: Codes: Oa AISC TITLE 21 TITLE 24 UBC ASME DISCREPANCIES ,tl/' /il»J,0 Amyx ' G r rewreo....r - clAwe4t!CO ,'d'A' Ayr/4 c l/2E / /zitie7w - L' 7 1 # #4 O Ofejf 1N ' `E.T/J'1/ z .4 To the best of my knowledge, the above 4 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 CONTRACTOR: ZAV&F Oa PERMIT NO' d yy � 7 - .e$' INSPECTOR: dA4, WF.cJ €i JURISDICTION: airy 6•ro�CCk6!Z4 WEATHER: /f/DCO % COMPLETE .Q/ tsa dto-. 226 N. SMIman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 TEMP: ,5"S° • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 .aZ�Z & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 34 V8 PROJEC #: /. , PROJECT: Q.Sed% ..� LOCATION: ‘c5,3 c Gijr GG ' ,47f&1 ttf KRAZAN PROJECT MANAGER: ir4fa• 1501 Field Reportdoc CONTRACTOR: 6 JURISDICTION: PERMIT #7- INSPECTOR: WEATHER: FIELD REPORT NO: 7 8121 Serving the Western United States Revision I Effective Date: 5!15/05 I % • ri�I�'H1 !/ / rte- • _ _ / ' '. ✓ .A 4 L� / / . _' w!' _I / / gr i A / !!. . /.' - /'/ / t I /, /i U / 1 IV , / / // L. 1a if! i . / i J. !� , / ►� � ✓ l � -T` /. :4 • - / / � L r 4,1 _ • -- iii of / _ s A i .Wf r " "/. Equipment/Asset Number(s): To the best of my knowledge, the abo AS / AS NOT performed in accordance with the approved plans, specifications, and regulatory requiremenik 1<lraZarl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 24 Mar 08 PROJECT*: 066-07283 PROJECT: AMC Theatre LOCATION: 633 South Center Parkway KRAZAN PROJECT MANAGER: KEG PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: 1) Met with contractor to verify placement and type of epoxy system being used. 2) Observed contractor place twenty -four % x 16 "all thread anchor bolts into concrete for theatre six, twenty -four 3 / x 16" in theatre seven, observed contractor place twenty -eight 90° #4 rebar into pandeck Slab and twenty -six rebar #4 x 16 rebar with a embedment of 3 % inches for theatres nine and ten for future concrete pour. 3) Observed contractor clean, blow and brush holes per manufacturer instructions 4) AR thread and rebar were install as per plans and specs. 5) Epoxy used was Hilti 500 with exp date: 11/2008 Offices Serving the Western United States FIELD REPORT NO.: 7283DFRO32408bt CONTRACTOR: Bayley D07 -258 B. Thompson Tukwila P/C TEMP: 50 F Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT ❑ performed in accordance with the approved ans, specifications, and regulatory requiremiee. Superintendent/Representative: Technician: Benjam n ompson Form 1501 r.1 Effective Date: 5 -25 -05 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 client and Krazan & Associates. S a . J II•1111. AR ~NI aza & ASSOCIATES, INC. March 27, 2008 KA No. 066 -07283 RECEIVED APR 10 2008 Mr. Kerry Stanley CQKM 4fIlf AMC Realty, Inc. (Construction) DEVfrI Q �r to 920 Main Street Kansas City, MO 64105 -2017 Dear Mr. Stanley, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG /kl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template ProjeC 066 -07283 Cyl. Code 80217 Pour Date 3/14/2008 Weather Rain Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) Field Data Concrete X Other Supplier Miles Time Truck# Ticket # M091 202264 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 6 40 Unit Wt. (pcf) Placement Area Location Auditorium #6 Remarks Concrete was placed using pump truck. Please refer to field report #81844 Inspector J. Maggard Laboratory Data Cyl. Test Code Date 80217 -1 3/21/2008 80217 -2 4/11/2008 80217 -3 4/11/2008 80217 -4 80217 -5 80217 -6 80217 -7 80217 -7 Remarks Results Reviewed By ?a Field Cure Age 7 28 28 H Jurisdiction City of Tukwila Engineer Architect Contractor Bayley Design Strength 5,000 @ 28 days Max. Dim. Area C.F. Load 4.014 12.62 54380 Comp. Str. (psi) 4,300 Date Reviewed Permit No. D07 -258 Construction Date Specimens Rec'd. Tested Break Set# By Type MT Report No. 20418 Reported Batch Data Design Weights Mix No. 07500G3 Cem. lbs. 6000 F. Ash lbs. C. agg. lbs. 1 16583 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 16826 Water lbs. 1230 Air Ent. (oz) Glenium Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 07500G3 5960 16640 16720 1227 180oz 30 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12* The fnfonmatbn provided on this report is prepared for the exclusive use of the client. This report may not be reproduced n any format without the written permission of the Went and Krazan S Assod: Test Results Conforming Non - Conforming Kr a . zan & ASSOCIATES, INC. March 24, 2008 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 5 through March 14, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kl GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTIQ��NG & INSPECTION Mae I4 CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States KA No. 066 -07283 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 DFRTaeplate DATE: 3-5-08 PROJECT*: 066-07283 PROJECT: AMC Theater LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER: KE.G. WEATHER: Indoor TEMP: 60 F 0 I(raz .ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION STRUCTURAL STEEL / SHOP WELDING ® V.T. ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. Items) inspected: Hanger Assemblies Location: Auditorium # 6 ® Welder qualification/certification verified for. Position: FLAT VERTICAL HORIZONTAL OVERHEAD ® Filler Metal: E71T -8 Process: ❑ El ❑ ❑ ❑ SMAW FCAW GMAW SAW Other. Weld Type: El ❑ ❑ ❑ ❑ FILLET C.P. P.P. PLUG Other: Weld Size El El ❑ ❑ ❑ 3/16" 1/4" 5/16 3/8' Other. Codes: c. ❑ IS ❑ ❑ AISC IBC ASME Other Z NOTES ❑ DISCREPANCIES ❑ % COMPLETE Performed visual inspection of welding for hanger assemblies and found welding to be complete per plant And visually acceptable per AWS D1.1 -06. ASTM Test #: To the best of my knowledge, the Superintendent/Representative: AWS Previously verified WELDING INSPECTION REPORT NO.: 7283SS030508 -gn CONTRACTOR: Baley Construction PERMIT NO: D07-258 INSPECTOR G. Nail! JURISDICTION: City of Tukwila Equipment/Asset Number(s): / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremgJtS_ Technician: 'i Y' George Neill Offices Serving the Western United States 05104 wading Inspection Report.doc Revision 2 Effective Date: lnros The information provided 011 this report is prepared for the exclusive use of the diem. This repot may not be reproduced in any format without the written permission of the client and Krmn & Associates. WELDING INSPECTION azai1 & Associates, Inc. REPORTNO.: 4182 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 - 7- ce CONTRACTOR: 73 do c-o;-JS PROJECT it: eXPG, 07 83 PERMIT NO' 1-) -a PROJECT 4M C 4 INSPECTOR: 4 J LOCATION 1# 33 S° GC4-1 "2 r L JURISDICTION: - 7 . 1.2 l// /L/! MANAGER i�� WEATHER: = Fi[i dL 7/ KRAZAN PROJECT M TEMP: TR CTURAL STEEL 211ELD / SHOP WELDING L_ T item(s) inspected: Location —"� gy,4 e elder qualification/certification tion/certication verified for: CV L Position: VERB CAL L rocess: SMAW e Weld Type: T W eld Size 3/16" L°Codes: AWS 'T NOTES FCAW 1/4" AISC DISCREPANCIES 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 ❑ MATERIAL ID ❑ U.T. ❑ M.T. ❑ P.T. /21,4215 • ,Pig re t . Gu.212.e4417 :,r) gun t �s� ✓ HORIZONTAL OV AD Alger Metal: E 7/ T om' 8 GMAW P.P. 5/16" TITLE 21 SAW ❑ Other: PLUG D�Other: 3/8" ❑ Other: TITLE 24 UBC ASME ?�Q % COMPLETE AV AO To the best of my knowledge, the abot�/ WAS NOT performed in accordance with the aspr•' .cans, specifications, and regulatory requireme rt; Superintendent/Representative: Technician: I / .#'41 1 . 4 i 226 N. Sherman, te. A, Corona, CA 92880 • (909) 549 -1188 1501 15th Street NW, #106, Auburn, WA 98002 • (253) 939 -2500 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 • (360) 598 -2126 13434 N. E. 177th Place, Woodinville, WA 98072 • (425) 485 -5519 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (360) 254 -3200 ' a za1Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 317/Off PROJECT #: - G?A $j PROJECT: 1°5! f / —.0 g/Y C AMC LOCATION: 6-2.4.41A 2 eI1ti - ,'114- // KRAZAN PROJECT MANAGER: XS & at) /7G- 4 - 3 Re-0/AP. S7774 `i/ 9,CHT iqc T4< re" PEA_ FGRr -7 $ 4SA e' F.PoXy /✓j erxpj4T WWIs a,ocncr ', gevtcrwFO s/7 ,/ /5 5•eec Aar ,Aj/T#• ./7/2igcTcf2, 2 ZAaa -y 8,v/Re/ 5 l&c,T /csli Ar* 7:057z•ie ejo rc w/ V/v 4 77/t'11 X rA0 6 '' .. , �., 0. e. 9 // €s- 1hce/iv i7 W G7y /Z f - sec EA- - // /.26ner Ss ' 77/LerE'' #/ / 1 /2 `' C' k /6 A// 7 /2c42 3Vy sbA,6 2 y " 0. G '/ `' az-00 t:" '7 ,4 i Z-7 !Z F - s aa' hi/ 47y /-"OZ (& �i -,�z 47» /Le,t7 �' /aSf/ih4 0 F "7-Tub, $ 7 57 D-ec•e i'f1t, DeP 1 h fracpryl il cc 2 .4,..4".0 /s2'S [e,r. //C.4c-► ' fCRNZ • --`� / 7 A�7,CC ie o/ �O/wt.', `'`tf I S,.JP,G . Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeq Superintendent /Representative: )501 Field Report.doc FIELD REPORT NO: (i 3 U 3 CONTRACTOR: 4,41-ye y JURISDICTION: eirjr of 72- teiCtil/! /4 PERMIT #: INSPECTOR: 4'. 1-70;■frf lrlAt-,7750A) WEATHER: rlueot tVq TEMP: 5 Technician: Serving the Western United States /Cry Gt/Sce-t Revision Effective Date: 5/25/05 DATE: 3 -13-08 I(t' a . Zari &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-07283 PROJECT: AMC Theater LOCATION: 633 Southcenter Parkway KRAZAN PROJECT MANAGER K.E.G. 121 STRUCTURAL STEEL El ttem(s) inspected: Theater seating framing Auditorium # 2 Location: ® Welder qualification/cm ualificationlcertrfication verified for: Position: Process: Weld Type: Weld Size Codes: HOP WELDING ® V.T. ❑ MATERIAL ID ❑ FLAT ❑ SMAW FILLE T 3/16' 0 AWS 0 VERTICAL FCAW ❑ ❑ C.P. P.P. ® ❑ 1/4" 5/16' ❑ RISC IBC Previously verified HORIZONTAL 0 GMAW WELDING INSPECTION REPORT NO.: 7283SS031308 -gn CONTRACTOR: Baley Construction PERMIT NO: D07 -258 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Indoor Offices Serving the Western United States ❑ U.T. ❑ M.T. ❑ P.T. 0 OVERHEAD 0 Filer Metal: E71T -8 ❑ LJ SAW Othe ❑ ❑ PLUG Other: ❑ ❑ 3/8" Other: ❑ O ASME Other ❑ % COMPLETE TEMP: 70 F ® NOTES ❑ DISCREPANCIES Welding is not complete at this time and not ready for inspection contractor to reschedule inspection once Work is completed Equipment/Asset Number(s): ASTM Test #: / WAS To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requi eme* 6 Superintendent /Representative: `` Technician: George Nail 05104 Welding Inspection Rcport.doc Revision 2 Effective Date: 1114 The information provided on this report is prepared for the exclusive use of the diem. This report may not be reproduced in any format without the written permission of the them and Kan & Associates. I(r 2LZ3r1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT it + (0 ZS btD(Q PROJECT: F\thC, LOCATION: (orc5 So .('y,nN `mow (,1 KRAZAN PROJECT MANAGER: ' J C7 DATE: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: ,1 � \ • A WEATHER: J FIELD REPORT NO: 818 4 4 TEMP: L�(lu - S -c eN, U \oeAt \c P‘o t�.��pc:t�v.n1 \ 0v.-e E Ch�rv�� t1 V■&V c %.\\ r, &ft x• 6 Zc fr-.4 W9.5 f c Ask C_©c,ca('P Nce r c'SV. w-\� t A.)re ' ` ' O V e llv �1 \�c Si t^ v C .. V P (' ` tee e r)c C o ra_-V Q -k ck$ 6. ("N e- c_A\ .: ?e p r\ \CAS - P Ao \ A ' C rS)cj.ivct To the best of my knowledge, the abo Equipment/Asset Number(s): NOT performed In accordance with the approved plans, specifications, and regulatory requirem Superintendent /Representative: Technician Serving the Western Unjted States 1501 Field Report.doc Revision 1 Effective Date: 5!25/05 el ANN j March 17, 2008 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: In Process Inspection Report AMC Southcenter Theatres/Tukwila Tukwila, WA Dear Mr. Stanley, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG /k1 GEOTECHNICAL ENGINEERIN • ENV ENTAL ENGINEERING CONSTRUCTION ntsur ivscr'R(SPECTION CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila aZar1 &ASSOCIATES, INC. MAR 2 6 2008 DEVELOPMENT COMMUNITY KA No. 066 -07283 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 Break Template 4. roject No. 066 -07283 Cyl. Code 80125 Pour Date 3/3/2008 Report No. 20218 Weather Rain Jurisdiction City of Tukwila Permit No. D07 -258 Project AMC Southcenter Theatres Location 633 Southcenter Parkway Client AMC Realty, Inc. (Construction) rare Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 45 201614 6 66 42 Placement Area Location Theater seating (lower) #1 and 8 Remarks Line pump used, WWF 6x6 Please refer to field report #79601 Inspector Laboratory Data Engineer Architect Contractor Bayley Construction Reported Batch Data Design Actual Weights Weights Mix No. 07500G3 07500G3 Cem.lbs. 600 600 F. Ash lbs. Pea lbs. 1 1650 1652 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1580 1656 Water lbs. 314 293 Air Ent. (oz) Poly 36oz 36oz Glenium 18oZ 18oz Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80125 - 3/10/2008 7 4.01 12.63 56580 4,480 1 MT 80125 -2 3/31/2008 28 1 80125 -3 3/31/2008 28 1 80125 -4 H 1 80125 -5 80125 -6 80125 -7 80125 -7 Remarks Results Reviewed By Jr Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/0r 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 client and Krazan & Assay Test Results Conforming Non - Conforming 111■. MIL /11110.1111 February 29, 2008 Dear Mr. Stanley, aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA RECEIVED f1AR 0 '1 2009 COMF.FILINiTY DEVELOPMENT KA No. 066 -07283 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from February 19 through February 21, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG /kl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 07283 DFR Template -..aT1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: c/ /9,0S PROJECT # O(e; ' 0 &3 PROJECT: 441C 77 LOCATION: 6'3.? 50 L'7 1CN7 R RA KRAZAN PROJECT MANAGER: 51 FIELD REPORT NO: CONTRACTOR: ,4 YLE) JURISDICTION: SO(J7hicE/L/TER, k/ /, PERMIT #: DO7 g INSPECTOR: ^/W.SORAA/7 //V0 WEATHER: j/VS /1 TEMP: 41.5 I/ /S /Y /LL• / /1YSf'L 72W 77I'E / O/G.O1. /i /V& / 72 415 JN57 4/ L4Tiow / /1// (7," 3 /46?f x6 •E 4/vc/-/nW.Cv — 17/R 4,1)E:0 R i25 • INTO Ea' /S 77 /vG CONG/2E %E /,V 4/J./ / /7/P /,Yfs / x r, Lz'Vc/. 43, LW,'! / EZ) 14/0L1"'5 4PPE4.9? - 1) 41��� /i 7_' 1 Y J / F �I �` FR�F r?P .0EBA' /5 PR/0"? 77, F- /LL //V& W/77-1 /4 /L77 - 1-//T RE 6,W2)(-' 414TAR /4L 4/VI> / /V�5'TA/ / /Nr R' 0E7;4 /Ls CJF % U/'/ TBR /Uti1 PR,47, 1 /,YA _eLA/V CA -- DR // Alm! E71i8, Z'AL1 W7 A . > " iE AfBEO M1"N7 WAS !/ 5.x= l 14/45 NCTfPY/ =D OF 77 L)EF / ( /, / (Y_ icy!_L 7 1,1/E4/W //t/6. //V UB /7-0A UI-t / BE'T`t', AW L /NES 9 ? / 1 ANL' 6,25— k ✓. Sf 2-LI/E /_ 3 _. IA/ORK SAT! SF4 GT ORy AS pi- 4k!S D i. % PL4A/. Equipment/Asset Number(s): 'o the best of my knowledge, the abov Superintendent /Representative: Technic' qn: 150/ Field Report.dne rformed in accordance with the approved plans, specifications, and regulatory requirements. Serving the Western United States Revision I Effective Dale: 5/25/05 = _1 12 42 KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: a7 /o0� PROJECT #: OF eff PROJECT: LOCATION: jC5'scA AI" • KRAZAN PROJECT MANAGER: eT. 4 5 ;4? /l e r a`rejjrec //j fb ,4'ezr,.Pe/ a /ri..r / -,ii.d Pk s ? e d I V . 1 ' 015 /s t4vcnec.', /41 tome ber ► 4�e, Yi c,r YA" 4 ) filer 4.e. 4fetifod .0 r,er eery /.# s9i arm e15,0, -"-3- •46 • Z)) b e rm e R , r ° / ' r . AfittA.s J re #T / �#ti eziewe U ' ltAt✓ 7 Oro, beelwfei4 1,01A 4 0 4 ell 6) /PS &igee. SeteJled Gsree eft" I 1 zL3'7Oet,. r etnf,r't e C/-' 6■••ct .109radunI) _ J , .sit 1. * /f.. —e5 , , ,;,. ,4q ' / >eX‘'' / e s �1', %rep/ 67,75; r.rl .b'' e ew Cem /'k sewec, eawity.g /..4-r &den. �/#.4.€3.4420t k#` t e / e /# h/ k'F " p •14 bey o e '/" i¢ b4r,,Kd - use z:?. ArthL is 4 ,f.1/7kibils ac,•L "Vha . ee, Equipment/Asset Number(s): Superintendent /Representative: 1501 Field Report.doe ,er Ct�llJ���ij. Serving the Western Uni -d States CONTRACTOR: JURISDICTION: PERMIT #: 4 06 oz.5d INSPECTOR: r`Jr+�,�e W EATH E R:5 Te chniic . / FIELD REPORT NO: 4 TEMP: et e jc= € duo /s- "o the best of my knowledge, the a.. - • / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Revision I Effective Date: 5/ 25/05 WELDING INSPECTION IINNk = KraZan & Associates, Inc. REPORTNO.: 4149 Location NOTES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 — 21 •--o e CONTRACTOR: - :rr!f1S PROJECT #. .21';'.3 PERMIT NO 2307- , PROJECT: 4AYC� ' _ EA7� � e J67 t INSPECTOR: V�I��:F.,- d. / y � r t/ � ,/ � ,Q LOCATION: 62$$ ree -'r -' 15 c� R JURISDICTION: C/ ?' 0 4 4 /4' -( tr. ci KRAZAN PROJECT MANAGER' cHs WEATHER: Pr . TEMP: -57 t6 STEEL ELD / SHOP WELDING v.1. ❑ MATERIAL ID ❑ U.T. ❑ M.T. u P.T. item(s) inspected: n re),( _Zie - 7 / /17J"S /4/N6' cj ,'issZ-Z .8f 4'E141T�.�,arf f 3'ie/oC` /eve Ac^, 4//c' Ade/p144 /f` - c 9/ d / ? ' 0 ,€ /C i / t ."l ` Welder qualification /certification verified for: A ed! .Position: FLAT VERITCAL Process: SMAW i= . -Weld Type: FILM C.P. tWeld Size /16" 12" Eodes: AWS AISC lb the best of my knowledge, the abo Superintendent/Representative: 11 DISCREPANCIES HORIZONTAL GMAW P.P. 5/16" TITLE 21 A, ,4 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 OVERHEAD ❑ Filler Metal: e7 /7 SAW ❑ Other: PLUG 7., Other: 3/8" ..Other: Z / Z TITLE 24 4 UBC ASME /Esc' % COMPLETE 'V ' c '- 'iO7'71',( -/J 5 f i -4/Zvl o f e d 2),./ ze -4 d(/gD,c /c" �.e•/!ic'�f it /J A. �//J' . �. rr, c ,4,e 2J, /v6' //J WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 22 N. Sherman, Ste. A, Corona, CA 92880 1 01 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver. WA 98662 • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 Dear Mr. Stanley, azaZ & ASSOCIATES, INC. `) v �,, `� TECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING et, • • ... CONSTRUCTION TESTING & INSPECTION 1 C > a KA No. 066 -07283 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on January 15, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. I Kathryn E. Gordon Project Manager Puyallup Division KEG /kl CC: Bayley Construction Norton & Schmidt AMC Southcenter City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 072g3 DFR Tempt lie azar1 & Associates, Inc. DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: ❑ FIELD (s) i spected: ge Position: ie Weld Type: k Weld Size Codes: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 06g0-72533 SMAW FILLET 3/16" To the best of my knowledge, the abo Superintendent/Representative: le SHOP WELDING VERITCAL FCAV) 1/4" AISC 215 West Cakota Avenue Clovis, CA 93612 4231 Poster Ave., Bakersfield, ;'A 93308 1025 _ore Plan! Ave. Ste 26 Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 123 Commerce 0;rr 1e. Sacramento, CA 95875 t ow !EM 1f WJV i MJ7 MI v !r% 3 � R ?_MAi ON ocko (K`Cv Y(ciS\tCb Uy E41T Process: HORIZONTAL GMAW P.P. 5/16" TITLE 21 r M.T. • (559)348 -2260 • (661) 633 -2200 • •209i 72 -2200 • %408) 271 -2200 • ;9'6)5664-2200 CONTRACTOR: Sr'ATW AhO PERMIT NO D • SHoP / y-1 N INSPECTOR'S S JURISDICTION: 7u k `I `t�'A WEATHER: I K OHL TEMP: C P.T. 'V.T. OVERHEAD SAW PLUG TITLE 24 WAS NOT performed in accordance with the approved pl Technician: WELDING REPORT NO.: 2510 k Filler Metal: • Other: • Other: Other UBC ASME , specifjFations, and 226 N. Sherman. Ste. A. Corona, CA 92882 1501 15th Street VW 4'06, Auburn, WA 98002 207 State Hwy 305 N.E. Ste. 30, Poulsbo. WA 98370 19501 744th Acenue NE 4 7 -300, Woodinville, WA 98072 12315 N. E. 95th St. Ste 3 - Vancouver, WA 98682 • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2726 • /4251485 -5519 • (360) 254 -3200 equireme{Ott DATE: PROJECT #: .17.gali...■■••• Kr azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION - t5 7_08 04c64-2g3 PROJECT: tif --- CAAUVITYS ' \— LOCATION: _ 151 --- Vt \Mc- ‹...) KRAZAN PROJECT MANAGER: FIELD PC. MK./ Grid Line t LI Ultrasonic Test (UT) Equipment SHOP WELDING Couplant ASTM Test Method: A587 Frequency: 2.25 MHz\ To the best of my knowledge. the abov Superintendent/ Representative: 215 'Nest Dakota Avent.e, Clovis, Ca 936'2 • 423 ' Foster 4ve., Bakersfield, 0,4 33308 • "325 Lone Palm 4,,e. Ste. 2E, Wedesto, CA 9535' 345 :Parrott St.. San Jose, CA 951:9 • 23 Commerce Ciroka Sacramento. CA 93815 • SN (559, 343-2200 [56 7) 633-2200 '209 5 (408: 277-2200 , 9. r 5,. 52200 UE REPORT NO.: 1535 CONTRACTOR: V S PERMIT NO: S /4\ INSPECTOR: NtIA JURISDICTION: ili K'1'-P WEATHER: \ tkpc-- ULTRASONIC EXAMINATION REPORT Specification no. .AWS D 1.1- /NDE-UT-1 ._ Material Alloy 0 Weld Joint Standard no. 1- Table 6 Material Thickness Weld Proc s Calibration Standard or DSC Ref. Dwg/detail - --Z...,3' -91- 3 -qr ■ ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top, bottom. T & Bf=top and bottom flange 226 V. SCermar, Ste. A, Corona, CA 92382 "507 15th Street NW. 4106 Aubi,rn NA 93002 207'4 State -4%335 V5.. 3C. -7 !7L,;SOC, NA 98370 953! "44t,- A erie 300. Nocdirwile, WA 98072 1 2316 N. 2. 95Zr Sr., Ste. 3- '30 iarcouver, NA 98632 DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO al • ><' 0 , cc 1 z a" z o cc o : co o w . __, R z Co 0 1 0 • 0 z _, ... 0 5 0 -1 • --I > < , LLI W , W 0 Z ' __I 1-1-1 Z LI D , 2 2 3 , Co .",C :w '-' z z 1 or ' Co 0 . 0 CC CC I W m 1- ■ 4c 0 ' u- w 0 7 7 CC Co 0 a- LLI Ill ! CC , LLI • Co 1 0 0 0 U- Ltl CZ 2 , IJ- ( Z . ° Z ' 0 Z ' W . w L'i Co Cn Z LU W I- 2 0 1 < < - I < ' 0 Co 0 < CC ■ 0- CC CC W • - 0 , CS) • w W , -I CI ■ 0 . 8 , 1-- -J < 03 V 1 :I-3 52 ' 3 V" . .. ✓ , I , , TEMPI_ • ,9091 549.' 133 • :253; 939- • 1 360,. 598-9 " 2 6 • :425) 483-559 • :363 754-32CC WAS NOT performed in accordance with the approved ns, so cifications. d regulatory requiremfr. Technician: iah ra December 17, 2007 KA No. 066 -07283 Mr. Kerry Stanley AMC Realty, Inc. (Construction) 920 Main Street Kansas City, MO 64105 -2017 RE: Special Inspection AMC Southcenter Theatres Tukwila, WA Dear Mr. Stanley, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on November 10, 2007. A copy of our inspector's field report is attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/kl azaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: City of Tukwila RECEIVED DEC 2 4 2001 COMMUNITY DEVELOPMENT Offices Serving The Western United States 'XI -14 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 - 2556 (17253 DFR Template r WELDING & Associates, Inc. REPORTNO.: 3267 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: ❑ FIELD_ X SHOP WELDING E M.T. ❑ P.T. ❑ V.T. item(s) Inspected: UL_ sc7rk c c Ic\i,SPc- �TCaIA lo -07 061(o 223 Position: i;: ) Process: SMAW Weld Type: FILLET Weld Size 3/16" Codes: f AWS1 To the best of my knowledge, the ab c Superintendent/Representative: VERITCAL FCAW 1/4" AISC 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Pam Ave. Ste. 2E, Modesto, CA 95351 545 Parrott St, San Jose, CA 95112 123 Commerce Circle. Sacramento, CA 95815 HORIZONTAL P.P. 5/16" TITLE 21 • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 CONTRACTOR: PERMIT NO' INSPECTOR: JURISDICTION: WEATHER: WAS NOT performed in accordance with the approv, Technician: •.!• 10111 . WW1► E.Ytrl U pp G 1 Do [2— TEMP: Ai OVERHEAD Filler Metal: f--- SAW ❑ Other: PLUG ❑ , Other: - " 3/8" Other. TITLE 24 UBC ASME 226 N. Sherman, Ste. A, Corona, CA 92 1501 15th Street NW #106, Auburn, WA 98002 20714 State Hwy 305 NE"., Ste. 3C, Poulsbo, WA 98370 19501 144th Acenue NE 4 F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. B -100, Vancouver, WA 98682 s, and regulatory requirements. • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 . o. w w OJ W w W W Q w. J w W W w U 0 Q U r W y} ]: p F - H - O W W Z W ■ U w Z W W PC. MK./ Grid Line <' 0 W, da ¢ ¢ ! d ao v z O Q W ti n a -' C7 ' ¢ $ a Z Z 0 a M W * Et _ 2 . 2 W I- W! W U Q 2 W W Z W a0 = LL 2 ' Z W W Z 0 I--' Q I Q W d o o o iz 4 k • [[ , 1 I' ■ ! IK..r az;ari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: — PROJECT t r • • O 2 3 PROJECT' ttI LOCATION' ,�l�- KRAZAN PROJECT MANAGER' --� C•/ - FIELD ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1 DE -UT -1 _____ Material Alloy Weld Joint _ Material Thickness Weld Process 'V - - Calibration Standard ,� • r DSC Ref. Dwg /detail •`-t -' 'S -. Ultrasonic Test (UT) Equipment Make: 4 R, Transducer: size Couplant Test Method: A587 Frequency: To the best of my knowledge, the abov Superintendent/Representative: SHOP WELDING ns =near side. fs =far side. Tf =top flange. Bf =bottom flange. Wb =Web. N.S.E.W.= compass directions. t =t p. bottom. T & Bf =tpp and bottom flange DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO X , U Z LU c Z z a W Z W ; . Z w a 215 West Dakota Avenue, Clovis, Ca 93612 • ( 559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 2200 545 Parrott St., San Jose, CA 95112 • ( 408) 27 - 2200 723 Commerce Circle, Sacramento, CA 95815 • (915) 564 -2200 UE REPORTNO.: 1708 CONTRACTOR: ST POI) b2-0 •5EL PERMIT NO: % c -LA- : • INSPECTOR: - 10 • & JURISDICTION: _ --- aTL_ WEATHER' k OOH, TEmp, t 1 .b\c�if` WAS NOT performed in accordance with the approvecj.(ilans_ specific Technician: 226 N. Sherman, Ste. A, Corona, CA 92882 1501 15th Street NW, 4106, Auburn, WA 98002 20714 State Hwy 3C5 N.E., Ste. 3C, Poulsbo, WA 98370 7950 1 144th Avenue NE 4 F -300. iVoodinville, WA 98072 7 2376 N. E. 95th St., Ste. 8 -1 00. Vancouver, WA 98682 s, and regulatory requirements. • (909) 549 -1138 • (253) 939 -2500 • '360) 598 -2126 • (425) 435 -55'9 • '36 25 -3200 2 F EXTERIOR WALL BY LANDLORD KEY GWB AT CORNER DOOR AND FRAME BY LANDLORD KEY GWB AT CORNER EXTERIOR WALL BY LANDLORD 1 F LE COM M Permit No r -eview approval is subject to e pryvvif of construction document v olation of any adopted code o Lpproved Field Copy an By Date: City of Tukwil GA - #WP8250 II II II II In d - GWB AS PART OF RATED ASSEMBLY SHALL BE CONTINUOUS WT - 2.1 0 -4X -3 AUD. 6 SHELL / TENANT COORDINATION AT DOOR 304T Scale: 1/2" =1 -0" Sheet / Detail Ref.: A2.3 -1 & A261 12 -19 -2007 II INTERIOR FRAMING AND GWB BY TENANT KEY GWB AT CORNER AUD. 5 WT - 1.3 3- 6/6X -3 MIN. 2 LAYERS OF CONTINUOUS GWB TO MAINTAIN 2 -HOUR WALL ASSEMBLY WT 1 — CONT. GWB ARO` COLUMN MAINTAINING 2 HR. WALL ASSEMBLY — SECURELY ATTACHED TO FRAMING (BY TENANT) —STEEL COLUMN INTERIOR FRAMING AND GWB BY TENANT z E�VIEWED FOR �CO G� COMPLIANC PFD! JAN 2 2P1 A-S K-374 SHEET 1 OF 1 UL #493 ARCMRECTUNEINC. T.O. PARAPET PREFINISHED METAL EL. +110.85' ( see elevations COPING WTIH CONTINUOUS CLEAT PT FIRE RATE BLOCKING METAL STUD WALL RIBBED METAL PANELS OVER BUILDING PAPER SINGLE PLY MEMBRANE ROOFING OVER PROTECTION MAT FULLY ADHEARED TO SHEATHING 2 LAYER TYPE 'X' EXTERIOR GWB EACH SIDE ROOF MEMBRANE — CONTINUE UP AND OVER PARAPET R -21 RIGID INSULATION WITH PROTECTION BOARD METAL DECK RE: STRUCTURAL STEEL BEAM "— STEEL TRUSS RE: STRUCTURAL RE: STRUCTU AL FIRE SAFING r. tit I (2) LAYERS %" TYPE 'X' GWB IN BOTTOM OF DECK (BY TENANT) '1— METAL STUD FRAMING TO BOTTOM I I OF DECK (BY TENANT) AMC HEAD DETAIL AT 2 —HOUR WALL (TYPICAL DECK CONNECTION) Scale: 1" = 1-0" FIRE SAFING /MINERAL WOOL AND SEALANT AT TOP TRACK AND DECK FLUTES (BY TENANT) SCRIBE GWB ? ;� z , AND SEAL W ( T H O� ° :uE A VT € CODE COMPLIAN f P�' " iinlaf M -� JAN 2 5 r35 City lU:a "soy ti t ;: 7, ! /' JAN 2 3 2008 PEFi i_g L,.. N E A -SK -375 Sheet Ref.: A10.2 -3/ AMC A703 01 -16 -2007 SHEET 1 OF 1 _. ;• L ` 2,s9 - - RI T.O. PARAPET& 3 111P"-------11 EL. +110.85' (see elevations) PREFINISHED METAL x 411 4 1 q COPING WTIH CONTINUOUS CLEAT PT FIRE RATE BLOCKING 6904 METAL STUD WALL !bk.. REGISTERED ARCHITECT RIBBED METAL PANELS 41 ' t . I. 4.* 4 I 444. I 1 4 )r 1 i 4 V 11■ UL #493 / a OVER BUILDING PAPER l PLY MEMBRANE ROOFING ' EVIN • / o k 1 1,. , - SINGLE • N TROUT OVER PROTECTION MAT FULLY STATE OF WASHINGTON ADHEARED TO SHEATHING ifel,' 'X' 2 LAYER TYPE EXTERIOR GWB EACH SIDE MEMBRANE — CONTINUE ROOF UP AND OVER PARAPET R RIGID INSULATION -21 WITH PROTECTION BOARD ROOF LEVEL AI, EL. +106.85' DECK ;::: " :. .. ;. ������� rr.►rrr� r. .. :•:.i ..;rl %•••i:i:iiii'�;�;:�:' __ �--�- '. ' ib / .• . 1 r k N •i i i METAL I\ � RE: STRUCTURAL i I`� I I / 1 <\ FIRE SAFING / MINERAL WOOL AND SEALAN T TOP TRACK DECK FLUTES (BY TENANT) `' I ' M ETAL STU �•�— A . WITH 2 LA TYPE X G - ��� v EVJ D FOR E: • : °Kt" : RCPP IWC AnsilCVED 'AL 1 / . I I STEEL BEAM TRUS`. STEEL RE: STRUCTURAL RE: STRUC / City T E€� ° a ti 7d9 FIRE SAFING 1. � r •' � I ,� I , /1 2) LAYERS % TYPE 'X' GWB INTERIOR ( BY TENANT) JAN 2 3 2008 METAL STUD FRAMING (BY TENANT) PE v iii ULI'4 I b I. AMC HEAD DETAIL AT 2 —HOUR WALL (TYPICAL AT BEAMS) S ca l e: 1"=11-0" A-SK-376 '... 5 Sheet Ref.: A10.2 -3/ � A v� MC A703 1 01 -6 -2007 r i 4 L o e B ` ti' kin SHEET 1 OF 1 �p���� -• ,.9n •sw ... ,.9x oxu E" w.m.m- _ �� � _ � Arm. w STRUCTURAL CALCULATIONS FILE COPY Permit No. Pier revic l" cippratal b subject tJ crrcr3 O1! 3 nn+c C c: stru ticn G : ; : e 2 , :: , r �,. Southcenter Seattle, WA JOB NUMBER: PROJECT ENGR: PROJECT ARCH: DATE: 2005 -2530 N Rodney W. Sommer, P.E. Norton & Schmidt Consulting Engrs., LLC STK Architecture, Inc. June 29, 2007 Resubmitted September 07, 2007 SEP 2007 o n D {w uLkiU H Z9Z iD bZ� Do i -26 NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project &AC Jay CE - g. Job No. *Zooms - 24'3 v Calculated by Date I - 05 - o� Checked by Sheet No. of 2,91,6 r.ev 4 - 0i pir-eRb A 1 ) 1 ( 4 4 tz-i - . tt t 5 'F LIVE 1--.4-1:> TA 1- 6 o en stn 5 elen N t r ( n.-s) 5�1 5MIG ( INfw.) x,2 5. t Sly = 0.'181 6 L7 G� = v. I'l Riert IV , l-kT• fawn N e� rrt✓ 5. 3 I'�f P P 2.1. r5F 57 m Washington United States, North America zsvt.A. s 5 Aivte flowape ItS , soev-c - sal- Copyright 0 1908-2003 Microsoft Corp. andier its suppliers. Al rights mewled. ItIPANmoiccosoft•coritskeet• c copyright 2002 by Geographic Data Tectriology, Ina. Al rights reserved. C 2002 Navigation Technologies. An rights reserved. This date Includes infermation taken with omission from Canadian authorities 01991-2002 Government of Canada (Statistics Canada 'indict %emetics Canada). all lights reserved Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 Ss, Site Class B • 1.0 0.489 S1, Site Class B Period Maximum So (sec) (g) 0.2 1.473 1.0 0.507 Period Minimum Sa (sec) (g) 0.2 1.377 1.0 0.470 Ss, Site Class B S1, Site Class B Ss, Site Class B S1, Site Class B Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period So (sec) (g) 0.2 1.286 SMs, Site Class E 1.0 1.174 SM1, Site Class E Conterminous 48 States 2006 International Building Code Zip Code = 98188 Oh 610700 Wer. p11-000773. Vef Q1.7.274ub19 1A8n72 (y 198100 ENERCALC Built -Up Section Properties Page 1 Description LG I eneral Information Type... #1 Rectangular #2 Rectangular #3 Rectangular Summary Riser Plate Section Total Area 6.250 in2 Xcg Dist. 0.00 in Y cg Dist 0.00 in Height 18.000 in Height 0.250 in Height 0.250 In Width Width Width Title : Dsgnr. Description : Scope : 0250 in 3.500 In 3.500 in Xcg 0.000 in -1.750 in 1.750 in Date: Ycg 0.000 in 9.000 in -9.000 in Job # - bp( 26326 in4 r 70( 6.490 in Iyy 7.17 in4 r yy 1.071 in Edge Distances from CG... 2.048 in3 +X 3.500 in S left X -3.500 In S tight 2.048 in3 +Y 9.125 in S top 28.850 in3 -Y -9.125 in S bottom 28.850 in3 NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project Job No. Calculated by Checked by Date Sheet No. of CONSTRUCTION GtL -c ■r1-kw 1..e�. •. �-• -• • --• - -- -- MAXIMUM Total Slab Deck Weight PSF NW Concrete N =9 145 PCF Weight PSF LW Concrete N =14 110 PCF 1 3 p; Scan 3 Sc 2 1 Span 2 Span 3 Span Depth 2 1/2" (t- i.1/2") Type 1. 1.0024 1.0022 25 25 25 26 3- 8 4- 10 5- 11 6- 8 4- 10 6- 5 7- 10 8- 3 4- 10 6- 6 7- 10 8- 3 19 19 20 20 2 6- 3 6- 5 8 - 6- 10 5 6- 11 9- 6 3" (t-2) 1.0020 1.0026 1.0024 1:0022 31 31 31 32 3- 6 4- 7 5- 7 6- 3 4- 7 6- 1 7- 3 7- 8 4- 8 6- 2 7- 3 7- 8 24 24 24 25 3- 9 4- 11 6- 0 6- 10 4- 10 6- 6 7- 11 8- 5 4- 11 6- 7 7- 11 8- 5 4- 9 3 1/2" (t=2 1/2") 1.0020 1.0026 1.0024 1.0022 37 31 37 '38 3- 4 4- 4 5- 3 5- 11 4- 5 5- 9 6- 10 7- 3 4- 5 5- 10 6- 10 7- 3 28 29 29 3- 7 • 4- 8 5- 9 4- 8 6- 2. 11 7- 11 6- 3 11 7- 1 7 4" (t=3") 1.0020 1.0026 1.0024 1.0C22 43 43 43 44 3- 2 4- 2 5- 0 5- 7 4- 2 5- 6 • 6- 6 6- 11 4- 3 5- 7 6- 6 6- 11 33 33 33 34 6- 5 3- 5 4_ 6 6- 1 4- - 1 7- 7 4- 0 6- 1 7- 7 4 1/2" (1=3 1!2'7 1.0020 1.0026 1.0024 1.0022 49 49 50 3- 1 4- 0 4- 9 5- 4 4- 1 5- 4 6- 3 6- 8 4- 1 6- 4 6 - 3 6- 8 37 38 38 38 3- 4 4- 4 - 561 O 4- 4 5- 9 45- 4- 5 5- 10 o 6- 1 3 5" (t=4 ") 1 1.0026 1.0024 1.0022 50 55 55 56 56 2- 11 3- 10 4- 7 5- 2 3- 11 5- 1 . 6- 0 6- 5 4- 0 5. 2 6- 0 6- 5 42 42 43 g3 0 4-2 •s_ 0 5- 0 7- 3 5-7 6- 7 6- 7 7- 3 5-7 6- 7 6- 7 5 1/2' (1=4 1/2") 1.0020 1.0026 1.0024 1.0022 1.0020 . 61 61 62 62 2- 10 3- 8 4- 5 5-0 3- 10 - 4- 11 5 -, 10 6-2 3- 10 5- 0 5- 10 6 -2 47 47 47 3- 1 4- 10 5-S 4- 5 6- 5 6-9 4- 2 5- 5 6 -9 V ULCRAFT .1 1.0 C, CSV CONFORM 3%" or311 Cover p 214" 4" For 32' Cover -+{ 3" 32", 33" or 36' *Check availability with plant REINFORCED CONCRETE SLAB ALLOWABLE LOADS 4 1/2' tit 5 112 1/2 6- W1.4XW1.4 W2.1XW2.1 X6- W2.9XW2.9 6X6- ' 1 ^ 1.4 6-W2.1XW2.1 W2.9XW2.9 5 . + 1 -.+ 6X6- W2.9XW2.9 X4- W2.9XW2.9 W2.1XW2.1 6X6-W2.9XW2.9 X4- W2.9XW2.9 X8-W2.1XW2.1 X6.W29XW2.9 X4- W2.9XW2.9 6-W2.9XW2.9 X4-W2.9XW2.9 X4- W4.0XW4.0 X6-W2.9XW2.9 X4-W29XW2.9 X4- W4.0XW4.0 .028' 0.042 0.058 • 0.068 0.087 S (1- Reinforcement = : uusu� �� =t3� MEWIMINEMI NM= 70 103 139 0.028' 0.042 0.058 0.042` 0.058' 0.087 0.042' 0.058' 0.087 0.058' 0.087 0.123 0.058' 0.087' 0.120 95 140 189 128 190 257 239 326 400 288 394 400 338 400 400 400 400 400 400 400 81 119 181 109 181 219 246 336 400 288 394 400 400 400 400 400 400 400 178 239 350 212 289 400 248 340 400 390 • 400 400 400 400 400 185 252 371 216 296 400 339 400 400 383 400 400 1.oc26 NOTES: 1. •• As does not meet A.C.I. criterion for temperature and shrinkage. 2. Recommended confirm types are based upon S.D.I. crferia and normal weight concrete. 3. Superimposed loads are based upon three span conditions and AC.1 moment coefficients. 4. Load values for single span and double spans are to be reduced. 5. Superimposed load values in bold type require that mesh be draped. See page 19. 6. Vulcraft's painted or galvanized form deck can be considered as permanent support in most building applications. See page 19. If uncoated form deck Is used, deduct the weight of the slab from the allowable superimposed uniform loads. ■ ■ • I JUS = 4/3 X JMS GNU JU1 = G/.) X 3M1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.857 SDs, Site Class E 1.0 0.783 SD1, Site Class E NORTON & SCHMIDT Consulting Engineers, LLC 311 E: 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project Awe- Job No. -Z4005 - 25 a Calculated by Checked by Date Sheet No. of v 1tir Yt- :(p to.s t. °A Q = • 4'tL, = 7 8 lAt't'El= (01—) "6?) = (. t I- 4 -s. — ,2 (- L ) K, - ).se D1.1. . ?i6 �• 05 = . 4 f• 7�. .184 .83 LL . LPL O 0 - 3.61- C 0 -1.I (I. z) Q ' " 1.01e- I — Center of Gravity NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project Job No. Calculated by Date Checked by Sheet No. of -171, : • 56 144% . (' I je.uf U. reg.- l Twee. Steel Column Description Stadium Seating Column Section Properties HSS4X4X5 /16 Depth Web Thick Width Flange Thick Area Rt 4.000 in 0.291 in 4.000 in 0.291 in 4.10 in2 0.000 in Weight hoc lyy Sxx Syy Rxx Ryy Section Type = HSS- Square 13.93 It/ft 9.140 in4 9.140 in4 4.570 in3 4.570 in3 1.490 in 1.490 in Values for LRFD Design.... J 15.300 in4 7.91 in6 5.590 in3 5.590 in3 0.000 Cw Zx Zy NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project Job No. Calculated by Checked by Date Sheet No. of 1142,5 - r 1- ' = 20,1 Rev: 580000 Steel Column Page 1 Description Axial Load... Dead Load Live Load Short Tenn Load S Fb:xx : Mow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Fex : DL +LL Fey : DL +LL F'ex : DL +LL +ST Fey : DL +LL +ST Max X -X Axis Deflection Stadium Seating Column General Information Steel Section HSS4X4X5/16 Column Height 9.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Loads 12.00 k 12.00 k k Section : HSS4X4X5/16, Height = 9.00ft, Axial Loads: Unbraced Lengths: X -X = 9.00ft, Y -Y = 9.00ft Combined Stress Ratios Dead AISC Formula H1 -1 0.1511 AISC Formula H1 - 2 0.1060 AISC Formula H1 - 3 XX Axis : Fa calc'd per Eq. E2 -1. K *Ur < Cc YY Axis : Fa calc'd Der Ea. E2 -1. K *Ur < Cc 'Stresses Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced U Allowable & Actual Stresses Fa : Allowable fa : Actual 28,541 psi ;8,541 psi 28,541 psi 28,541 psi 0.000 in at Dead Lrve 19.37 ksi 19.37 ksi 2.93 ksi 2.93 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 27:60 ksi 0.00 ksi Lrve 0.1511 0.1060 Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 46.00 ksi 1.000 29,000.00 ksi 9.000 ft 9.000 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments DL = 12.00, LL = 12.00, ST = 27.60 ksi 0.00 ksi DL +LL 0.3022 0.2121 Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection X -X Sidesway : Y -Y Sidesway : Kxx Kyy Column Design OK 0.00k, Ecc. = 0.000in ,DL +LL 19.37 ksi 5.85 ksi 27.60 ksi DL + ST + (LL if Chosen) 0.3022 0.2121 0.00 ksi 27.60 ksi 0.00 ksi 0.000 in 0.000 in Cbx DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL+ST 0.000 in at DL + Short 19.37 ksi 5.85 ksi 27.60 ksi Restrained Restrained 0.00 ksi 27.60 ksi 0.00 ksi 1.000 1.000 [Analysis Values U 1.00 1.00 1.00 1.00 0.000 ft NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 Project Job No. Calculated by Checked by Date Sheet No. of " 5 4 u i're2- : 1 e'r C UJe'� P Pt: btSc w )& sz �- .1S wlbx e.eNfterlitiver U1,rr : 51 14' -- U4'e wox 5s- ff'a ,d 1. = ksE w 1 �z In_T (k ram- to- i• CL'4 w$,.1 , t -- „ (,ass wiz* 11 p pent .: (VL = 6 0 14-' ---3 tAA.s W ss# . }.ouletYt- = Use W 14-xzz vo vtifre 1A.)a)45” - A IC W I & ,C U-4 Wen Is w1 thc2Z t,c e A 11/2c 1141 2- Z NORTON & SC11M1DT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 we T 4-rr YL- : M - 4-314- V (. c17- A lower - 14 W1-411 £ fl y2- Ltp feP �GueYt- A4= M, = y... 1,4.4 e W 8 x tel f ), C4»s w 14 Z M = 11016-1 --� c4w - t - M 1 41/4"*" . M, 4 1,11 41 ---a Project Job No. Calculated by Date Checked by Sheet No. of 1,( w 1zo t`I M 6.2. U W l u WItk INte , k51 I4' WI/431 NORTON & SCHMIDT Consulting Engineers, LLC 311 E. 11th Avenue North Kansas City, MO 64116 Phone:(816) 421 -4232 Fax: (816) 421 -1956 I ? q 1./27&C) 25, Ck-- 2 /0 21700 23, 3 11 1 6 /S. f K 4-1 q6b 1 S! /3 1300 /3.3K 4. 1Ilet 050 /3,814 7 1 /5 (3oo /3.3K- 8 1 /6 9 Ito ° j, 8 K Project Job No. Calculated by Date Checked by Sheet No. of 1 1, 5rt 2t NM s rJ ( ,Te.• 5? 't- au.PP Tep) ,178 L* ,/7 PSF) = /o.2 FFS S7 -9i:/ UM s niJ4 /4-72-E XI- )AI A /70,a -IUA4 / 41 t7 70- T 1 yLAL FAQ-Lc M E -az . - 4 5P-Ar 3'4. x31/2. x Vet f ket a-u-tz w I/vt . , >3 M A -55 51104 e• . /N 0.044 ,L % 3,ok -(2-) 6.o k- 6 - 3 0 , ¢10 ") " 9, X/.33 a./c BY s pecve.v /1 1.7 __./ coAJNQnovo (1..E 4 &aa-c a n t r c-rz_ 1.5n4 , ro nor E z- s z� C5� ' y. INSpeer7om Location (floor /room no.) NU V - z1 Fixture Desc ption i u I Numbe of Fixtur s Watts/ Fixture Watts Proposed THEATRE TYPE A - INCANDESCENT DOWNLIGH 'g 204 100.0 20400.0 Project Description THEATRE TYPE Al - INCANDESCENT DOWNLIG T ' V • t ( I l.!io ° ;' �iia 60 70.0 4200.0 THEATRE TYPE A2 - INCANDESCENT DOWNLIG T k „k . ,r, F `r i F r r'' v . Y . (- TONI 108 a 75.0 8100.0 THEATRE TYPES C, CX, C8 - COMPACT FLUOR. DOWNLIGHT RECEIV 106 35.0 3710.0 THEATRE TYPE CW - COMPACT FLUORESCENT WALLWASH CITY of- UKV�fl�pl 4 35.0 140.0 THEATRE TYPE D - COMPACT FLUORESCENT DOWNLIGHT AUG 01 2007 27 16.0 432.0 THEATRE TYPE Dl - COMPACT FLUORESCENT DOWNLIGHT 53 29.0 1537.0 THEATRE I CI1� {7 TYPE D2 - INCANDESCENT DOWNLIGHT ' CL , � I 69 100.0 6900.0 THEATRE TYPES F, FX - 4' FLUORESCENT STRIP, TB LAMPS 42 58.0 2436.0 THEATRE TYPE G - 4' WALL MOUNT FLUORESCENT 8 58.0 464.0 THEATRE TYPES H, Hi, 111X, H2 - 1'X4' FLUOR. TROFFER, T8 LAMPS 68 58.0 3944.0 THEATRE TYPE K - INCANDESCENT WALL SCONCE 18 60.0 1080.0 THEATRE TYPE K1 - INCANDESCENT PENDANT 8 60.0 480.0 THEATRE TYPE L - SURFACE MOUNT INCANDESCENT 16 60.0 960.0 THEATRE TYPE M2(2') - 2' FLUORESCENT COVE LIGHT, TB LAMPS 12 40.0 480.0 THEATRE TYPE 142(3') - 3' FLUORESCENT COVE LIGHT, TB LAMPS 4 54.0 216.0 THEATRE TYPE M2 (4') - 4' FLUORESCENT COVE LIGHT, TB LAMPS 36 64.0 2304.0 THEATRE TYPE N - LOW VOLTAGE DOWNLIGHT 20 50.0 1000.0 THEATRE TYPE N2 - LOW VOLTAGE ADJUSTABLE SPOT 16 50.0 800.0 THEATRE TYPE P - INCANDESCENT WALLWASH INCOMPLETE 40 100.0 4000.0 THEATRE TYPE Q - INCANDESCENT DOWNLIGHT 19 ( 100.0 1900.0 THEATRE TYPE R - INCANDESCENT DOWNLIGHT LTR# 35 70.0 2450.0 THEATRE TYPE 8 - LINE VOLTAGE TRACK (70' WITH 16X75W HEADS) 70 50.0 3500.0 THEATRE TYPES T2, T2X - 2'X4' FLUOR. TROFFER, T8 LAMPS 46 58.0 2668.0 THEATRE TYPES T3, TB, TEX - 2'X4' FLUOR. TROFFER, TB LAMPS 25 85.0 2125.0 Project Info Project Address Westfield Southcenter 633 Date 7/30/2007 Southcenter Parkway For Building Department Use FILE COPY F lift MI Tukwila, Washington 91888 Applicant Name: Kevin Troutman for AMC Theatres Applicant Address: 2575 S San Jacinto Ave. San Jacinto, CA 92583 Pii p Applicant Phone: (951) 925 -2504 3rd i 4th Levels Project Description nM n - ri; !e" t3 c!ft :" -7-17 ,.,I : Ir. ;- .- ,.-,;,(', requiremehts oh plans:' ;• . <- -~ v New Building ❑ Addition 0 terat(' " q' r • f---1- - r; Indicate controls (Sections 1513) including commissioning Compliance Option 0 Prescriptive 0 lighting Power Allowance . ,_ N S Ana)ysis f .. , r . = „ _ f ' `'sa� . , (See Qualification Checklist (over). Indicate Prescri tive & LPA s ace ciearl ' o n �' plans) ( ( ) P' P Y P � Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the fighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area 3rd i 4th Levels Theater, Motion Picture 1.20 86677.0 104012.4 . ' 4G' b.d td � . ' , .1 8 ,. , i t '` f ,, c n : � Ir'n L ° 1 Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Maximum Allowed Lighting Wattage " From Table 15-1 (over) - document all e1ceptions pn form LT LPft. _ r ,_ , , Proiaosed Lighting Wattage Total Allowed Watts 104012.4 D�- end Cr.s,z! r- - THEATRE TYPE W - LINE VOLTAGE TRACK (2' WITH 2X100W HEADS) 4 200.0 800.0 THEATRE TYPE WI • LINE VOLTAGE TRACK (2' WITH 2X100W HEADS) 4 200.0 800.0 THEATRE TYPE AA - LOW VOLTAGE LIGHTING WITH 250W XFMR 6 250.0 1500.0 THEATRE TYPE HE - 4' FLUOR. STAGGERED STRIP, T8 LAMPS 11 62.0 682.0 THEATRE . R a - .. ; TYPk MR - 4' ,SJOR. STAGGERED STRIP, T8 LAMPS 11 62.0 682.0 *ALL'fALLXS1d ARE ELECTRONIC TYPE Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 80690.0 hin State Nonresidential Energy Code Compliance Form Notes:.. ._ 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)"." 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishment ?, restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail '''. retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces' 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory' shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries* 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elect tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 -1 Unit Lighting Power Allowance ( LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically. the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Proj Addres: westfield Southcenter 633 Date 7/30/2007 Southcenter Parkway For Building Department Use Tukwila, Washington 91888 Name: Kevin Troutman for AMC Theatres Appt. Name 2575 S San Jacinto Ave. San Jacinto, CA 92583 Appi. Phone (951) 925 -2504 Project Description ❑ Plans Included requirements. J New ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor ■ Efficacy > 60 lumenslW ❑ Controlled by ❑ Exemption (list) AIteration Exceptions (check appropriate box - sec. 1132.3) i No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations Description Allowed Watts per ft or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) - Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft2 (or x If) g g g Number of Watts! Watts Location Fixture Description Fixtures Fixture Proposed _ L Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Form tae ReJsed July 2007 i Watta Use mfgr listed maximum input wattage. For fixtures with hard -w red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts may not exceed Total Allowed Watts for Ex - Tradable Ma ximum Allowed Lighting Watta - Tradable Proposed Lihtin Watta Proposed Watts may not exceed Allowed Watts _ L Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Form tae ReJsed July 2007 i Watta Use mfgr listed maximum input wattage. For fixtures with hard -w red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts may not exceed Total Allowed Watts for Ex - Tradable Ma ximum Allowed Lighting Watta - Tradable Proposed Lihtin Watta Proposed Watts may not exceed Allowed Watts Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Form tae ReJsed July 2007 i Watta Use mfgr listed maximum input wattage. For fixtures with hard -w red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Total Proposed Watts may not exceed Total Allowed Watts for Ex - Tradable Ma ximum Allowed Lighting Watta - Tradable Proposed Lihtin Watta Proposed Watts may not exceed Allowed Watts Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W/f1 Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and sp s traded cannot ba eurfaces or betwee n be with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities z 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ) Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington Stale Nonresidenlial Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior. Lighting Summary (back) LTG -EXT TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2008 Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Westfield Southcenter 633 'Date 7/30/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) no 1513.1 Local control /access Schedule with type, indicate locations 5502 yes 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations 5201 n.a. vertical glazing Indicate vertical glazing on plans yes overhead glazing Indicate overhead glazing on plans Arch Sheets yes 1513.4 Display /exhib /special Indicate separate controls E502 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location 5502 yes (b) photocell. Indicate location E502 . 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations 5201- E204 yea 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans Spec yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E502 EXIT SIGNS (Section 1514) no 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 5703. no 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) yes 1540 Transformers Indicate size and efficiency 5705 , Spec. I e Com Form If "no" is circled for any question, provide explanation: Lighting is controlled mostly by automatic switching panels based on building occupany. Lighting not controlled by switching panels are locally controlled. Every circuit in dimming panels can be controlled independantly. Exit signs are self - luminous. No exterior lighting is being added as part of Tenant Improvements. Exterior lighting was installed under seperate permit. No motors lhp of more other than for HVAC systems are specified. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting,; Motor, -and Transformer. Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80%. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls. which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces. automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be Continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas In which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being Illuminated is annunciated; c. is manually operated: d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry -type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the 'Guide for Determining Energy Efficiency for Distribution Transformers' published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). • Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP/BHP Flow Control 6 Location of Service RTU -1 TRANE (SUPPLY FAN) SFHFC45 15500 3 ' 25 vs NORTHWEST RTU -2 TRANS (SUPPLY FAN) SFHFC70 24510 3 40 vs SOUTHWEST RTU -3 TRANE (SUPPLY FAN) SFHFC70 24500 3 40 VS SOUTHEAST RTU -4 TRANS (SUPPLY FAN) SFHFC45 15500 3 25 VS NORTHEAST RTU -1 TRANS (EXHAUST FAN) SFHFC45 9835 1.3 7 1/2 CV NORTHWEST RTU -2 TRANS (EXHAUST FAN) SFHFC70 9700 1.3 7 1/2 CV SOUTHWEST RTU -3 TRANE (EXHAUST FAN) SFHFC70 9820 1.3 7 1/2 CV SOUTHEAST RTU -4 TRANE (EXHAUST FAN) SFHFC45 9815 1.3 7 1/2 CV NORTHEAST Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 mum Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU -1 TRANS SFHFC45 530800 15500 14415 9.9 11.9 Roos RTU -2 TRANS SFHFC70 863600 24510 15025 9.4 11.5 ROOF RTU -3 TRANS SFHFC70 855500 24500 14755 9.4 11.5 ROOF RTU -4 TRANS SFHFC45 527300 15500 14390 9.9 11.9 ROOF Heating Equipment Schedule Equip. 10 Brand Name' Model NO.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output [Ruh Efficiency" RTU -1 TRANS SFHFC45 520000 15500 Econo 850000 697000 0.82 RTU -2 TRANS SFHFC70 404300 24510 Econo 500000 410000 0.82 RTU -3 TRANS 91HSC70 391800 24500 Econo 500000 410000 0.82 RTU -4 TRANE SFHFC45 512000 15500 Econo 850000 697000 0.82 Project Info Project Address Westfield Southcenter 633 Date 7/31/2007 Southcenter Parkway For Building Dept. Use Tukwila, WA 91888 Applicant Name: Kevin Troutman for AMC Theatres Applicant Address: 2575 S San Jacinto Ave. San Jacinto, CA 92583 Applicant Phone: (951) 925 -2504 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical. Summary . 2006 Washington State Nonresidential Energy Code Compliance forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements. Section 1416. Revised July 2007 Compliance Option Simple System Qa Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 I required. " COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description If Heating /Cooling • Constant vol? [] Air cooled? [ Packaged sys? fl <20,000 Btuh? See Section 1421 for full description or Cooling Only: Split system? [J Economizer included? • of Simple System qualifications. If Heating Only: 0 <5000 cfm? fl <70% outside air? Mechanical Summary1back) Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 cfm? ingle Package Unit? Econo ncluded? <70% OSA Reference Section 1423 •olC <20,000 :tuh? otal Ca . o economize <240,000 Btuh or 10 %? plit Syste <= 84,000 Btuh? tft7 Outdba or Adjacent to Outdoors' <54,000 tuh? Use Complex Systems (section 1430) Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Yes ( Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes r Simple System Mowed (section 1420) Yes------- Yes Yes - -No- Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service. EF -1 GREENHECK 08141 -5 1500 0.75 1/2 CV 416 PROJECTION RM EF -2 GREENHECK G8141 -5 1500 0.75 1/2 CV 418, 419 PROJECTION RM EF -3 GREENHECK 08141 -5 1500 0.75 1/2 CV 413, 417 PROJECTION RM EF -4 GREENHECK GB091 -4 750 0.75 1/4. CV 420 PROJECTION ROOM EF -5 GREENHECK 08141 -5 1000 0.75 1/3 CV 309 MEN EF -6 GREENHECK GB141HP -5 1125 0.75 1/2 CV 333 WOMEN EF -7 GREENHECK GB071 -6 100 0.5 1/6 CV 340 JANITOR CLOSET EF -8 GREENHECK GB141 -5 1500 0.75 1/2 CV 422, 425 PROJECTION RM EF -9 GREENHECK G8071 -6 . 175 0.5 1/6 CV 409 JANITOR/310 UNISEX EF -10 GREENHECK 08141 -5 1000 0.75 1/3 CV 373 MEN EF -11 GREENHECK GB141HP -5 1125 0.75 1/2 CV 353 WOMEN EF -12 GREENHECK GB091 -4 750 0.75 1/4 CV 427 PROJECTION RM EF -13 GREENHECK • 08141 -5 1500 0.75 1/2 CV 432, 434 PROJECTION RM EF -14 GREENHECK GB141 -5 1500 0.75 1/2 CV 433 PROJECTION RM EF -15 GREENHECK GB141 -5 1500 0.75 1/2 CV 430, 431 PROJECTION RM Project Info Project Address Westfield Southcenter 633 Date 7/31/2007 Southcenter Parkway For Building Dept. Use Tukwila, WA 91888 Applicant Name: Kevin Troutman for AMC Theatres Applicant Address: 2575 S San Jacinto Ave. San Jacinto, CA 92583 Applicant Phone: (951) 925 -2504 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLys Location CRU- 1 /CU -1 MITSUBISHI PKA- Al2GA /PUY- Al2NHA 12 425 N.A. 13.6 TELECOM ROOM Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 2006 Washington Slate Nonrestdenhal Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option Simple System O Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. for projects without plans, fill in the required information below. EF -16 GREENHECK GB081 -6 500 0.75 1/6 CV 421 ELEVATOR MACH. KM FPB -1A TRANE VSF -14 2400 0.25 3/4 CV 304 AUDITORIUM 1 FPB -1B TRANS VSF - 14 2385 0.25 3/4 CV 304 AUDITORIUM 1 FPB -2 TRANE VSF -12 1770 0.25 1/2 CV 314 AUDITORIUM 2 FPB -3 TRANE vse -14 2310 0.25 3/4 CV 316 AUDITORIUM 3 FPB -4 TRANE VSF -14 2720 0.25 1 CV 320 AUDITORIUM 4 FPB -5 TRANS VSF -14 2$10 0.25 3/4 CV 326 AUDITORIUM 5 FPB -6 TRANE VSF -12 1720 0.25 1/2 CV 326 AUDITORIUM 6 FPB -7A TRANS VSF -12 1620 0.25 1/2 CV 331 AUDITORIUM 7 FPB -72 TRANS VSF-12 1900 0.25 3/4 CV 331 AUDITORIUM 7 FPB -8A TRANS VSF -14 2400 0.25 3/4 CV 338 AUDITORIUM 8 Fes -8B TRANS VSF -14 2385 0.25 3/4 CV 338 AUDITORIUM 8 FPB -9A TRANE VSF -14 2900 0.25 3/4 CV 348 AUDITORIUM 9 FPB -9B TRANS VSF -14 2385 0.25 3/4 CV 348 AUDITORIUM 9 FPS -10A TRANS VSF -12 1620 0.25 1/2 CV 351 AUDITORIUM 10 FPB -10B TRANS VSF -12 1920 0.25 3/4 CV 351 AUDITORIUM 10 FPB -11 TRANS VSF -12 1720 0.25 1/2 CV 356 AUDITORIUM 11 FPB -12 TRANS VSF -14 2310 0.25 3/4 CV 359 AUDITORIUM 12 FPS -13 TRANS VSF -14 2720 0.25 1 CV 363 AUDITORIUM 13 FPB -14 TRANS VSF -14 2310 0.25 3/4 CV 367 AUDITORIUM 14 FPB -15 TRANS VSF -12 1770 0.25 1/2 CV 371 AUDITORIUM 15 FPB -16A TRANS VSF -14 2400 0.25 3/4 CV 379 AUDITORIUM 16 FPB -16B TRANS VSF -14 2385 0.25 3/4 CV 379 AUDITORIUM 16 FPB -17 TRANS VSF -14 2480 0.25 3/4 CV 301 LOBBY WEST FPB -18 TRANS VSF - 10 1240 0.25 1/4 CV 301 LOBBY WEST FP8 -19 TRANS VSF -10 1240 0.25 1/4 CV 301 LOBBY WEST FP8 -20 TRANS VSF -14 2540 0.25 3/4 CV 301 LOBBY EAST FPB -21 TRANS VSF-14 2545 0.25 3/4 CV 301 LOBBY EAST FPB -22 TRANS VSF -10 1275 0.25 1/4 CV 301 LOBBY EAST FPB-23 TRANE VSF -06 455 0.25 1 /10 CV 302 GUEST SERVICES FP8 -24 TRANS VSF -14 2344 0.25 3/4 CV 303 BOX OFFICE FP8 -25 TRANS VSF -12 1775 0.25 1/2 CV 380 ARCADE I 2006 Washington State Nonresidential Energy Code Compliance Form 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 3 Flow control types: variable air vdume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: 0 Constant vol? J Air cooled? fl Packaged sys? Q <20,000 Btuh? ❑ Split system? 0 Economizer included? If Heating Only: CJ <5000 cfm? 0 <70% outside air? Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical S uththark (back) ECH =SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used Heating /Cooling__ or Cooling Only otal Ca wo economize <240,000 Btuh or 10 %? Referenc Section 1421 Yes Reference 1 Section 142? Simple System Yes Allowed 4 (section 1420) Af4 Outd rs Of Adjacent to utdoor Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. i •Mechanical .- `Complex Systems Checklist ,.. 2006 Washington Slate Nonresidential Energy Code Compliance Forms . MECH Revised July 2007 Project Address Westfield Southcenter 633 Dat 7/31/2007 The following additional information Is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH - CHK checklist for additional system requirements). This Information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n.a. 1431.1 Field assem. sys. Provide calculations yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans H301 yes 1432.2.1 Air system reset Indicate automatic reset 01301 n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower. & heat pump loop valves yes 1433 ' Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 01301 n.a. 1433 Water Economizer indicate water economizer and provide calculations if 1433 Exception 2 Is utilized yes 1434 Separate air sys. Indicate separate systems on plans 01301 yes 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 01301 yes 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations t4301 n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency Yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 01301 n.a. 1439.1 Kitchen Hoods Indicate uncooted and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup no is circle for any ques provide explana Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. C Start Here J Section 1411.1 Equipmen Efficiency Shall Meet Tables 14.1A through 14 -1G y Fuel Furna input 2 225.000 8tuh? as/Oil Fume input z 225.000 tub or Gas/0 'I Heat 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input_ 225.000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required leld- Assemble Equipment? Air System Serving Multiple Zones? opacity of H Heating System > 0.000 Btuh? Yes 2006 Washington State Nonresidential Energy Code Compliance Form Yes y 1411.1 0.75% Maximum Jacket Loss Yes { Section 1431.1 Calculations of Total On-Sue Energy Input 6 Ouput Required a (continued on back) Yes 4, Section 1432.2.1 Supply Air Reset Controls Required Yes No 4, Section 1432.2.2 Hot Water Supply Temperature Reset Required Mechanical Complex Systems (back) 71ECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms rr % Air Econ Provided? Section 1413 2006 Washington State Nonresidential Energy Code Compliance Form Yes tal Cap. cono <= 480,00 Btuh or 20% of otal Cap. Yes Yes otor Ind. qpmt. Coved by Tbl 14.1A -14• 10? ystem or Zon w/ Simultaneous Htg. & Clg.? No DONE — No— Yes- Section 1436 50% Effective Heat Recovery Required Multi-speed Motor In Multi- eed system? Yes t ans or Pumps > 10 HP? Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Application Involves Variable Flow? No Yes— Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes No-► Yes-0. Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 I Yes Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make-up b. 75% Direct Makeup w! Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Revised July 2007 Mechanical.Permit 2006 Washington State Nonresidential Plans Checklist :. -,_ r ::: :; : ' MECH -CHK Energy Code Compliance Forms Revised July 2007 Project Address Westfield Southcentor 633 !Date 7/31/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401.1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. Ust heat pumps on schedule 14301 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 14301 yes 1411.1 Combustion htg. indicate intermittent ignition, flue /draft damper & jacket loss 14301 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 14101 - 4 yes 1412.2 Deadband control Indicate 5 degree deadband minimum 17010 . a . 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 17010 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1x101 - 4 yes 1412.4.2 Optimum Start Indicate optimum start controls 17010 .a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion htg. Indicate modulating or staged control 14301 yes 1412.7 Balancing Indicate balancing features on plans 14101 - 4 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 14103 -4 .a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 14301 1413 Air economizers • yes 1413.1 Air Econo Operation Indicate 100% capability on schedule 14301 . a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb . a. 1413.2 Water Econo Doc Indicate cig load & water econoe & cig tower performance ye6 .1413.3 Integrated operation Indicate capability for partial cooling 14301 . a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary 15891 yes 1414.2 Duct insulation Indicate R -value of insulation on duct 15250 .a . 1415.1 Piping insulation Indicate R - value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan 15990 yes 1416.22-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 15990 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 15990 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 15990 yes 1434 Separate air sys. Indicate separate systems on plans 14101 - 4 yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 14301 SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. . a. 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off 15460 yes 1443 Pipe Insulation Indicate R -value of insulation on piping 15411 . a. 1452 Heat Pump COP Indicate minimum COP of 4.0 a. 1452 Heater Efficiency Indicate pool heater efficiency .a. 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers Indicate vapor retardant cover . a . 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form o" is circled for any question, provi explana 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECHCHK 2006 Washington Slate Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225.000 Bluth (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARt lest conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaeiters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. II must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpolnt. 2. Equipment with full load demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely bye manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: • 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (OCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are - served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment tacking airside economizer, at outside sir temperatures of 45 ° F dry-bulb/40 wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Blu/h shall have modulating or staged combustion control. 2. Systems with water economizer • 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Seating: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be seated in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal antransverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. Of greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2.800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air 'duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECHCHK 2006 Washington Slate Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225.000 Bluth (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARt lest conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaeiters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. II must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpolnt. 2. Equipment with full load demands of 2 kW (6,828 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely bye manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: • 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (OCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are - served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment tacking airside economizer, at outside sir temperatures of 45 ° F dry-bulb/40 wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Blu/h shall have modulating or staged combustion control. 2. Systems with water economizer • 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Seating: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be seated in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal antransverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. Of greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2.800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air 'duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied selpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heal usage during start -up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LEO indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btulh shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure lest connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14.6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Reid iddleton November 7, 2007 File No. 262007.005/01502 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal AMC Theater Tenant Improvements (D07 -258) Dear Mr. Benedicto: RECEIVED CITY OF TUKWILA NOV 08 20071 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised architectural sheets were submitted in response to our initial plan review for insertion into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: T101, A313, A314, A702, A703, A1002, A1004, A1009 and A1012. Note that revised structural sheets were submitted for all of the original structural sheets. Persuant to IBC Section 106.3.4.2, a letter by ANF Associates, dated October 22, 2007, serves as evidence of review by the structural engineer for the building. A copy of the letter is enclosed for your reference. Structural special inspections by qualified special inspectors should be provided. The following is a summary: 1. Installation of headed stud anchors (i.e., Detail 4/S3.0): Continuous. 2. Installation of concrete expansion and adhesive anchors, where applicable: Continuous. 3. Fabrication and erection of structural steel: Periodic. 4. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor deck welds: Periodic. 5. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and floor deck welds (i.e., Section 1/S4.0): Continuous. 6. High - strength bolting of structural steel other than slip - critical: Periodic. 7. High - strength bolting of structural steel, slip - critical, where applicable: Continuous. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila November 7, 2007 File No. 262007.005/01502 Page 2 Note #7 at the General Section of the structural notes, Sheet SO.0, specifies structural observation by the engineer for the theater seating. Enclosed are two sets of the revised architectural sheets and structural drawings, one set of the original architectural /mechanical/electrical/plumbing drawings, structural calculations, and correspondence from the architect and structural engineers for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Or-Sg- _-_-=--, P i . : razil, P.E., S.E. nior Engineer Enclosures cc: Kevin Troutman, STK Architecture (by e-mail) Allen Evans, Henderson Engineers (by e-mail) Brenda Holt, City of Tukwila (by e -mail) dop:\ doc\ 26\ planrevw \tkwila \07 \t015r2.doc \prb Reid iddleton ANF & ASSOCIATES October 22, 2007 City of Tukwila 6300 South Center Blvd. Suite 100 Tukwila, WA 98188 -8548 Attn: Ken Nelson Senior Plan Examiner RE: AMC 14 Plex Theatre Westfield South Center Dear Mr. Nelson: Please be advised that the construction documents and structural calculations of the AMC 14 Plex Theatre on third level of South Center have been reviewed and the loadings applied to the South Center structure from the AMC Theatre have been found to be in conformance to the design loads of the South Center. Should you have any questions regarding the above, please contact us. Sincerely yours, ANF & Associates Norman Hon, s.E.fronRE3 t 4 01 Principal cc: Ray Marter NH /DY /rh E: \DY12007125906 - Letter to City of Tukwila re South Center Mall dated 10 -22 -2007 9420 Telstar Avenue, Suite 118 • El Monte, CA 91731 Tel: (626) 448 -8182 • Fax: (626) 448 -8092 • E -mail: anf1688 @pacbell.net Consulting Structural Engineers DOI - 2.c6' lh E. H. Prewilt. P.E. E. H. Prewitt, P.E. A.S. Ratkewicz, M.A. D.J. Nelsen, P.E. R.W. Sommer, P.E. E.P. Hutson, Jr., P.E. September 7, 2007 Jim Zentner STK Architects 2574 San Jacinto Ave. San Jacinto, CA 92583 -5318 Ph: 951/925 -2504 Fax: 951 /925 -0244 Dear Jim: SEATTLE, WA Respectfully, g tea„ Rod Sommer, P.E. Partner Norton & Schmidt L.C. Fehner. P.E. K.S. Goldstein. P.E. R.D. Hyland, P.E. W.D. Schwabauer, Jr., P.E. L.C. Fehner, P.E. C.T. Haffner, P.E. D.A. Dorau, P.E. W.S. Norton, P.E., Emeritus M.A. Schmidt, P.E., Emeritus Consulting Engineers, LLC N. Kansas City MO • Atlanta GA RE: AMC SOUTHCENTER FILE #2005 -2530 The following addresses the structural items indicated in the Building Permit Plan Review Comments from Reid Middleton to Bob Benedicto, dated August 22, 2007, in order of occurrence: 1. Our office will follow up to be sure that the mall design engineer has reviewed and approved these documents. 2. The city of Tukwila was contacted and it was stated that tenant improvements must be made in accordance with the 2006 IBC. Documents have been revised accordingly. 3. Special Inspection requirements have been updated and indicated on sheet S0.0. 4. This note was added as item 7. in General section of General Structural Notes. 5. ASTM standard references have been modified accordingly. 6. Expansion anchor spec has been modified to Hilti Kwik Bolt TZ. 7. HSS4x4x5 /16" was analyzed and found to be sufficient for all column locations. Calculation is included. 8. Loads imposed by theatre tenant improvements have been provided to the mall engineer of record. Our office will follow up and obtain required substantiation. 9. Inconsistent items have been modified as required. 10. Seismic calculations have been included. b o� -Z9b 311 E. 11 Avenue North Kansas City MO 64116 • (816) 421 -4232 • Fax: (816) 421 -1956 9101771 SEP 2007 �?; REiD lviiDULi J"s Norton & Schmidt E. H. Prewitt. P.E. E. H. Prewitt, P.E. A.S. Ratkewicz, M.A. D.J. Nelsen, P.E. R.W. Sommer, P.E. E.P. Hutson, Jr., P.E. September 7, 2007 Jim Zentner STK Architects 2574 San Jacinto Ave. San Jacinto, CA 92583 -5318 Ph: 951/925 -2504 Fax: 951 /925 -0244 Dear Jim: Respectfully, , gtes„ Rod Sommer, P.E. Partner lh L.C. Fehner. P.E. K.S. Goldstein. P.E. R.D. Hyland, P.E. W.D. Schwabauer, Jr., P.E. L.C. Fehner, P.E. C.T. Haffner, P.E. DA. Dorau, P.E. W.S. Norton, P.E., Emeritus M.A. Schmidt, P.E., Emeritus The following is a list of drawing items modified for Delta 1: Consulting Engineers, LLC N. Kansas City MO • Atlanta GA RE: AMC SOUTHCENTER FILE #2005 -2530 SEATTLE, WA Sheet S0.0 1 Modified General Structural notes: General: added item 7. Anchors: modified expansion anchor type. Light Gage Steel Framing: modified ASTM standard designations. 2. Modified Special Inspection List: Added expansion and adhesive anchors Omitted full penetration and partial penetration groove welds Added headed stud anchors and welding of cold formed framing members Sheets S2.0 and S2.1 1. Modified beam sizes in auditoriums 1,2,9 and 10. Sheet S3.0 1. Detail 5: changed C10 channel to 3x3x1/4" angle to match auditorium sections. Sheets S4.0 and S4.1 1. Section 1: added reference to detail 6 -S3.0. DO1- Wb 311 E. 11 Avenue North Kansas City MO 64116 • (816) 421 -4232 • Fax: (816) 421 -1956 SEP 2001 R I D h DLU f,: ARCHITECTURE,INC. AMC Southcenter 633 Southcenter Parkway Tukwila, WA 91888 -2888 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Delta No. 1 — Narrative for Plan Review Comments Dear Mr. Benedicto: Listed below are the responses to the plan check comments that were provided by Reid Middleton Inc. The First three comments we addressed due to the Architectural nature of._4he comments. The Remaining comments are addressed in the attached document provided by our Structural Engineer. Our responses are shown in Italic below the original comment. Architectural Comments: imc® Permit No. D07 -074 Plan Review Comments September 7, 2007 1. A heavy duty suspended ceiling support system should be specified at detail 7/A1002 or 6/A1009. Support systems other than heavy -duty are not permitted in buildings assigned to Seismic Design Category D. See IBC Section 1613.1 and Section 13.5.6.2.2(a) of ASCE 7 -05. Refer to the structural drawings for the seismic design category. The grid system that is being used is the "Donn DX" system by USG. This system meets or exceeds the requirements for a heavy duty system and complies with all ASTM C635 and CISCA Requirements. 2. The metal trim angle supporting the acoustical ceiling at Detail 6/A1002 should be increased in size to 2 inches x 2 inches. See IBC Section 1613.1 and Section 13.5.6.2.2(a) of ASCE 7 -05. Detail 6/A 1002 has been changed to show the edge angle as a 2 "x2 ". I Sincerely, Jim Zentner, Project Manager STK Architecture Inc. 3. The references to ICBO ES Report 2388 on Sheet A702 and other areas of the drawings should be changed to ICC -ES -ESR -1663. Report 2388 has been superseded by ESR -1663. Refer to www.icc - es.orq for further information. All References to the ICBO Report 2388 have been updated to show the current ICC -ES- ESR - 1663.. Reference attached document for remainder of comments. If you have questions please let us know and we will be happy to assist you. September 10, 2007 Kevin Troutman 2575 S San Jacinto Av San Jacinto, CA 92583 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -258 AMC Theaters — 633 Southcenter Mall Dear Mr. Troutman, If you have any questions, please contact me at (206) 431 -3760. Sincerely, arshall ician enc File No. D07 -258 city of Tukwila qr P:\Pemrit Center\Correction Letters X2007007-258 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 7, 2007 Project Name: AMC THEATERS Permit #: D07 -258 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As of July 1, 2007 the new 2006 codes became effective. The City of Tukwila shall only approve plans submitted after that date that comply with the current 2006 International Building codes and Washington State Energy Codes (WSEC) induding 2003 ANSI codes. Please revise the cover sheet code notes to show plans shall comply with the current 2006 International codes. Code notes shall also indude compliance with all relative 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. August 2, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review AMC Theater — D07 -258 633 Southcenter Mall, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, {,jij (1 Brenda Holt, Permit Coordinator encl xc: Permit File No. D07 -258 City of Tukwila Department of Community Development Steve Lancaster, Director H:1Documents\Structural Consultant \D07 -258 - structural review.DOC Page 1 of 1 bh Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 19, 2007 Kevin Troutman 2575 S San Jacinto Av San Jacinto CA 92583 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -258 AMC Theaters — 633 Southcenter Py Dear Mr. Troutman, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Building Department: Ken Nelsen, at 206 431 -6397, if you have any questions concerning the attached comments. 1. Provide WSEC compliance form for envelope, lighting, and mechanical. They must be plan verifiable. 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 messeneer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Enclosures File: D07 -258 City of Tukwila P:\Permit Center\Incomplete Letters \2007\D07 -258 Incomplete Ltr #1.DOC ]em Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 imc. AMC REALTY, INC. 920 MAIN STREET KANSAS CITY, MO 64105 T: 816 221 4000 November 8, 2007 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 l u!Nnwwoo� LOU 6 0 ON aaAmou Tenant improvement permit for AMC Realty, Inc., Tukwila Permit No. D07 -258, is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Buildin: ' - ��f No. D06 -147 has received final inspection approval from the Building Di '.'.;! This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant stina Title': Facilities Tenant Name: AMC Realty, Inc. President — Design, Construction, & poi- 2as 1.\_. Date 7/247 Pages 2 including this page To Jim Zentner From Diane Agasid Bondoc Phone 951 --25 -2504 Phone 206 -205 -1903 Fax 951 -925 -0244 Fax RE: Heath De. artment Submittal Email 6 metrokc.gov '01432/ 2007 12:43 206 - 296 -r Public Health Seattle & 1Ki.ng County HEALTHY PEOPLE! HEALTHY COMMUNITIES. David Fleming, MD, Dt ettvrend Health Officer confidential Health Information May Be Enclosed Health care information is personal and sensitive information related to a person's health care. It is being faxed to sou after appropriate authorization from the client or under circumstances that don't require client authorization. As the recipient, you are obligated to maintain it in a safe, secure and confidential mariner. Re- disclosure without additional client consent or as permitted by law is prohibited. Unauthorized re- disclosure or failure to maintain confidentiality could subject you to penalties described in federal and slate law. IF YOU RECEIVE THIS FAX IN ERROR, PLEASE CONTACT THE SENDER AND SHRED THIS FAX AND ALL ACCOMPANYING DOCUMENTS • ❑ URGENTE ❑ For your information Z Per your request ® Per our pI one conversation Message Alder Square Envirgnmental Health Services 1404 Central Avenue iouth, Suite 101 • Kent, WA 98032 T 2o6- 2964708 F 20&29.0163 TTY 711 • www.metrokc.gavlhealth ALDER SQUARE EH ❑ Please process the attached order ❑ Please sign the attached and return ❑ Please respond to the attached 41&(ItyofSeattle Gregory J. Nickels, Mayor PAGE 01 FAX RECEIVED CITY OF TUKWILA JUL 1 2 2007 NER(V11T CENTER King County Ron Sims, Executive 002/2007 12:43 206- 296 -"'63 05/25/2907 12:26 206 -2 - 163 1P Public kiea.t Seattle & King County H EALTHY •"gp.s.R. NLALTNY CCOMOLINITIRS. O vid R,mMR, NO, Obeelc and ,h,fyj O/ipr ALDER SQUARE EH ALDER SQUARE EH '''•"' PLAN REVIEW APPLICATION - 2007 Plan Review Fee: Effective 1/1/07 - 12/31 /07 1 NEW FOOD ESTABLX5 MMENT $434,00 MULTIPLE FEES $281.00 �� (� � r.,,.• a REMODEL OF EXJS7146 FOOD DERV= $89600 COST Or seRVxce S /HR Make checks payable SICCOPH Please complete information below and submit as directed in Plan Guide. �3 R9Ry� Project Information Food Service Establishment; Name doing business as): Project Site Address: /4 Sewage Treatment: Ai Seibrer District yr ❑ On -site Septic System If a mobile vehicle, provikeicense plate number *Former name of food s rice establishment, if applicable: --- Applicant /Reguestor Itfbrmatian Contact Person (Owner, A jiliaant or Agent); Business Name: l� r G Malting Address: Phone Numbers: MOP Ownership Information Owner /Operator: Business Name: Mailing Address: Phone Numbers: Project Scope Brief description of prdpdshl Proposed number of seats New O' eration ❑R model of Existing FSE ❑ Ownership Change iN QZaW Office Ust Only Permit Record Ib (PR #) Classification -DOES/DPP is bate: bistOssion: b 128h -I IL I nJoi Alder Square biome Agasld 9ondoe 1404 Central Avenue 3, Ste 10? Kent, WA 98032 (206) 20¢ -1903 I ` • 41 A'(G 0 b Lr DISTRICT HEALTH CENTERS • Downtown Patricia Ryan 2124 - 4" Avenue, 4'" Floor Seattle, WA 98121 (206) 296 -4707 ✓JFilrnar rrechtiote l J:-Anlery/vkh aaVIm.14ppNcan" saRf, 1021 Abatable a elorrnat✓�•R former upon repusrr pyrsuont f0 40A U11 (T H t�1 E/9T g ❑ Revision ❑ Other low Northshore MlchaelStretcher 10808 NE 145"' Strom gothell, WA 98011 (206) 296-9741 PLAN REV $454.00 PAGE 02 PAGE 02 r< Ch4VEL JUN 2 7 2007 Plan Review SR# I Variance SW Date Submitted: L,IV)t Approval Date Reviewer Review Time: Action Taken: ❑ Approve ❑ Disapprove ❑ Corrections sent ❑ Pending ❑ Other • ACTIVITY NUMBER: D07 -258 DATE: 01 -23 -08 PROJECT NAME: AMC THEATERS SITE ADDRESS: 3600 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B Id g ' ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete REVIEWER'S INITIALS: APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28-02 PLAN P �� M V I EW %ROU TING SLIP Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 01 -24 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete; Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route y. Structural Review Required ❑ No further Review Required DATE: DUE DATE: 02 -21 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 258 DATE: 09 - - PROJECT NAME: AMC THEATERS SITE ADDRESS: XXX SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: (91 U Buil • ( g ivision Public Works Complete Comments: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: ,., ERM1T GOOHU Our i Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: El DATE: No further Review Required ❑ Permit Coordinator DATE: Planning Division C CI DUE DATE: 09-20-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-18-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP , IERMIT COORD COPY ACTIVITY NUMBER: D07 -258 PROJECT NAME: AMC THEATERS SITE ADDRESS: Response to Correction Letter # 633 SOUTHCENTER MALL DATE: 08 -01 -07 Original Plan Submittal X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS! I drag Ivlslon ��,� Public Wor. ks Structural II4n4 Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documentstrouting slip.doc 2 -28-02 Incomplete ❑ Structural Review Required Approved with Conditions ❑ DATE: DATE: ? /t �, ,, �j trf P lain ng Division El Permit Coordinator DUE DATE: 08-02-07 Not Applicable ❑ No further Review Required Not Approved (attach comments) FY DUE DATE: 08-30-07 Bldg '1 Fire ❑ Ping ❑ PW ❑ Staff Initials:,''✓ DE ARTMENTS: Bu ldin"g Division Pkbll ^orks Complete n Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 '�'ERMIT COORD COPY"' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -258 DATE: 07 -12 -07 PROJECT NAME: AMC THEATER SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: 6I "c 1.25 ° i Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 07-1 7-07 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-14-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I 1 — .13 - 0g W z Summary of Revision: 6,A. co,nAer 7k W\ A-e. ccs 4v- ,� kr_ wt.( IA s Summary of Revision: Received by: 7' 0„ , ,,L REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: / VIC ' rs SITE ADDRESS: 3 4)00 Soo-i-ince0A -6 REVISION LOG PERMIT NO: ' 0 0 ORIGINAL ISSUE DATE: 1( - 1H - 07 (please print) (please print) (please print) (please print) (please print) r \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 City of Tukwila Project Name: AMC Theaters 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: / " - 0c Plan Check/Permit Number: P07 Response to Incomplete Letter # Response to Correction Letter # :Revision # after Permit is Issued 1 Revision requested by a City Building Inspector or Plans Examiner • Received at the City of Tukwila Permit Center by: erf ,Entered in Permits Plus on I —; 3 _& Steven M. Mullet, Mayor Steve Lancaster, Director Project Address:. 633 Southcenter Mall Contact Person: IM ZENnTl Phone Number: 95/-925- 95o4- Summary of Revision: 2 60#.4 tl t ri oM.I' AT 1 7e ,i L 666 77 e s Wi -lgue 2 -)4, 1,1 & Lc ArtE /e QuI otr) : f 1s RECOugSTE > C.; T J4 .: : i' , { ]� ..u11-11:.iNcv specTOR Sheet Number(s): A -Sk -374 A -se- 375 4 -SK 3)6 . "Cloud" or highlight all areas of r evision' including date of revision 7 001 RECEIVED o rre 8F'TUKW )JAM 23 248 PERMri CENTER Date: V/ 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. Plan Check/Permit Number: D07-258 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AMC Theaters Project Address: 633 Southcenter Mall G Contact Person: `-.1 rn Zet n .. /,j Phone Number: i- c ?2 - 2504 Summary of Revision: / Revue✓' Gofr DA*rw TO c7.4 Sheet Number(s): GovE2 € JEST 7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by kr Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Rrviced• Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF TIUKWILA SEP 18 2007 PERMIT CENTER 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 SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: " 01)07 Plan Check/Permit Number: D07-258 • 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: AMC Theater Project Address: 633 Southcenter Mall Contact Person: KCV IN TSZOuTY A an/ Phone Number: 9SI — 795- 9SO4 Summary of Revision: PROS VI SC6 Corr.( Ili hrGe,n •- Sheet Number(s): >E 41r►9-ch.-90 1- 5 "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by 0 Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIL■ AUG 01 ZUui PERMIT CENTER License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address 1 PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2009 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 Bond Amount BAYLEY HOLDINGS INC PARTNER 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BAYLECG034JC 11/14/2007 A 16 Flex Theatre Tenant Improvement within: SHOPPINGTOWN SOUTHCENTER 920 MAIN STREET KANSAS CITY, MO. 64105 PHA (816) 221 -4000 FAX (816) 480 -2582 Project address: WESTFIELD SOUTHCENTER 633 Southcenter Parkway Tukwila Washington. 91888 -2888 AMC Realty, Inc. D[JTA- 1 SFT SEPTEMBER 7 2007 T 1� SAT .0244 Email: stk@ Ke in Re iste red 2575 San Jacinto Ave., San Jacinto, California 925 Ph9ne: 951.925 2504 Fax: 951 .925 red rch l rch can A ro 3 -5318 tkinc.om orton 8c Schmidt Consul)ing Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 AT F BY City ofTukwlfa BUILDING DIVISION REVISIONS No changes shall 5e n.lacfe to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subm tai and may include additional plan review fees. 144 \ DF PSO I N C O R P O R A T E \ CI\ EHRI 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913-307-5300 FAX: 913-307-5400 WEB: WWW.HENDERSONENGINEERS.COM FILE Non* No. Plan Wows b =NM o CITASSIOTIS. Aprova,of construcdo,downed. does not authorize the violation of any of approved +. acknoyeledget Mechanical er lectrical �,umbing Gas Piping SHOPPING TOWN SOUTHCENTER SEPARATE PERMIT REQUIRED FOR: City of i ukvrila BUILDING DIVISION _ L ay 11 - ;iJ„ �r4 l lust t REM I4WOL11 11. Code Rowley Cs+.iNt.ot REVIEWED This plan wr. rt:vlewed for venni c ntorniaace *kb the ft awing us amended by Iv jnrisdictlest: anKtStai Provisions et es las r, l &Aft Code ❑ sue- .trncwrai Pruthiupr of the intarnssiasel Britian Cede 0 Others Tho proi..t scrii.sse is rerpm.ibls for.awlesrnsr rids all .pptic. L c I:004160m of ap woe.4, p mit r.epires ossi *WOO to the ompsir..t.sos rod isterfroistiora of the sowroil g so City. This ravioli dun not Mies this Arabect rd rogioneis u(ltasord of t ie respossiliiiity fir ..ampictr d.rign m scsxzdsoos with the ism of the sa+hrovsg jurisdiction ad ths rims uf Washi Jurisdiction ` - �► J H H Pim W h W U t 0 y _ : Note! AMC Vendor drawngs are not prepared by STK Architects. AMC rovide soley for Contractor �f coordination. S HE INDEX A� AMC CONCESSION, BOX OFFICE, GUEST SERVICES � WENT 92 ME E SHEET INDEX - ARI DELTA-1 S DELTA-1 SET 9-7-07 wow PLANS 5071 TRW PLANS 72 SW PLANS 92 S� PLANS SEF 9-7-07 • • • • • • • • • • FLOOR PLANS B111 CONCESSION EQUIPMENT SCHEDULE & NOTES 6-7-06 7+06 8 -21-06 16 1 -15-07 9-7-07 9-7-07 E101 POWER FLOOR PLAN — LEVEL 3 WEST HALF B112 CONCESSION EQUIPMENT PLAN MEP100 MECHANICAL, ELECTRICAL, PLUMBING LEGEND 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • A011 FLOOR AREA PLAN -- LEVEL 3 MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN B114 PLUMBING ROUGH —IN PLANS A012 FLOOR AREA PLAN --- LEVEL 4 M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF B115 CONCESSION ELEVATIONS AND RACEWAY CONN. INFO A111 EGRESS FLOOR PLAN — LEVEL 3 M102 HVAC FLOOR PLAN — LEVEL 3 EAST HALF B116 CASEWORK PLAN VIEW A112 EGRESS FLOOR PLAN — LEVEL 4 M103 HVAC FLOOR PLAN — LEVEL 4 WEST HALF B117 CASEWORK SECTIONS A211 OVERALL FLOOR PLAN — LEVEL 3 M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF e • B130 GENERAL THEATRE SHELVING — RIGHT A212 OVERALL FLOOR PLAN — LEVEL 4 M201 HVAC ELARGED PLANS • B131 GENERAL THEATRE SHELVING — LEFT A221 DIMENSION FLOOR PLAN — LEVEL 3 MST M202 HVAC ELARGED PLANS B135 MANAGEMENT OFFICES AND SCHEDULE OF A222 DIMENSION FLOOR PLAN — LEVEL 3 EAST HALF) M301 MECHANICAL SCHEDULES ELECTRICAL / DATA REQUIREMENTS A223 DIMENSION FLOOR PLAN --- LEVEL 4 WEST HALF) M302 MECHANICAL SCHEDULES B150 BOX OFFICE / GUEST SERVICES PLANS AND ELEVATIONS A224 DIMENSION FLOOR PLAN — LEVEL 4 EAST M401 MECHANICAL DETAILS B151 BOX OFFICE / GUEST SERVICES DETAILS A231 REFERENCE FLOOR PLAN — LEVEL 3 (WEST . , AISLE LJGHTING A232 REFERENCE FLOOR PLAN — LEVEL 3 (EAST B211 LEGEND, NOTES, USHER DETAIL, AISLE LIGHTING PLANS A233 REFERENCE FLOOR PLAN — LEVEL 4 (WEST AUDITORIUMS 1 & 2 A234 REFERENCE FLOOR PLAN — LEVEL 4 (EAST B212 AISLE LIGHTING PLANS — AUDITORIUMS 3, 4, 5 & 6 A241 ENLARGED PLANS B213 AISLE LIGHTING PLANS — AUDITORIUMS 7, 8, 9 & 10 A242 ENLARGED PLANS B214 AISLE LIGHTING PLANS — AUDITORIUMS 11, 12, 13 & 14 A243 ENLARGED PLANS B215 AISLE LIGHTING PLANS — AUDITORIUM 15 A251 WATERPROOFING FLOOR PLAN — LEVEL SEATING A252 WATERPROOFING FLOOR PLAN — LEVEL B311 SEATING PLANS — AUDITORIUMS #1 & #2 A261 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 3 WEST HALF) B312 SEATING PLANS — AUDITORIUMS #3 & #4 A262 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 3 EAST HALF • • B313 SEATING PLANS — AUDITORIUMS #5 & #6 A263 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 4 WEST HALF B314 SEATING PLANS — AUDITORIUMS #7 & #8 A264 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 4 EAST HALF B315 SEATING PLANS — AUDITORIUMS #9 & #10 REFLECTED CEILING PLANS B316 SEATING PLANS — AUDITORIUMS #11 & #12 A311 REFLECTED CEILING PLAN — LEVEL 3 WEST HALF) B317 SEATING PLANS — AUDITORIUMS #13 & #14 A312 REFLECTED CEILING PLAN — LEVEL 3 EAST HALF) B318 SEATING PLANS — AUDITORIUMS #15 & #16 A313 REFLECTED CEILING PLAN — LEVEL 4 WEST HALF) SCREEN DETAILS A314 REFLECTED CEILING PLAN — LEVEL 4 (EAST B401 PROJECTION & SCREEN SYSTEM ISOMETRICS ROOF - EXTERIOR ELEVATIONS - SECTIONS B402 SCREEN SYSTEM PLANS & ELEVATIONS A411 ROOF PLAN B403 SCREEN SYSTEM DETAILS / SPECIFICATIONS A421 BUILDING ELEVATIONS . . . . A422 BUILDING ELEVATIONS A431 BUILDING SECTIONS A432 BUILDING SECTIONS A441 AUDITORIUM SECTIONS A442 AUDITORIUM SECTIONS A443 AUDITORIUM SECTIONS INTERIORS A511 FINISH SCHEDULE A512 FINISH MATERIALS SCHEDULE A521 INTERIOR ELEVATIONS — LOBBY & CORRIDORS A521A INTERIOR ELEVATIONS — ENTRY LOBBY A522 INTERIOR ELEVATIONS — RESTROOMS A531 INTERIOR ELEVATIONS — AUDITORIUMS A532 INTERIOR ELEVATIONS — AUDITORIUMS A541 FINISH FLOOR PLANS — LEVEL 3 WEST A542 FINISH FLOOR PLANS — LEVEL 3 EAST A543 FINISH FLOOR PLANS — LEVEL 4 WEST A544 FINISH FLOOR PLANS — LEVEL 4 EAST A545 FINISH FLOOR PLANS — LEVEL 3 (TERRAZZO A551 WALL FINISH FLOOR PLANS — LEVEL 3 (WEST HALF) A552 WALL FINISH FLOOR PLANS -- LEVEL 3 (EAST HALF) A553 WALL FINISH FLOOR PLANS — LEVEL 4 (WEST HALF) A554 WALL FINISH FLOOR PLANS — LEVEL 4 (EAST HALF) • • to is • DOOR SCHEDULJNG A611 DOOR SCHEDULE A621 DOOR DETAILS WALL TYPE SCHEDULES A701 STUD TABLES AND TOP TRACK A702 WALL FRAMING DETAILS AND CONDITIONS A703 WALL FRAMING DETAILS AND CONDITION A721 WALL TYPE SCHEDULE A722 WALL TYPE SCHEDULE A723 WALL TYPE SCHEDULE A724 WALL TYPE SCHEDULE A725 WALL TYPE SCHEDULE HANDRAIL PLANS A811 LEVEL 3 — AUDITORIUM & STAIR HANDRAIL PLANS (WEST HALF) A812 LEVEL 3 — AUDITORIUM & STAIR HANDRAIL PLANS A813 LEVEL 4 — AUDITORIUM & STAIR HANDRAIL PLANS A814 LEVEL 4 -- AUDITORIUM & STAIR HANDRAIL PLANS A821 ELEVATOR DETAILS SIGHT UNE SECTIONS A911 SIGHT LINE DIAGRAMS A912 SIGHT LINE DIAGRAMS DETAILS A1001 STANDARD DETAILS A1002 STANDARD DETAILS A1003 STANDARD DETAILS A1004 STANDARD DETAILS A1005 STANDARD DETAILS A1006 STANDARD DETAILS A1007 STANDARD DETAILS A1008 STANDARD DETAILS A1009 STANDARD DETAILS A1010 STANDARD DETAILS A1011 STANDARD DETAILS A1012 STANDARD DETAILS A1013 STANDARD DETAILS WAYFINDING WF111 OVERALL WAYFINDING PLAN — THEATRE LEVEL 3 WF112 OVERALL WAYFINDING PLAN — MEZZANINE LEVEL 4 WF200 WAYFINDING DETAILS WF201 WAYFINDING DETAILS WF202 WAYFINDING DETAILS WF203 WAYFINDING DETAILS WF204 WAYFINDING DETAILS WF205 WAYFINDING DETAILS WF206 WAYFINDING DETAILS WF207 WAYFINDING DETAILS _ : Note! AMC Vendor drawngs are not prepared by STK Architects. AMC rovide soley for Contractor �f coordination. S HE INDEX A� AMC CONCESSION, BOX OFFICE, GUEST SERVICES � WENT 92 ME E SOX TBVANT DELTA-1 S DELTA-1 SET 9-7-07 CASEWORK AND PLANS 51-06 6-7-06 7x-06 8 -21-06 1 -15-07 9-7-07 • • • • • • • • • • • B111 CONCESSION EQUIPMENT SCHEDULE & NOTES 6-7-06 7+06 8 -21-06 1 -15-07 . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 1-15-07 9-7-07 E101 POWER FLOOR PLAN — LEVEL 3 WEST HALF B112 CONCESSION EQUIPMENT PLAN MEP100 MECHANICAL, ELECTRICAL, PLUMBING LEGEND 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • B113 ELECTRICAL ROUGH —IN PLANS MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN B114 PLUMBING ROUGH —IN PLANS M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF B115 CONCESSION ELEVATIONS AND RACEWAY CONN. INFO M102 HVAC FLOOR PLAN — LEVEL 3 EAST HALF B116 CASEWORK PLAN VIEW M103 HVAC FLOOR PLAN — LEVEL 4 WEST HALF B117 CASEWORK SECTIONS M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF e • B130 GENERAL THEATRE SHELVING — RIGHT • M201 HVAC ELARGED PLANS • B131 GENERAL THEATRE SHELVING — LEFT M202 HVAC ELARGED PLANS B135 MANAGEMENT OFFICES AND SCHEDULE OF M301 MECHANICAL SCHEDULES ELECTRICAL / DATA REQUIREMENTS M302 MECHANICAL SCHEDULES B150 BOX OFFICE / GUEST SERVICES PLANS AND ELEVATIONS M401 MECHANICAL DETAILS B151 BOX OFFICE / GUEST SERVICES DETAILS . . , AISLE LJGHTING B211 LEGEND, NOTES, USHER DETAIL, AISLE LIGHTING PLANS AUDITORIUMS 1 & 2 B212 AISLE LIGHTING PLANS — AUDITORIUMS 3, 4, 5 & 6 B213 AISLE LIGHTING PLANS — AUDITORIUMS 7, 8, 9 & 10 B214 AISLE LIGHTING PLANS — AUDITORIUMS 11, 12, 13 & 14 B215 AISLE LIGHTING PLANS — AUDITORIUM 15 SEATING B311 SEATING PLANS — AUDITORIUMS #1 & #2 B312 SEATING PLANS — AUDITORIUMS #3 & #4 • • B313 SEATING PLANS — AUDITORIUMS #5 & #6 B314 SEATING PLANS — AUDITORIUMS #7 & #8 B315 SEATING PLANS — AUDITORIUMS #9 & #10 B316 SEATING PLANS — AUDITORIUMS #11 & #12 B317 SEATING PLANS — AUDITORIUMS #13 & #14 B318 SEATING PLANS — AUDITORIUMS #15 & #16 SCREEN DETAILS B401 PROJECTION & SCREEN SYSTEM ISOMETRICS B402 SCREEN SYSTEM PLANS & ELEVATIONS B403 SCREEN SYSTEM DETAILS / SPECIFICATIONS . . . . SHE . : SHEET INDEX - ELECTRICAL INDEX - 111/..E/SITE 30% IBM 5O2 i ORT WENT 92 ME E SOX TBVANT DELTA-1 1 PLANS -15-o7 DELTA-1 SET 9-7-07 PLANS PLAN PLANS PLAN PLANS SET e • • • • • • • • • • • • • • • • • • • • 51.06 6-7-06 7+06 8 -21-06 1 -15-07 9 -7-07 1-15-07 9-7-07 E101 POWER FLOOR PLAN — LEVEL 3 WEST HALF MEP100 MECHANICAL, ELECTRICAL, PLUMBING LEGEND 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E102 POWER FLOOR PLAN — LEVEL 3 EAST HALF MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN E103 POWER FLOOR PLAN — LEVEL 4 WEST HAL M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF E104 POWER FLOOR PLAN — LEVEL 4 EAST HALF M102 HVAC FLOOR PLAN — LEVEL 3 EAST HALF E201 LIGHTING FLOOR PLAN — LEVEL 3 WEST HA F M103 HVAC FLOOR PLAN — LEVEL 4 WEST HALF E202 LIGHTING FLOOR PLAN — LEVEL 3 EAST HALF M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF e • E203 LIGHTING FLOOR PLAN — LEVEL 4 WEST HAL • M201 HVAC ELARGED PLANS • E204 LIGHTING FLOOR PLAN — LEVEL 4 EAST HALF M202 HVAC ELARGED PLANS E211 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 WEST HALF) M301 MECHANICAL SCHEDULES E212 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 EAST HALF) M302 MECHANICAL SCHEDULES E301 SPECIAL SYSTEMS FLOOR PLAN -- LEVEL 3 W ST HALF M401 MECHANICAL DETAILS E302 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 3 EAST HALF . . , E303 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 4 WEST HALF E304 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 4 EAST HALF E401 ELECTRICAL ENLARGED POWER PLANS E402 ELECTRICAL ENLARGED POWER PLANS E501 ELECTRICAL DETAILS E502 ELECTRICAL DETAILS E601 AUDIO AND AUTOMATION DIAGRAM E701 LIGHT FIXTURE SCHEDULE E702 PANELBOARD SCHEDULES E703 PANELBOARD SCHEDULES • • E704 PANELBOARD SCHEDULES E705 ELECTRICAL ONE LINE DIAGRAMS FP101 FIRE SITE UTILITY PLAN FP201 FIRST FLOOR PLAN AREA "A" FIRE PROTECTION FP202 FIRST FLOOR PLAN AREA "B" FIRE PROTECTION FP203 SECOND FLOOR PLAN AREA "A" FIRE PROTECTION FP204 SECOND FLOOR PLAN AREA "B" FIRE PROTECTION FP300 FIRE PROTECTION DETAILS SHE . : - MECHANICAL INDEX - 111/..E/SITE INDEX &WHAT PLANS 8 -21-06 PLANS PLANS PLANS Kr >6 1 PLANS -15-o7 DELTA-1 SET 9-7-07 • • • • • • • • INFORMAiiON T101 TITLE SHEET, SHEET INDEX. PROJECT DATA T102 GENERAL CODE AND A.D.A. COMPLIANCE T103 GENERAL NOTES, AND FIRE STOP DETAILS T104 SCOPE OF WORK MATRIX T105 SCOPE OF WORK MATRIX, SCREEN & LENSE CHART, T106 GENERAL ACCESSIBILITY NOTES, CHARTS, SCHEDULES SYMBOLS AND ABBREVIATIONS SITE DEVELOPMENT • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • • • • • • • • 5-1-06 6-7-06 A001 OVERALL SITE DEVELOPMENT PLAN — PARKING A002 SITE PLAN -- PARKING LEVEL 2 A003 SITE PLAN — PARKING LEVEL 3 A004 ENLARGED SITE DEVELOPMENT PLAN — PARKING • SHE : - MECHANICAL 50X iBrANT PLANS 6-7-06 INDEX &WHAT PLANS 8 -21-06 3DX 1 TAR 50X MIT 75l1BUNT 952 1BW1r EX TWAT DELTA-1 • • • • • • • • • • • • • • • • 1 PLANS PLANS PLANS PLANS PLANS SET 5-1-06 6-7-06 5+06 6-7-06 7 +06 8 -21-06 1-15-07 9-7-07 P001 PLUMBING FLOOR PLAN — LEVEL 1 MEP100 MECHANICAL, ELECTRICAL, PLUMBING LEGEND • • • • • • • • • • • • • • • • • • • • • • P101 PLUMBING FLOOR PLAN — LEVEL 3 WEST HALF MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN P102 PLUMBING FLOOR PLAN — LEVEL 3 EAST HALF M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF P103 PLUMBING FLOOR PLAN — LEVEL 4 WEST HAL M102 HVAC FLOOR PLAN — LEVEL 3 EAST HALF P104 PLUMBING FLOOR PLAN — LEVEL 4 EAST HALF M103 HVAC FLOOR PLAN — LEVEL 4 WEST HALF P201 PLUMBING ENLARGED PLANS M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF e • P202 PLUMBING ENLARGED PLANS • M201 HVAC ELARGED PLANS • P301 PLUMBING SCHEDULES AND NOTES M202 HVAC ELARGED PLANS P401 PLUMBING DETAILS M301 MECHANICAL SCHEDULES P501 PLUMBING WASTE AND VENT RISER DIAGRAMS M302 MECHANICAL SCHEDULES P502 PLUMBING NATURAL GAS RISER DIAGRAM M401 MECHANICAL DETAILS . SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION 50.1 GENERAL FRAMING INFORMATION AND NOTES S1.0 BASE LEVEL FLOOR PLAN A S1.1 BASE LEVEL FLOOR PLAN B S2.0 STADIUM SEATING FRAMING PLAN A S2.1 STADIUM SEATING FRAMING PLAN B S3.0 FRAMING DETAILS S4.0 STADIUM SEATING SECTIONS S4.1 STADIUM SEATING SECTIONS S4.2 STADIUM SEATING SECTIONS 30X TBWIT PLANS 5-1-06 50X iBrANT PLANS 6-7-06 75:4 INK PLANS 716-06 &WHAT PLANS 8 -21-06 SOX MK PLANS 1 -15-07 DELTA-1 SET 9-7-07 SOX lERIE DB TA 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • 1 PLANS PLANS INDEX 3,521 SHEET - PLUMBING 39 30X TBriN 50X iBrANT 72 TENT 92 TENT SOX lERIE DB TA 1 N/A N/A PLANS PLANS PLANS PLANS PLANS SET 5-1-06 6-7-06 7 +06 8 -21-06 1- 15-07 9-7-07 P001 PLUMBING FLOOR PLAN — LEVEL 1 • • • • • • • • • • • P101 PLUMBING FLOOR PLAN — LEVEL 3 WEST HALF P102 PLUMBING FLOOR PLAN — LEVEL 3 EAST HALF P103 PLUMBING FLOOR PLAN — LEVEL 4 WEST HAL P104 PLUMBING FLOOR PLAN — LEVEL 4 EAST HALF P201 PLUMBING ENLARGED PLANS P202 PLUMBING ENLARGED PLANS • • • P301 PLUMBING SCHEDULES AND NOTES P401 PLUMBING DETAILS P501 PLUMBING WASTE AND VENT RISER DIAGRAMS P502 PLUMBING NATURAL GAS RISER DIAGRAM . . , LEVEL 3 — THEATRE LEVEL /LOBBY /QUEUING 3,521 LEVEL 4 — PROJECTION LEVEL 39 TOTAL OCCUPANT LOAD 3,560 SEAT TABULATION FIXED ACCESSIBLE TOTAL AUDITORIUMS 1 THRU 16 2,888 80 2,968 E.R. (LEVEL -3 G.LA. DIVIDED BY SEATING) 24.55 N/A N/A CODE / GENERAL CRITERIA DATA PROJECT DESCRIPTION A TENANT IMPROVEMENT THEATRE WITHIN EXISTING NEW SHELL AND CORE CONSTRUCTION. REFERENCE BASE BUILDING DRAWINGS BY WESTFIELD FOR SOUTHCENTER(THEATRE) UNDER SEPARATE CITY OF TUKWILA PERMIT #05 -289 PROJECT CODE APPLICATIONS FOR THEATER TENANT IMPROVEMENT INTERNATIONAL BUILDING CODE MT-1 WASHINGTON STATE AMENDMENTS INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS INTERNATIONAL PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS INTERNATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ADAAG CONSTRUCTION TYPES and REQUIREMENTS CINEMA TENANT IMPROVMENT WITHIN MALL SHELL BUILDING UNDER SEPARATE PERMIT OCCUPANCY GROUP(S) CINEMA OCCUPANCY EGRESS AND EXITS DOOR WIDTH IN INCHES STAIR WiDTH IN INCHES SEE EGRESS DRAWINGS SHEETS A111 & A112 FOR OCCUPANT LOAD CALCULATIONS AND EXIT WIDTHS FIRE RESISTIVE REQUIREMENTS A. THEATRE: TYPE IIB *STRUCTURAL FRAME MAIN BUILDING *STRUCTURAL FRAME SUPPORTING FLOOR OF THEATRE AND MEZZANINES *STRUCTURAL FRAME SUPPORTING THEATRE ROOF *STRUCTURAL FRAME SUPPORTING THEATRE *THEATRE ROOF WALKS / ROOF SEPARATION 0, 02.04.04 INTERIOR BEARING WALLS 0, TABLE 601 *EXTERIOR BEARING WALLS NON BEARING WALLS INTERIOR & EXTERIOR *FLOOR CONSTRUCTION BUILDING AREA SUMMARY SEATING SUMMARY A. THEATRE TENANT B. THEATRE TENANT C. THEATRE TENANT D. THEATRE TENANT E. THEATRE TENANT F. THEATRE TENANT G. THEATRE TENANT FIRE PROTECTION NOT USED. OCCUPANT LOAD REFERENCE DRAWINGS A111 AND A112 2006 2003 2003 2002 2003 1993 TYPE IIB FULLY SPRINKLERED A2 /A3 0.15 X OCCUPANT LOAD 0.2 X OCCUPANT LOAD 0, TABLE 601 0, 01.27.04 0, 12.12.03 0, 12.12.03 0, TABLE 601. NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 0, TABLE 601 0, TABLE 601. FR WOOD ALLOWED IN ROOF CONSTRUCTION IN BUILDINGS NOT OVER 2 STORIES INCLUDING TRUSSES AND GIRDERS AS PART OF ROOF CONSTRUCTION (TABLE 601 C3) 1 HOUR, 707.4. *ROOF CONSTRUCTION SHAFT ENCLOSURES * = DESIGNED AND PERMITTED BY LANDLORD. RE: SHELL BUILDING DRAWINGS LEVEL 3 THEATRE LEVEL (G.LA.) - 70,825 LEVEL 4 MEZZANINE LEVEL 15,852 TOTAL SQUARE FEET 86,677 GENERAL THEATRE DATA 1 ROW SPACING DATA 48" ROW SPACING WITH 17.4" MIN. ROW CLEARANCE BETWEEN FIXED SEATS 2. SEAT DATA 23.75" WIDE SEATS — NON— RISING 3. SCREEN DATA 3' -6" BOTTOM CLEARANCE 4. SEATING LEVEL EFFICIENCY RATIO E.R. (TOTAL FLOOR AREA FIXED SEATING) 24.55 5. SELLING STATIONS: BOX OFFICE TICKETS (LEVEL 3) 7 TICKET STATIONS AUTOMATED TELLER MACHINE (ENTRY LOBBY) 1 ATM, WALL MOUNTED AUTOMATED TiCKETS (EXTERIOR) 4 ABO TICKET STATIONS, WALL MOUNTED GUEST SERVICES 2 TICKET STATIONS CONCESSION (LEVEL 3) 14 SEWNG STATIONS PUBLIC PAY PHONES (ENTRY LOBBY) 1 UNIT DEFERRED APPROVALS 1. THEATRE TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM 2. THEATRE TENANT IMPROVEMENT FIRE ALARM SYSTEM 3. THEATRE TENANT IMPROVEMENT EXTERIOR BUILDING SIGNAGE NOTE: DEFERRED SUBMITTALS SHALL BE APPROVED BY THE AMC TENANT IMPROVEMENT PROJECT ARCHITECT /ENGINEER AND THEN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. A LETTER SHALL BE SUBMITTED BACK TO THE AMC TENANT IMPROVEMENT ARCHITECT OF RECORD, FROM A CITY OF TUKWILA BUILDING OFFICIAL, STATING THAT THE PLANS AND CALCULATIONS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS UNDER SEPARATE PERMIT 1. THEATRE BUILDING CORE AND SHELL INCLUDING BUT NOT LIMITED TO: PERIMETER FRAMING SYSTEM, ALL PRIMARY AND SECONDARY STEEL COLUMNS, FRAMES, AND SUPPORTS, ALL MEZZANINE STRUCTURAL SYSTEMS, ALL STADIUM STEEL AND DECKING SYSTEMS, ALL FLOOR AND ROOF DECK ASSEMBLIES, CINEMA STAIR ASSEMBLIES, CINEMA ELEVATORS /ESCALATORS SYSTEMS, EXIT STAIRS AND BALCONY ASSEMBLIES ARE UNDER SEPARATE CITY OF TUKWILA BUILDING PERMIT. 2. SEPARATE APPLICATION AND PERMIT IS REQUIRED FOR THE FOLLOWING: MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT BUILD OUT. FIRE SPRINKLER SYSTEM. ELECTRICAL WORK. MECHANICAL WORK. PLUMBING WORK. FIRE ALARM SYSTEMS. EXTERIOR BUILDING SIGNAGE. OTHER 1. APPROVAL BY COUNTY HEALTH DEPARTMENT FOR FOOD ESTABLISHMENT IS REQUIRED PRIOR TO INSURANCE OF PERMIT. 2. NO ALCHOLIC BEVERAGES ARE PERMITTED WITHOUT A CONDITIONAL USE PERMIT. 3. REFERENCE SHEET T106, DETAIL #5 FOR PLUMBING FIXTURE SCHEDULE TABLE 602, SECTION 602 1) o DIRECTORY OF CONSULTANTS TENANT IMPROVEMENT EXECUTIVE AND r+Tevon nRCsRCr TENANT BAPROVBAENT STRUCTURAL ENGINEER: TENANT IrPROVBrBNi � � \HVAC AL BVO•E6R PROJECT BASE BUILDING RECORD ARCHRECT: BUILDNG RECORD STRUCTURAL ENGINEER BASE BUILDING RECORD ELECTRICAL ENG NI EF BASE BIDDING RECORD MECHANICAL ENGINEER AMC CONTACT: Ke in Den Troutm.n RePn Into Archlte tom a 92533 -5318 2575 an J nW ve., San Ja to, - Phone: 91.92512504 Fax £.51.92.02441 Email: silc@fddnc.?om Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 H E N D E R S O N rn E N G I N E E R S I N C O R P O R A T E D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 - 307 -5300 FAX: 913- 307 -5400 WEB: WWW.HENDERSONENGINEERS.COM `e Souhnswd A wale' CA SODS 177 Tet4 IZY '4St 0141) 4711440 ANF & ASSOCIATES CONSULTING STRUCTURAL EGINEERS 9420 Telsar Avenue, Suite 118 El Monte, Ca. 91731 Telephone: 626 - 448 -8182 SPARLING INC. 720 Olive Way, Suite 1400 Seattle, Wa. 981 01 -1 853 Telephone: 206- 667 -0555 Facsimile: 206- 667 -0554 CDI ENGINEERS 19203 36th Avenue West, Suite 106 Lynnwood, Wa. 98036-5773 Telephone: 425-672-1071 Facsimile: 425 -778 -8769 KERRY STANLEY AMC REALTY, INC. (CONSTRUCTION) 920 MAIN STREET, KANSAS CITY, MO 64105 -2017 PHONE (816) 480 2584 FAX: (816) 480 4629 PROJECT 16 THEATRES AT 33sti1e[tt SHOPPINGTOWN SOUTHCENTER 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206-246-0423 REGISTER 0 ARCH .: r T N TROUT STALE ~. ASHINGION TITLE SHEET, SHEET INDEX, PROJECT DATA T101 _ � 8200tDoors/ :Exit - Frames/ Hardware Upper __ Level) Part X ;For Plaza or other exterior locations: Within AMC's demised premises Exterior doors / hardware to AMC's specification X X 1 Power conduit, j- boxes, wiring, etc. AMC's demised premises Power - assisted door(s) for wheelchair accessibility X X 1 Data: conduit and j -boxes Protection during construction stairwells and shalt doors / hardware to AMC's specification X X For locations within Tenant's premise: interior demising partitions doors and hardware to AMC's specification X X X 9500Acoustical !Within 96501Interior 'without jVCT :Sheet 9 5 ! !Interior :Touch ;Box !Interior Non- demising partitions doors and hardware within AMC's premises X X X 8300 - X X X Interior concrete floor steps and bird bath depressions Note: in all cases acoustical ceilings must meet AMC's sound transmission criteria (see "NC-25 Statement" per Lease) Specialty Doors X -- 1 X Overhead doors X X Resilient Flooring Within Tenants Premises, including limitation: Fire - rated doors at elevator openings outside of AMC space X X Interior rubber and viny I base ;Fire -rated doors at elevator openings inside of AMC space X X X X Exterior Sound -rated doors and hardware (where required) X X vinyl and trim in auditoriums X Interior Rolling or sliding doors, including without limitation, security grilles X X ; shutters Out AMC scpace X X X 8800OGiass :Storefront Fire shutters witin AMC scpace and Wallcovering X X - -Roof / slab penetrations for line sets and subsequent fire caulking Temporary Dewartering Exterior X X {Rough -in water, condensate drains, and drain lines and Glazing Storefront Canopy X X - 1 Rough -in for syrup lines and curtain wall framing 1 glass or rolling grille (option by AMC) E xte r ior doors / frames X X Conduit and electrical wiring Storefront entry doors and glazing, including power assist door for :wheelchair access or rolling grille - AMC's option within Tenant's demised premises X X X Projection and view ports including optical glazing. (AMC closed Spec.) -up, and nick and ding repair after AMC's FF &E work X X Fumish Office interior and exterior X X X Install Tretford wall carpeting or other wallcovering X x X :Final — } Interior_ mirrors X X X Concrete sealer _ _ _ _ ___ cleaning of exterior walls, doors, storefront systems, curtain walls, 'etc. X X 1_ _ _w_ _.. _ - _ i X ;Glazing in auditorium entrance doors Conduit and rough -in for CO2 lines X 10000t Toilet Partitions/ Accessories 92001E,I.F.S. Box Office framing / glass (coordinate with casework installation) X X X Penetrations in slab, floor,. roof, and subsequent fire caulking X 10263 105224Fire Vinyl Corner Wall Guards R / Plaster / GFRC / GFRP X Concrete Machines :Exterior t • Building foundations / recessed and elevated slabs X Extinguishers and Cabinets T Ice i Condenser roof curb (if air - cooled) :Stadium seating fill for risers and stairs X terior 11060 1 (Set condensers on roof (if air -cooled) X X X Equipment X 9250 :Drywall and Metal Framing ' Refrigeration line dog house on roof :Stairs - interior stairs X X ;Exterior or demising wall framing, sheathing, drywall, taping, and sanding f Roof 1 slab penetrations for line sets and subsequent fire caulking X X X :Roof screen wall framing Furnish, deliver, and move into position X X — --- M Shaft and exiting stairwells I Rooftop equipment pads acoustical fill X X ;Power conduit, j- boxes, wiring from box to box, etc. j it corridors within AMC space if required by local building authority X X Fi nal terminations to Tenant - supplied equipment 1 i Interior walls, bulkheads, soffits, and ceilings within Tenants premises X X X X :Canopy framing, sheathing taping, and sanding X X Data: terminations X ;Exterior element framing, sheathing, taping, and sanding X :Mini- marquees and associated computers X ;Box Office walls, bulkheads, soffits, and ceilings: X X X X i Pasenger and freight elevator and escalator shafts 1 soffits up to AMC ;space X Grilling Station 6100 Rough Carpentry 'Passenger elevator shafts and soffits X X Blocking or backing, including without limitation, blocking for railings, toilet ?partitions, Tenant - famished poster cases, signage, and speakers: R oof drain or MEP enclosures, or shafts X X Exhaust duct to roof on vented hood In exterior walls, partitions, or other systems --- l ' ;Access panels, hatches, or doors: Power and control: conduit, j- boxes, wiring, etc. In interior walls, partitions, or other systems X _ ! 9 ITile Within partitions, ceilings, soffits or other systems provided by Base Building x X Power: conduit, j- boxes, wiring, terminations from box to box, etc. Conduit and wiring from j -box to projector console X Within partitions, ceilings, soffit, or other systems provided by Fitout X X Ti / Pave Tile _________________ - _ ._..___ ._ --_ - - _- __ ..._....._._ __ X Final terminations of Tenant's equipment X Data: conduit and j -boxes AMC's demised premises X At booth terminal board X base and comer guards X X Waterproofing under tile_ -_ X For wire between booth terminal board and sound equipment in booth ___ From box to box ;Protection during construction __ X X - X Exterior walls X 9400i :Outside I r Terrazzo AMC South Center Upper __ Level) Part X ;For Plaza or other exterior locations: Within AMC's demised premises 30% TENANT PLANS X X 1 Power conduit, j- boxes, wiring, etc. AMC's demised premises X X X 1 Data: conduit and j -boxes Protection during construction X X X For locations within Tenant's premise: ; Building pad certification, per lease requirements X X Power conduit, j- boxes, wiring, etc. 9500Acoustical !Within 96501Interior 'without jVCT :Sheet 9 5 ! !Interior :Touch ;Box !Interior Ceilings X X Data: conduit and j -boxes AMC's demised premises X X X Interior concrete floor steps and bird bath depressions Note: in all cases acoustical ceilings must meet AMC's sound transmission criteria (see "NC-25 Statement" per Lease) X X -- 1 X X X ;Concession Equipment Resilient Flooring Within Tenants Premises, including limitation: X X ^- -- ;Delivery, unpacking, setup, and testing Interior rubber and viny I base ,Verification of Building Floor Area X X 1 X X X X vinyl and trim in auditoriums X X Specialty flooring, sheet goods, and rubber flooring X X Pad Preparation, per lease requirements X X i Refrigeration lines - drink system _ Dewwatenng and Wallcovering X X - -Roof / slab penetrations for line sets and subsequent fire caulking Temporary Dewartering Exterior X X {Rough -in water, condensate drains, and drain lines Permanent Dewatering Storefront Canopy X X - 1 Rough -in for syrup lines X E xte r ior doors / frames X X Conduit and electrical wiring within Tenant's demised premises X X X X -up, and nick and ding repair after AMC's FF &E work X X Office interior and exterior X X X Tretford wall carpeting or other wallcovering X X X exposed utilities X X X X Concrete sealer X X 1_ _ _w_ _.. _ - _ i X X Conduit and rough -in for CO2 lines X 10000t Toilet Partitions/ Accessories Dedicated room for CO tanks X X & Plaza Landscaping, including without limitation, hardscaping, j planters, benches, street fumiture, exterior lighting X Penetrations in slab, floor,. roof, and subsequent fire caulking X 10263 105224Fire Vinyl Corner Wall Guards R X Concrete Machines t • Building foundations / recessed and elevated slabs X Extinguishers and Cabinets T Ice i Condenser roof curb (if air - cooled) :Stadium seating fill for risers and stairs X X 11060 1 (Set condensers on roof (if air -cooled) Stadium seating intermediate te_steps X X Equipment X X X ' Refrigeration line dog house on roof :Stairs - interior stairs X X 'Signs and associated computers f Roof 1 slab penetrations for line sets and subsequent fire caulking X X X ; Mezzanine fill Furnish, deliver, and move into position X X Console riser- metal with adjustable feet I Rooftop equipment pads acoustical fill X X ;Power conduit, j- boxes, wiring from box to box, etc. MEP or housekeeping pads X X Fi nal terminations to Tenant - supplied equipment 1 i Conduit from j -box to projector console X X Data: conduit, j -boxes, and cable X Final terminations of Tenant's equipment X Data: terminations X Setup and testing X :Mini- marquees and associated computers X Visqueen temporary protective sheeting X X , X Grilling Station 6100 Rough Carpentry Projector Automation and Alarm Status Systems X Exhaust hoods Blocking or backing, including without limitation, blocking for railings, toilet ?partitions, Tenant - famished poster cases, signage, and speakers: Back boxes and panels X X Exhaust duct to roof on vented hood In exterior walls, partitions, or other systems --- l ' Fumish Power and control: conduit, j- boxes, wiring, etc. In interior walls, partitions, or other systems X install X :Associated fire suppression systems x Power: conduit, j- boxes, wiring, terminations from box to box, etc. Conduit and wiring from j -box to projector console X X X X Final terminations of Tenant's equipment X Data: conduit and j -boxes X X At booth terminal board Conduit and wiring from j -box to projector console X X Data: cable and terminations X For wire between booth terminal board and sound equipment in booth ___ From box to box X X - -- :Automated Box Office ("ABO ") or ATM Machines Scope AMC South Center Upper __ Level) Part X ;For Plaza or other exterior locations: Date: 1114/05 Spec. No. 30% TENANT PLANS X AMC 1 Power conduit, j- boxes, wiring, etc. . o .. v) X 4. u. X 1 Data: conduit and j -boxes 2005 F 22201Demolition 2210 X For locations within Tenant's premise: ; Building pad certification, per lease requirements X X Power conduit, j- boxes, wiring, etc. !Building comer layout X X Data: conduit and j -boxes ;Structural layout X X IABO or ATM equipment, data cable, and final terminations Interior concrete floor steps and bird bath depressions X X X -- 1 X X X ;Concession Equipment X X X ^- -- ;Delivery, unpacking, setup, and testing Outside AMC Work Limits ,Verification of Building Floor Area X Auditoriums only 1 X X dr ink Systems X X X ^ - - Condenser roof curb X X Set condensers - drink systems Pad Preparation, per lease requirements X X i Refrigeration lines - drink system _ Dewwatenng X X - -Roof / slab penetrations for line sets and subsequent fire caulking Temporary Dewartering X X X {Rough -in water, condensate drains, and drain lines Permanent Dewatering X X i - 1 Rough -in for syrup lines X X X ` Conduit and electrical wiring X X X ___...__... ;Dr and lcee syrup lines installed X X X Drink equipment and lcee machines - X X i Walks, including without limitation, theatre and plaza [paving. X X ;Bulk CO2 System X X Bulk CO tanks and lines installed X X Bulk CO2 fill box. 1_ X X X Conduit and rough -in for CO2 lines X X Dedicated room for CO tanks X & Plaza Landscaping, including without limitation, hardscaping, j planters, benches, street fumiture, exterior lighting X Penetrations in slab, floor,. roof, and subsequent fire caulking X 3300 X R X Concrete Machines t • Building foundations / recessed and elevated slabs X X T Ice i Condenser roof curb (if air - cooled) :Stadium seating fill for risers and stairs X X (Set condensers on roof (if air -cooled) Stadium seating intermediate te_steps X X Refrigeration lines X X X ' Refrigeration line dog house on roof :Stairs - interior stairs X X 'Signs and associated computers f Roof 1 slab penetrations for line sets and subsequent fire caulking X X X ; Mezzanine fill I Provide inlet / outlet plumbing for condenser water cooled) X Mini- Marquee System C onduit and electrical wiring I Rooftop equipment pads acoustical fill X :Power: conduit, j- boxes, wiring, terrninations from box to box, etc. Rough -in water and drain lines MEP or housekeeping pads X X Fi nal terminations to Tenant - supplied equipment :All entry canopy and signage structure foundations X X X Data: conduit, j -boxes, and cable Roof fill and /or light weight insulating concrete X X Data: terminations _ . Ex Exhaust (vente thr roof i f requ by code) ; Associated power conduit, j- boxes, wiring, etc. X :Mini- marquees and associated computers - !Embeds in concrete floors for Fitout or FF &E work, including queuing pole ;embeds X X , _ Grilling Station 6100 Rough Carpentry X Exhaust hoods Blocking or backing, including without limitation, blocking for railings, toilet ?partitions, Tenant - famished poster cases, signage, and speakers: X X Exhaust duct to roof on vented hood In exterior walls, partitions, or other systems X Power and control: conduit, j- boxes, wiring, etc. In interior walls, partitions, or other systems X X :Associated fire suppression systems ;Curbs for rooftop condensers and RTU HVAC equipment X X 1 ; Speakers - famish hardware and brackets Scope AMC South Center Upper __ Level) Part X Speaker - Installation of surround speakers, brackets and blocking lincluding scaffold and rigging and plastic protection - coordinated with the I acoustical wall treatment. Date: 1114/05 Spec. No. 30% TENANT PLANS X AMC Visqueen temporary protective sheeting . o .. v) °f m 'a m m 4. u. X _ 2005 F 22201Demolition 2210 ____ .__ Surveying Background Music Systems ; Building pad certification, per lease requirements X X __.._.. .__ _._.... - ._....__..__...._____. Rack for BGM equipment: !Building comer layout X X Fumish ;Structural layout X X -- 1 Install Interior concrete floor steps and bird bath depressions X X 'Amplifier, equipment, terminations at amplifier X X X — i Conduit, j- boxes, wire, and terrninations from BGM rack to each booth ;audio termination board X X X ( X ;Within Tenant's premises: Outside AMC Work Limits ,Verification of Building Floor Area By Landlord and Tenant Auditoriums only 1 X X Hallways, restrooms, lobbies, all other public spaces; including without : limitation, speakers, conduit, j- boxes, wire, and terminations X X X __ :Plaza area outside Tenant's Box Office: X X Speakers for Tenant's backround music: Pad Preparation, per lease requirements X { I Fumish Dewwatenng X X j Install Temporary Dewartering X X X i All other work; including without limitation, conduit, j- boxes, wire, and 1 terminations Permanent Dewatering X X i :Fine grading X X ` Box Office, Guest Services, Concessions X X ;Del and installation of casework and equipment X X X ;Power: conduit, j- boxes, wiring, and terrninations from box to chase, etc. - X Fumish and install electrical chase system inside of casework Walks, including without limitation, theatre and plaza [paving. X X Data: conduit and j -boxes X X ;Data: cable and terminations X X - i Plumbing hookup 1_ X X X ;Tile / rubber base for casework X X 1 & Plaza Landscaping, including without limitation, hardscaping, j planters, benches, street fumiture, exterior lighting X ,Telex Box Office Window Communications f - 3300 X 1 X Concrete 1 Box Office Times and Titles Signs t • Building foundations / recessed and elevated slabs X X Power. conduit, j- boxes, wiring, terminations from box to box, etc. :Stadium seating fill for risers and stairs X X Final terminations to Tenant - supplied equipment. Stadium seating intermediate te_steps X X Data: conduit, j- boxes, and cable :Data: terminations X X -- _ - ll - A :Stairs - interior stairs X X 'Signs and associated computers Bird bath depression fill X X ; Mezzanine fill X Auditorium acoustical slab (if requ ired for sound isolation) Mini- Marquee System ,Front of auditorium foot railing I Rooftop equipment pads acoustical fill X :Power: conduit, j- boxes, wiring, terrninations from box to box, etc. Lobby balcony railing MEP or housekeeping pads X X Fi nal terminations to Tenant - supplied equipment :All entry canopy and signage structure foundations X X X Data: conduit, j -boxes, and cable Roof fill and /or light weight insulating concrete X X Data: terminations Interior stairway framing, treads, risers, and railings X X :Mini- marquees and associated computers - !Embeds in concrete floors for Fitout or FF &E work, including queuing pole ;embeds _ X ` _ ,Exterior veneers, if any Scope AMC South Center Upper __ Level) Part +__.__ of of Work Matrix (AMC TI and FF &E 1 i Date: 1114/05 Spec. No. 30% TENANT PLANS Landlord AMC Description . o .. v) °f m 'a m m 4. u. LL - 2005 F 22201Demolition 2210 ____ .__ Surveying !In exterior walls, partitions, or other systems ; Building pad certification, per lease requirements X X l In interior walls, partitions, or other systems !Building comer layout X X r ;Structural layout X X 5100 Structural Steel, including without limitation: Interior concrete floor steps and bird bath depressions X interior wail lay ayout X X U nderground 1 under - -slab rough -in layout and slab penetrations Bird bath depression framing X Within AMC Work Limits X ( X :Mezzanine structure Outside AMC Work Limits ,Verification of Building Floor Area By Landlord and Tenant jointly 1 X `..' _ X X MEP curb supports X X 'Sign structure exterior Pad Preparation, per lease requirements X { - Sign s truct u re i nterior Dewwatenng X !Entry canopy structure Temporary Dewartering X X Metal grille work and structure Permanent Dewatering X i :Fine grading X X ` 22811Termite 2440Theatre 2830 X X Control (if required) X X i w - 5200Meta1 Bar Joist Walks, including without limitation, theatre and plaza [paving. X Fumish, install, and make final terminations X Retaining Walls (if needed) X 2800Any 28061Theatre 1_ X X and all necessary modifications to parking areas, including without limitation, roadways, curbs and gutters, drive aisles, islands, !crosswalks, sidewalks, drainage, lighting, striping, landscaping etc. X X 5500lMiscelianeous Steel & Plaza Landscaping, including without limitation, hardscaping, j planters, benches, street fumiture, exterior lighting X Header for overhead doors and rolling / sliding grilles f - 3300 - ;Pipe bollards at dock - i trash enclosure, if any X Concrete i Roof access ladders t • Building foundations / recessed and elevated slabs X X Elevator pit angles and ladder - for passenger and freight to AMC level. :Stadium seating fill for risers and stairs X X — ! Elevator pit angles and ladder - for passenger within AMC space. Stadium seating intermediate te_steps X _ Stairs - exterior exiting X X -- _ - ll - A :Stairs - interior stairs X X Bird bath depression fill X X ; Mezzanine fill X Auditorium acoustical slab (if requ ired for sound isolation) X ,Front of auditorium foot railing I Rooftop equipment pads acoustical fill X X Lobby balcony railing MEP or housekeeping pads X X X :All entry canopy and signage structure foundations X X 42O01Masonry Roof fill and /or light weight insulating concrete X X Interior stairway framing, treads, risers, and railings X or Precast, including without limitation: - !Embeds in concrete floors for Fitout or FF &E work, including queuing pole ;embeds _ _ ;Interior (at bird -bath depressions) or exterior walls �_ _ _ _ X _ ,Exterior veneers, if any INFORMATION: X FEASIBILITY FLOOR PLAN X ' Interior ■veneers 5-1-06 30% TENANT PLANS X X ii 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-- 15-07 5000iSteel Backing and Supports for, including without limitation, railings, !toilet partitions, Tenant- fumished poster cases, signage, and !In exterior walls, partitions, or other systems X X l In interior walls, partitions, or other systems X X r X 5100 Structural Steel, including without limitation: ;Stadium seating riser structure X Bird bath depression framing X t --: :Mezzanine structure X i • Roof structure X `..' Roof and Mezzanine openings with supplemental framing X MEP curb supports X X 'Sign structure exterior X { - Sign s truct u re i nterior X !Entry canopy structure X X Metal grille work and structure X i Exit stairway framing, treads, risers, and railings X ` - !Interior stairway framing, treads, risers, and railings X X Embeds for Fitout or FF&E work, including without limitation, balcony X w 5200Meta1 Bar Joist X X Fumish, install, and make final terminations X 53001Metal Decking, including without limitation: ;Entry canopies and roof X X f X 5500lMiscelianeous Steel Header for overhead doors and rolling / sliding grilles X - ;Pipe bollards at dock - i trash enclosure, if any X X i Roof access ladders X X Elevator pit angles and ladder - for passenger and freight to AMC level. X — ! Elevator pit angles and ladder - for passenger within AMC space. X _ 1Restroom vanity support angles X Exterior trash enclosure gates and bollards X X Auditorium wall railings X X Stadium seating railing X X ,Front of auditorium foot railing X X Lobby balcony railing X X !Steel support for atrium storefront (if required) X X - "Exit stairway framing, treads, risers, and railings X Interior stairway framing, treads, risers, and railings X - !Embeds in concrete floors for Fitout or FF &E work, including queuing pole ;embeds X X _ 6100 Rough Carpentry X Blocking or backing, including without limitation, blocking for railings, toilet ?partitions, Tenant - famished poster cases, signage, and speakers: X In exterior walls, partitions, or other systems X In interior walls, partitions, or other systems X ;Curbs for rooftop condensers and RTU HVAC equipment X X 1 X 6200iFinish Carpentry Within Tenant's Premises, including without limitation: - !Interior FRP panels - X 1 From box to booth equipment INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN X [ Vssqueen temporary protection sheeting 5-1-06 30% TENANT PLANS 6-7-06 X T 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-- 15-07 _____ _. Platters 1 Fumish, deliver, move into position, install, and protect X Setup and testing - X : Visqueen temporary protective sheeting X Slide Projectors mish, deliver, move into position, install, and protect X I Slide projector shelving X ;Workbenches and Storage Shelving __._ Fumish, deliver, move into position, install, and protect X Screens and Frames :Scaffold: setup account and provide for this scope X ;Frames - Unistrut X : Screens X _ _ _ � _�_ _ _ __._.- Masking and drapes X i Masking Motors Power and control: conduit, j- boxes, wiring, terminations from box to box, X Fumish, install, and make final terminations X Video Systems (if required) X 1 Conduit and power wiring X :Sound Equipment Power: conduit, j- boxes, wiring, terminations from box to box, etc. X : Conduit, wiring, from projection wall j -box to sound rack. X Audio Terminal Boards Fumish X Install X :Sound Termination Box - Fumish and Install (Closed Spec) X �� ;Power. conduit, wiring, from projection wall box to tenant's sound rack. X I Final terminations of Tenant's equipment X :Fumish, deliver, and move into position X ;Setup and testing X ; Visqueen temporary protective sheeting X - Stage and Surround Speakers ;Conduit for speaker wire (Vampire Wire - Closed Spec), j- boxes, etc. X Mire ' boards, and boxes: _ 1 Fumish according to AMC's closed spec X : Install i X !Wire terrninations: For stage speakers: 1 For wire between booth terminal board and screen wall terminal board X 1 For wire between screen wall terminal board and stage speakers, and between booth terminal board and sound equipment in booth X I For surround speakers: : For wire between booth terminal board and j -boxes in auditorium: At booth terminal board X At surround s X For wire between booth terminal board and sound equipment in booth X DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-- 15-07 100% TENANT PLANS Date 1V4/05 Page No. 7 Date IV4 /05 Page No. 8 Date IV4/05 Page No. 5 Date IV4 /05 Page No. 6 Date 11/4/05 Restronm ilnterior trim and moldings Miscellaneous shelving ;Trash enclosures /waste receptacles :Count Room counter and pass through 7200;I nsulation T Exterior wall insulation (min. R -19) or as otherwise approved by AMC ;Roof insulation (min. R -30) or as otherwise approved by AMC i :Acoustical insulation meeting AMC's criteria, including without limitation, (NC-25 Statement" per Lease. This section shall include screen wall :insulation whether within or on screen walls. In or on roofs, slabs, exterior walls, exterior partitions, or other systems In or on interior walls, interior - partitions, or other systems i 7250OFireproofing (Note: spray- applied fireproofing will not be permitted) :Structural assemblies with AMC approval of manufacturer and product. :Patching due to Fit out or FF &E Work Stadium risers Fireproofing penetrations (fire safing, fire caulking, etc.) 75001Roofing, including without limitation: -_ ;Building and canopy roofing �IMaking penetrations and patching roof for penetrations, including without :limitation, those made during Fitout or FF &E work LHVAC Screens (if required by local building officals) ?Walking pads Perform Flood Test on entire roof area prior to Substantial Completion 7600 Metal, including without limitation: ,':AII flashing and sheet metal Canopy architectural metal ;Counter-flashing for HVAC rooftop equipment and exhaust fans :Curbs and counter flashing for other AMC provided items such as ;condensers for FF &E equipment ;Expansion control in exterior walls and floors :Expansion control in interior walls 7900 ?Moisture Control Exterior moisture control _ W `Water membrane in wet areas. Flood test. �- Caulking, including without limitation, a) acoustical sealant, and b) all plumbing fixtures: In exterior walls, partitions, or other systems In interior walls, partitions, or other systems r X X X X By the party making the penetration. X x x X X X Page No. 3 Date II/4/05 Page No. 4 Date 11/4/05 Page No. I Page No. 2 AWED FOR DE C OMPLIANCE APPROVED N ]V - 9 2001 C'ry Of Tukwi BUILDING DIVISION Do-/651 utman e in )e.: n Tro " e i stered Arc 2575 Jacinto to., San Ja - to, Catania Ph¢ no: 9111.9252504 Fare 51.92 .0244 Erna; SEAL: CONSULTANTS: Norton & , Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 1FTI L1.1 H E N D E R S O N ENGINEERS PROJECT FOR: amc INCORPORATED 9325 LENEXA DRIVE StAE 400 LENEXA. KS. 66214 -1695 TEL 913- 307 -5300 FAX: 913 -307 -5400 YAM 11,414HENDERSDNENGNEERSOOM Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g2UMML9 M Minn Igglggg F�QZinct Q Q a a m rn20. iu ISSUE INFORMATION: 8 KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: NO SCALE SHEET TITLE: SCOPE OF WORD MATRIX SHEET NO.: T104 RECEIVE JUL 12 2907 DATE: Date IV4 /05 4 -21 -05 Date IV4 /05 5 -4 -05 Date I1/4 /05 5 -1 -06 30% TENANT PLANS : Emergency Power System 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS ;Trash CompactorX 100% TENANT PLANS {Concession ; Menu Boards premises inverter or generator including monitoring within Tenant's . p only X ..__.. _._. ..... . -4Enclosur e o or r screen, if any X Fumish X ;Rough-in electrical power and water X Install X • Emergency conduit and wire to Tenant Electrical Room X !D rain and grease trap X '- TConduit, • ry _ i W TConduit , Building- ;box i i . _..... I Ba ln T power wiring, and terminations from box to box, etc.. X Power distribution inside Tenant space X! F termination of Tenant - supplied equipment X :Provide pull string in ALL empty conduits for FF &E work, Tenant work, or Tenant use including without limitation, electrical, telephone, data fiber !optic, and security systems X X 12000jSpecial Finishes -T Auditorium side wall sound attenuation systems X Exterior AMC Signs !Chair rails or wall reveals or similar systems X from signs to associated electrical panels X I C onductors power, breakers etc. !.Dimming System 14100'Pneumatic Tube System mounted exterior AMC signs (includes electrical connections to in close proximity to sign) X Conduits, raceways, control wiring, and power wiring X Furnish all components X j Dimmers (closed spec ( pec i#em X 'Install all components within AMC spac e X Monument and freestanding pylon signs serving AMC only X Start -up X ; Install all components outside of AMC space X __ _ -. __..- - -v - -. -__ ....___ ...__..__ - __.._....__._ - Wayfin ing Signage Within d e AMCsPremises µ Box Office !Box M _ Escalators 14200�Elevators and Escalato f _._ 'g na e, / underslab conduit stubs to Box Office for si g g power, ( etc. X .- ..-, i Passenger and freight mo tor / esclator up space X exterior wa ocking . artitions, or other stems p systems i Passenger elevator within AMC space X - !Conduit - 1 In interior walls, partitions, or other systems X and electrical X 1500General Conditions 15400PIumbing Fumish and install signs X i Laydown Area: Water supply, gas supply, sanitary drain, storm drain to locations specified jby AMC X Provide 75,000 sq. ft. adjacent to AMC space on ground level X 'Poster i ; Conduit { Cases - Interior and Exterior Maintain and restore area to pre - construction condition by Substantial Completion X .- "; Riser into space X Fumish X Roof and overflow drains and leaders per Tenant's acoustical requirements X Install and wiring X Provide unrestnced acess from roadway to laydown area and from 1 laydown area to theatre throughout construction. Provide 40' wide access on all sides of the theatre durring construction. X ;Rooftop equipment water, gas, and electric supply as required X X 1 Rooftop condensate drains X X - - . - 'Exterior courtyard drains X lbonduit, i C Required Interior Signage X Provide monthly Master Schedule updates to AMC X X X X Ww - - - Building underground / underslab X electrical wiring, and termination X - `Utilities: C_o_ncessio_n area trench drain system. Blackout in slab. X Site office temporary utilities (water, sewer, telephone, and electrical [400 amps] to AMC's Temporary Construction Facility and Laydown Area) X ..-- - W �Fumish and install Concession Area trench drain system X {Security !Power - Video Cameras w_ - w !Interior rough -in X conduit, j boxes, wiring, etc. X l Interior trim X ;Data: ;Camera f ;Security - JEquipment, conduit and j -boxes X Permanent utilities, including Telephone service, sized to AMC's requirements, and brought to Tenant designated points X µ Rooter" sewer lines 2 weeks prior to opening X housings: -- i 50V, check values, backflow devices, meters, etc. X ; Furnish X ;Building Y Permits: All final connections to Tenant supplied equipment X Install X Obtain zoning, land use, site, and development permits X i Hose bibs in exterior walls X 1 Equipment, cameras, data cable, and final connections X i Obtain core and shell permit X : Note: water for any irrigation systems within AMC's Work Limits but in !common areas (i.e., outside AMC's Demised Premises) to be supplied by i ,Landlord. X Obtain Fitout work permit X -- Keyless Locks s Testing and Inspection conforming to code and specifications: �Pawer conduit, j-boxes, wiring, etc. X Site work i _....._____ - _.._. _.___ __._.. _ __ - ._..... X - `Storm Drain System X Data: conduit and j -boxes X Core and shell work X _ _.. -w Leaders to main system X _ cameras, data cable, and final connections X I Fitout work X 1 ; �_._ FF &E work X 1$400 Plumbing Fixtures Burglar System �- ;Buildin cleanup (daily rough and final): r 9 p ( Y 9 ) ._J_..-..__.__ _ ' Automatic flush valves an all urinals and water closets X _ ;Telephone ! Conduit, Power. conduit, j boxes, wiring, etc. • X Site work _ - X Water closets to be wall -hung. X !Data: conduit and j -boxes X T Core and sh work X Equipment, cameras, data and phone cable, and final connections X Fit out work X _ 2550 !Gas Electric - service choice by AMC to points specified by AMC X i FF &E work X System !Provide copies of as -built drawings, operation and maintenance manuals, - !warranties, etc., to Tenant on Compact Disc: 15500!F (Dedicated System) backboard, and service into Telephone Room within Tenant's s premises X ._...w ;Annunciation and alarm systems to be separate from mall system. X i Core and shell work ^ -.. X {Supply to location specified by AMC X �� mm IPower conduit, j- boxes, wiring, etc. X Provide 60 day advance notice of all delivery dates for items famished under FF &E but install under Fitout Fitout work 1 X - �, iser into space !Riser X Phone cabling: and ' -boxes g _.- 1 _ X heads within premises (based on performance !Piping and h p ( p ;specifications) X _- .-- - - -. -- __ : Phone system including cabling X Payphones 4 Pa hones X FF &E work X Page No. II regarding facility systems for Tenant's operational personnel: ,Aisle Lighting System_ Core and shell work X ---- - - - - -_ ;Conduits, raceways, all rough -in, wiring - - - X - -- .- .. -... �..._� ,�_________ Page No. 13 . �. �..._ ._.- .�...,,, Page No. 9 . Date 11/4/05 Date IV4 /05 Date R/4/05 � _ _ ...,___" -- !• _ i Fitout work X As required by code in exit corridors to Exit Stairwells only X .Fumish and install rough -in for step lights in structure X w ; FF &E work X - !All backflow preventers and meters, PIV, tamper switches, drain lines, 1detector check, SOV, and check valves X !Transformers: iSecurity guard for FF &E equipment (60 days) X I F um i s h X 1 RE\ I` Office area in the construction trailer for Tenant site representative and FF&E project supervision X • i Fire sprinkler layout, shop drawings, and approvals for a complete system ;conforming to all applicable codes X ! Install X 1 : 9Aisle lighting X 1 i Dumpsters for FF &E debris (estimated requirement is one and one -half 40 CY dumpsters per auditorium) X Deluge system (if required) X ;Make that connections X 1 ,- ...___- _._._.__. __._ _. _._..._ -_ _ _.... _... - -- I :Foreman standby time onsite for electricians, plumber, mechanical, vertical ;transportation ot within AMC space, energy management total systems and for r p g Y General Contractor during the O nin Week - 72 hours total each trade. Schedule as directed by AMC Operati X 15800,HVAC (Per Tenant's Closed Spec) !Carpet X 1 WVAC distribution within AMC's demised premises X Ca t extrusion n (for aisle lighting) X HVAC equipment and controls including HVAC RTUs g X !Carpet protection p Ion ca t (carpet masking) a X C EMI Rooftop exhaust fans X __._.._......___.._.....__ . _.-__._......._..__-_.......___ ...........__ .... -- _ I t base s so v1n r Carpe b (. vinyl base elsewhere in this schedule} X reman standby time onsite for vertical transportation to AMC level X i Curbs for RTUs and rooftop exhaust fans: i Page 1 - I Fumish only X ;S eating X i Install X Stud layout and welding X i RTUs I Unloading, move into position, install, and protect X - - -- ! Furnish X !Disposal of shipping boxes in dumpster X , _ _ _ _ _ _ _ _ 1 Hoisting to roof structure once curbs are installed 4. X Install connections and startup X !Office Partitions, Furniture, and Equipment i Fumish, deliver, move into position, install, and protect X _- 15800HVAC Smoke Equipment and Controls (if required by local code), 'including without limitation:, X _ ;Count i Fumish, jVault Room Cabinets X Smoke Exhaust - AMC installs at landlord expense X { Room Counter and Shelf Smoke Evacuation System - AMC will install at landlords expense X X {Smoke Control and any adjacent building tie in - AMC to install at landlords ;expense X T Safes deliver, move into position, install, test, a protect X 16000iElectrical _ -_ IDedccated Main transformer, conduit, and cable on secondary side to points !specified by AMC X #Computer Systems _ __ _._.__ ,_. jPower, conduit, j- boxes, wiring, etc. X TAll meters X ! Data: conduit and j -boxes X As required by code in exit corridors outside AMC's demised premises Exterior lighting and power. (All lighting, including without limitation, that for (parking areas, drives, walks, plazas, and service areas to be on Landlord's I meter.) X !B !Benches- E uipment, data and phone cable, and final connections X X Lobby Art X __ Fire alarm system (based on perform specification), including shop ;drawings and approvals X _ _ _ Interior Only ' Fumish, deliver, move into position, install, and protect X i Interface to projection automation system X Secondary conduit and wire to main Tenant Electrical Room X ;Freestanding Trash Receptacles and Ash Urns - Interior Only _ ;Main distribution panel(s) X Fumish, deliver, move into position, in _ __ _- i Sub-panels for Tenant premises X Planters - Interior Only X -� - !Temporary power 400 amp. Service X Fumish, deliver, move into position, install, and protect X `Distribution of temporary power X L i Temporary lighting X _ - -i- Movable Ropes and Poles X Interior power system conduit and conductors_ X ;Embeds for poles furnished and installed X _ _ _ i Interior and specialty lighting including without limitation conduit, - ._ - ' jconductors, dimmers, fixtures, and lamps X Fumish, deliver, move into position, and protect X _Fire I disconnects X i Lockers X -- - ... M- _ L Equipment 'Underground / underslab conduit X ; Power to rooftop exhaust fans and HVAC units X Extinguishers and Cabinets for Building X Interior heat trace system (if required) X Page No. 12 Page No. 10 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS D(Tiss I EWED FOR COMPLIANCE P PROVED Ov - 9 2007 ty Of Tukwila D ING DIVISION SEAL: PROJECT FOR: PROJECT NAME: KEY PLAN: SHEET NO.: r{EVII DEAN TRO STATE OF WASHIN CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 W H E N D E R S O N ENGINEERS INCORPORATED a325 MEG DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913 - 307 -5300 FAX: 913 -307 -5400 WWWIENGINEFRS.Caid am Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 18 THEATRES Iv A T estfteki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: SHEET INFORMATION: N PROJECT NO.: 223 - 383 -05 SCALE: NO SCALE SHEET TITLE: SCOPE OF WORK MATRIX SCREEN AND LENSE CHARTS RECEIVED JUL 1.2 207 �, r T105 E3 ; , �. FIXTURFJDEVICE 8, LOCATION RX/DEV RED FlX/DEV WHITE FlX/DEV BLACK FACTORY PAINT COLOR Sprinkler head escutcheon cover at black acoustical ceilings NOT APPLICABLE GRASS • No Sprinkler head escutcheon cover at painted black gyp board ceilings NOT APP ICAEE BRASS • No Sprinkler head escutcheon cover at white vinyl ceilings Pi3NDANT • BRASS No Sprinkler head escutcheon at white acoustical ceilings PENDANT • BRASS No Sprinkler head escutcheon cover at white and /or light color painted gyp board ceilings GOING I • BRASS No Return air diffuser at black acoustical ceilings CONCEALED 8 OR LOWER • No Return air diffuser at painted black gyp board ceilings RECESSED 14G-ER THAN 8'-Cf • No Return air diffuser at white vinyl ceilings MCESSED • G-RCNE No Return air diffuser at painted white gyp board ceilings LA A •- • No Return air diffuser at light color painted gyp board ceilings a • a Yes, paint to match adjacent ceiling material color Retum air diffuser at colored acoustical ceilings • Yes, match valor Supply air grille at black acoustic ceilings • No Supply air grille at painted black gyp board ceilings • No Supply air grille at white vinyl ceilings • 6 No Supply air grille at painted white gyp board ceilings SERVICE SINKS • 4 No Supply air grille at light color painted gyp board ceilings • Yes, paint to match adjacent ceiling material color Supply air grille at colored acoustic ceilings • Yes, paint to match adjacent color Access panels at black acoustic ceilings • No Access panels at painted black gyp board ceilings • No Access panels at white vinyl ceilings • No Access panels at painted white gyp board ceilings • No Access panels at light color painted gyp board ceilings • Yes, paint to match adjacent ceiling material color Access panels at colored acoustic ceilings • Yes, paint to match adjacent color Auditorium therm ostat/hum idity sensors • No Access panels at painted gyp board walls • Yes, paint to match adjacent wall color Access panels at wall tile • Paint solid color to match adjacent tile color Wall- mounted fire strobe and pulls (Color may be specified bythe local Municipality) • No Auditorium Thermostat Controller Unit • No Auditorium CO Sensor Unit • No SPRINKLER TYPE CEILING HEIGHT SPRINKLER HEAD COLOR SPRINKLER TRIM COLOR LOCATION LERlGFfr NOT APPLICABLE GRASS ERASS Ltd -III AREAS OR AREAS WiTH No CUING TES, PROECTION E0011-5 E FLM PREF AREAS. PENDANT NOT APP ICAEE BRASS ELACK PROVIDED TI -EATRl 5 Pi3NDANT NOT APPLICABLE BRASS BRASS JANITOR CLOSETS, STORAGE AREAS CONCESSION S PPORT E SECURE STORAGE PENDANT NOT APPLICABLE BRASS MATCH ca NVG COLOR QJSNG STANDARD COLORS) OA COWERENCE ROOM SECLIZTY CLOSET, COLNr ROOM VALLT AND BREAK RM GOING I NOT APPLICABLE BRASS MATCH CB.NG COLCR 0.1SNG STANDARD COLORS') TIEATERE CORRIDORS AND VESTRIES CONCEALED 8 OR LOWER BRASS MATCH CE1NG COLOR (LEM STANDARD LODES, RESTROOMS COI OORS, BOX OFFICE AND OTI-ER PLELIC AREAS RECESSED 14G-ER THAN 8'-Cf MATCH C8N3 COLOR ISM STANDARD COLORS) MATCH CIELNG COLOR afl3 STANDARD COLORS) LOSS, RESTROOMS, CORRIDORS BOX Ord MD OTHER PLEUC AREAS. MCESSED I- IGr -ER THAN 8'-Or G-RCNE CI -BONE CONCESSION FIXTURE LJI\IISEX WOMEN MEN FAMILY DRINKING FOUNTAINS (see Section 410.1 of the International Plumbing Code) OTHERS REQUIRED PROVIDED REQUIRED PROVIDED [adirlod CIACIIA0Z1c1 REQUIRED PROVIDED 1 Service Sink �= 1 28 30 iO ►� 2 ♦•IL:- ..• a URINAL ���� ► 12 4 ► LA A •- ,.► 16 a 8 a 23 �AV DECK (1) ♦�� 8 4 DRINKING FOUNTAINS 6 6 6 FIXTURE UNITS * THEATRE LEVEL 0 FIXTURE UNITS * M LEVEL SERVICE SINKS 2 4 3 FIXTURE UNITS* THEATRE LEVELS 1 FIXTURE UNIT * MF7ZANINE LEVEL Q V)V) WMm-I OCCUPANCY WATER CLOSETS (see Section 419.2 of the Internation I Plumbing Code for urinals) LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAINS (see Section 410.1 of the International Plumbing Code) OTHERS MALE FEMALE Theatres, halls, museums, etc 1 PER 125 1 PER 65 1 PER 200 - 1 PER 500 1 Service Sink DATE: INFORMATION: 4- -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7- -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS TABLE 803.0 INTERIOR WALL' ANDOBILLNG FIMSN REQUIREMENTS, BY OCCUPANCY .A- 1. &A -2 A =3f, A4, B; I-1 : , R -2 SPRINKLEREDI Ver callexRsand. •exit passageWaysa.b Exit access cor1dws and' otherexdways Rooms ant . ecicioseci spaces` • No restrictions I ONSPRINKLERED Vertical =chi :and ' •. axitl>nss gewaysa' b Exit access corridors and other exitwaye Ad Rooms and enclosed . specie: B 2 '222 . ForSI: 1 firm = 25,4min.I stluarefoot 0:0929 . a. Class a interivrfuus h ataaterials shalip . beeirnitted for wainscotting or paneling of hot mote than 1 OO squarefeetof ipPlied surface area in tie grade Lobby where applied directly to a noncombustible base or over'fumng strips applied to a noncombustible base and fireblucked as requii ed by Sermon 803.4.1. b. In vertical exits ofbuiIdings less #bath threestories iA height of otherthan Group 1 - Cla B interior finish for nonsprinklered buildings and Class C interior Nisi] ' for spn nitlered buil sha be peimtc e. Reguuemem ms a s for ro ond enc spaces shalI T based u. pon spaces enclosed by partitions Where a fire - resistance rating is reguirett forsttuctural elements, the enclosing partitions shall extend from the floor to the ce Partitions that do not comply with this drat) tie Considered enclosing spaces and the rooms or Spaces on both sides shall he consideredtone: In de.wini iin g the applicable regairements for rooms and enclosed spaces; the SPeni0ic occupancy thereof shall be the:goveraing factor regardless Of the group classilcation of 1he'btrtiding or, structure. d. Lobby areas in Oroup A 1 A -2 and A,3 occupancies Shall net be less than Class B materials e. Class C interior, finish materials shall be pernuned in places of assembly with. ith an occupant loud of 300 persons or less f For churches and places of worship, wood rased for ornamental pntpose5 cusses, paneling or Chancel furnishing *II 'be pesniitted. i.-Class B material is:required where the:buildirig exc two stories h Crass C Interior fini-sh materials shall abo be,pernutted in admii spaces L C. lass C interior tint* reoerials shalt be pemutted in rooms with a capacity of four person's or less. 7 Class B materisha als ll be •pt pit t ed as wainscottuig extendi hot t more than 4.8 inches ve the finished floor in w tt access Corridors k. s4 iaterial5 aS provhh ci fo in gther S eCnOnS Of this code: • 1. Ap wlieri rlie vertical exits exit passagegrays, exit access Corridors or exitways or rooms and Spaces are protected by a sprinkler system insta'tled in actor- dance with Section 9033 1.1' oar 9033.1 6 SPRINKLER HEAD CHART 4 PLUMBING RAE SCHEDULE 1. OCCUPANT LOAD (MAX FIXES SEATS) = 2968 m 2003 BC, TABLE 29021 L TWO LAVATORY BASINS PER PREFABRICATED LAVATORY DECK UNrr 2. CALCILATIONS, MEN WC =(2968/2/125)- 12PEQ'D. URINALS - NO REQUREMi■1TS LAVS - (2968/2 / 200) - 7 REQ'D. WOMEN WC - (2968/2 / 65) - 23 REQ'D. LAVS - (2968/2 / 200) = 7 IT'D. COAL DRN1NG FOU\ITANS = 2968/500 = 6 SERVICE SINKS = I e EA. LEVEL 3. LUSEX U AMLY) PLUtviBNG FIXTURE CALCUAT1ONS USED N ACCORDANCE wrru BC 403.11. 5E IBC TABLE 2902.1 4. NO LRNAL FIXTURE L,NT REQUIREtWENTS. PER PC - SUBSTITUTION FOR WATER CLOSETS -4192 N EACH TOILET ROOM, URINALS SHALL NOT BE SL.6STiTLITED FOR MORE TI-LAN 67% OF TI-E REQUIRED WATER CLOSETS. 203 BC -TABLE 29021 MAIM MEER OF PLUiBING FACCL T ES a. The fixtures shown are based on one fixture being the minimum required for the number of persons indicated. The number of occupants shall be determined by the International Building Code. b. Fixtures located in adjacent buildings under the ownership or control of the church shall be made available during periods the church is occupied. c. Toilet facilities for employees shall be separate from the facilities for inmates or patients. d. A single - occupant toilet room with one water closet and one lavatory serving not more than two adjacent patient rooms shall be permitted where such room is provided with direct access from each patient room and with provisions for privacy. e. For day nurseries, a maximum of one bathtub shall be required. f. For attached one -and two - family dwellings, one automatic clothes washer connection shall be required per 20 dwelling units. 403.1.1 Unisex toilet and bath fixtures. Fixtures located with in unisex toilet and bathing rooms complying with Section 404 are permitted to be inculded in determining the minimum number of fixtures for assembly and mercantile occupancies. 410.1 Approval. Drinking fountains shall conform to ASME A112.19.1, ASME A112.19.2 or ASME A112.19.9, and water coolers shall conform to ARI 1010. Where water is served in restaurants or where bottled water coolers are provided in other occupancies, drinking fountains shall not be required. 419.2 Substitution for water closets. In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. 5 CONTINUED FROM T102 SECTION 26 - SPECIAL ACCESS (1NFES_CHAR LFTS) - NOT USED SECTION 27 - CONTROLS AND OPERATING MECHANISNE I. Controls and operating mechanisms required to be accessible by Section shall comply with the requirements of [ ADAAG 4.27.] 2 Clear floor space complying with [ ADAAG 4.2.4.4] that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment, 3. 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 lower than 15" if forward approach and within 54", but not lower than 9" if side approached. Electrical and communication system receptacles on walls shall be mounted no less than 15' above the floor. 4. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds of force. 5. Spaces for vending machines anal other equipment comply with [ADAAG 4.2] And shall be located on an accessible route. 6. Faucet controls and operating mechanisms for kitchen sinks shall be operable with one hand and shall not require grasping, pinching or twisting of the wrist. the force required to activate faucet controls and operating mechan isms for kitchen sinks shall be no greater than 5 pounds. Lever operated, 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. SECTION 28 -SPACE ALLOWANCES AND REACH RANGES. 1. The minimum clear width for single wheelchair passage shall be 32 in (815 mm) at a point and 36 in (915 mm) continuously [ADAAG 42.0 2. The minimum width for two wheelchairs to pass Is 60 in (1525 mm) [ADAAG 42.2] 3. The minimum space required for a standard wheelchair to make a 180 degree turn is a clear space of 60 in (1525 mil) diameter. 4. The minimum clear floor or ground space required to accommodate a single stationary wheelchair and occupant is 30 in by 48 in (760 mm by 1220 mm) The minimum clear floor and ground space or a wheelchairs may be positioned for forward or parallel approach cn object. clear floor or ground space for wheelchairs shall be centered on the element It serves and may be part of the knee space required under some objects. [ADAAG 424.0 5. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or over)cgo an accessible route or adjoin another wheelchair clear floor space. If a clear floor space is located in an alcove or otherwise confined on all or pal of three sides, addltional maneuvering clearances. [ ADAAG 4.2427 6. If the clear floc ice only glows forward approach to an object, the madman high forward reach allowed shall be 48 in 0220 rr i). The minim= low forward reach is 15 in (380 rnm). If the_ Nat forward reach is over an obstruction, reach and clearcr ces shall comply with [ ADAAG 42.51 7. If dear floor space allows parallel approach by a person In a wheelchair, the madmLrn high side reach allowed shall be 54 in (1370 mn) and the low side reach shall be no less than 9 in (230 an) above the floor (fIg 6(a) and 6m)). If the side reach is over an obstruction, the reach and clearances shall comply ply with [ADAAG 426] SECTION 29- STORAGE 1. Fixed storage facilities such as cabinets, shelves, closets, And drawers required to be accessible by 4.1 shall comply with [ ADAAG 425] 2. A clear floor space at least 30 in by 48 in (760 m by 1220 mm) with [42.4 dear floor or ground space for wheelchairs] that allows either a forward or parallel approach by a person using a wheelchair shall be provided at accessible storage facilities. This clear floor space shill adjoin or overlap m accessible route and shall comply with [4.24 clear floor or ground space for wheelchairs] In storage facilities permitting Rill entry by a wheelchair, and allowing a wheelchair to travel [42.3 wheelchair fuming space] shall be provided within the storage facility. 2 A clear floor space at least 30 in by 48 in (760 mm by 1220 mm) 3. Hardware for accessible storage facilities shall comply with 4.27.4 Touch latches and u -shaped pulls are acceptable. LADAAG 425,4] 4. Janitor rooms and or closets are considered storage rooms and must comply with [ ADAAG 4.25.11 5. any mechanical room or utility room containing sl IT= /or floor sink is considered a storage room 4 must comply with LADAAG 425x1 SECTION 30 - DISCLAIMER 1. Portions of the following codes= • International Binding Code (IBC), • International Fire Code (IFC), • International Plumbing Code (IPC) • Intemational Mechanical Code (IMC) • International Electrical Code (EC) • All Codes with Washington State Ammendments • Americans with Disabilities Act (ADA), • ADA Accessibility Guidelines ( ADAAG), and other code requirements quoted herein are for reference and information only, and are not intended to be exhaustive nor to preclude the codes and the responsibility of the contractor to uphold code requirements not mentioned. 1 7000o0038/F/UTS 1 .Approval Date 0Ji5 /20ai Pr nt tiat: b5 /19 /2O 5 Page. 1 PROAIICT mkt 11W ENi J, 1.1 Proditat flame K0 K ESTAR GalciLia z1m 1.2 Manufacturer /Supplier EASTNFAN KODAK CakPAW PRG 7Ci T PE Colour Photoyraphzc film (E5taT ftl'm laase'J, Po7 yet}iy7 ene teiepltha7 ate film base Pho.tograglii e gel'at'ine 3 3i )vex 3ia1..des a 1. : Ni5ee3 addit i -V .. t xa . darn 4 _.1 t'xeiiei $1: Th p roduct �s not 'expect,?d tr cp.iise any health: yr safety • • 2iazard�, +when used: as i 4:2 Health Aspects ESTAR .Cplor Films Ora riot; hazardous to health 4 3 E i re Ilaza c l ' Sxtin sri • :l din c - s'1.Iix 0:467 FilItis paas' standard safety #ilm teat ' IS0 .543; Phobagrapkiy' Photographic.films b ecifidations or sa #ety fi3rn "_ A1t1aau?h 'poi +et by )tine to 'eplit.h late f ilm use is a combustx1?7 TG, t:EL7.3.1,; 'it as' xsot 7atrira4.ble '; Considerable: heati:ag above amljiexit eo t .io is is r qt nett before: agnxt ion aiid Ogmbustpon • can vrciiz;' She produc of evot7zustian deipend ari. the ketirning eiandi and ar0 likely t o include car3 n nioriox .de .pxzdes of nitro err aria ox'des 'af .au3ftix. Irl, file event of a' faze ' #ire.acjiaters :shbtiid:weaz self contasned kireatlxing apparatus aisd prof ective ''edit . p Extinguishing Media Water Spray, carbon dioxide (.002) d chemical W TE tTI47?■SAi, : f or Sma17 7iaiotitiits ::: 'or :dfspose. in . federal •egulations of 2iaxge'Am2iiiits'_ ; ;hte .incinerated when in e' : viith..'lo c al' • rognlat.zon •'17OR4GE .. .:.. Sto • in •.coo7., . d y, 'li7aoe:,'. ARTIC■E INFOPQTION.'SH ET • • T1ie .i.uf • contazne�i'he ern .s'.:firrnxshed wi:thant warranty of aril+ ]clod. I3sers. ia • • should. consacler: t'10e • a a: on3y as a',supplement to, other • • nformation gathered' by them' and must make :ii dependent 'det,ezminatibns: of. '. stilitab111ty and • comp l eteaesa' : of • rrifnxrlatzcn from all sources'ta a luxe • p rolaer use astd.disitvsa3 of t#ie$e iaatexials and ilia safety and;Izealth.of emn3. p •. ct ........ • Yo spent : oyee custo s and mers and t2ie•' rate pf the•• envi • Not. izb3tsot rb: the .regu atiazis ejn' transport and la1 e cig. flo at . apply Era ardous ct?etni al subst- noes on,60d n /F /HtA' AppTO a7 Tiste : 1O/15/20-01 '' Print' ' /S9 %2005',, 2 n Tro tmen e�is -re• • chte•t 2575 -- J -: ..ve. : J..'nto Ph ne: 1.925 504 - • -t92 .0244 SEAL: 99 R GIST -R-; PROJECT FOR: IN b AN \-(OUTMAN STATE OF WA 1-1INt3TUN CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.G. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 - 4232 Fax: (816) 421 -1956 171 ENGINEERS INCORPORATE D 8325 LEMEXA DRIVE sum 400 LENEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 wm www.HET@ER90NENaMEERS.CON amc Copyright 2006 - AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES milp A T sd1ekf SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ✓ p c< gn@MMTIEEMEM aazi mti c a a mtnmaw W § 1 02 (1 KEY PLAN: SHEET NO.: ISSUE INFORMATION: SHEET INFORMATION: T106 Ernm PROJECT NO.: 223 - 383 -05 SCALE: NO SCALE SHEET TITLE: CEMERAL ACCESSIBLITY NOTES CHARTS AND SCI-EDIAES RECEIVEb JUL 1 2007 Ptp1Ni; ; U N ; I I DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS t SEAL: evin U e�is ere 2575 J v Pho 9$ 1.925 2504 IF= 951.92.0244 6904 - EGisTERE KEVIN DE4 TROUTMAN ST ^.T= OF INASHPYGION CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 E N GIN E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913 -307 -5300 FAX 913 -307 -5400 WE& VAINII EH DERS0NEN0MEERS.COM PROJECT FOR: imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J amc 3 hg LY1 ihdfing1,40 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: SHEET NO.: A001 U g 16 THEATRES iv AT estewhir SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington § ( 61nn wMM 222leiEl� u�iEM EffignIngiRgiffign F.5izt aaQaaaa ."Ti m0)20_u, Jr l/.rflliJ/' PROJECT NO.: 223 - 383 -05 SCALE: 1/fi4'4-O' OVERALL SITE DEVELOPMENT PLAN MALL LEVEL 1 RECEIVED JUL 1 2 2007 ; 1V; c_: DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS NORDSTROM M\\&\:, WALDENBOOKS 3 LEVELS 171,275sf 81AgO o s<A MARINERS •TEAM SWOP YRRRw9Yf imm FARRRL V.RS*Mifu•fw. ,4. ittIlll� 1141 SEAMS 3 LEVELS 169,39Csf YERIZON WR19LESS MADE IN WOS4INGTON FENCER GIFTS GODIV a_n PNC DANK 1HE PICTURE fatielii 6 ABERCROMBIE STARBUCKS PACIFIC SIANWEAR PUBLIC CORRInoR TINDER BOX BIT OF HAWAII GORDON'S S JEWaERS JAMES BOUTIQUE G.N,C, s 1 SILVER & GO?.51 GATE WSTAND PAYLESS .SOURCE KIDS LOCKER ROOM 2 LEVELS 65,237sf a EXISTING 3 LEVELS 276,468sf ED MEYER JEWEI JUST SPORTS WHISTLE WORKWEAR CHOICE CASUAL KING COUNTY LIBRARY 1111101111 SIGNALIZED 1tiIiERSECTIO Kevin be 25e is re 2575 an J nto Ph ne: 1.925 SEAL: CST /IN DEA'� TROUTMAN ,TE OF \1+ SHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WEB: VAVMHENDERSONENGINEERS.0014 PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 Tf'IEATRES AT amc SHOPP/NGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington rreAl n — routman Architect vs, 53n JacmW, CalWoma 925 -53t8 2504 ax: 951.924.02441 Ernaq s&Qstlunc.drom rri lu qoj Jima ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: 1/64'1' -0' SHEET TITLE: SHEET NO.: 14 4 OVERALL SITE DEVELOPMENT PLAN PARKING LEVEL 2 R C E VED JUL 12 A JUL ...�.. DATE: INFORMATION: 4- -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 2alawantanditioniffill -- i 111111111#iT' ... 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II�w3sl4l � ��><�i'K:�rlf • I t tt ■ •- 'NMI rl ai lit it r r� 4i !t rl it til MSC , { s: l , .1 •1 it n...•.ed. 4 ■'r � /�� rl 11 ME$�11 It tt , 1i ..L+ yr 11 J[ rK• 1 it !1 , 11711111411111 EIMMERVINIMEMILICt / Ii1••m•Rliimiin a i Ir-- t lumina _I!II �1�1 t ■ 1 1i±1t.. MOM I _ ©I� __I ata':.' ..- .•sn.. :Fran:...:■ fl it If11r ref or • f *fry is ti'r''JFt MIME ,111:1111i1 OI1tI1111t11111tll t�a1®i,l . 11111111MENERI rigs . g r reeo■Iwrr rr�iilYtio/5 ®�IIA�1 e�o�� . - i l�l�lr _ � . �� 'r.v�.. _ • - - �r���(� ■� arr�ix�er�a _sue la'1D�1` J•�• w I9�1..o1�It'p➢� _ .. MEN "ill, ii riM�� ft �■rli� � - "��ii Y v,� rrrll a �iu � {] I Ilf••>E. i e:ii rl �I .�1� r � #I v „f / 1 +i: / a r ii ri ► .rYra .■.tif' y /: ►�# �1/t�s`/ ►� n. rA�,. •// \► �� = �i•y:r sy" ��:��:. _ � :..�. -'� _ . I ►..r !tvaat �/. : t.�:. *s� _� ''��'��i t.� -ter:. _'�� -�x� � � } �i !?!�.� x � . #�.� A. THE INFORMATION ON TWS SI-EET IS FOR AMC DEVELOPMENT AND LAYOUT PL2POSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NOTED OTI- •ERWISE B. ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS SI- E -TERS, GBNEQAL & ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, & STALUCL RB SIPPING ARE UNDER SEPARATE CITY OF 'TUKWILA IEUILDING PERMIT BY LANDLORD AND LANDLORD'S ARCHITECT OF RECORD. C. ALL VERTICAL CIRCULATION SYSTEMS NCLUDING ELEVATORS, ESCALATORS E TI -IEIR REQUIRED EQUIPMENT, HARDWARE, STRUCTURE SUPPORTS, SHAFT ASSEMBLIES ARE UNDER SEPARATE CITY OF TUKWILA BUILDING PERMIT BY LANDLORD AND LANDLORD'S ARCHITECT OF RECORD. SEAL PROJECT FOR: I Copyright 2006 — ri AMC r REALTY, INC. AMC REALTY, 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: n rotlltman d ' rchitect oa Jacinto. Ca Fax:151.928.0244 EmaI VIN DE r . TROLITt AN STATE OF WASHINGTON Fri IAA E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LE NEXA. KS. 86214-1695 TEL: 913 - 307 -5300 FAX 813 -307 -5400 YIE : www.HENDERSONENGINEFRS.COM amc SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET TITLE: MFGISTE ISSUE INFORMATION: SHEET INFORMATION: SITE PLAN PARKING LEVEL 3 SHEET NO.: A003 18 CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 can 16 THEATRES A inRgniffigggiNggfig r= ° aaaaa�aaaaa�Iln�n.W J PROJECT NO.: 223 - 38305 SCALE: 1' - 37-0' ECE VED JUL 12 riff '1_N11/1; ; ; �.. DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS at 1 %�llltt 11111% .._. W :,.,- vvLr\r\ 1 1 1 1 1 1 "1 11141111 111 MENEM MI II III Ilk FREIC 1 ELEVATOR 1 LLIDoj LED LJ aim UJ CO=1 COD DU C=E: E:E LED : i \ 0=D EDO CL:n EED71 ED: EED CO2 ROOM REF. PLUMBING DRAWINGS ,,, pool a > Dcn U.71:11 1101 101 : 1 a_731 0:101 6 ENLARGED LOADING DOCK AREA PLAN 1/16' _ T-0 LEGEND Is In Eh TRAVEL ROUTE LOADING DOCK TO FRF C aT ELEVATOR NOTE: THE INFORMATION ON TINS SI-ET IS FOR AMC DEVELOPMENT AND LAYOUT PURPOSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NOTED OTI- ERWISE. ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS E SI- ELTERS, GEI■ERAL & ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, & STALL/CURB STRIPING ARE CINDER SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND IT'S ARCHITECT OF RECORD DS I;, A INC. ALL VERTICAL CIRC CATION SYSTEMS INCLUDING ELEVATORS, ESCALATORS E TI-EIR REQUIRED EQUIPMENT, HARDWARE, STRUCTURE SUPPORTS, SHAFT ASSEMBLIES ARE UNDER SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND ITS ARCHITECT OF RECORD DS e A INC. • n. { ., F. Kevin • e.. n routman Rebist�ere Arc n to , 2575 an Jacinto v e., San J n to , Phone: 9.11.92512504 F ax: 551.9 .0 244 1 SEAL: REC ISTERE ��CHITE'" CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421-1956 rim E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE S Jf'EE 400 I.E1EXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 VE3: VNAKHE IDERSOV ENGR EERS.0311 PROJECT FOR: 1 Copyright 22006 — REALTY, INC. AMC REALTY, 1 , INC. AL 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: Limo 16 THEATRES AT estifeki SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington V F °aaaaavaaaaia 03,3mn,,u 1 8 1n g t 0 &F Hili 6904 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/64 SHEET 11TLE: ENLARGED SITE DEVELOPMENT PLAN PARKING LEVEL 1 SHEET NO.: Kt \'IN N TROL1iM N S i ,Tc L \VA: i-UN T N RECO/ED A004 JUL 1.2 7907 I thilvl; ; . 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" CI i 1 I ,, I 1 H i 1 I 1 i - ' . =.- - , , _ - 1 ------- r - T - T , — I I I sEE BASE BUONG PLANS FOR ALL PETER ET I 15* I I I BALCONY PLAZA I EGRESS \ i \/ I \ l I \ I / \ I / / I \ / i \ / \ 1 1 1 \ / 1 / 0 0 (Thi - 4 . \ 10 131 MIlt.ogink. or.. 0 101 ........... i i•Barr te _ l i ,---,----.0.1011"5•016-- SS Yi I 1 i tt.7 1 11 7; 11111 7 . m ire 19 1111111:11:111 e lk ii rd 1 1 I I li ttli r e i r T i r s ir19 11 : 11 f i ll - 1 St 4 . 10 / 4 1 1 6 1. 41 ‘11111111114111110114WeiLdlaillk111110610" $196111.11+.'"1 llllllllllllllllllllllllllll IWO siglIWPIT- 1111101691 111011711Sille.":11110015111 111 01 "011 9,011-11 W/ 11111 I 1 1 1 1 I j - ---- 1 - -7-- ____12___.,-._______,..._ -,--- ...._.._-..... -1-- '4:-...-,_______:.4--------21.„„____I- . -1,1 , - 1 - -.+4 , - T- I I ii IIr ilini11.111M1110, " • I 1 IT 1 1 1 1 1 1 OCCUPANT LOAD BY LEVEL LEVEL 3 - THEATRE LEVEL/LOBBY/QUEUING LEVEL 4 - PROJECTION LEVEL TOTAL OCCUPANT LOAD 3100 63 3163 I BUILDING AREA SUMMARY LEVEL 3 - THEATRE LEVEL 70,906 LEVEL 4 - MEZZANINE/OFFICE LEVEL) .15,852 SEAT TABULATION TOTAL E.R. FIXED 2,888 24.55 ACCESS 80 N/A TOTAL 2,968 N/A OCCUPANT LOAD BY AREA AREA (INTERIOR) AUDITORIUM SEATING 1 THRU 16 PROJECTION LEVEL AREAS CONCESSION AND RELATED AREAS CONCESSON QUEUING ARCADE BOX OFFICE/GUEST RELATIONS LOBBY QUEUING TOTAL OCCUPANTS OCCUPANTS 2,968 39 12 92 18 10 421 3560 1 - - - claLS EXIT LOAD CALCULATION KEY (H) (v) (P) (R) CALCULATED HORIZONTAL EXIT WIDTH (E1±.1): EXIT LOAD X 0.15/12 12003 IBC 1005.1) CALCULATED VERTICAL EXIT WIDTH (Fki.1): EXIT LOAD X 0.2/12 (2003 IBC 1005.1) EXIT WIDTH PROVIDED EXIT WIDTH REQUIRED GRAPHIC KEY Symbol (H) (V) Remarks TOTAL AUDITORIUM SEATS OCCUPANCY GROUP EXIT FLOW BASED ON ACCUMULATED OCCUPANT LOAD EXIT FLOW BASED ON OCCUPANT LOAD REQ'D EXIT WIDTH (FEET) HORIZONTALLY REQ'D EXIT WIDTH (FEET) VERTICALLY AT STAIRS r L R eQistere 2575 n Jacinto evin 'e in PI 9 1.92612504 i Fax: SEAL CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421-1956 rri LA.1 HENDERSON ENGINEERS INCORPORATED PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES A T I SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g mounguommumn gigigigifigigniggiggRingig ISSUE INFORMATION: DATE: 4-21-05 5-4-05 5-1-06 6-7-06 7-18-06 8-21 - 06 1-15-07 KEY PLAN: SHEET NO.: 904 ro ye., San Ja A95r1c.9h .0.244 7 17.GISTER •D KEVIN D • N TROUTMAN STATE OF WASHINGTON 5325 LENEXA DRIVE sum 400 LENEXA, KS. 55214-1895 TEL: 913-307-5300 FAX 913-307-5400 NEB: WWN.HENDERSONENGINEERS.COM SHEET TITLE: 92533-5318 stkLastIonc.00m C INFORMATION: FEASIBIUTY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: 1/16' - 1'-0' EGRESS FLOOR PLAN - LEVEL 3 RECE WED A111 JUL 1 2707 ; \-; •1 GRAPHIC KEY Symbol Remarks 000 TOTAL AUDITORIUM SEATS A OCCUPANCY GROUP 294 EXIT FLOW BASED ON ACCUMULATED OCCUPANT LOAD S 5 00 S 299 8 -21 -06 EXIT FLOW BASED ON OCCUPANT LOAD 00 (H) REQ'D EXIT WIDTH (FEET) HORIZONTALLY (V) REQ'D EXIT WIDTH (FEET) VERTICALLY AT STAIRS PROTOTYPE BL ' ' I . LEICTH TO WDTH 1 RA 150 NO. OF RCS S 13 STANDARD TS 294 ACCESSIBLE S A S 5 TOTAL ALL SEA S 299 PROTOTYPE BLOCK ' I • 0 4-T AT1O-- -1.50- NO. OF P 1 WS 13 STANDARD TS 294 13 *TOTAL 41.- SEATS 299 PROTOTYPE BLOCK ' I ' TO- l - -1r50- - g 13 STANDARD SEATS 294 ACCESSIBLE SEATS 5 TOTAL ALL SEATS 299 TOTAL ALL SEATS PROTOTYPE BLOCK ' I ' TO- l - -1r50- - NO. OF ROWS 13 STANDARD SEATS 294 ACCESSIBLE SEATS 5 TOTAL ALL SEATS 299 PROTOTYPE BLOCK 'F' LBdGTI -I TO WDTH RATib 1.44 NO. OF ROW cngn STANDARD SEAT5, 30% TENANT PLANS ACCESSIBLE SEAT PROTOTYPE BLOCK 'F' LBdGTI -I TO WDTH RATib 1.44 NO. OF ROW FEASIBILITY FLOOR PLAN STANDARD SEAT5, 30% TENANT PLANS ACCESSIBLE SEAT !1i TOTAL ALL SEATS 220 DATE: INFORMATION: 4- 21 ---05 FEASIBILITY FLOOR PLAN 5- 4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 !1i 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS DATE: INFORMATION: 4- 21 ---05 FEASIBILITY FLOOR PLAN 5- 4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 1011k. IIIII i1111 11 Nil:'. _.- .� .61. IA i ;1 r11 jam, 1oi11 ■I! :=1 ! MI IA 114 - 8111 . 1' iii f s\ r11 1 . I1 Oi . I ill l Alt 711 \1 f li . •1 -I 1i iM_ l Ail N �. tl 01 i_ 1E Ill , r x�l _ I +lll + P__ .1 _ 1 I N i II it I 1 l~ 1 _! 1 I I< 4ii Ii J/ all N ii 1 TI MIITHT ; - • r- .- eC!' A atazE't rei ;:x. r ves'n- - ,_ .k£i?C•fY7• `1 \_ 11,11111j1111I it) lit • N _ '111^i11 1 '41l i1 ! ►��1 11r11111y mal ill r y . II am al ( l' 1 I ill 1611 k = �I sl! 1i. 11 11, ill 's' L j: 1 tit 1 1 11111 IR' to It 1 lit 41' • l• t II # rrtl Il. N1 it 1. 111 - iI tt I 11 R11 ; 11 i' i 1 ! 1 4 1 i - �;,;7 2 WI 1 2 r ;1 4 ��t�ix 11i1t # M' rIl 71 1T�%/iEi.>i /illii /ice w aroiczolassomusasomos ��iililt #i /i /i>■i�i#j/ilti ti���i /i iti /il�i� t ltlt�}�ix111frAi�lare ilt il,�tlt 1E#F7 l�Jr4' �' i. �: ���: 1� '�:�!/R�'.��1r11M�1!�Ri,�rt,Y� PROJECTION BOOTI -I �._i } * r ,.- -- - tixlil # + ts. �''t _ ii �� lw`''i �.i_ �t fir` ` ' i; - - Am . i *i i i... s. •� �t� , ,, 5 N7 -- 2 7,71 I EN.: :, l 15 Is Iliad "Ai r y' i ■, �I, • I i /.iE1ui/.i/i••• sm.arr,ie.arop+4 •- #�i#i1 tai/ iEi J�it�iil�iiaiHj /,I.c���T��tf+a! . •� #!,/�! 11111■ = s -- - il -- f� ! n 1i -■ ili - r �iti #i. #i /I#f #itjll♦ �il�tf►�at>if�Mi! tm u m i m �i�LL ..m ... i1 .F �fmat *i �itilit i/ taintliaili a;tfli it flliiIVNiSE= /> = rti MAIM il�i=rlt>Wi >•i>�iiiliwilTc #ili) i#ililillil�elWir srlart:rlwr>_14■a- awl =tim.r:...mmtmmiLm.aryrr, ii - �irlil!lillirli ililrilE tliElili i`Ifiiilililii'litilili ar .rr�a�r��.�•�r,�rw a! s�wwr�arrw�r .u�grsr�r:rr•w�rr�>s . >`i t - - . _ -t- - � 1 r 2 I , S - : ���s�i .f` If"•ift�i� /t�i� 1111Immt rr ,+ , 11i ra..bacpp:a�aa■��a lkra� - wla� -- � iii i il;= =�"1ti7isiii.�1�1t 1 ltt ►/ i !i € /i= # €iii#i#t #isi Tll arstmonvot a r atimi -i e-r1i a f1-[ � 7'm#1m il li �Irr: 1 .lfFr>kz��.�;��arr::��arr�.e��• r as momma rr■ ri�ilr!i1llll<ilt t .: s,; rr�. �:... a...... � .,�. A,.ru.wl.,.w:rc Fr� milt"i tkirm v lililii #liliil i m_sm li/ileilili#ir�ili?Ilxili>yi + ua�aurarrara. r_ �. r + wr�.:,�xar:�•••=e. =:�:�ra.+•:�rrL � � r i lil i/# i1 ll iiit3r7ifi7i� I 11ileliii /illiif7lilil'r1� 1'11.1 >w ��+s �'s�wi�a��ll_r Warr - - ,. •rrr�rarwtryrwnare+rsl�r��r COCA ,')� OP NI TO EE-OW 564 SF I =300 OCC. =2 4 40. s�#i1llil�l#i'��i + � 11 q 4 i, 7Ny 12 C ', R .7 i 4 I 1 � [ 1 , , ilL „, • 1- siit, y,r z irlililirliliii rti #i /i#li�il�il�ilc�_i /i /tti NORM fi #" F/ii#'i #i liii#i 't@it7il ai#i#i#illt" Rim 3• MOM ri �TxlKTii /i#jtt� lii /ilt7k111ttt/" / #1!}x!i /}/F1�I �� IEiNainLilaillillfi Si =t liiiiiilili mm 114! 114 ■iliiiiiiilalililfiliriliiili / #1/1/1111)!1 -cis w:w.ru�._a asiewin r rkar.:r >s s ?I�is °II ► *r. 1 .11 1 1 1,111 11111 'I.2 III ill Il. 1 - . I [ I tO 111 is 112 -_1/ Is 'ii '- ;t. t ill 011 IIR ' Il '_ I1 'Ii_1 1 1. II/ all : s F. 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MI `t E ! lilil 111r11 �waa+�wYir�� rw:rre,wrrr;w : zrr llil# t! ?#1 l'#i/!!!i rarralr! /_i!l MI.l1!#.>I1Mill i .#• ##?1..11r!l..ilf.,111rWEIl .ir.l.∎ rp,ara�a•aawt a:a.+1mimost r, twr� ri�rr r !l a it flit!! 3i! l}/ !irF!/ ?>t!1!lO?iri- 11..!rt_.W.∎ w_ lr, aenl _- a_.ala+ara �! #t. ial! l!iltl!lt#i'll'l' #i#tl ?1a11N!/i !i 11 `r_•�� rar 1 . 11. 1 �! 1. xlr' �l!> rGTl! lr! l! lit�Ellx !!lllt!l!i}l!!�?l!!#?E'ri l!l!l!l �r!�r11IrFw11!>I ara�;aa,�a.��a per'a,rsal.pl.rrrr. w.r�>s ww�enw.we, -111!III TITI a! itf !1!rr #ISTEiPl mrmili lirmin r:was.r-i s:ww,aramo w:wlara7r Min t ai I MP re IPS Gain NZ r! iii.! x! l! l! l!# ?i!t! x! r !l!I•il!li #1l!l!lltr!>�!'i!l!!? r , 5. - i i Ec:ci i y } y +. "` i Szarni#i /s>w1i1k u S ;�, • t oircli8 ',t -7 1:_ 0 c OD (i) Q 8 + t I 1 I 4 } @` li000 � `1 1 I 1 . I 1 1 ' } ! I 1 } 1 I } } 1 I I I } __4___.._ _____ ___ _ __ ___ _I_ -_ -_ �_______ ___._ _� ..__ __.__ _-... _ _.___._ _. __J_� -_.�_ ___ 1 } ____. 1 i 1 ' } I . 1 1 1 1 I 1 1 ;. 1 t 1 1 1 1 , ! , 1 1 1 �_1 "4.1________ ______ -_r._ �___ _. __J._ _ , i _ j_ 1 ! 1 ? i i 1 ' 1 1 4 1 1 1 1 I +( 1 � 1 i I 1 1 __1 } 1 1 H ca, PROTOTYPE BLOCK 'F' 1 LENGT11 T01 WDTN RATIO 144 NO. OF ROWS II STANDARD SEATS 215 ACCESS1:LE SEATS 5 TOTAL ,aLL SEATS 220 T i-+ ® ® 0 1 0 124 12.5 126 0 0 ocr 13 , I t , I 1 !I 1; i I , 1 1 I , I I° ! '! 1 1 1 1 4 1 } � , 1 1 l , 1 1 � � } } PROTO - BLOCK *I 1 ► } ; LB4GTH TO WO 1, • TIO 1.50 1 ;NO. OF 1 '0 S 13 1 1 1 ` I STANDARDI "m . TS 294 ° , • CCESSIBL ...TS 5 I I ! I I I 'TOTAL ALL, SEATS 299 11 - _ I Il 11 r�20.1C N TOTAL ACCT ATE OCCI 'ANT LpAD >< 63 LpAD 11_ - ----- 1 . \\k 1 1 . 1 1 1 E I I } 4 ? 1 , _ _ I ------ - - - -t -- j CO E COMP ` NGE 1 APPROVED NOV - , I Pity pf-M(01a YLD N DIV ISSON B e in egin r 5e !st r ve chlte • a 9 .< c 8 Ph¢ne: 911.925 50fl ax *--1 92 0244 - - f StWkinc }gym SEAL: KEY PLAN: Goat• PROJECT FOR: PROJECT NAME: SHEET TITLE: SHEET NO.: RELGiSTERtD A.CHI T EC, KEVIN N TROLITIk.AN STATC OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rro ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUI1E 400 LENE(A, KS. 86214 -1695 la: 913 -307 -5300 FAX 913-307-5400 WEBS WWIRLHENDE3i50Ne4GRE RS.001.1 amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES AT Wed E SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington t giliiiiinigginggiggfigi iWaa aaaaaa mt)mau, 210) Rah ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1/16' EGRESS FLOOR PLAN - LEVEL 4 RE(. 'E ED A112 , JUL 12 2907 1 1 1 I. r;_1y ; 1 I LB EXiT LOAD CALCULATION KEY (H) CALCULATED HORIZONTAL EXIT WIDTH (I -LEI): EXIT LOAD X 0.2/12 (2003 IBC 1008.5.1) (V) EXIT LOAD X 0.3/12 (2003 IBC 100 5.1) (P) EXIT WIDTH PROVIDED (R) EXIT WIDTH REQUIRED 1011k. IIIII i1111 11 Nil:'. _.- .� .61. IA i ;1 r11 jam, 1oi11 ■I! :=1 ! MI IA 114 - 8111 . 1' iii f s\ r11 1 . I1 Oi . I ill l Alt 711 \1 f li . •1 -I 1i iM_ l Ail N �. tl 01 i_ 1E Ill , r x�l _ I +lll + P__ .1 _ 1 I N i II it I 1 l~ 1 _! 1 I I< 4ii Ii J/ all N ii 1 TI MIITHT ; - • r- .- eC!' 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N1 it 1. 111 - iI tt I 11 R11 ; 11 i' i 1 ! 1 4 1 i - �;,;7 2 WI 1 2 r ;1 4 ��t�ix 11i1t # M' rIl 71 1T�%/iEi.>i /illii /ice w aroiczolassomusasomos ��iililt #i /i /i>■i�i#j/ilti ti���i /i iti /il�i� t ltlt�}�ix111frAi�lare ilt il,�tlt 1E#F7 l�Jr4' �' i. �: ���: 1� '�:�!/R�'.��1r11M�1!�Ri,�rt,Y� PROJECTION BOOTI -I �._i } * r ,.- -- - tixlil # + ts. �''t _ ii �� lw`''i �.i_ �t fir` ` ' i; - - Am . i *i i i... s. •� �t� , ,, 5 N7 -- 2 7,71 I EN.: :, l 15 Is Iliad "Ai r y' i ■, �I, • I i /.iE1ui/.i/i••• sm.arr,ie.arop+4 •- #�i#i1 tai/ iEi J�it�iil�iiaiHj /,I.c���T��tf+a! . •� #!,/�! 11111■ = s -- - il -- f� ! n 1i -■ ili - r �iti #i. #i /I#f #itjll♦ �il�tf►�at>if�Mi! tm u m i m �i�LL ..m ... i1 .F �fmat *i �itilit i/ taintliaili a;tfli it flliiIVNiSE= /> = rti MAIM il�i=rlt>Wi >•i>�iiiliwilTc #ili) i#ililillil�elWir srlart:rlwr>_14■a- awl =tim.r:...mmtmmiLm.aryrr, ii - �irlil!lillirli ililrilE tliElili i`Ifiiilililii'litilili ar .rr�a�r��.�•�r,�rw a! s�wwr�arrw�r .u�grsr�r:rr•w�rr�>s . >`i t - - . _ -t- - � 1 r 2 I , S - : ���s�i .f` If"•ift�i� /t�i� 1111Immt rr ,+ , 11i ra..bacpp:a�aa■��a lkra� - wla� -- � iii i il;= =�"1ti7isiii.�1�1t 1 ltt ►/ i !i € /i= # €iii#i#t #isi Tll arstmonvot a r atimi -i e-r1i a f1-[ � 7'm#1m il li �Irr: 1 .lfFr>kz��.�;��arr::��arr�.e��• r as momma rr■ ri�ilr!i1llll<ilt t .: s,; rr�. �:... a...... � .,�. A,.ru.wl.,.w:rc Fr� milt"i tkirm v lililii #liliil i m_sm li/ileilili#ir�ili?Ilxili>yi + ua�aurarrara. r_ �. r + wr�.:,�xar:�•••=e. =:�:�ra.+•:�rrL � � r i lil i/# i1 ll iiit3r7ifi7i� I 11ileliii /illiif7lilil'r1� 1'11.1 >w ��+s �'s�wi�a��ll_r Warr - - ,. •rrr�rarwtryrwnare+rsl�r��r COCA ,')� OP NI TO EE-OW 564 SF I =300 OCC. =2 4 40. s�#i1llil�l#i'��i + � 11 q 4 i, 7Ny 12 C ', R .7 i 4 I 1 � [ 1 , , ilL „, • 1- siit, y,r z irlililirliliii rti #i /i#li�il�il�ilc�_i /i /tti NORM fi #" F/ii#'i #i liii#i 't@it7il ai#i#i#illt" Rim 3• MOM ri �TxlKTii /i#jtt� lii /ilt7k111ttt/" / #1!}x!i /}/F1�I �� IEiNainLilaillillfi Si =t liiiiiilili mm 114! 114 ■iliiiiiiilalililfiliriliiili / #1/1/1111)!1 -cis w:w.ru�._a asiewin r rkar.:r >s s ?I�is °II ► *r. 1 .11 1 1 1,111 11111 'I.2 III ill Il. 1 - . I [ I tO 111 is 112 -_1/ Is 'ii '- ;t. t ill 011 IIR ' Il '_ I1 'Ii_1 1 1. II/ all : s F. 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I 1 } 1 I } } 1 I I I } __4___.._ _____ ___ _ __ ___ _I_ -_ -_ �_______ ___._ _� ..__ __.__ _-... _ _.___._ _. __J_� -_.�_ ___ 1 } ____. 1 i 1 ' } I . 1 1 1 1 I 1 1 ;. 1 t 1 1 1 1 , ! , 1 1 1 �_1 "4.1________ ______ -_r._ �___ _. __J._ _ , i _ j_ 1 ! 1 ? i i 1 ' 1 1 4 1 1 1 1 I +( 1 � 1 i I 1 1 __1 } 1 1 H ca, PROTOTYPE BLOCK 'F' 1 LENGT11 T01 WDTN RATIO 144 NO. OF ROWS II STANDARD SEATS 215 ACCESS1:LE SEATS 5 TOTAL ,aLL SEATS 220 T i-+ ® ® 0 1 0 124 12.5 126 0 0 ocr 13 , I t , I 1 !I 1; i I , 1 1 I , I I° ! '! 1 1 1 1 4 1 } � , 1 1 l , 1 1 � � } } PROTO - BLOCK *I 1 ► } ; LB4GTH TO WO 1, • TIO 1.50 1 ;NO. OF 1 '0 S 13 1 1 1 ` I STANDARDI "m . TS 294 ° , • CCESSIBL ...TS 5 I I ! I I I 'TOTAL ALL, SEATS 299 11 - _ I Il 11 r�20.1C N TOTAL ACCT ATE OCCI 'ANT LpAD >< 63 LpAD 11_ - ----- 1 . \\k 1 1 . 1 1 1 E I I } 4 ? 1 , _ _ I ------ - - - -t -- j CO E COMP ` NGE 1 APPROVED NOV - , I Pity pf-M(01a YLD N DIV ISSON B e in egin r 5e !st r ve chlte • a 9 .< c 8 Ph¢ne: 911.925 50fl ax *--1 92 0244 - - f StWkinc }gym SEAL: KEY PLAN: Goat• PROJECT FOR: PROJECT NAME: SHEET TITLE: SHEET NO.: RELGiSTERtD A.CHI T EC, KEVIN N TROLITIk.AN STATC OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rro ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUI1E 400 LENE(A, KS. 86214 -1695 la: 913 -307 -5300 FAX 913-307-5400 WEBS WWIRLHENDE3i50Ne4GRE RS.001.1 amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES AT Wed E SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington t giliiiiinigginggiggfigi iWaa aaaaaa mt)mau, 210) Rah ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1/16' EGRESS FLOOR PLAN - LEVEL 4 RE(. 'E ED A112 , JUL 12 2907 1 1 1 I. r;_1y ; ilifirti ii 71 4 i I 1 . ! ! . r IIIIIIII.iiiii 1 7 i t - iiiiiiililul 1C:' - MIL vt. ict - IA l . 1' r\w*it F 1. 0 III. r11 - RI M1 1 iTi11 L MI it . i� R1 7 O • : l j 1 111 • 1 ■t :� Ili Ui 1 1 •1 ill-- Witiii hill :NAIL - ■ai a1 Viii if ni Ei 1 m1! !>< 11l. 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BASE BUILDING STAIR AND HANDRAIL ASSEMBLY, RE: BASE BULDING DRAWINGS. 2. BASE BUILDING CONCRETE RAMP ASSEMBLY. RE: BASE BULDNG DRAWINGS. 3. BASE 13UILDING EXIT DECK E BALCONY WALL/PAL RE: BASE BUILDING DRAWINGS. 4. BASE BUILDING CONCRETE/DECK ASSEMBLY. RE: BASE BUILDING DRAWINGS. 5. BASE BUILDING ELEVATOR AND HOIST WAY ASSEMBLY. RE: BASE BUILDING DRAWNGS. 6. AMC PASSANGER ELEVATOR € FREIGHT ELEVATOR COMMUNICATES BETWEEN ALL AMC FLOOR LEVELS AND PARKING GARAGE LEVELS. ELEVATOR HAS KEYED ACCESS AND HAS DIRECT ACCESS TO PARKING LEVELS I AND 2, AND LOADING DOCK AREA FOR DELIVERY OF AMC PRODUCT. THIS ELEVATOR AND ALL iTS ASSOCIATED EQUIPMENT AND UTILITIES ARE UNDER SEPARATE BASE BUILDING PERMIT. RE: BASE BUILDING DRAWINGS. 7. BASE BUILDING STRUCTURAL DECK RE: BASE BUILDING DRAWINGS. 8. BASE BUILDING ESCALATORS. ESCALATORS PROVIDE ACCESS FROM TI-E LOWER PARKING LEVEL UP TO AMC ENTRY LOBBY LEVEL. ESCALATORS AiND ALL RELATED ESCALATOR EQUIPMENT ARE UNDER SEPARATE BASE BUILDING PERMIT. RE: BASE BULDNG DRAWINGS. 9. BASE BUILDING WALL ASSEMBLY . RE: BASE BULDNG DRAWINGS. 10. CRETE/ DECK STADIUM ASSEMBLY. RE: STRUCTURAL DRAWINGS. II. HOLLOW METAL DOOR AND FRAME AND DRAWINGS . HARDWARE. RE: BASE BULDNG ED . 12. BASE BUILDING EXRU. ALUM. STOREFRONT DOOR ASSEMBLY IN BASE BUILDING CURTAIN WALL SYSTEM. RE: BASE BULDING DRAWINGS. 13. PNEUMATIC TUBE SEND /RECEIVE UNIT MOUNTED ON WALL ABOVE DAY SAFE. RE: II/AIOO9 14. PNEUMATIC TUBE RUIN: • ROUTE IN DEMISED CEILING SPACE • I-IOLD LINE SET AS TIGHT TO STRUCTURE AND UTILITIES AS POSSIBLE • RUN FROM SEND/RECEIVE UNIT FROM CONCESSION AND GUST SERVICES UNITS UP TO AND TI -ROUGH THE MEZZANINE FLOOR DECK, INTO THE DEMISED CEILING SPACE OF THE COUNT ROOM • ROUTE LINE SETS DOWN WALL EXPOSED ON WALL). RE: SHEET A2I2 FOR UNIT LOCATIONS IN COUNTPOOM. • RE: 12/41011 FOR PNEUMATIC TUBE DETAILS AND INFORMATION. • SUB CONTRACTOR TO DESIGN AND SUBMIT U E ROUTING AND METHOD OF INSTALLATION TO T.I. ARCHITECT FOR REVIEW AND APPROVAL. • PROVIDE REQUIRED BLOWER LNITS(S) AND DIVERTED UNITS) AS REQUIRED TO COMPLETE TI-E SYSTEM DESIGN. • RE:17 /AIOII FOR UNIT ACOUSTICS SEPARATION RE: ELECTRICAL PLANS. • WHERE RATED WALL/FLOOR ASSEMBLIES ARE PENETRATED, ALL NATIONAL, STATE AND LOCAL CODES MUST BE MET. RE: SI-EET 1103 FOR FIRE STOPPING DETAILS. 15. NOT USED. 16. COLUMN SURROUND. 17. BASE BUILDING GLASS STOREFRONT DOORS: RE: BASE DRAWINGS BUILD ING DRAWINGS. PE: BASE BUILDING 18. SURFACE MOUNTED STANDARD POSTER CASE UNiT. RE: ELECTRICAL DRWAWINGS. RE: BASE BULDING DRAWINGS FOR BACKING. 19. WALL MOL1I\ITED - SEMI RECESSED - EXTERIOR ABO UNITS. TOTAL OF 4 UNITS. PROVIDE POWER AND DATA AS REQUIRED. RE: ELECTRICAL DRAWINGS. RE: BASE BUILDING DRAWINGS FOR ALL BACKING, RECESSED POWER AND DATA J- BOXES, AND BUILD OUT NICHE REQUIREMENTS WITH IN SI-•ELL WALL 20. SURFACE MOUNTED BUS STOP POSTER CASE UNITS. PROVIDE POWER AS REQUIRED. RE: ELECTRICAL DRAWNGS. RE: BASE BUILDING DRAWINGS FOR ALL BACKING REQUIREMENTS WITH N SWELL WALL ASSEMBLY. 21. CORE (2) 6' DIA HOLES TI- IPOUGH THE MEZZANINE FLOOR DECK FOR PNEUMATIC TUBE LINE SET ROUTING. VERIFY WITH PNHJMATiC TUBE SUB CONTRACTOR FOR EXACT LOCATION PRIOR TO CORING. 22. CORE (4) 6" DIA. HOLES TI -ROUGH 11-E MEZZANINE FLOOR DECK FOR REMOTE CONDENSOR LINE SETS ROUTING. VERIFY EXACT LOCATION WITH AMC FFEE INSTALLER PRIOR TO CORING HOLES. GENERAL NOTES A. EXCEPT WI-EN ENCLOSED USABLE SPACE UNDER STAIRS IS PROHIBITED BY SECTION 712, TI-E WALLS AND SOFFITS OF THE ENCLOSED SPACE SHALL BE PROTECTED ON 11-E ENCLOSED SIDE AS REQUIRED FOR ONE -HOUR FiRE RESISTIVE CONSTRUCTION. B. PROVIDE A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILETS, JANITOR CLOSETS WITH MOP SINKS, ANTEROOMS, AND DRESSING ROOMS, FAN IS TO BE ACTIVATED BY LIGHT SWITCH. C. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WTHN TI-•E BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. D. REFERENCE 51 -IEEE T102 FOR GENERAL ACCESSIBILITY COMPLIANCE NOTES. E. PERIMETER, STADIUM STEP AISLE AND RAMP DIMENSIONS WITHIN T-115 PLAN SET ARE • PROVIDED FOR 11-E SOLE PURPOSE OF COORDINATION AND CONSTRUCTION OF THIS TENANT IMPROVEMENT PLAN SET AND ARE NOT INTENDED FOR USE IN CONSTRUCTION OF TI--E EXTERIOR Sl -EL_, STADIUM E MEZZANINE STEEL AND CONCRETE ASSEMBLES. • A PART OF THE BASE BULDING PLAN SET UNDER SEPARATE PERMIT. • MUST BE VERIFIED PRIOR TO TENANT IMPROVEMENT CONSTRUCTION START-LP • MUST BE VERIFIED e COORDINATED WITH TI-E BASE BULDNG PLAN SET. F. BASE BUILDING INFORMATION NOTED HERE WITHIN IS LJNNDER SEPARATE CITY OF RIVERSIDE PERMIT. G. RE: SWEETS 4251 e A252 FOR ALL FLOOR DECK WATERPROOFING TREATMENT AT ALL WET AREAS INCLUDING CONCESSIONS, RESTROOMS, SUPPORT ROOMS AND JANITOR ROOMS I-L REFERENCE SI-EET TI04 FOR GENERAL NOTES, GENERAL COMPLIANCE, AND LARUCP REQUIREMENTS. REFERENCE SI-EET TI03, DETAILS 141 e n2 FOR FIRE STOP DETAILS AS REQUIRED. J. ALL END OF AISLE SEAT WITS HAVE MOVABLE ARM RESTS THAT PULL UP STRAIGHT (PARALLEL) WITH SEAT BACK FOR ACCESSIBILITY. e in De.: n ro tmen e ' ist - re • rch to •t 5 • an J nto ve. Ja • nto r afforn P1 ne: 951.925 2504 IF 951.92 .0244 SEAL: 9 (' ^0! 1 F . ;1f;'II_f;• 1,r ;ll 4ir uF 1 ROuTM. N 1'\TL 01 VVf;SI1IN( Iofy CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEN EXA, KS. 88214 -1695 TEL 913- 307 --5300 FAX: 913-307-5400 WEB: VAMENDERSONENG1t R.S.CCM PROJECT FOR: Copyright 2008 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: mc amc 16 THEATRES AT &flea SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington gniRgMfilgiiRDIng X51.: 15 a a a a a lr,lnma - t„ 5 -4 -05 5 -1 -06 6-7-06 7 -18 -06 8-- -21 -06 1 -15 -07 KEY PLAN: SHEET TITLE: SHEET NO.: SHEET INFORMATION: A211 ISSUE INFORMATION: DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS PROJECT NO.: 223- 383-05 SCALE: 1/16' - 1'--0' OVERALL FLOOR PLAN - LEVEL 3 RECEIVED JUL 12 ?117 ; DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 5.8 62 (Dc) 7.4 1 j ! 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Matra• at :n.l:w.l as mom MIK l i 11! 11� l! iM l? l ?!!l!i!1 #!■ : m, _ _ _ - �aw�.a .a ar [ a� . =tai l w ii� ri 1IM ..im_a-l..l- .•l -1.1 %! tiro nit iri,[L.a-l!l = l'� ∎unti raniLamm...∎m � .a i a�'miiimliwyorminro MrwiMI NOM !l,i!i .t-allia El r_ff� l.a.Ulla:ai1?.1 1 w!# i 1 1 l'i!�.1 S!i [[I!i?i!it= anw w u1aUalr- . ac - a:wanr� !=.,. �? 1 tir i tait I I �r i w l y 1,- �etrnttrt:..l� 1111111111 ./1 ti 1[M T. J lb i[ 1/ 017 it la Ii its 1 .1 Iwo tr. 1[i Ar lit : Liu :I :1 11111 11 Ili l* ii ' 1 l` Ii in I�" inli r_ 11 1r Itii I' '• 1 f I l t Ali l l I l . I P.. y f i r !i di a 11i it iii 1f , ill IF I R tiiili I .1: ii fill fl it$ A . li# it flit its Tim H lie i! r�. 1[C h i 'a 421 w iii in ill ii0 qv ara - A '[N in a. _ 1U +li 1 ` 1 1\i Mk ik i II Ili via la to 1\ 1`. la , 11 Di 11111111// l t♦ i - .r1L- `�- �:9�k-ctii- •x'>L3s::; ism' 1L" :C -ts if�.s;i.r�:sC'p. 4 Mau_ 11104 414144 iiriti� iti r 11•111114 A 4• 1 { - r �L E } I { � i 1 TYP. r 1)o /2-56 1 > NOTE KEY I. BASE BUILDING STAIR ASSEMBLY RE= BASE BUILDING DRAWINGS. 2. BASE BUILDING CONCRETE RAMP ASSEMBLY. RE= BASE BULDNG DRAWINGS. a PIPE HANDRAIL ASSEMBLY. PAINT. 4. BASE BUILDING CONCRETE/DECK ASSEMBLY. RE= BASE BULDING DRAWINGS. 5. NOT USED. 6. NOT USED. 7. NOT USED. 8. NOT USED. 9. BASE BUILDING WALL ASSEMBLY • RE= BASE BUILDING DRAWINGS. 10. CONCRETE / DECK STADIUM ASSEMBLY RE= STRUCTURAL DRAWINGS. II. HOLLOW METAL DOOR AND FRAME AND ASSOCIATED HARDWARE. RE= BASE BULDNG DRAWINGS. 12. BASE BUILDING CURTAIN WALL SYSTEM ASSEMBLY. RE: BASE BUILDING DRAWINGS. 13. Pi•El.J1v1AT1C TUBE SEND/RECEIVE UNIT MOUNTED ON WALL RE: II /A1009 14. HIGH MURAL OVER WALL ASSEMBLY. 15. NOT USED. 16. NOT USED. 17. LADDER UP TO BASE BUILDING ROOF ACCESS SCUTTLE. RE= BASE BUILDING DRAWINGS. 18. BUILT IN FIXED SEAT WIT. 19. BASE BUILDING FiRE -RATED MECHANICAL SHAFT. 20. MECHANICAL SHAFT (2 HOLR RATED SHAFT ASSEMBLY). RE= MECHANICAL DRAWINGS. FLOOR PENETRATION COORDINATION REQUIRED IN MEZZANINE DECK. RE= BASE BUILDING DRAWINGS. 21. CORE (2) 6' DIA HOLES THROUGH TI-E MEZZANINE FLOOR DECK FOR PNEUMATIC TUBE LINE SET ROUTING. VERIFY WITH PNEUMATIC TUBE SUB CONTRACTOR FOR EXACT LOCATION PRIOR TO CORING. 22. CORE (4) 6' DIA. HOLES THROUGH THE MEZZANINE FLOOR DECK FOR REMOTE CONDENSOR LINE SETS ROUTING. VERIFY EXACT LOCATION WITH AMC FFEE INSTALLER PRIOR TO CORING HOLES. 23. BRACE FRAME ASSEMiBLY. RE= BASE BUILDING DRAWINGS. - REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING DIVISION GRAPHIC KEY • = DESIGNATED COMPANION SEAT WIT. * = DESIGNATED SEMI AMBULATORY SEAT UNIT W/ 24' CLEAR LEG SPACE BETWEEN FRONT OF SEAT TO TI-E NEAREST OBSTRUCTION. • = DESIGNATED SEMI - ACCESSIBLE AISLE SEAT WIT W/ MOVABLE OUTSIDE ARM REST. REFERENCE GENERAL NOTE K. GENERAL NOTES A. EXCEPT WI-EN ENCLOSED USABLE SPACE WDER STAIRS IS PROHIBITED BY SECTION 712, TI-E WALLS AND SOFFITS OF THE ENCLOSED SPACE SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE -HOUR FiRE RESISTIVE CONSTRUCTION. B. PROVIDE A MINIMUM OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILETS, JANITOR CLOSETS WITH MOP SINKS, ANTEROOMS, AND DRESSING ROOMS. FAN IS TO BE ACTIVATED BY LIGHT SWITCH. C. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE D. REFERENCE SHEET 1102 FOR GENERAL ACCESSIBILITY COMPLIANCE NOTES. E. PERIMETER, STADIUM STEP AISLE AND RAMP DIMENSIONS WITHIN THIS PLAN SET ARE: • PROVIDED FOR THE SOLE PURPOSE OF COORDINATION AND CONSTRUCTION OF THIS TENANT IMPROVEMENT PLAN SET AND ARE NOT INTENDED FOR USE IN CONSTRUCTION OF THE EXTERIOR SI -ELI., STADIUM e MEZZANINE STEEL AND CONCRETE ASSEM BUES. • A PART OF TI-E BASE BULDNG PLAN SET U1'1iDER SEPARATE PERMIT. • MUST BE VERIFIED PRIOR TO TENANT IMPROVEMENT CONSTRUCTION START -' • MUST BE VERIFIED E COORDINATED WITH TI-E BASE BULDING PLAN SET. F. BASE BUILDING INFORMATION NOTED HERE WITHIN IS UNDER SEPARATE CITY OF TLJKWILA PERMIT. G. RE = SI -•SETS A251 E A252 FOR ALL FLOOR DECK WATERPROOFING TREATMENT AT ALL WET AREAS INCLUDNG CONCESSIONS, RESTROOMS, SUPPORT ROOMS AND JANITOR ROOMS H. REFERENCE SHEET TI04 FOR GENERAL NOTES, GENERAL COMPLIANCE, AND LARUCP REQUIREMENTS. I. REFERENCE SHEET 1103, DETAILS *1 e #2 FOR FiRE STOP DETAILS AS REQUIRED. J. ALL END OF AISLE SEAT WITS HAVE MOVABLE ARM RESTS THAT PUI L UP STRAIGHT (PARALLEL) WiTH SEAT BACK FOR ACCESSIBILITY. evin De : n -ro �n egist'ared Architect 2575, Jacinto Ave. n Ja ito Carona 925x3 -5316 Ph a:9 Falc 1.925.0244 stk@stkinc.com SEAL: PROJECT FOR: Tg8 to KEY PLAN: SHEET NO.: SHEET TITLE: rn PROJECT NAME: u) HUM aN • _.... :.VIN p } HOLITM1 ,N 5T ,TE OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WYYW.HENDETSONENGINE RS.00M amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES W AT sd 1ekf SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington §Mi HAM@ [BMW ISSUE INFORMATION: SHEET INFORMATION: 9 OVERALL FLOOR PLAN - LEVEL 4 PROJECT NO.: 223- 383-05 SCALE: 1116' - 1'-0' RECEIVED A 212 JUL 1 2 2007 pEti /i;; LA:1 33'-r AUDITbRIUM AE NOMTO: -1 0 ESBLT LO LN 540 ESBLT LO LN 5 1 0 0 EAT PAS 6 7 0 0 EAT PAS 7 1-6 7% TNN LN -1 0 5 EAT PAS 1 1-7 10 EAT PAS 4 '' 63' -4' Il1111111111:"110111111 x - Iamon iumu 1Ir!!uuuII r A 11 I!i 7 i t AUD 8'1 M #5 Iri _ _ l Lz.i "-_ __ ._. -- ________.-L- _ ____ '144 • TS � ; . . .. : . --1 .. • r I t . , . , . , L _. .,. ..- :- . , is _;; „- ;;;• ar- -t= �L- »;16, er r= I . Nap _ _ . - i _. — _ . • .. MEMB . - . 1 . I• i • • 15' -10' i— ' _M=1•1r- I , 111111116•111rm= 111111 11111 SIM - iii ��i ®>�■ll�e��■■ ' 1 i ra 5' -Ir SEAL: evin bean Re istlere 12575 - - Jathnto Ave. Ph ne: • -1.925 2504 Fax CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENDCA, KS 66214 -1895 1EL; 913 -307 -5300 FAX: 913- 307 -5400 €9: WWW.HERDERSONENI NEERS.COM PROJECT FOR: umc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT WeSti 1 SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington F P5aaTaa a a a :i mco2o .1 6 gr p g O 0,§ �11� �_ U U a � ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: 3/32' 1'-0' SHEET TITLE: DIMENSION FLOOR PLAN - LEVEL 3 (WEST HALF) SHEET NO.: roditm6n cheitec t n J nto a 9213-5J8 1.92q.02441 Ema. stk@SU inc. em (EVINIEAN . TROUtrv9 C At' T J F WASHINGTON W i strieki A221 Et fi • iiECEiVED JUL 1.2 2007 HLHIVI;. , DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1- -15 -07 100% TENANT PLANS A DIT 33'-r 11Q4 SLOP UP 1: LOPE P 1222 2 ' -l0" 2`- ' r. 1 AUDITOR! FcI7.J 144 7 AUDITORIUM INN 104 SEAT 33' -t #16 444111 10rZ�.l6► _ ENE f• 111111111111111111 MEEEEl iIIIIIIIiIiiii'ii�g 15 -11" 4' - 9" f 3' -I 3' -6" SEAL: CONSULTANTS: Norton & S chmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fay (816) 421 -1956 E N G II N E E R S INCORPORATED 8325 LENIXA DRIVE SURE 400 LENEXA, KS. 66214 -1695 1E.: 913 -307 -5 FAX 913- 307 -5400 WEB: VAIAMENDERSONENGINEERSCOM PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT 1 SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington giligula () &) 2V13M2raffnii m cnmdw ihje ISSUE INFORMATION: KEY PLAN: SHEET TITLE: KEV n D • N TROUTM " 7 ire iNA. I NN(a c i' rri mc U SHEET INFORMATION: PROJECT NO.: 223- 383-45 SCALE: 3/32' - T-0' DIMENSION FLOOR PLAN - LEVEL 3 (EAST HALF) SHEET NO.: A222 RECEiVED JUL 12 2007 L.. DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS RAMP Ni ._ 6'-6' 5'-0' 2' -I 'I inn I II II o 7' 4'-O' III iiiiiiii 11111111 4' -0' 4 -0' -0' 4' -0' 5' -0. 32' -O ELEV. 39' -0' 11 fl II 111111 ■ 11 IIH II II II 111 II II II latitak I MIR 141441 5I' -3 r is - re • rchte 575 • an • to • ve.,`= Ja • • ' W ' = 92533 -53 8 Ph a: 951.925 2504 Fwc F119W02441 Erna, s14stldnc. SEAL: pcy r�GjTcFEL 4 4P !INOUTROUI(AN STATE OP WASHINGTON 1 CONSULTANTS: Norton (Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rri 144 H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENECA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEE: WAW.HETIDERS0N GIT1EERS.COM PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: a 16 THEATRES W di SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington t= ° 4 4-4-4- a aaa a a a mcoMau3 — ( i ) ( 0 3 n 4 Ifidh KEY PLAN: ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 3/32' -1'-0' SHEET TITLE: DIMENSION FLOOR PLAN - LEVEL 4 (WEST HALF) SHEET NO.: kECFJVED JUL tz2 47 A 2 23 ri = ��i� ; , DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6- 7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS DITORIUM 112 04 SEA 4'-0' AUDI: ORIU AMP LP 113 II 11.111111 11'INI! "!1 lq nig II 11 3' -10 4'-0' 4'-0' 3' -II' 33' -I' ORIUM 116 Eta SEATS 26' ' . }. ... - max; Ii II II �i II II f isterarim■ dialE411•1111111= MUM It u 1 II I1 6T -4' 31' -4' 6T> K:=1) K;),:) C� T Ke KLk KT > KT/ CV 2' -4 co 0 rzko N 41' - 10' 0 —H H REVIEW ,NCE CEDE COMPLIANCE APPROVE - 9 20 ri,► Of 10111a N' FOLIO D J e� — routman re• Architect = nto v e., San J acinto GaGlom a 925 3-5318 Phine: 91.925 2504 IF ax: 951 Email s9c(ctl�ct e ! Rat is 2575 . J SEAL: KEY PLAN: SHEET NO.: 6904 ■ CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 rri ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 65214 -1695 TEL: 913- 307 -5300 FAX: 913 -307 -5400 VEB: VAWLHENDERSONENdNEERS.COM PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AI SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g a l itaM2M hl @@@1112Ealil MORI [ °aaaa r aaaa a a c a W E 2 N nadilno �3 ISSUE INFORMATION: M SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 3/32' - 1' - 0' SHEET TITLE: DIMENSION FLOOR PLAN - LEVEL 4 (EAST HALF) A22 RECEIVED JUL 1,.2 2007 4 -0*/ 3 #�Ir•i am gatil oth. maw I•I� �! t t� t��li.falkr �rr.r +ir.e,wnrrurrs,w � raw �rrp=w ��r.n ■.r+r�rr:s.IU 1 R 4 Esi wr° xr s ; r t.r•^ r 'nom = [ �t�111111 • .mot #t #1 #:%'1 op, ea on aft ma ill; IIIIII11111111!1111111 4wor ■.MIJIIIIIGI1I11II1 i l t i l } � MIRESTIFITSTAINE limiummetk limmTursteViatm. IMInownstpirmainammisiimisiammtiommelorpro miliamannisinteurrumi _ ? ? .i �m;, I . 1; ' ` J""' II#-` ! i �o - II I = i Iint�fi saiin�ril +r,=r,wlt,iNiii ,illittf� 1 law I grain . ' r I i !M!$!!$Ur I ' I wtulr� � � 1111 �= r��ar�tr��:.r��iwt�>� E I�t#- #. i # - � n #. #-t 1 - al -. PI 1 { NOTE KEY I. BASE BUILDING WALL ASSEMBLY. RE= BASE BUIWNG DRAWINGS. 2. TRENCH DRAIN W /GRATE COVER, SLOPED I' /16' -0' MIN. RE= PLUMBING DRAWINGS RE: 12/A1004 3. BASE BUILDING DOOR FRAME AND HARDWARE. TYPICAL RE= BASE BUILDING DRAWINGS. 4. CONC. FILLED MTL PAN STAIR ASSEMBLY RE: BASE BUILDING DRAWINGS 5. NOT USED. 6. BASE BULDNG EXIT DECK AND BALCONY WALL. RAIL ASSEMBLY. RE= BASE BUILDING DRAWNGS. 7. BASE BUILDING STRUCTURAL STEEL COLUMN RE= BASE BUILDING DRAWINGS. 8. BASE BUILDING CONCRETE RAMP OR SLOPED SURFACE ASSEMBLY. RE= BASE BUILDING DWGS. 9. TRENCH DRAIN o ICE MACHINE RE: 8/AI004 10. BASE BULDNG RADIUSED CONCRETE PLATFORM AND AISLE STEP ASSEMBLY. RE= BASE BUILDNG DRAWINGS. RE: 10/4.1007 II. STRAIGHT STEEL/CONCRETE RISER PLATFORM AND AISLE STEP ASSEMBLY. RE= 10 /A1007 12. BASE BUILDING 3 ", 3,000 P.S.I. CONCRC 1 C TOPPING SLAB. FROM SCREEN WALL TO TOP, FRONT, STADIUM CONCRETE RISER. RE= BASE BUILDING DRAWINGS 13. FLOOR MOUNTED SEAT UNIT (FIRST ROW OILY). RE= 4/A1007 14. RISER MOUNTED SEAT UNIT AT STADIUM MID SECTION. RE= 8/41007 15. WALL MOUNTED PIPE HAND RAIL RE: DETAIL 5/41001 16. PARTIAL 1-EIGHT PIPE RAIL BEHIND HANDICAP SEAT WIT. RE: DETAIL IVAIOOI 17. PIPE HANDRAIL RE: BASE BUILDING DRAWNGS 18. FOOT RAIL RE: DETAIL 9/41001 19. SCREEN. AMC FLPNISI -ED AND INSTALLED. COORDINATE SCREEN FRAME AND RIGGNG AND INSTALLATION WITH AMC VENDOR. 20. RECESSED FIRE EXTINGUISI -ER CABINET. RE: 6/41003 21. FRP PANEL BEHIND JANITOR MOP SINK. (4' -0 HIGH ABOVE TI--E BASE X WALL LENGTH) 22. COLUMN SLPROUND. PE = 16/41005 23. ACCESSIBLE DRINKING FOUNTAIN. RE= 2/A1005 24. AUDITORIUM TRASH / BROOM ALCOVE. RE= 13/41003 25. AUDITORIUM TRASH ALCOVE. RE= 9/41003 26. SURFACE MOUNTED STANDARD POSTER CASE SUPPLIED BY AMC. RE= 5 /A/010. PROVIDE BACKING AS REQUIRED. PE= ELECTRICAL AND INTERIOR ELEVATIONS. 27. SURFACE MOUNTED BUS STOP POSTER CASE SUPPLIED BY AMC. RE: 6/41010. PROVIDE BACKING AS REQUIRED. RE: ELECTRICAL AND INTERIOR ELEVATIONS. 28. BASE BUILDING RAMP GUARDRAIL / HANDRAIL ASSEMBLY. RE: BASE BUILDING DRAWINGS. 29. CASEWORK AND EQUIPMENT. RE: AMC CONCESSION VENDOR SHOP DRAWINGS B SERIES PLANS. AMC FURNISHED AND NSTALLED. COORDINATE CASEWORK AND EQUIPMENT INSTALLATION WITH AMC VENDOR. VERIFY ALL UTILITY REQUIREMENTS WTMH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 30. BASE BUILDING CURTAIN WALL ASSEMBLY. RE= BASE BUILDING DRAWINGS. 31. BASE BUILDING ELEVATOR ASSEMBLY. RE: BASE BUILDING DRAWINGS. LNDER SEPARATE PERMIT. RE= SHEET 4511 FOR ELEVATOR CAB FINISI-ES 32. BASE BUILDING ESCALATOR ASSEMBLY. RE: BASE BUILDING DRAWNGS. UNDER SEPARATE PERMIT. 33. CLOSET WITH SNELVNG. AMC FURNISHED AND INSTALLED RE: 13/41004 34. ELEVATOR ASSEMBLY BY AMC). UNDER SEPARATE PERMIT. RE: I /4821. RE: SI-ET 4511 FOR ELEVATOR CAB FINISI-ES. 35. MURAL PANEL RE: 8/41010 36. BASE BUILDING STAIR / HANDRAIL ASSEMBLY. RE _ BASE BUILDING DRAWINGS. 37. 2-1-10UR RATED SHAFT ASSEMBLY FOR ELECTRICAL SERVICE DISTRIBUTION. FIRE STOP ALL THROUGH FLOOR AND DECK PENETRATIONS. RE: DETAILS I e 2, SHEET T103 38. (2) 6" DIA HOLES CORED IN MEZZANINE FLOOR DECK ASSEMBLY FOR REMOTE CONDENSER LINE SET RUN(S) TO ROOF. RE: ELECTRICAL DRAWINGS. 39. WALL MOUNTED ABO UNIT. AMC SUPPLIED /INSTALLED RE= 16/A1009. 40. WALL MOUNTED PUBLIC PHONE IN ALCOVE. RE: VAIOO5, SIM. (OFOD 41. WALL MOUNTED ATM LINT. (OFOD 42. WALL MOUNTED PNEUMATIC SEA RECEIVE WIT OVER DAY SAFE. RE: II /41009. 43. METAL COLUMN SLXRROUND SYSTEM. RE: 13/A101i 44. NOT USED. 45. 3-BAY DRINKING FOUNTAIN ALCOVE. RE= VAI010. 46. VENDING ALCOVE WITH BI- PARTING DOORS. RE= 8/41003 47. BASE BUILDING FIRE RATED MECHANICAL SHAFT. NO AMC T.1. UTILITIES ALLOWED INSIDE THIS SHAFT. RE: BASE BUILDING DRAWINGS. 48. ARCADE WALL W/ STEEL FRAME, DECK EMBED ATTAC IT AND 3-FORM MATERIAL PADS. ARCADE GAME CONSOLES (OF.O.I.). 49. VERTICAL ROOF DRAIN PIPING. RE= BASE BUILDING DRAWNGS. ACOUSTIC WRAP OF PIPING F EXPOSED WITH IN AN AUDITORIUM MAY BE REAUIRED. RE GENERAL NOTES, #I e 50. BRACE FRAME ASSEMM LY. RE: BASE BUILDNG DRAWINGS. 51. ELECTRIFIED DOOR STRIKE WITH CARD SWIPE/READER' WIT. AMC RJRNISI -ED AND INSTALLED. COORDINATE ELECTRIC STRIK INSTALLATION IN DOOR FRAME AND READER LINT IN WALL ASSEMBLY WITH AMC VENDOR AS REQUIRED. GENERAL NOTES A. REFERENCE SI-ET 1103 FOR ALL ABBREVIATIONS, SYMBOLS, GENERAL FIRE AND POLICE NOTES. B. REFERENCE SHEET 1102 FOR ALL GENERAL CODE AND ACCESSIBILITY REQUIREMENTS. C. REFERENCE FINISH AND MATERIALS SCI-EDULE FOR ALL FINISH . DESIGNATIONS. D. B'0E SIGNAGE AND WAYFINDING DRAWINGS FOR ALL SIGNAGE RELATED NOTES, DIMENSIONS AND DETAILING. E. RICE SI -EETS 4811, A8I2, 4813 e A8I4 RAIL PLANS FOR ALL STADIUM, STAIR AND RAMP HANDRAIL INFORMATION AND DIMENSIONS F. REFERENCE S1- -EFTS 4251 e 4252 FOR WATERPROOFING PLANS, NOTES AND INFORMATION G. REFERENCE SPEETS A261, A262, A263 E A264 FOR WALL TYPE DESIGNATION PLANS. I-1. REFERENCE SI-ETS A911 4912 FOR AUDITORIUM SIGHT LINE SEATING SECTIONS. I. ALL. EXPOSED BASE BUILDING VERTICAL DRAIN PIPING LEADERS WITI -I IN TI-E AUDITORIUM FRONT SCREEN AREA SHALL BE ACOUSTICALLY WRAPPED PER GENERAL REQUIREMENTS, NOTE #125, SI-EET TIo3. J. ALL ROOF DRAN LEADE EXPOSED WITH IN THE AUDITORIUM FRONT AREA, SHALL BE I-ELD TIGHT TO Tl-E BASE BUILDING WALL (SCREEN WALL) AND BE PLACED IN TANDEM, PARALLEL, WITH TI-E WALL, NOT PERPENDICULAR TO THE WALL e in en ro tman Re is ref Arch'tec 5 - J to ref' San Ja C alfoi is 92583531;8 Phy na: • 1.92512504 Fax 551.92 .0244 Emai4 s&@3fldnc om SEAL: CONSULTANTS: Norton • Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Fri Lti H E N D E R S O N ENGINEERS INCORPORATED 5325 uxA DRIVE sUITE 400 LENCCA. KS. 66214-1695 TEL: 913- 307 -5300 FAX: 913 307 - 5400 WEB: WWW.HENDERSONEN1 NEERS.00M1 PROJECT FOR: I Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 J .46 ISSUE INFORMATION: DATE: INFORMATION: 4- 21--05 5 -4 -05 5 -1 -06 6 -7 -06 7 -18 -06 8 -21 -06 1-15-07 KEY PLAN: o� hIghh SHEET INFORMATION: SHEET TITLE: SHEET NO.: a roc EVIN D TROU T,MAN '� STATE OF WASHINGTON 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS PROJECT NAME: amo 16 THEATRES Wad& SHOPP/NGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington 111111111111111111 a aaaa a, iu 44 moo FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN PROJECT NO.: 223 - 383 -05 SCALE: 3/32' REFERENCE FLOOR PLAN - LEVEL 3 (WEST HALF) RECENED /\231 JUL 12 2007 SLOPE UP I = 22 an�*mi - i I I - UM (ACTUA ) 16 � rimi#i ,� lm E liiliF %ice [�i�l��i ! �: � : A. #I21 ENT. v.. --i-955+ - ,,,,,,, jJ IMMALililli Magi ant 1 Mai 1111141111111IIII111II RRRSRI►, 16 EL +3 -0 16 -' EL �+ • -6 fir =rwnapp�Ili ■• IMMIFINNIU j iuiviiiPuI i -- -____- ._ !•�r9l�rq- IrwwrMIL 111 11111"1 " .-- - (ASSUMD) EL: 6 (ACTUAL) L = X1`52.5' � r ` • � � •. ice.. u NOTE KEY BASE BUILDING WALL ASSEMBLY. RE: BASE BUILDING DRAWINGS. 2. TRENCH DRAIN W /GRATE COVER, SLOPED 1716 -O MN. RE= PWMBING DRAWINGS RE= 12/41004 3. BASE BUILDING DOOR, FRAME AND HARDWARE TYPICAL RE= BASE BUILDING DRAWINGS. 4. CONC. FILLED MTL PAN STAIR ASSEMBLY RE BASE BUILDING DRAWINGS 5. NOT USED. 6. BASE BUILDING EXIT DECK AND BALCONY WALL RAIL ASSEM3LY. RE= BASE BUILDING DRAWINGS. 7. BASE BUILDING STRUCTURAL STEEL COLUMN RE: BASE BUILDING DRAWINGS. 8. BASE BULDING CONCRETE RAMP OR SLOPED SURFACE ASSAY. RE: BASE BUILDING DWGS. 9. TRENCH DRAIN 0 ICE MAO -11NE RE= 8/A1004 10. BASE BUILDING RADIUSED CONCRETE PLATFORM AND AISLE STEP AMY. RE: BASE BUILDING DRAWINGS. RE= 10 /A1007 IL STRAIGHT ST EUCONCRETE RISER PLATFORM AND AISLE STEP ASSEMBLY. RE= 10/41007 12 BASE BUILDING 3', 3,000 P.S.I. CONCRETE TOPPING SLAB. FROM SCREEN WALL TO TOP, FRONT, STADIUM CONCRETE RISER. RE: BASE BULDING DRAWINGS 13. FLOOR MOUNTED SEAT UNIT (FIRST ROW ONLY). RE= 4/41007 14. RISEJ2 MOUNTED SEAT UNIT AT STADIUM MID SECTION. RE = 8/A1007 15. WALL MOUNTED PIPE HAND RAIL RE= DETAIL 5/41001 16. PARTIAL I -EIGHT PIPE RAIL BB -IIND HANDICAP SEAT UNIT. RE: DETAIL 11/41001 17. PIPE HANDRAIL RE: BASE BULDING DRAWINGS 18. FOOT RAIL RE= DETAIL 9/41001 19. SCREBN AMC FURNISl -ID AND INSTALLED. COORDINATE SCREEN FRAME AND RIGGING AND INSTALLATION WITH AMC VENDOR. 20. RECESSED FIRE EXTINGUISI -ER CABINET. RE: 6/AI003 a FRP PANEL BEHIND JANITOR MOP SINK. (4' -Q' HIGH ABOVE TI--E BASE X WALL LENGTH 22. GFRP COLUMN SURROUND. RE: 16/A1005 23. ACCESSIBLE DRINKING FOUNTAIN. RE: 2/41005 24. AUDITORIUM TRASH / BROOM ALCOVE RE 13/41003 25. AUDITORIUM TRASH ALCOVE RE= 9/41003 26. SURFACE MOUNTED STANDARD POSTER CASE SUPPLIED BY AMC. lam= 5/41010. PROVIDE BACKING AS REQUIRED. RE= ELECTRICAL AND INTERIOR ELEVATIONS 27. SURFACE MOUNTED BUS STOP POSTER CASE SUPPUED BY AMC. RE: 6/41010. PROVIDE BACKING AS REQUIRED. RE= ELECTRICAL AND INTERIOR ELEVATIONS. 28. BASE BUILDING RAMP GUARDRAIL / I RAIL ASSEMBLY. RE: BASE BUILDING DRAWINGS. 29. CASEWORK AND EQUIPMENT. RE= AMC CONCESSION VENDOR SHOP DRAWINGS B SERIES PLANS AMC RR NISI-ED AND INSTALLED. COORDINATE CASEWORK AND EQUIPMENT INSTALLATION WITH AMC VENDOR. VERIFY ALL UTILITY REQUIREMENTS WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 30. BASE BUILDING CURTAIN WALL ASSEMBLY. RE= BASE BUILDING DRAWINGS. 31. BASE BUILDING ELEVATOR ASSEMBLY. RE= BASE BUILDING DRAWINGS UNDER SEPARATE PERMIT. RE= SI EET 4511 FOR ELEVATOR CAB FINISHES 32. BASE BUILDING ESCALATOR ASSEMBLY. RE= BASE BUILDING DRAWINGS. UNDER SEPARATE PERMIT. 33. CLOSET WITH SI- ELVING. AMC FURNISI-ED AND INSTALLED RE = 13/41004 34. ELEVATOR ASSEMBLY BY AMC). UNDER SEPARATE PERMIT. RE: I /4821. RE: SI-EET 4511 FOR ELEVATOR CAB FNISI -ES. 35. MURAL PANEL RE= 8/41010 36. BASE BUILDING STAIR / HANDRAIL ASSEMBLY. RE BASE BULDING DRAWINGS. 37. 24 -IOLP RATED SHAFT ASSEMBLY FOR ELECTRICAL SERVICE DISTRIBUTION. FIRE STOP ALL. TI -ROUGH FLOOR AND DECK PENETRATIONS. RE= DETAILS I >a 2, SI-EET T103 38. (2) 6' DIA HOLES CORED IN MEZZANINE FLOOR DECK ASSEMBLY FOR REMOTE CONDENSER LINE SET RUN(S) TO ROOF. RE: ELECTRICAL DRAWINGS. 39. WALL MOUNTED ABO UNIT. AMC SUPPLIED/INSTALLED RE= 16/41009. 40. WALL MOLINTED PUDIC PHONE IN ALCOVE. RE: I/A1005, SIM. (OFOD 41. WALL MOUNTED ATM WIT. (OFOD 42. WALL MOUNTED PNEUMATIC SEND RECEIVE WIT OVER DAY SAFE RE: II /41009. 43. METAL COLUMN SURROL D SYSTEM. RE: I3 /AIOII 44. NOT USED. 45. 3 -BAY DRINKING FOUNTAIN ALCOVE RE= I /41010. 46. VENDING ALCOVE WCM BI- PARTING DOORS. RE: 8/A1003 47. BASE BUILDING FIRE RATED MECHANICAL SHAFT. NO AMC T.I. UTILITIES ALLOWED INSIDE THIS SHAFT. RE: BASE BUILDING DRAWINGS. 48. ARCADE WALL W/ STEEL FRAME, DECK EMBED ATTACI- EJVETLT AND 3-FORM MATERIAL PANES. ARCADE GAME CONSOLES (O.F.O.D. 49. VERTICAL ROOF DRAIN PIPING. RE: BASE BULDING DRAWINGS. ACOUSTIC WRAP OF PIPING IF EXPOSED WITH N AN AUDITORLM MAY BE REAUIRED. RE= GENERAL NOTES, #I e #J. 50. BRACE FRAME ASSEBMLY. RE: BASE BUILDING DRAWINGS. 51. ELECTRIFIED DOOR STRIKE WITH CARD SWIPE /READER UNIT. AMC FURNISHED AND INSTALLED. COORDINATE ELECTRIC STRIKE INSTALLATION IN DOOR FRAME AND READER WIT N WALL ASSEMBLY WITH AMC VENDOR AS REQUIRED. GENERAL NOTES A. REFERENCE SHEET T103 FOR ALL ABBREVIATIONS, SYMBOLS, GENERAL FIRE AND POLICE NOTES. B. REFERENCE SI-E T 1102 FOR ALL GENERAL CODE AND ACCESSIBILITY REQUIREMENTS. C. REFERENCE FINISH AND MATERIALS SCHEDULE FOR ALL FINISH DESIGNATIONS. D. REFERENCE SIGNAGE AND WAYFINDING DRAWINGS FOR ALL SIGNAGE RELATED NOTES, DIMENSIONS AND DETAILING. E. REFERENCE SI-STS A8Il, A8I2, 4813 A8I4 RAIL PLANS FOR ALL STADIUM, STAIR AND RAND HANDRAIL INFORMATION AND DIMENSIONS F. REFERENCE SHEETS A25I is A252 FOR WATERPROOFING PLANS, NOTES AND INFORMATION. G. REFERENCE SI-EETS A261, A262, A263 >a A264 FOR WALL TYPE DESIGNATION PLANS. H. REFERENCE SI -BETS 4911 4912 FOR AUDITORIUM SIGHT LINE SEATING SECTIONS. I. ALL EXPOSED BASE BUILDING VERTICAL DRAIN PIPING LEADERS WITH IN TN-E AUDITORIUM FRONT SCREEN AREA SHALL BE ACOUSTICALLY WRAPPED PER GENIAL REQUIREMENTS, NOTE #25, Sl-EET TI03. J. ALL ROOF DRAIN LEADERS, EXPOSED WITH IN TI-•E AUDITORILIA FRONT AREA, SHALL BE I-ELD TIGHT TO TI-E BASE BUILDING WALL (SCREEN WALL) AND BE PLACED IN TANDEM, PARAI I R , WITH THE WALL, NOT PERPENDICULAR TO THE WALL Ph ■■■■ VENN 51 KA. e � • - routmM ist- re • • rchte an J to Ja nlo. ■ _ e: ' 1.925 504 Fax: S51.9240244 EnmB elk@ SEAL: OUIVAN STATc OF WASHINr,TON h -� - CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUM 400 LEMMA. KS. 66214 -1695 la: 913 -307 -5300 FAX: 913-307-5400 HIE : MIMINLHENDERS0NENONEERS.COM PROJECT FOR: PROJECT NAME: 4-21-05 5 -4 -05 5-1-06 6 -7 -06 7 -18 -06 8 -21 -06 1 -15 -07 KEY PLAN: mc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES A SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §IBUINEM E02 11 Wl i�!WW OlgIng p94:ze a aaaaaa mu3ma„, J 8 1 EU HIM F ISSUE INFORMATION: DATE: INFORMATION: 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: SHEET TITLE: SHEET NO.: N g, FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN PROJECT NO.: 223 - 383 -05 SCALE: 3/32' -1 REFERENCE FLOOR PLAN - LEVEL 3 (WEST HALF) A232 JUL 12 2007 L.., / INFORMATION: 8-1 :/ -- .. Mf ,. ISM !an fM �j � ail _'11 it - wut . r_ �� 1! 11i1;� h � �M �j I : ■ _ ! _ - - _ !� H ::_i ii ., ,...• • ■ , 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1- -15 -07 100% TENANT PLANS I I NERAL NOTES NOTE KE1� - T f !t: /1 ! 0 I 34 / I I I 1 1 I f _ J 01 j A0 ��# S1 0 ) Oh �Il r- ( 1�Ii _ -� �� Ii ' �� al I 11U .. -- di M �� M ■j * -- , _I� - I■tllI - di M7(! (-IAN / I / f i 1 r - > : i {{ i I i 1. BASE B- 1LDING WALL ASSENI�Y. RE= BASE BUILDING DRAWINGS. 2 SURFACE MOUNTED FIRE EXTINGUISHB2. BRACKET A. SI-ET 1104 FOR ALL ABBREVIATIONS, SYMBOLS, GENERAL FIRE AND POLICE NOTES. ' B. REFACE SI-EET T102 FOR ALL GENERAL CODE AND ACCESSILITY REQUIREETS. C. RICE FINISH AND MATERIALS SCI -EDULE FOR ALL FNISH DESIGNATIONS. � � mop / R. � I; !, /j1 *j} !), ' jf _ ■_ . ■ z ; ■ �j I 3. PROJECTION EQUIPMENT. AMC FUPNISI -ED AND INSTALLED. VERIFY ALL UTILITY REQUIREMENTS WITH M.P.E. DRAWINGS AND WITH AMC VENDORS. 4 BASE BUILDING STAIR ASSEMBLY. RE= BASE BUILDING DRAWINGS. 5. BASE BUILDING CURTAIN WALL ASSEMBLY. RE BASE {1LDING DRAWINGS. 6. PRE -FAB METAL PORT ASSEMBLY. RE: 1/AI001 7. ELECTRIFIED DOOR STRIKE WITH CARD READER UNIT. AMC FLIPNISI -ED AND INSTALLED. COORDINATE INSTALLATION IN DOOR FRAME AND WALL WITH AMC VENDOR. isi iii Mimi ;; I I IMIZI Olt i r I r :$ i ., ;" J get . i - 4 ' ' ► 1 \` € - r# - .- - . i I D. AND SIGNAGE A WAYFINDWG DRAWINGS FOR ALL SIGNAGE RELATED NOTES, DIMENSIONS AND DETAILING. E SHEETS A811, A812, 4813 >~ A614 RAIL PLANS FOR ALL STADIUM, STAIR AND RAND HANDRAIL INFORMATION AND DIMENSIONS F REFERENCE SI -EFTS 4251 4252 FOR WATERPROOFING PLANS, NOTES AND �-+ r" - ■ 111 ! f 1 , . 1 4 I W t m I a O f i Ii v � • )1 p w Q- � � ! - �� L 1 I 45 i i � REFERENCE 1 �. i ! .� I .C% T� LINE 0 _ - -- ! 0 I I i 0 �� � T li D • --�""� � � � U ! i t ; t z --� i t _ _ t ! 1 I `� f I 0- ► ! < � � f I + ,' 1 /� / / I `` , „� .. \\ `\ CO I a 0 I \ M "' 8 � ' - � € '�' � . ` - \ of IV .■ ' �' } ' !� ; 1-1 j 1 Z I O { 111■ I L. I � i�1 i I ► , , �_ f I I � \ U i i ! I k G. SHEETS 4261 A262, A263 A264 FOR WALL TYPE DESIGNATION PLANS. H. REFERENCE SHEETS A911 la 4912 FOR AUDITORIUM SIGHT LINE SEATIi G SECTIONS. I , RICE SHEET 41007 FOR AUDITORIUM STANDARD DETAILS. J. TEL/COM POONA #434. INSTALL PLYWOOD BNGS WSTALLATION w/ EECTRICAL DWG. REQUIR TS. K. 1 ii . ai n i - „ _ _ ■j ■j _ •j .� _ I P J IIiI i I Ei h ik t - :W •� -_ RI : j '� _ i �I � W■`� j e" j Oij j ii /i III _ i j jI �t Vii -- ! j - ■I lit ■j � l _ 8. BASE BUILDING STRUCTURAL ST1B' L COLUMN RE _ BASE BUILDING DRAWINGS. COLUMN SURROUND. RE 10. BASE BUILDING RADIUSED CONCRETE PLATFORM AND AISLE STS ASSEMB Y. RE= BASE BUILDING DRAWL II STRAIGHT STEEL/CONCRETE RISER PLATFORM 6 li I � '"r.4111", � i f 1 r- - � N .: : < � ! €j 1 K -- I _ >r •J O m n I! `�""JJ I \ I 1 I o I > i ' - U C9 7 I4 �r t III I 1,\ I € hH 9 t I tl 1 -.-a inililt I i11 ••*. M �. -f I ;!� i K , _ / / 16 p 1j _- �i . ..,. I j �� - ~ � �� � � I ; Via I FII w�1 M it ■j j !1t , am ` , ; ∎ o E V 4jI1I ■ _� �# 8 1 • iIi Iii _ rj f 11/1 pi ■j ,�j : �- ''- �� ` ! 12 BASE BUILDING 3', 3,000 PSICONCR o I i I I I I I j •I 1 TiO3. L ALL ROOF DRAIN LEADERS EXPOSED WITH IN THE BE PLACED W TANDEM, PARALLEL, WITH TI-E WALL, NOT P DICL LAR TO TI -� WALL '0 ek �Ce . C o CO 009 �� _ g TV \� � CO 0 1°1\1 t . D i. 0-7,2„6 ■ • ;; � !� 1 I 13. -� ® I - ! 8 d; O 14. SECTION. RE= 10, 7, 8/41007 WALL MOULTED STL PPE NAND RAIL RE= BASE ; ■, � n - v - I ! I I.`x � ■ _ i i + I I '� ,� :y. = -_ �'� - �� I BUILDING PLANS ° A - : ' ' 1 �,+ r1�� - r -- 1 _ .�. - - "_•_ ._.. ....•Y,..�_.• _ _ ! ± • t I .�.. ..r„� I !I I � r - g 1 .. i1 I H I i r I - •� / � . PARTIAL HEIGHT TEFL AIBEN 16 S PIPE IND I1. 17. GUARD WALL ASSEMBLY. RE= 10/4723 18 19. SCREEN. AMC FURNISINED AND INSTALLED. COORDINATE SCREEN FRAME AND RIGGING AND INSTALLATION WITH AMC VENDOR AND VENDOR SHOPS G- SERIES SHEETS. 20. ALL WALLS OF THE ELECTRICAL ROOMS ARE TO BE OF I -NOLJR WALL C N CONSTRUCTION. 21. REAR AUDITORIUM RISER MOUNTED SEAT UNIT. RE= 2 3, 10 /41007 22 HIGH MURAL WALL. VERIFY HIGH FRAMING OF THIS ASSEMBLY WITH BASE BUILDING AL SSEM N BU NG STRLICTUR DRAWINGS. RE24/4724 23 BASE BUILDING CONCRETE RAMP OR SLOPED SURFACE ASSEMBLY. RE= BASE BUILDING DWGS. 24. PNEUMATIC TLS RECEIVE UNIT OVER COL NTER TOP. RE' 7/A1009 EMPL 25. OYES LocKERS (AMC OF.O.D ON 6 HIGH LEG S. 26. 8' SYNC. TUBE RE= I/TI03 CONDENSER LINE SET RUNS) TO ROOF. RE= ELECTRICAL DRAWINGS. COORDINATE WITH AMC FFE COORDWATOR / VEi NOR FOR EXACT LOCATIO 28. BASE BUILDING 2 1--02. FIRE RATED MECHANICAL NO AMC UTILITIES ALLOWED INSIDE THIS SHAFT. RE= BASE BUILDING DRAWINGS. 29. ROOF ACCESS LADDER. RE= 20/012 30. BASE BUILDING ROOF ACCESS LADDER ASSEMBLY. RE= BASE BUILDING DRAWINGS. 31. ELEVATOR ASSEMBLY BY AMC). UNDER SEPARATE PERMIT. RE= VA82L RE= SI-EET 4511 FOR ELEVATOR CAB FINISI -ES. 32 BASE BUILDING DOOR FRAME AND HARDWARE TYPICAL RE= BASE BUILDWG DRAWNGS. ACCESS DOOR CABLING AND WARINESS 33. EQUIP AC D ASSEMBLY. RE= 8/1011. 34. FRP PANEL BEF IIND JANITOR MOP SINK. (4' -0' HIGH ABOVE TI-E BASE X WALL LENGTH) 35. VERTICAL ROOF DRAIN PPNG. RE= BASE BUILDNG DRAWINGS. ACOUSTIC WRAP OF PIPING IF EXPOSED 4h(111-1 IN AN AUDITORIUM MAY BE REAMED. RE GENERAL NOTES, #K E #L. 36. RE= BASE BULDING DRAWINGS. 37. MECHANICAL SI -L4FT (2 1-101.12 RATED SHAFT ASSEMBLY). RE= MECHANICAL DRAWNGS. FLOOR PENETRATION COORDINATION REQUIRED N MEZZANINE DECK. RE= BASE BUILDING DRAWINGS. . I jii rl.F tl• • h -��� i! - .. . t 0 _ .. , _ I I - _ f � � Il �� Id ! in, 11i l / __ i i - t • i � � T - 14 ' � r, r TYP, / I i l I p I t►t f � ,,;-, I,� I i _E I. 14. 1� I _ ■ - j. � ■ - - rt er, _ . j , II M 1111 I it __. ML 1 r ut ; wis i it I I Ii ! ! ii Ian I + l I J I - . ■ 1 -- 1 #/ * IM _ li - ,. _ S �..,� : : _ - ,•• If !� S. '" p = l /� 0 i f _ f k I 1 � ) I 1'► i N Mme ^ \ I = ' Ir% «S 1 11> _ is - = TY" i i _ _ : II • ‘ - I* III -- 11 in ■i I i IN �I it It - i i !ll ,� !l ifl Et is 1 Z 1 pi ■l , , _I 36 i j;, � 1 11 w0 ' 01 id m P i 10 f 'ii. ■ *l1 ! 1 ' r 1 � - - i2O 1 f al i is ■ liars 1 I l } :it � r _ ,, I Si (� tip . 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I :■ ■ � .1-Y. j' 4 I � - = - I i - �� awt�uiw= t ® -NV *� I may 1' r:~�.... =..__. ,,,w 1 ! :E r t� �''�# f� i , / -- - w AIJDITOPot�A 414 .. t ,' M #7 :tic! 0 MP i .....: -: - . 104 SEATS A +� _. _ -:.� 1 : `R �" - � . • _- - AUDIT. 170 ~ . i - .1.5 � :. :.� -,�- N 144 ` . . _.' e (0 „ mom !! i K:Lr1f � ASSEMBLY. MEM I "'`' co" (0 _ _ - - .><� � � f:a- ,..�, ^.s- r;=;rsrf' ., r. -= :�:- •r=n-� r _ � . ... . { i• ! i I � 36 i 0 I I I ! 1 1 I I I I I 1 0 I - ! i I I I I I I I- � ► -1 I _ I - I I , _ I i 000 el 1 0 etb N co. 01 m 0 0 0 0 00 kV -) 0 01 . -) ❑ 0 1 i 0 0 0 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 - 4 - 05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1- -15 -07 100% TENANT PLANS SEAL: U iA 40!tK Vi ,N.iA , ?� S rAT nF WA iN rr J CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue NPh: orth Kansas (816) 421 -4 City, 232 MD 64116 Fax: (816) 421 -1956 ugi ENGINEERS INCORPORATE D 8325 LENDCA DRWE SUM 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913-307-5400 NEB: WWIMHENQERSONENGMEERS.CO41 PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES WeSifieki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g ifinfigggiRggiffign��`�� W wM W W W i=aaaa aaaaaaakmmmat, 1 kw 01(0 H tiarl�tiU ova m ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 3/32' - T-0' SHEET TITLE: REFERENCE FLOOR PLAN - LEVEL 4 (WEST HALF) SHEET NO.: RECEWED 4233 JUL 1.2 2407 DATE: INFORMATION: 4--21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21.06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS AUDI ORIU • 12 ` Al4DITOREIM 1:12 1 - -A 104 SEATS ` -- - harp ROJECTION BOOTH #ii#1,pif"im wirommommilmiinatimammi wsrrl�ri �iiil�J1>�!rzrart_�ir: :wru.�lw�I��: :ice= : 1'�'r "•`�'��� j': r _ min m#% mii m#i mint lltfa i# it n, � +rinwu.a� �r�a�.nu ■�i#iliili #iiEi��1i #i�i� #�# ; #� � _...lt . rr.. t1.. ,�r�r�uwwcunw-wiuirr*,1at�..�.. i•Lal 41i i #i!i #i#'rii�I#' • i #i#i�li #r itf a 1 121�1`1a1 gIr1 1�11�i�? 1 # • III • mil��s' #t I#r#i ` Ei 'ilti i#t #' 'ice � €!i #ililifi i�#ii� #`! #i#i�#�i� nr ,ro��r�: ruwr4i�w s�r�ii� ,rrra s_alieF= mfli�li #i�`!il11f#i � i #1 oni esitivamitaismainiti 1 7 • i#i #i /i iii! #11#1 Imo mo um- wasismini ishavissinia. mi ss u jninim, i m 111111111141 8 1 F AU' tr D IFCTI()N BOOTH AUDITOR 416 104 SEATS E 7': - 7: GENERAL NOTES A. REFERENCE SI -EET T104 FOR ALL ABBREVIATIONS, SYMBOLS, GENERAL FIRE AND POLICE NOTES. . REFERENCE SI-ET 7102 FOR ALL GENERAL CODE AND ACCESSIBILITY REQUIRENd\ ETS. C. REFERENCE FINISH AND MATERIALS SCI -EDLLE FOR ALL FINISH DESIGNATIONS. D. REFERENCE SIGNAGE AND WAYFNDING DRAWINGS FOR ALL SIGNAGE RELATED NOTES, DIMENSIONS AND DETAILING. E. RICE SI -EETS A811, A812, A813 E 4814 RAIL PLANS FOR ALL STADIUM STAIR AND RAMP HANDRAIL INFORMATION AND DIMENSIONS F. REFERENCE SI -EETS A25I A252 FOR WATERPROOFING PLANS, NOTES AND INFORMATION. G. REFERENCE SHEETS 4261, A262, A263 E A264 FOR WALL TYPE DESIGNATION PLANS. H. REFERENCE SHEETS A9II e A9I2 FOR AUDITORIUM SIGHT LINE SEATING SECTIONS. REFERENCE SI-EET A1007 FOR AUDITORIUM STANDARD DETAILS. J. TBJCOM ROOM ss434. INSTALL PLYWOOD BACKBOARD OVER DRYWALL COORDINATE INSTALLATION w/ ELECTRICAL DWG. REQUIREMENTS. K. ALL EXPOSED BASE BUILDING VERTICAL DRAN PIPING LEADERS WITH IN TI--E AUDITORIUM FRONT SCREEN AREA SHALL BE ACOUSTICALLY WRAPPED PER GENERAL REQUIREMENTS, NOTE t 25, SHEET TI03. L. ALL ROOF DRAIN LEADERS, EXPOSED WITH IN TI-E AUDITORIUM FRONT AREA, SHALL BE I-4E9.D TIGHT TO TI-E BASE BUILDING WALL (SCREEN WALL) AND BE PLACED IN TANDEM, PARAI I A , WITH THE WALL, NOT PERPENDICULAR TO THE WALL Nom KEY 2 SURFACE MOUNTED FIRE EXTINGUISI --TER. BRACKET AND CANISTER. 3. PROJECTION EQUPMENT. AMC FURNISHED AND INSTALLED. VERIFY ALL UTILITY REQUIREMENTS WITH MI.PE DRAWINGS AND WITH AMC VENDORS. 4. BASE BUILDING STAIR ASSEMBLY. RE: BASE BUILDING DRAWINGS. 5. BASE BUILDING CURTAIN WALL ASSEMBLY. RE: BASE BUILDING DRAWINGS. 6. PRE -FAB METAL PORT ASSEMBLY. RE: VAIOOI 7. ELECTRIFIED DOOR STRIKE WIN CARD READER WIT. AMC FURNISI -ED AND INSTALLED. COORDINATE INSTALLATION IN DOOR FRAME AND WALL WITH AMC VENDOR. 8. BASE BULDING STRUCTURAL STEEL COLUMN RE: BASE BUILDING DRAWINGS. 9. COLUMN SLJ2ROWD. RE: 16/A1005 K. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. ALL WALLS OF TI-E ELECTRICAL ROOMS ARE TO BE OF hHOW WALL CONSTRUCTION, 21. REAR AUDITORIUM RISER MOWTED SEAT UNIT. RE: 2, 3, IO /AI007 22. HIGH ML AL WALL VERIFY HIGH FRAMING OF THIS ASSEMBLY WM--I BASE BUILDING STRUCTURAL DRAWINGS. RE: 24/A724. PROVIDE LEVEL 5 FINISH 23. BASE BULDING WALL ASSEMBLY. RE: BASE BUILDING DRAWINGS. BASE BUILDING RADIUSED CONCRETE PLATFORM AND AISLE 5 I El" ASSEMBLY. RE: BASE BUILDING DRAWINGS. 5IIkAIGHT STEEL/CONCRETE RISER PLATFORM AND AISLE STEP BASE BUILDING CONCRETE SLAB ASSEMBLY FLOOR MOWTED SEAT UNIT. RE: 10 >~ 4/A1007 RISER MOUNTED SEAT WIT AT STADIUM MID SECTION. RE: 10, 7, 8/A1007 WALL MOWTED STEEL PPE HAND RAIL RE: BASE BUILDING PLANS. PARTIAL I- -EIGHT STEEL PIPE RAIL BEI --IIND ACCESSIBLE SEAT WIT. RE: IVAIOOL GUARD WALL ASSEMBLY. RE: IO/A723 FOOT RAIL. RE: 9 /AI001. SCREEN. AMC FURNISHED AND INSTALLED. COORDINATE SCREEN FRAME AND RIGGING AND INSTALLATION WITH AMC VENDOR AND VENDOR SHOPS G- SERIES SI-EETS. BASE BUILDING CONCRETE RAMP OP SLOPED SURFACE ASSEMBLY. RE: BASE BUILDING DWGS. 24. PNEUMATIC TUBE RECEIVE UNIT OVER COUNTER TOP. RE: 7/AI009 25. EMPLOYEE LOCKERS (AMC OF.O.D ON 6' HIGH LEGS. 26. 8' SYNC. TUBE. RE: 1/1103 DYi;)..5n 27. (4) 6' DIA HOLES CORED THROUGH MEZZANINE FLOOR DECK ASSEMBLY FOR REMOTE CONDENSER LINE SET RUNS) TO ROOF. RE: ELECTRICAL DRAWINGS. COORDINATE WITH AMC FFIaE COORDINATOR / VENDOR FOR EXACT LOCATIONS PRIOR TO CORING HOLES. 28. BASE BUILDING 2 I-f2. FIRE RATED MECHANICAL SHAFT. NO AMC UTILITIES ALLOWED INSIDE THIS SHAFT. RE: BASE BUILDING DRAWINGS. 29. ROOF ACCESS LADDER. RE: 20/AIOI2 30. BASE BUILDING ROOF ACCESS LADDER ASSEMBLY. RE: BASE BUILDING DRAWINGS. 31. ELEVATOR ASSEMBLY BY AMC). UDDER SEPARATE PERMIT. RE: I/A821. PE: St-ET ASII FOR ELEVATOR CAB FINISI-ES 32. BASE BULDING DOOR, FRAME AND HARDWARE. TYPICAL PE: BASE BULDING DRAWINGS. 33. EQUIPMENT ACCESS DOOR CABLING AND HARNESS ASSEMBLY. RE: 8/1011. 34. FRP PANEL BEHIND JANITOR MOP SINK. (4'-0' HIGH ABOVE TI-E BASE X WALL LENGTH) 35. VERTICAL ROOF DRAIN PIPING. RE: BASE BUILDING DRAWINGS. ACOUSTIC WRAP OF PIPING IF EXPOSED WITH IN AN AUDITORIUM MAY BE REAMED. RE: GENERAL NOTES, K 14L. 36. BRACE FRAME ASSEMBLY. RE: BASE BUILDING DRAWINGS. 37. MECHANICAL SHAFT (2 HOUR RA ASSEMBLY). RE: ME PENETRATION e MEZZANINE • . • a JO. PIA. B .L� I. Al I r . ROOR 11 IN ING DRAWINGS. J 8 m ill Si « . _____...... .1. Ke in Ir e - n Tro tm:n is . re Archpte.t nto • ve. Skin Jas" to . v • • -. ;t Fax • -1. .0244 .. s e. 575 P . ne: 91.925 SEAL: K V:N UFAN I 1JTf :AN i'^TL OF 11 \rH .S HINVG'JON is CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 W �.r.._, • ENG INCORPORATED PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES A T SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington t @MMEMMu3 wwu -�iw�w 1= ° aa�aa a a a a �a a g,c 2a_Lu KEY PLAN: SHEET TITLE: SHEET NO.: 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 KB: VAWCH NENGINEIRS.CCAI ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 3/32' - 1 REFERENCE FLOOR PLAN - LEVEL 4 (EAST HALF) ECENED JUL 1 z ?NV A 234 , • C14IVI1 ; t i T I - �-0' 1 T 1 , 1 k NOTE KEY I . COMBNATION SEAT COVER / TOILET TISSUE DISPENSER 2 COMBINATION SEAT COVER / TOILET TISSUE DISPENSER AND SANITARY NAPKIN DISPOSAL 3. 47 GRAB BAR. RE= 7 /A1001 4. 36' GRAB BAR. RE= 7/AI001 5. BRADLEY INTEGRAL WASTE RECEPTACLE 6. RECESSED PAPER TOWEL DISPENSER 7. COAT HOOK WITH RUDER BUMPER ON END SLPPLIED BY PARTITION SUPPLIER. 8. BRADLEY LAV DECK SYSTEM. PROVIDE AND INSTALL PER MAM F'S RE 9. 24' WIDE X 60" HIGH WALL MIRROR WITH J-MOLD TRIM D. AUTOMATIC FLUSH VALVE (RE: PI_l�vBING DRAWNGS) II. BRADLEY LAV DECK AUTO SOAP DISPENSER. 12. SANITARY NAPKIN/TAMPON ON DISPENSER. 13. FULL I -EIGHT MIRROR OVER lAV /WAINSCOT / VANITY'. RE= I 19 1 14' -II' 5'-7 I 0 i 0 ' a - - i j 1 1 9 _ ' -10 . _ 3' 2 ._ I " f 2.-1 3'-0" 3' -0' 2 . 3' I _,.. , ! f f � i , ■ >• ' ■ ■ � ■ � II■ ■ ■ ■ ■ ■ ■ _ _ ^= ■��wr_ ∎∎ _... MIMMIwr•r001111 MOM _ • r _ 01" � - c " - - \ I _ _. �:im.��w�r i n Q o ( I • o j o 'n � � , .. - • o • i i - 1 I 1 _ - _ •.- 0 0 ' (I _ O - • ) - 0 _ -� o I & .- I \ 167 I * I II . 4 I \ - ` - - _ ri _ 1 ' V ifir : rir �. 14. 15. BRADLEY TERREON PI.2SE SI E F. RE= 14/A1004. 16. PENDANT MOUNTED MIRROR UNIT SECURED BOTTOM RE= NT8RIO2 RESTRQQM ELEVATIONS 17. WALL HUNG STAINLESS STEEL URINAL SCREEN, WEDGE TYPE RE= 10/A1004 FOR WALL Mou�ITNG/BACKING. 18. TOE PARTITION DOOR. RE= 2/A1003 FOR WALL I9. FULL I- EIGI -tT AND FLp1 LENGTH MIRROR AVER PURSE SHELF. RE= INTERIOR RESTROOM ELEVATIONS 20. 30'x48" CLEAR SPACE AT HIANDICAP URINAL URINAL TO NAVE RIM PROJECTING A MINIMUM C 14 INCI �S FROM WALL AND A MNIN M OF IT ABOVE THE FLOOR. 21. CONCEALED RXTURE MOUNTING BRACT. (RE PLUvBING DWGS) 22 STOOL (OWNEIR FLT, OWNER LAVATORY NSTALLED) 23. WALL MIRROR C�ITERED ON 24. SEMI - AMBULATORY COMPARTMENT. 25. 51- ELVNG. (AMC FURNISHED AND INSTALLED) RE= I3/A1004. 26. T1-REE BAY WALL MOUNTED DRINKING FOUNTAN ALCOVE RE= VAI010. 27. MO' SW. RE= PLUMBING PLANS. 28. STORAGE CABNET. (AMC FLRNISI -ED AND INSTALLED). RE= 9/1004. 29. DIAPER � ON. RE = SPECIFICATIONS FOR DIAPER 30. 24'x46' WALL MOWED LAVATORY MIRROR. RE= INTERIOR ELEVATIONS. 31. 4' -0' NIGH FRP. ON WALL FULL LENGTH BEHND MOP SINK. 32. RECESSED COMBINATION TOLET TISSUE DISPENSER it SANITARY NAPKING DID UNIT. 33. RECESSED SEAT COVER DID WIT. 34. RECESSED COMBINATION TOILET TISSUE DISPElu5I52 E SANITARY NAPKING DISPENSER WIT. SERVES TWO COWARTNIENTS. 35. RECESSED T91LET TISSUE DISPENSER MIT. _ ■ 111 ,' I cli r - V - - o - 24 8 16 6 6 i 1 6 16 8 a Ib 1 10 TYP I `` FM a IF � 0 �'� - 0 1: - • r- ° `' °�' ri• \ I 1 1 1 _ ❑� �- - �� �_-. - IS 6 I 1 I I j r� r' I I I !'�► I I I I I NI • / ^ \J ? ` / ^/ \J i ( �- -� �_.- _ { -r F4P 2�- 6 ,� �y� o E-1 � __ __ � �__ I I - I 1 I ^ -.� I _ 1 T - L_ I II ■r `I Kx -____--- __--- 7'-b' 4-IOL D " ` ! 6'-55' ~ 8 7'-6' HOLD 6 .� 8 li r - � � 1 �"� _.____._ _I L 1 __ - __ ___ ; - �.__�_ ___ __� _� _.__._ 2'-6' _.. __r___ _. �_�_- -•_ - __ __ .__.�_ .___. _ __�..._� ._. _ _ - _ - .__ 14 16 8 16 Q 16 aa 8 16 a 9 r 2'-6 2'-6' 2'-b' . u 5'-6' 15 15 15 19 � -" :.' A,- , Y _ a I �� �_ � . � I I 1 \ N I - - _ c•t \ 1 � 9 ` CO T Y° - _ --�\ \ \ U t I t t \ .. \\ \ \ �t t 'F _!�J ` ' [ \ \ \ \\ ■ \ I \ \ � \ I 1 1 I J 1 t I \ I i I J J \ \ \\ \ \ \ \ ■ 1 \ \ \ 1 1 \ \ \ \ \ \ 1�I ' II w '' I. ► :.I I �'" :II I! : „:: I I II! , ` E 1 1 , \ \ \ \ 1 I 1 \ \ ` 1 1 , \ \ \ ` \ I II '11 !Ii , I i `I! � I� GENERAL NOTES II I' S I: I I;:� A. VERIFY ALL WALL THICKI`ESSES WITH WALL TYPE SC.ES B. FOR OTHER NOTES AND DIMENSIONS. SEE DIMENSION & REFERENCE FLOOR PLANS AS RECD. REFERENCE DETAIL #I2 THIS S1-EET FOR ENLARGED DEvINSIO N FLOOR PLAN. S ENLARGED PLAN - WOMENS 333 SCALE „ ENLARGED PLAN - WOMENS 333 SCALE = C. FOR ALL FLOOR FINISHES I; TILE PATTERNS SEE MEN'S >~ WOMEN'S ENLARGED FLOOR FNISN PLANS. I /4n_I . _ i/4 I O 12 i 4 4 1 I �/ / / / / / / / / 1 I �; _ - - _ r _ - 1 f / 4 , I / / / / / / / / 1 v [) s 2.6 26 _ - __ - r r D. TOILET ROOM DOORS MUST BE SELF CLOSNG E. FOR ALL RESTROOM WALL FINISHES SEE INTERIOR RESTROOM ELEVATIONS AND FINISH SCE- EDLILES. F. FOR ALL WALL MOUNTED ASSavBLES WALL TYPES. SAES AS REQUIRED. G. WALLS WITHIN TWO FEET (610 mm) OF FRONT AND. SIDES OF LIIRNALS AND WATER CLOSETS SHALL 1-IAVE A SMOOTH, HARD NONABSOREENT 5Uli2FACE OR PORTLAND CEMENT, CONCRETE, CERAMIC TIE OR O11 SMOOTH HARD NONABS FOR DTs MATERIALS u AND ` 'O CO��° ov WALLS SHALL BE OF A TYPE TWAT IS NOT ADVERSELY AFFECTED BY MOISTURE. APPROVED R RE= SHEET A241 TOILET ACCESSORIES SG-E U.E AND NOV -- 9 2007 PROJECT SPEOIRCAT1ONS. I . RE: M NfER RESTROOM aEVATIONS FOR ALL FIXTURE City Of Tukwila �s ILDING DnISIC S // '- , ,; - - _ r r 1- - // L - l t� I I ,_ 5 8 8 � = I u I I 9 r - II,-6' r , b 6 ._ ,'/ - � 2. -0' 2' -0' 6 J. NSTALI WATERPROOFING ON CONCRETE SLAB UNDER DESIGNATED FLOOR FNISH SUBSTRATE AT ALL WET AREAS , // - ,- - Y � 6 0 0' _I 0 0 6 "'� , , 0 I - C ROOMS M W ONS, I ROOMS, AND ALLAT1ON WI-ERE APPLIES. RE= SI -EETS A25I e A252. K. CONTROLS FOR WATER CLOSETS AND LAVATORIES SI-IALL BE .. - _.__ _. ._ _ - . ` \ / / 67 C> . _ , _ ._ ._ - -_ _ - `t _ __ _._ - _ _ .� _ - / \ 0 n g4 I ...�. i [J = E : ] c!:Y TO] - I /l1 I NO I MY a I '� �� I 34" CLEAR WIDTH. ^ - 6� I _ ' ' -2 7 7'-6• I-IOLD 2' -48 TOILET ACCESSORES SCHEME um 4 ,_ 3 . 7'$' . HOLD 4'-3. I - • 3._9. 00 8 00 0 0 8 CM t Immank._. Room NAME 0M No. pri : :: i i . • IS 0 / C 25 14 20 0 I 1 : ! • -I \ /5' 1 IMI■ 0 r \ N et" / I N in - \ I ' - ,6 ` \ I /c �-H -,- .0 1 tol<t 0 ., 7 1 4111 I I k �� 1'-6' _ TYP 10 TYP _- / I 30 1 � I _ f f - ` } I I / I -� I f 0 # 1 I 14 a Tr/ 30" CLIZ r m - 4 k 1 Eall 4 zar A - A - F_JA 1 ir14 tar ii.: OM 111M-M- III 3 '-9" f 11 ----fl -e i i i 2'1 2' -I 1' -108" 2' -88' 2' -8' 2' -8" 2' -8' 2'_ 1' -108. -2 2 3' -0" 5' -2' CUR. MIN - r 8 ,_ 8 " 5' -r Ir II' -I' 10 ID CI 4 10 10 4 � '-2 , `' , r __ _ . r 1 _ _____ -. _ . �__�- _ - _ -___ _ -_ ____.__ . __. �_ _. __-. T __ _ ___ �. _ __._ I I I I I W '; i S CALE I I I; . ��;I! S = I III ; ; E r, I I I � II�' w ';, I l I I II I � II 11 ,.,.:,,, = r:,o :i.• � ° I :i ,;;;� E ;h • MEN 13041 �►n 2 I ►111 4 11 1 // 1 1 ►///►1L1►/L1 11`1 ►� I MU MI=N 1381 J OM 2 I Me Q`/ I 0 I 1 WOMEN 5 5 ��� - 1 6 ' CLOD© IBM 1 3 1 L 333 I WOMEN 5 5 0�/10 1 8 4 a 12 I 3 ilm 13 I 0 REFERENCE DETAIL #14TH1S SHEET FOR ENLARGED DEvIINSION FLOOR PLAN. S ;.. FAMILY 13081 I mom I I► /N 1 1 1 umumor I I I ■M@ ENLARGED PLAN - MENS 309 SCALE: r� FAMILY 1 374 I ■ ►MOM 1 1111 1 0 1 I I FORA G ►' Y'MOIMTIN'C�' ��►�►�il I/4 =I -O ENLARGED PLAN - MENS 309 °_ ' 14� I/4 - I -O ELEVATIONS 575 Jacinto Ave. Phd 941.925, Fax 951.92 SEAL: :,„„),, I 5, AI k C WA';; - iINu i77i p CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 E GIN � N EERS I N C O R P O R A T E D co DATE: e in ben ro e stered A Jac /I •14- 21--05 15 -4 -05 15 -1 -06 '6 -7 -06 7 -18 -06 8-21-06 1 -15 -07 KEY PLAN: SHEET NO.: rro I tman tec into. C .0244 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 - 307 -5300 FAX 913- 307 -5400 VoE13: MMMUIENDERS0NENaNE'ERS.cCI PROJECT FOR: imc PROJECT NAME: t 92533 -538 Ema4 stk@alkinc.cam Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES m AT ad& SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g @ifiniE 1 la Fa 10 @MGM@ 1= ?CaaaQaaaaaaimtnmD_w SHEET TITLE: L HUM :E ISSUE INFORMATION: SHEET INFORMATION: 2 4 g 2 P g § INFORMATION: FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS PROJECT NO.: 223- 383 -05 SCALE: 1/4' ENLARGED PLANS CE q EPA A 2 41 JUL 1,2 POI ISSUE INFORM ATIO . DATE: INFORMA N: 4 - 21 - 05 n • I I I 4 O' - 30% TENANT PLANS 6 - 7 - 06 50% TENANT PLANS I I I 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I ■ 33 { ! I I NOTE KEY 1. COMBINATION SEAT COVER / TOILET TISSUE DICER 2. COMBINATION SEAT COVER / TOL ID ET TISSUE D AND SANITARY NAPKIN DISPOSAL a 47 GRAB BAR. RE= 7 /AI001 4. 36 GRAB BAR. RE= 7 /AI001 5 BRADLEY INTEGRAL WASTE REL'.EPTACLE 6. RECESSED PAPER TOWE. DISPENSER 7. COAT I-400K WITH RUBBER ON Elm SLFPLED BY PARTITION SEQPLIBR. 8. BRADLEY LAV DECK SYSTEM PROVIDE AND INSTALL. PER MArLP'S RECOANvi 1DATiONS. 9. 24` WIDE X 60' I -11GI -1 WALL MIRROR WM-1 J-MOLD TRIM Io. AUTOMATIC FLUSH VALVE (RE= PLUMBING DRAWINGS) IL BRADLEY LAV DECK AUTO SOAP DISPENSER. 12. SANITARY NAPKIN/TAMPON DID. 13. FULL I�GHT MIRROR OVER LAV / WAINSCOT / VANITY. RE= INTERIOR RESTROOM ELEVATIONS. 14. RECESSED PAPER TOWEL DISPENSER w/ WASTE RECEPTACLE. . BRADLE't' TERRE�I PURSE SN3.F. RE= 14/A1004. � PENDANT MOUNTED MIRROR EINfT SEGO BOTTOM RE: 17 WALL 1-LNG STAINLESS STEEL FINAL SCREEN, WEDGE TYPE. RE: 10 /A1004 FOR WALL MOLNT NG/BACKNG. 18. TOILET PARTTION AND DOOR. RE= 2/A1003 FOR WALL MOL�ITING/BACKNG. 19. FLLLL I-EIGHT AND FILL LENGTH MIRROR OVER PURSE S1-ELF. RE: INTERIOR R EL ESTROOM EVATIONS 20. 30'x48' CLEAR SPACE AT I-LA DICAP LRNNAL URINAL. TO HAVE RIM PRVI OJECTING ABOVE MINIMUM OF 14 NCNES FROM WALL AND A 2L CONCEALED FIXTURE MOUNTING BRACK (2E. PLUMBING DWGS) 22. STOOL (OWNER FURMI -E S . OWNER INSTALLED) 23. WALL MRROR QED ON LAVATORY 24. SEMI- AMBLLATORY COMPARTMENT. NT. 25. s.... NG. (AMC FURNISHED AND INSTALLED) RE: 13/A004. 26. TI-REE BAY WALL MOWED DRINKING FOUNTAIN ALCOVE. RE :VAI010. 27. MOP SINK. RE: PLUMBING PLANS 28. STORAGE CABINET. (AMC RPNISI -ED AND Ns-mum RE: 9/1004. 29. DIAPER CHANGING STATION. RE: SPECEICATIONS FOR DIAPER STATION REQUIREMENTS. 30. 24 "x46' WALL MOWTED LAVATORY MIRROR. RE= INTERIOR ELEVATIONS. 31. 4'-0" I-UGH F.RP. ON WALL FLU_ LENGTH BB-IND MOP SINK. 32 RECESSED COMBINATION TOILET TISSUE DISPENSER E SANITARY NAPKING DISPENSER UNIT. 33. RECESSED SEAT COVER DID NIT. 34. RECESSED COMBINATION TOILET TIME DISPENSER E SANITARY NAPKING DISPENSER UNIT. SERVES TWO COMPARTMENTS. 35. RECESSED TOILET TISSUE DISPENSER UNIT. _ � - 2 ' 14' -It 19' f f I� II 1 34 0 - r 2 . -I ' .k I'-.5i 3'-O' ' 2 ._ l . 3-0 3 3' -0 t I 2 , -i " " �,� 3 I. 9%10 f , r -:Y� 1 I - 1 !, �wl -i� � -�-� -- � ^ 1 ∎- - - mow - �i �: ' - - -� ` I # _ , , / / I / / � i 1CII / ; i + 36 I j j + / Q I I 1 / .. 24 4 I 1 I, --•� - - 1 - _ I i 1 HOLD in f I ! _ _ I I C I I r ___ -._ -- _ � � il U �* __v o » ` n I 6 " - Yp 16 8 16 16 8 16 0 0 I 1 goo 10 I 1 .__ III �. I 1 17 1 wry - 0....... I I 1111 �' mi w ig■ r -- - !1'''. - � �_ 6 _ i � I =. - - o � _ r - _ I 0 r`71+� _ M N �� T P 18 �,.� 0 I EJ i r . C. = � - � C. C.� _ I f =oil I I I ' I km., _ . CI � � __ �� - - 6 - I J - �� ■ ■I I _; Wfil Q � I , s. � ®, 1 I _ l 9:6cf i Q o, f __- o � b ► � �� I I so _ l1 - ( 6 7'-6' HOLD - t - 7'-6' HOLD 6 Am - - � 6 Jjj_ 6 I _ ( 25 1 " o• 7 3 I' -2 2'-6' 2' 2'-6' 2'-6' a, t _ - - - 9 14 16 8 16 Er 0000 16 8 Ib I 19 I5 14 s s L 5I-6' s t � i 15 -0 r � ` 3 -2 5 -6 , I -I -1 1 s f r ' 8 • ! ' -- a \ - -6 , _ I � co ,-- - - - f - i TYP - ,- h r d • -\ _ - i -' " _ 2 -0- it - 6 = r y ` f . _ / / - _ F 1-1-. t- /_, 1 / / `` - , . - f s `- / / r / / / / // / I l r / // / r I I I i J I - 1 / ' ' / / / // / / I Il I i 1 1 I I i t / 1 // / / I j I I I I I I I I I ' / / _ - // / II II V II I I . W � r I l I '� . ' : ' ' h ll �Hr I I ' II , S !1� , ��I, I _ , I E � - ' / / _ _ - - / � / 1 , I.'" I ' W ;, II 'I I ii I II'I' I '' ll�l , . l II� 1! II' , III REFACE DETAIL #12 THIS SI-EET FOR ENLARGED DEMINSION FLOOR PLAN. ENLARGED PLAN - WOMENS 358 SCALE= 12� EN LARGED PLAN - WOMENS 358 SCALE ^ � � N . 1_ GENERAL NOTES 1/4"=1'-0" 1/4 _, 0 • I I I I \ \ \ \ I I I 1 1 1 \ \ \ \ \ \ \ \ \ \ 1 ` -- _.. I r 26 1 I 1 I I \ \ \ I I I I 1 1 I \ \ \ \ \ \ \ \ \ \ ` 1 \ A. VERIFY ALL WALL THICKNESSES w1TN WALL TYPE SG- EDULES B. FOR OTHER NOTES AND DIMENSIONS SEE DIMENSION E FENCE FLOOR PLANS AS REQUIRED. C. FOR ALL FLOOR FINISI-ES TILE PATTERNS SEE MEN'S E WOMEN'S ENLARGED FLOOR FINISH PLANS. D. TOILET ROOM DOORS MUST BE SELF CLOSING E. FOR ALL RESTROOM WALL FISHES SEE NTERIOR RESTROOM ELEVATIONS AND FINISH SCI -EDL TES. F. FOR ALL WALL MOUNTED ACES REFB2ENCE WALL TYPES. SG -EDUL ES AS REQUIRED. G. WALLS WITHIN TWO FEET (610 mm) OF FRONT AND. SIDES OF LRINALS AND WATER CLOSETS 5HALL NAVE A SMOOTH, HARD NONABSORBENT SERFAGE GR PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTI-ER SMOOTH HARD NCNABSORBENT SERFAGE TO A 1-6G1-41 OF A 4 ITT (1219 mm), AND EXCEK FOR STRUCTLRAL ELEMENTS, TI-E MATERIALS USED IN SUCH WAI 1 S SHALL. BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE 14 RE: SI-EE[ A241 TOILET ACCESSORIES SCE -EDU E AND PROJECT SPECIFICATIONS. L RE= INTERIOR RESTROOM ELEVATIONS FOR ALL FIXTURE MOUNTING. J. INSTALL WATERPROOFING ON CONCRETE SLAB LJN<DER DESIGNATED FLOOR FINISH SUBSTRATE AT ALL WET AREAS INCLLDING RESTROOMS, CONCESSIONS, SUPPORT ROOMS, AND JANITOR ROOMS COORDINATE WITH REDDER TILE NSTALLAT1ON WI-ERE APPLES. RE: SI -EETS A25I e A252 K. CONTROLS FOR WATER CLOSE =TS AND LAVATORES SHALL BE ON 11-E WIDE SIDE L TO 1-ANDICAPPED TOILETS SHALL DOORS NAVE A MNKIN1 OF 34' GEAR WIDTH R � , NO Cori y0 _ �o N° � -�, ,n �a CM IC* D _ _ ,r I 1 -- i _ I ` \\ C _ r "-'� � 9 I 2' -0" 11'-6' ' 5 \\ • ` . ` r r 6 \ N . \ ` N a71rt ` - r 4 LI - ` _ � , \ I I - _ -- _ �, \ 61 r a. Cr. F z ___ '.r �i a - • ■ I ' ' "r � � r., iii I ■ . ---1 © -© I ❑, I ` - _ _. _ III "' - r - f 4' -3' ,_ 8 7'-6° HOLD � - 6 7'-6' HOLD . _2Z 4' -3' _ I 1 1 8 �- - - - - f �� �� '� II► 3• - , r- 5• 2 4 _ 0 P 5 I 8 0 0 0 0 j 1 8 0 14 - 18 n '° Ili / 18 L 3 7 - - I : - i II I ` - i 14 I 1 0 / I 1 I ! I r I I IIMM 11111 ■ I � irI 1 i .. T`rP 1 I 11 I 4 � I 1 TYP 1 ` I_ I � � 1T� 1Tl y I 1 I 1 _ ' , 1 - - ��u - _ a a = � mgIL= I' III■ II I■ a [ I ■ ■ ■� _ e'er' -- ■►■■■■ ■ ■ ■■■ i.... ..r ...r.:.i- . 5 2 CLR. MIN. 3'-0' Ire' ■■ _- RP 2' MN.iAY-.�.�- 1 -1 2' -'8 ■■�■■■ 2 , $ . 4 2.-8. 2.-8' ■ � I' -I1 Y� ■� -_ 2'-II " ■■■ -� 2'-U 3 ' -9 ' E I■ ij ■ ii!■I II � 10 � 2'-8 �'�a" ° -2 � nY� I I��I L i_ i . - e ________....__ .- I . I _. W I ,I'I _ 1,„„ ,Ill,, '' S , ,,;,;I E W III u;1111l „ - �'�;� 1 1 1►I II 1 E REFERENCE DETAIL u1411-0S SI-EET FOR ENLARGED MANSION FLOOR PLAN. moll- ENLARGED PLAN - MEN 381 SCALE a J ENLARGED PLAN - MEN 381 1/4 0 ISSUE INFORM ATIO . DATE: INFORMA N: 4 - 21 - 05 FEASIBILITY FLDOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 - 7 - 06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 Tr' ENGINEERS INCORPORATE D 8325 LENEXA DRIVE Stint 400 LENEXA. KS. 66214 -1695 1EL: 913 - 307 -5300 FAX: 913 -307 -5400 NEB: WYM.HENDERSONE GINEERSS.0%1 PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: IN DEAN TI , OUTMAN C OF W SHINGTON amc 16 THEATRES W AT SHOPPINGTOWN so UT H CENTER 633 SouthCenter Drive, King County 111 Tukwila, Washington i; ° aaaaa a a a a a a mC2D -W j KEY PLAN: SHEET INFORMATION: rt[ , I;;Ir I Ij PROJECT NO.: 223- 383-05 SCALE: 1/4' - 1' - 0' SHEET TITLE: ENLARGED PLANS SHEET NO.: g 4 4 4 o RECEIVED A242 JUL 122007 DATE: INFORMATION: 1 FEASIBILTY FLOOR PLAN • FEASIBILITY FLOOR PLAN II .1 r. i 6 -7 -06 I i , I 75% TENANT PLANS NOTE KEY 'iii' 1 -15 -07 L _ J I L CASEWORK. FLPMSH® AND INSTALLED BY AMC. PROVIDE ELECTRICAL DATA AND ROUGH -INS AS RC -Q'D. 2 SLIDING GRILLE REF. BASE BUL DING DRAWINGS. 3. SOLID SURFACE COUNTER. 4 SURFACE MOUNTED RECTRICAL PANEL MAINTAIN 42 INCI -1 DEEP CLEAR I�I-ES SPACE Cl EAR EACH S IN FRONT OF IDE PANEL. PANEL WI-BN RE= ELECT DOOR . IS N DWGS OPEN . POSITION. PROVIDE CLEAR WIDTH EQUAL. TO PANEL WIDTH PLUS 4 5 WAIL MOUNTED PNELMATIC TUBES U/RECEIVE UNIT. RE= DRAWINGS A21I - A212 EiECTRICAL®DRAW(NGS) PROVIDE POWER DATA. REF.= 7. DAY SAFE. FLRNISI-ED AND INSTALLDED BY AMC. RE: 1/41005 8. PAY PHONE LSAT. . 'EMS' CONFUTER 9. BY AMC. AMC FURNISHED AND NSTALL E�. � 0 _ _ *411.1 v ' 1�� 1 • .• ® _ A� link • 1 401 I 36 1 / _ I r f } � t \ $ vi \ l -� -- - - - - r - L0 1 - / / � • . S • r I rr , r r { :. I He ' , ` ;.■ , , . ' . i r . UNI 29 I Mr . . I 28 _ JAN \ � w A � " UNISEX and J E 1 410 ( \ 25 316 ; /Eli �� OV 1 406 I ' 4 ` r I Q 0 0 I 13 1 • �� 1 0 I I ~` - ,. o ,� j ' • � � '� 6 - . L " - � � .-- � / - ■ { f {, N A TT 1 26 COUNT 16 � O PROVIDE POWER. 10. NOT USED. I. STOREFRONT ASSEMBLY. RE= A611 FOR ELEVATIONS AND DETAILS 12. 30'x42' CLEAR SPACE REQ. AT ELECTRICAL PANEL 13. FRP PANEL B I-1ND JANITOR MOP SDK. (48' I�GH x LENGTH OF WALL UNLESS NOTED 011- E12WISa. fi GATE ) / /` \ / / / / . : - _ iti R I 4 05 I 410 k 1111111111 �► _. �_ / / \ > I _ ___ _ - - I ' _ .. ___._ . _ __ 1 __-_ I / \ / I I I _ f .: - - .1MMEI 4 ►) 0 .. � r • r 4 00 15. 'TIMES AND TI11ES' BY AMC. Ti? OF 3 UNITS, PROVIDE POWER. 16. MOP SINK RE: FUMING DRAWINGS I7. TRENCH DRAIN. RE= PLUMBING DRAWINGS. 18. CONCESSION CASEWOK & EOUPMBNT FU-ED AD 4 I� 36 ��- - "�- _ l _ �_ �o - _ `� ENLAR MEZZ, RESTROOM FLOOR PLAN SCALE _ � - 13 I H I � / o • " 1/4 " =1' -0" J u CLO I GUEST sEl�v c 5 _ - _ LOE3E31Y . t. ' 1 ,. a .4iti _ _ _ \ , \ \ / I I 1 1 _ _ I302AI / .► - \ - 30 \ _ I I� \ / rr - 19. SUSPENDED GYPSUM BOARD CEILING. 20. TO T BEARE B AND GRI_"L. AS TIGHT AS POSSIBLE RXTURE A ADA COMPLYING CLEARANCE, 30'x48'. 22 COMBINATION SEAT COVER / TOILET TISSIE DISPENSER AND SANITARY NAPKIN DISPOSAL 23. 42' GRAB BAR. RE= 7 /41001 24. 36' GRAB BAR. REt 7 /A1001 25. CONCEALED FIXTURE MOUNTING BRACKET. RE. PLUMBING DWGS. 26. AUTOMATIC FLUSH VALVE (REPLUING DRAWINGS) [30281 1 s -` � rr ' � � I f I + _ . I I • Oo 1 I .-_ ,, r' � r r�' . r r fo y \ , 1 � I r r ` ` / ' I ' `1 \\ I I / °f o /, /` / r rr / f " -�Il Ii 4 2 0 I - r • : r / ,e, : '' � 1 - / II I I -4 : - , '4 ' - y \ \ 0 •1 �I f , ■ it ° ‘ ,A - . • Q • *' •�°� ::. • . "� ! ` �, ` ` Ili •� i 1 I -I � � Ir\IIV i � , '� f �. li 0 • 41 j� Q I ..• _ ■, • • - iq� - p Q ® ;` IP _ a ARCADE � f.' rfr . 'r`rr 4 / 29. RECESSED PAPER TOWS_ DISPENSER w/ WASTE RECEPTACLE. 30. 30'x48" CLEAR SPACE AT HANDICAP URINAL LRNAL TO HAVE INI RIM PROJECTING A MMUM OF 14 INCI -ES FROM WALL AND A MINIMUM OF IT ABOVE THE FLOOR. 31 FACETED PARTITION. PANE_ GLAZING SYSTEM INSTALLED WITHIN MIS. STIR FRAME REt 4/41013. 32 CLOSET SI- 113VNG. (CF.C.L) MAINTAIN MIN. 6' CLEAR BETWEEN ELECTRICA PANE_ AND SI -VING. SI- ELVING SNAU_ NOT OR N FRONT OF ELECTRICAL PANEL. REt EXTEND OVER ELECT. DWGS. 33. BASE I JILDNG CANOPY ASSEMBLIES. 34 CABLE SUSPENDED TRACK / LIGHT FIXTURE SYSTEM. RE= R.CP'S i♦ ELECTRICAL DWGS. 35. ALD EMITTER TESTING DEVICE WALL MOL�IT AT +12' -0' AFF. 36. MINIMUM CLEAR FLOOR SPACE REQUIRED 30' x 48'. i t /' . <>' . - . 0 •w • ``N .. . . 1 � \ ` \` 1 4 4, / V .� , .J , / " / 1 7 _we. //r `� rr II ,, ,' " ., � . CO - � � ` \\ GUEST = __ _ r rir .. �' - - I I I r f ] SERVICES �� /� '/7 r�rr _ I = �► ( A -w4kir 1 O -. - • _ • : - t : _ I I 342 4 144 `\ \ ti \ \ \\:\ , \ \ \ \ _ 3a2 and BOX OFFICE 343 STEEL PARTITION 37. CENTER ARCADE TUBE ST PARTITION COLUMN ON BULDNG COLUMN SI OUND. 38. STANDARD SURFACE MOWED POSTER CASE UNIT. RE: 5/1010. RE ELECTRICAL 39* WATER I -EATER REF. PLUMNG DRAWINGS. 40. 2'x2' ACCESS PANEL 41. AMC SIGNIAGE, E. WAYRNDINIG DRAWINGS. 42 CAMERA LOCATED ABOVE PNBJMATIC MIT INSIDE OF CLOSET. NOTE: REFER REFLECTED CEILING PLANS FOR 8 MECHANICAL PCP LEGEND. -- �_ °Y J ` ., GUEST SERVICES and SOX OFFICE 343 � _ � ENLARGED FLOOR PLAN - ARCADE 384 SCALE _ -4 ENLARGED RE -' ClING CEILING PLAN SCALE 14 ENLARGED FLOOR PLAN 2 ..._ GENERAL NOTES 1 /4 ° =1' -0w S4 AL on 1/4 " =1' -0" 1 A VERFY ALL WALL THICKNESS WITH WALL TYPES SCI- EDULES. B. FOR OTI -EP NOTES AND DIMENSIONS. SEE DIMENSION E I II 4 ( I _ _ _W_ ____ _ II _ _ k I 1 I / I II I I I _ _ , 1 I -- __ _ SECURE STORAGE 1 - I / ' I I I I I _ _� _ I ( R ICE FLOOR. PLANS REQUIR82 C. FOR AIL. FLOOR FTASI-ES TI,..E. PAT S� MEN'S !+ WOMEN'S ENLARGED FLOOR AS FINISH PLANS. REt SET. 45.4.6 TOILET ROOM DOORS MUST BE SELF CLOSING FOR WALL FNISI-ES REF. INTERIOR ELEVATIONS D. REF. S>$TS A25I s A252 FOR ALL FLOOR DECK WATERPROOFING TREATMENT AT ALL WET AREAS INCLUDING CONCESSIONS, RESTROOMS, SLFPORT ROOM AND JANITOR ROOMS. R R ` ',,,,0.10 coD co 0 ov 2�Q1 Of ►LN u4 I ( I I I I 342 l ( _ - 0 r0 � : 8 i _ - e _ .. . 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I 1 1 18 CONCESSION 5' -7 3/4' 18 9' -10 7/8' I SECURE STOR RGE 1 343 1 0 1 340 I 1 344 ( ' , � 0 C 18 14 I _° - - _. _ L N .... ` f �fDr li 1 I 1 1 I VA. n- D t Il l ili{ I II I '‘.1 Ie' - �� a y �� II >�*: _- 11.11. ��illi ( 1 i r i l il A OPS 1 345 I I I , 1 1 i 1 n ( 1 � , - 1 I if i I I 1 I � - 1►H;1(i1I; II 1 _ 1 I� , - I- - i ► � -- - I -f- r. - _. .�f _ _ /\ 11 1 I \ I 1 I \ _ i _i II / \ I I1 L - L A1004 li II /\ �- 1 1( I 11 /\ II A1002 _ _ f / \ O / � 18 1 \ � - 14 ._.__ � aoo4 / �� °� �� 1 VagilHH III _�- ___. r . cr • �..._� _ _ irY a :te # Is ,. r - I , -- � -31 f- 1 - � ���� 1..011 ___ I IMOU!!I!i L 1 ,e rrr .a - - - - - . --r 17 � � a I r 36 C �� r e . - 1 I r -- I1 CONCESSION III , I 16' III 1341 I r -. . - II I I I16' 4 4 r ,- - 11 11 . : �H _ }� III I I r ,- - r1 r I � miN. E MI z x''?._:' • y � - =r y ^sY'. - o F - s - =I , • " 1 - - 4 I 1 [wawa op 1 I a r :(R 1 [ f re 11 1 1 1 t'__' - 1 I ~ a f - 1 1 1 . - i �v �': Y w - =� ? ..., =ry,�' i �.2 __W .. ti � . _ " 1 '1aL� .:"•;:, . i:."�e'.'. . . ' + ` :, _ } - IG1 I •:.:t::. ( ( O: •r,- i : ��j§ = -: .•9 !1 z 1 f I I I I , 1` f l ; mimmup - ii • cik I* --- I 1 - -� - - ' \ I � / \ \ . f I LOBBY 1s / ` / •/ " , [ 301 ENLARGED FLOOR PLAN - CONCESSION CALE _ S S 4 ALE � 4 DATE: INFORMATION: 4 FEASIBILTY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS evin De.: n Trou egistere• Architect 2575 an Jacinto • vs., Sa JJ c CaEIfo 925.3 Phone: 1.92512504 [Fax ., Etn slk@FIRInc.com SEAL: ,E uE / %1 1 f•O1J: JINN i ATj . Of= VVASHINC4 T t'7N - . CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421-1956 rrl E N G I N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 I.ENEXA. K5. 65214 -1595 TEL 913- 307 -5300 FAX 913- 307 -5400 WEB: WWW.HENDERS0NENG1NEERS.00M PROJECT FOR: amc Copyright 2005 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES iv AT estrwit SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington § 8 I LU 01 Me ISSUE INFORMATION: Z 0) KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1/4' -1'-0' SHEET TITLE: ENLARGED PLANS SHEET NO.: A243 RECEIVED JUL 12 2001 j'L: 11/ " ; Lfi:;\;: DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS / 4 / ® Q 6 ? 8.6 I GIs II.R1111111��/11 /.ial • :: �111I111111111� \ - \ / I \ �i i i \ 1 f - —s I \ i 1 \ I \ 1 4 fJ r- i r r - • 1 I � H T 1i Ji . . . 1 . . . 11 � � 11 1 —L t I I 1 I 0 0 0 O I ra f a a L-- kT 1 ! 1 I- f I• 0 ea Se e Emu •ii Il IIII IIlulllllt E. 101111111M11111 t •— 0 D LEGEND WET FLOOD TEST AND WATERPROOFING AREA Noce KEY I. NATCH INDICATES AREA TO BE WET FLOOD TESTED. PROVIDE 6 MIL WATER PROOFING SANE UNDER TNN SET TIDE. RE' PROVIDE FLOOD TEST OF WET AREA PRIOR TO TILE INSTALLATION AF EI2 SANE IS APPIJED TO FLOOR AND WALLS PER DETAIL AND SPECIFICATIONS AND ALLOWED TO CU 2E PER MANaFACTUJRERS GUIDELII�S. PROVIDE FINAL FLOOD TEST OF WET AREA AFTER TILE IS INSTALLED. SUBMIT ALL TESTING DATA AND REPORTS TO STK AND AMC. 2 PRIOR TO INSTALLATION OF ADJOINING ROOM FLOOR FINISH INSTALLATION RUN WATER PROOFING MEIvERANE LP. BACKING FORM TO CLOSE/SEAL OPEN NG FOR TESTING. AFTER TESTING BACKNG CAN BE REMOVED. AS REQUIRED TO COWAN FLOOD WATI32. e in Dean routman e is red rchitect 2575 = J -• to ve., Jacinto, CaGtortta 92533.5318 911.925 504 Fax 11.92 .02441 Email. stk@stkinc. om SEAL.: PROJECT FOR: H J, s•_ CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 run LiJ ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 56214 -1695 TEL 913 -307 -5300 FAX: 913-307-5400 %E.11 VAIN.HENDERSONENGINEERS.CCIAI amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT SHOPPING TOWN S OUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g EgMM11222@inM_QMBEMin@ 1= ° aaaaa a a co a_ a, I N „ !p w W 40 tu ilok ot911 r §fillqw hi w Ee co ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1/16' -1 SHEET TITLE: WATERPROOFING FLOOR PLAN - LEVEL 3 SHEET NO.: A251 RECEIVED JUL 1. z 2007 i''L=I111/1;; DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 7 1 1• f-t.i 1 0 182 9 r L x] 2 EN 0 PROMOTION E T J n PROMOTION BOOTH MED r 1 L. .K.,ra.:a r•.. r: ^w. i•yrr= s -�ic�r .+w- .�,r....�wrs . r- ar-��GS•=a _ °YTi= �C:7e =:ae�l °Ll�`JF3� -�tsr� d 1 I r I J r 1 r�l PRO • 1801014 OPEN T MEP D Ba_ow 0 th.1 - ECT1ON I GOTH 4 _MEL f PRO.ECTION BOOTH UMI PROJECTION TM x :rte i >wt'"•� .`�.:F _ -- �� wI -t C . 111111111WIr ui111�Liii�u ]tip = '1W.N :x -CdL.1 1X1: - .1'YC -A:X s..`3 LS?+• -• LEND ►�41�41f41f4•� „4 NOTE KEY WET FLOOD TEST AND WATERPROOFING AREA HATCH INDICATES AREA TO BE WET FLOOD TESTED. PROVIDE 6 MIL. WATER PROOFING tv'EMIERANE UNDER THIN SET TILE RE= PROVIDE ROOD TEST OF WET AREA PRIOR TO TIE INSTALLATION AFTER MEMBRANE E IS APPLIED TO FLOOR AND WALLS PER DETAIL AND SPECIFICATIONS AND ALLOWED TO CURE PER MANLFACTLPERS GUIDE3I\ES. PROVIDE FINAL ROOD TEST OF WET AREA AFTER TILE IS INSTALLED. SLEMIT ALL TESTING DATA AND REPORTS TO STK AND AMC. 2. PRIOR TO INSTALLATION OF ADJOINING ROOM FLOOR KNISH INSTALLATION RUN WATER PROOFING MEvE3RANE UP. BACK FORM TO CLOSE/SEAL OPEtNING FOR TESTING. AFTER TESTING BACKING CAN BE REMOVED. AS REQUIRED TO CONTAN ROOD WATER. REVIEWED L FOR CODE CE E c APPROV NOV - 9 2001 city Of Tukwila WING DIVISION bo S < AA evi n ist- • e . ro tm �■■ e re • cha to 57 . J - .• •.ve. : Ja Ph e: •.1.925 04 - 1. 92' .0244 Emai stic� - G .. SEAL: R (E JjiJ D _ , iOUTMr N I EIT OF .IVAS 1IN GTOil CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 - 307 -5300 FAX 913-307-5400 WEB: WWW.HFNDERSONENG ERS.COM PROJECT FOR: IT1 I Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J amo 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §1111111111111111111 '12 Vin � a aaa a kmco o.u., KEY PLAN: SHEET TITLE: SHEET NO.: � u1 Hlniogmo ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223-383 -05 SCALE: 1/16' - .1'--0' WATERPROOFING FLOOR PLAN - LEVEL 4 A252 RECEVE1) JUL 1.2 2007 +4 MM DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS O-6x -3 616x -3 WT-I2.1 -6/6x- WT -I.3 WT-I.3 -6/6x- WT -I6.3 3 -6/6 -3 H2 -I 1 -6/6 -I 3 -4/4 -3 O-4x -3 WT -16.I I- 4 -1 WT -I6.3 3 -4/4 -3 ■■=■111_____■ 0-4x -3 O-4x -3 -6/6x- O-4x -3 WT-5.3 3-6x -O WT -27.1 H2 -I WT -12.6 WT -128 I -4x -3 WT -I3.6 1-6x -3 WT -12.6 0-4x -1 WT -16.I 1- 4/4x--I WT -12.6 WT -13.6 WT -12.6 3-4x -I WT -I6.1 1 -4/4 -I WT -I6.1 1 -4/4 -I WT -126 WT -12.6 WT -I2.6 WT -I26 WT -I2.6 WT - I6.1 WT-I6.1 1- 4/4x -I WT -I6.1 I-4 /4x -I WT -16.I 1-4/4x-1 WT -I6.1 1- 4/4x -I WT-I6.1 I- 4/4x-I W O-4x -3 WT -26.1 WT-I2.1 WT-126 I-4x -I WT-I6.1 I -4/4 -I I -4/4 -I WT-I2.6 WT -128 WT-I3.1 1 -6x -I WT -121 WT -12.6 WT -12.6 WT -I6.1 1 - 4/4 - 1 WT -16.I 1 -4/4 -1 WT -I2.6 WT -12.6 I -4x -3 klawillIMIIII111111111111 'RIM ; -- 3 -6x-O it 1 / II 1 I 1 FUR OUT`OVEI? EXISTING 113ASE BUIDLING NVALq AS REQUI ED TO CONFppm 0 DIMENSI N PLAN RE UIRE PR VIDE FOR A T TAL F 3 YER OF 5/8' D YWAI\L ON AUDITORIU SID BETWEEN STAIR AND *UDI •RI s, / DJ T S � D LA OUT S P lUIRED TO nrr-as IG • CE oF D � WT -I.3 6/6x- WT -I.3 /6x-3 I -4x -3 WT -I.3 3- 6/6x -3 3- 6/6x -I WT 3-6x -I WT -I3.9 WT -I39 WT-I6.1 I -4/4 -1 WT -I21 WT -I21 0-4x -I -4/4x WT -I2I WT-12.1 WT-I2.1 WT-I2.6 0-4 -I FUR OUT OVER EXISTING BASE BUIDLING WALL AS REQUIRED TO CONFORM TO DIMENSION PLAN REQUIREMENTS. WT -12.6 0-4 -I WT-I3.1 WT -126 1 iI V+re..d .. . .....• . ❖ - . ❖. . • r •..• . I-- 4/4x -I GENERAL NOTES A) INSTALL LIGI --IT GUAGE METAL STUD PARTITION FRAMING TO ALLOW FOR ALIGNMENT OF DISSIMILAR WALL TYPES FACE OF FINISH. B) COORDINATE WALL TYPES INSTALLATION WITH WALL TYPE SCI- IEDULE SI --EETS A70I, A702, A703, A72I, A722, A723, A724. C) NOTE: "WT° WALL TYPE FLAG DESIGNATIONS GOVERN OVER AT A GLANCE WALL TYPE FLAGS. CONTRACTOR SHALL CLARIFY ANY CONFLICTS BETWEEN "WT" AND AT A GLANCE' WALL TYPE FLAGS PRIOR TO BIDDING. LEGEND "WT" WALL TYPE FLAG SHALL GOVERN 'AT A GLANCE" FOR CONTRACTOR CONVENIENCE PARTITION HAVING DOUBLE ROW OF STUDS WT -16.I I- ' /4x -I REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS 'WT" WALL TYPE FLAG SHALL GOVERN "AT A GLANCE FLAG FOR CONVENIENCE NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF STUD NUMBER INDICATES STUD WIDTH (TWO NUMBERS SEPARATED BY A INICATES A PARALLEL ROW OF STUDS STAGGARD) "x" INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (2) CONTIN. BEADS OF ACOUSTIC SEALANT BETWf~N METAL STUD TRACK AND STRUCT. DECK c) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF OPPOSITE STUD PARTITION HAVING SINGLE ROW OF STUDS NUMBER INDICATES LAYERS OF DRYWALL ON FACE OF STUD NUMBER INDICATES STUD WIDTH INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS OM -lbRE SHOWN) b) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWFFN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OPPOSITE STUD FACE 1 -4x -I < AT A GLANCE' FLAG FOR CONVENIENCE WT "WT" WALL. TYPE FLAG SHALL GOVERN REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS SHELL BUILDING WALL OR PARTION 'SHELL' DENOTES AN EXTERIOR WALL OR IN I t=RIOR PARTION BUILT BY OTHERS UNDER SEPARATE PERMIT. REFERENCE THE DEVELOPER'S PERMIT I t=D CONSTRUCTION DOCUMENTS FOR THIS INFORMATION. RATED WALL LEGEND = TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I -HOUR FIRE RATED ASSEMBLY TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2-HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT e.: n roIJItm ist- red rch to to Ave., Ja.: nto .925 504 Fax 1.92 .0244 :CEP ' Okra W ENGINEERS INCORPORATE D 5325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 wEB: WYIW.HE7IDERSONENGINEERS.00M mc amc SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington O�NCt7� � n � o� i=aaaaa�aaaa a mrn�aW to ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/8' -1'-0' SHEET TITLE: WALL TYPE REFERENCE FLOOR PLAN - LEVEL 3 (WEST HALF) SHEET NO.: A261 RECEIVED JUL 12 ?007 ; ;:h; ; , DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS O-6x -3 O-6x -3 UDIT� M #12 104 SEATS /6x -3 O-4x -3 WT -I.3 WT -I.3 - 6/6x -3 WT -16.3 0-6/6 -3 WT -I6.3 3 -6/6 -3 WT -16.3 3 -4/4 -3 0 -6x-3 I WT -5.3 1 7 -I6.1 Wtr I6.1 -- maim_____■ WT -12.6 WT -12.4 0-4x -3 I- 4/4x -I 6/6x- WT -13.6 I-6x -3 AUDITORIUM #14 r� Eci* 170 SEATS WT -27.I WT -12.6 1 -4-0 /6x -3 3- 4/4x -I WT -126 WT -126 I-4-0 AUDITORIUM #15 144 SEATS AUDI ORIU WT -16J 0-4x -I I -4x -1 WT -16.1 1 -4/4 -I WT -126 WT -16.1 I- 4 /4x -I WT -128 WT -126 WT-12.1 WT -16.1 1- 4/4x -1 WT -I6.1 I- 4/4x -I WT -I6.1 1- 4/4x -I WT -I6.1 I- 4/4x -1 WT -12.8 3-4x -I 1 -4/4 -I WT -I6.1 1 -4/4 -1 WT -12.6 WT - 121 WT -121 WT -12.8 3-4x -1 - r--, 1111 Et `4■a 1111111 111C WT-I6.1 I -4/4 -I 1 -4/4 -1 i'4/4x-1 WT -16.1 WT -16.1 I- 4 /4x -I WT -16.I 1- 4 /4x -I I- 4/4x -I I- 4/4x -I I -4x -3 WT-I6.1 3-6x -0 WT -I35 3 -4x-0 WT -12.6 WT -16.4 WT -26.I 0-6x -3 WT-L5 3- 6 /6x -I WT -I5 3- 6/6x -1 WT -I3.9 WT -13.9 WT-65 0-6x -3 WT -121 WT -12.6 WT -126 1-4x -3 WT-121 WT -12.6 1-4 -0 WT -121 FUR OUT OVER EXISTING BASE BUIDLING WALL AS REQUIRED TO CONFORM TO DIMENSION PLAN REQUIREMENTS. I-4 /4x -I WT -16J FUR OUT OV EXISTING ASE I BUIDLING WALL{ AS EQUI D TO CONFORM 'TO D MENS PLAN RE UIREVIENT PROVIDE FOR A TO AL 0 3 LAYERS F 5 /ffi' DR WALL ON AUDITOR! lv1 SI E BE STAIR AN AU ITORILr. WT -126 0-4 -I L WT -13.1 1-6x -1 WT -I6.1 1 -4/4 -I 13.1 WT -121 1-4 -1 WT -12I 1 -4 -I 0 / / / / / / / / / i f / 1 \ i ce 0 \\,\ / / \\ \\ / /// / \.. \\ \\ / / �/ \\ \ / / \ / - r wDio WO N APPRO MQV F i GENERAL NOTES A) INSTALL LIGHT GUAGE METAL STUD PARTITION FRAMING TO ALLOW FOR ALIGNMENT OF DISSIMILAR WALL TYPES FACE OF FINISH. B) COORDINATE WALL TYPES INSTALLATION WITH WALL TYPE SCHEDULE SHEETS A701, A702, 4703, A72I, A722, A723, g A724. C) NOTE: "WT" WALL TYPE FLAG DESIGNATIONS GOVERN OVER AT A GLANCE WALL TYPE FLAGS. CONTRACTOR SHALL CLARIFY ANY CONFLICTS BETWEEN "WT AND AT A GLANCE WALL TYPE FLAGS PRIOR TO BIDDING. "WT" WALL TYPE FLAG SHALL GOVERN WT - 16J 1- 4/4x -I AT A GLANCE FOR CONTRACTOR CONVENIENCE LECEND PARTITION HAVING DOUBLE ROW OF STUDS REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS 'WT WALL TYPE FLAG SHALL GOVERN AT A GLANCE FLAG FOR CONVENIENCE NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF STUD NUMBER INDICATES STUD WIDTH (TWO NUMBERS SEPARATED BY A "/" INICATES A PARALLEL ROW OF STUDS STAGGARD) °x' INIDCATES TI--E FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (2) CONTIN. BEADS OF ACOUSTIC SEALANT BETWEEN METAL STUD TRACK AND STRUCT. DECK c) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF OPPOSITE STUD PARTITION HAVING SINGLE ROW OF STUDS .- V I -4x -1 WT -121 NUMBER INDICATES LAYERS OF DRYWALL ON FACE OF STUD NUMBER INDICATES STUD WIDTH "X" INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OPPOSITE STUD FACE AT A GLANCE FLAG FOR CONVENIENCE "WT' WALL TYPE FLAG SHALL GOVERN Rt -- CkENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS SHELL BUILDING WALL OR PARTION ''SHELL" DENOTES AN EXTERIOR WALL OR INTERIOR PARTION BUILT BY OTHERS UNDER SEPARATE PERMIT. REFERENCE THE DEVELOPER'S FERMI I I ED CONSTRUCTION DOCUMENTS FOR THIS INFORMATION. RATED WALL LEGEND TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I -HOUR FIRE RATED ASSEMBLY = TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I-HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION ME I S OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY SEAL: PROJECT FOR: PROJECT NAME: K''^''IiN DEA . uTNIAN Sro,rE OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 IAA H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SLIM 406 LENEXA, KS. 68214 -1695 1£t: 913-307-5300 FAX: 913 -307 -5400 NEB: WWN!HENDERSONENGINEERS.00M amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES W AT esifleki SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington p °aaV:2 V:4":41 u)2a. Z6 w w W _g ISSUE INFORMATION: KEY PLAN: SHEET NO.: SHEET TITLE: SHEET INFORMATION: g 44 PQ 1 PROJECT NO.: 223 - 383-05 SCALE: 1/8' -1'-0' WALL TYPE REFERENCE FLOOR PLAN - LEVEL 3 (EAST HALF) RECHVEL /- \ 2 6 2 JUL 12 7907 DATE: INFORMATION: 4- 21--05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS WT -22.0 El 0-0-1 WT-24.I I -4x -I WT -12.6 1-4-0 0-4x -I tt csi co D Q O 03 • N PROJECTION BOOTH 1 419 1 BASE BUILDING RAMP WALL WT -20.I 3-4x -I AUDITORIUM #4 104 SEATS WT -127 3-4x-0 WT -124 WT -124 3 -4x -I WT -15 I- 6/6x -3 I- 6/6x -3 WT -15 WT-15 1- 6/6x -3 WT -15 I- -6/6x -3 WT -12.7 3-4x-0 AUDITORIUM #5 LIU 144 SEATS WT -15 I- 6/6x -3 WT -20.I 3-4x -I WT -I6.1 1- 4/4x -1 WT -20J 3-4x -I P P 0 1 418 WT-I2.1 I -4x -I WT -20.1 3-4x -I WT -12.1 1-4x -I WT -121 RAMP IF 1;13 WT -12.7 3 -4x-0 J Z WT-12.1 1 -4 -1 BASE BUILDING RAMP WALL PROJECTION BOOTH WT-12J I-4x -I I-4x -I WT -I2I I -4 -1 W U_ LL U- O WT -12.6 0 EMPLOYEE BREAK RM z O _ Z U ~ w 7 Om 1 -4-0 WT -121 1-4x -I WT -121 412 1 I-4 -I WT -12.1 I-4x -I WT -20.I I -4x -3 WT -20J 1-4x -3 WT -12.6 1 -4 -0 WT -24.1 1-4x-0 WT -24.I 1-4x-0 1 1 1 1 1 WT -121 WT -20.I 3 -4x -I 0 W 0] 0 i Ui I_ 0 WT -24.I \ 1-4x -0 AUDITORIIJM 6 170 SEATS WT -24.I I -4x -I 0 PROJECTION BOOTH 1 417 . 1 WT -24.1 i WT -20.I M MI REM SLOPE f.N 1:2_ BASE BUILDING RAMP WALL 3-4x -I AUDITORIUM #7 144 SEATS co 0 i n co WT -127 3-4x-0 H PROJECTION BOOTH 1 416 1 WT -20.1 3-4x -I AUDITORIUM #8 Etir! 104 SEATS „ ta". L 07-554 WT -22.0 0-0-I 1 51- ELL WT -22.0 0-0-I WT -202 0-4x -3 ra Ezt ?lam ES I GENERAL NOTES A) INSTALL LIGHT GUAGE METAL STUD PARTITION FRAMING TO ALLOW FOR ALIGNMENT OF DISSIMILAR WALL TYPES FACE OF FINISH. B) COORDINATE WALL TYPES INSTALLATION WITH WALL TYPE SCI- IEDULE SHEETS A701, A702, A703, A721, A722, A723, A724. C) NOTE: "WT" WAI I TYPE FLAG DESIGNATIONS GOVERN OVER AT A GLANCE" WALL TYPE FLAGS. CONTRACTOR SHALL CLARIFY ANY CONFLICTS BETWEEN "WT' AND AT A GLANCE WALL TYPE FLAGS PRIOR TO BIDDING. I-4 /4x -1 WT -16.1 LEGEND PARTITION PAVING DOUBLE ROW OF STUDS PARTITION HAVING SINGLE ROW OF STUDS WT -12.1 SHELL BUILDING WALL OR PARTION RATED WALL LEGEND Ni 2:555552:52Z "WT" WALL TYPE FLAG SHALL GOVERN AT A GLANCE FOR CONTRACTOR CONVENIENCE F "WT" WALL TYPE FLAG SNAI I GOVERN AT A GLANCE" FLAG FOR CONVENIENCE NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF STUD REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS NUMBER INDICATES STUD WIDTH (TWO NUMBERS SEPARATED BY A ▪ INICATES A PARALLEL ROW OF STUDS STAGGARD) o x° INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (2) CONTIN. BEADS OF ACOUSTIC SEALANT BETWEEN METAL STUD TRACK AND STRUCT. DECK c) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF OPPOSITE STUD NUMBER INDICATES LAYERS OF DRYWAI I. ON FACE OF STUD NUMBER INDICATES STUD WIDTH o x• INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WI-ERE SHOWN) b) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OPPOSITE STUD FACE 1-4x -I f AT A GLANCE FLAG FOR CONVENIENCE "WT" WALL TYPE FLAG SHALL GOVERN REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS "SHELL" DENOTES AN EXTERIOR WALL OR INTERIOR PARTION BUILT BY OTHERS UNDER SEPARATE PERMIT. REFERENCE THE DEVELOPER'S PERMITTED CONSTRUCTION DOCUMENTS FOR THIS INFORMATION. = TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I -HOUR FIRE RATED ASSEMBLY = TENANT IMPROVEMENT PERMANENT PARTITION MFFTS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 HOUR FIRE RATED ASSEMBLY S TK J : e in n r• 11 re • rch e nto • ve. - n . •nto ■ - . 92 -< 8 P • e: 951.925 2504 Fax _ - 1 .92 Ja .02441 s&@ fidnc. SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: PROJECT NAME: rri ENGINEERS INCORPORATE D KEY PLAN: 8325 LENEXA DRIVE SUITE 400 LENExA, KS. 65214-1895 la: 913- 307 -5300 FAX 913-307-5400 wE6: wwwHENDERSONDIGINEERS.COM SHEET TITLE: SHEET NO.: mc Copyright 2006 - AMC REAM, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES AT SHOPP!NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington F !Pt a a mm2aW 3 -4 0 64, (44 PPM ihdEi ISSUE INFORMATION: SHEET INFORMATION: A263 9 VV-0 PROJECT NO.: 223- 383 -05 SCALE: 118' - 1' - 0' WALL TYPE REFERENCE FLOOR PLAN - LEVEL 4 (WEST HALF) JUL 1 2 790 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 1- 6/6x -3 WT -127 WT -20.I 3-4x -I WT -I5 I- 6/6x -3 AUDITORIUM #13 144 SEATS -20.2 I- 6/6x -3 WT -I5 WT -12.7 WT -121 WT -I6.1 I- 4/4x -I PROJECTION BOOTH 1 431 1 RAMP WALL WT -20.I 3 -4x -I WT -20.I 3-4x -I I-6/6x-3 WT -12.7 BASE BUILDING WT-IZI WT -1Z6 1 -4-0 WT - 121 WT -I21 I -4x -I WT-I6.1 1 -4/4 -0 WT -I2.1 1 -4x -I CLOSE JAN 410 WT -12.1 I 1-4x -I WT-I1.1 Nlii Il�ii, II 0 WT -24.I I -4x-0 WT -IZI WT -I21 1-4x -0 WT -20.I WT -12.1 WT -12.1 AUDITORIUM #14 170 SEATS WT -20.I WT -121 I -4x -I WT - 20.1 3-4x -I 1 -4x-0 WT -121 1-4x-0 WT -121 WT -24.I PROJECTION BOOTH 1 4321 WT -24.I WT -12.6 WT -24.1 3-4x -1 WT -20.I AUDITORIUM #15 Ecl4/ 144 SEATS BASE BUILDING RAMP WALL WT -121 WT -I0.1 gg ry PROJECTION BOOTH I 4331 0:34:4 Vitt AUDITORIUM #16 may:■ 104 SEATS 3 -4x -I WT -20.I WT -22.0 0-0-I WT -20.I 3-4x -I 1-4-0 BASE BUILDING RAMP WALL ROJECTION BOOTH 1 430 1 1-6/6x -3 3-4x -I J Q Z 0 W 0 LL LL O WT -12.6 1-4-0 WT -24.I 1-4x-0 I I I I / / i i WT -24.I 0-4x -I H GENERAL NOTES A) INSTALL LIGHT GUAGE METAL STUD PARTITION FRAMING TO ALLOW FOR ALIGNMENT OF DISSIMILAR WALL TYPES FACE OF FINISH. B) COORDINATE WALL TYPES INSTALLATION WITH WALL TYPE SCHEDULE SHEETS A70I, A702, A703, A72I, A722, A723, is A724. C) NOTE: "W' WALL TYPE FLAG DESIGNATIONS GOVERN OVER AT A GLANCE WALL TYPE FLAGS. CONTRACTOR SHALL CLARIFY ANY CONFLICTS BETWEEN "WT" AND AT A GLANCE WALL TYPE FLAGS PRIOR TO BIDDING. WT -16.I I- 4/4x -I "WT WALL TYPE FLAG SHALL GOVERN "AT A GLANCE FOR CONTRACTOR CONVENIENCE LEND PARTITION HAVING DOUBLE ROW OF STUDS REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS "WT" WALL TYPE FLAG SHALL GOVERN AT A GLANCE FLAG FOR CONVENIENCE NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF STUD NUMBER INDICATES STUD WIDTH (TWO NUMBERS SEPARATED BY A INICATES A PARALLEL ROW OF STUDS STAGGARD) "x" INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (2) CONTIN. BEADS OF ACOUSTIC SEALANT BETWEEN METAL STUD TRACK AND STRUCT. DECK c) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OUTSIDE FACE OF OPPOSITE STUD PARTITION HAVING SINGLE ROW OF STUDS + v v I-4x -1 WT -12I NUMBER INDICATES LAYERS OF DRYWALL ON FACE OF STUD NUMBER INDICATES STUD WIDTH "x" INIDCATES THE FOLLOWING: a) PARTITON TO RECIEVE ACOUSTIC BATT INSULATION BETWEEN STUDS (WHERE SHOWN) b) INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK NUMBER INDICATES LAYERS OF DRYWALL ON OPPOSITE STUD FACE AT A GLANCE FLAG FOR CONVENIENCE "WT" WALL TYPE FLAG SHALL GOVERN REFERENCE SHEET A72 SERIES DRAWINGS FOR WALL TYPE DETAILS SHELL BUILDING WALL OR PARTION E "SHELL" DENOTES AN EXTERIOR WALL OR INTERIOR PARTION BUILT BY OTHERS UNDER SEPARATE PERMIT. REFERENCE THE DEVELOPER'S FERMI I I ED CONSTRUCTION DOCUMENTS FOR THIS INFORMATION. RATED WALL LEEND = TENANT IMPROVEMENT PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I-HOUR FIRE RATED ASSEMBLY TENANT IMPROVEMENT PERMANENT PARTITION ME E I S OR EXCEEDS REQUIREMENTS FOR 2--HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR I--HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2- -HOUR FIRE RATED ASSEMBLY = BASE BUILDING PERMANENT PARTITION MEETS OR EXCEEDS REQUIREMENTS FOR 2 -HOUR FIRE RATED ASSEMBLY _ice in De.: n ro ReQistere• • rch itect 2575 Jacinto v, Jacinto ifoma 92583 -53 8 Phone: 941.9252504 Fa,c 51.92�.0244i F str@s8cina SEAL: --.11114 DF_A ROUTIVtAN SI ",TE Of' WASI1INGI CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENG INCORPORATED 8325 LENExA DRIVE SUM 400 LENEXA, KS. 68214-1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 t8: VAIAILHEHDERSCNENGINEERS.SOM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W AT J SHOPP!NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §1111111111111111 aaaaaa "a a a a t «ttnmatt, amc ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/8' -1'-0' SHEET TITLE: SHEET NO.: rri I 1 (.$ ! f -:I - I - ;ii LUl 9 PIN WALL TYPE REFERENCE FLOOR PLAN - LEVEL 4 (EAST HALF) A264 R EE1... r ED JUL 1. 7n17 DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1--06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS T.O. RAMP ACT -3 9' �• O T.O. PAW AFF. AUDITORIUM 14 &P., 104 SEATS I■■■ ■■■■ ■■■■■■■■ \ ■ ° NMI °■■■■■■ °■ °®■ ■• ' \■■■1I■■■1■ ■■■■ ■■■1■■ - . - . _ ■■I__ ACT -3 I� 11 I AF O E I■■■! ° s ''a• ,6 AUDITORIUM #5 144 SEATS T•ORAMP 7' OFF. T. . RAMP 1 _z_ I = A■■ ■ ■ ■ ■► INICIELEMIN MLA MiliiiiiiiiniMillilEt $ i 111111111MIIIMIMMO IL = : � •..:- �. -� � ■���7 sir � ■ ■►. -� - A y ��� � �1 q 1tek �Nir , �� ! o 'ILIMIliariMiST Nisrmor 4aL _Alt,_■.-er 44 , . . Aimmingssip.. t- -41r1t4y _,._,_ L _.._ --.1 ...________„„ lir F . , 4 , io. ____Ab . . • .• fir , a n1 I I 0 • ii ■ li ■■1■ --1 OFF. f 5` . 1mi Inn 0 Ell ! ■■ Ell ■■I ■ ■■ 1■� ■ ■■ ■■1■ ACTS a ®N ■■ ■CI■ I ■[n■ ■ ■S iIi @ t 1■ la P o -. MI f - , ' ' 1&�� ,_ ; ___ F2 ? : iuui ► ° EN O ■ 1 f f ° I .-. I- _ AUDITORIUM #7 I MOM Erdal 144 5 STS ACT -7 ACT -3 • • • ism • ■m1 ..`.� '° =mai ■ ■■ W ■ INE EMENE■■■■■■ OM :Z7 ■1=:1I ■■■■■■ ©[0 ■=1■■=Cl1■■ M■■■■■■I■I■■■ IMENN ■■■1■■ \ IEEEE•mmE EEErmimEENEeimEsENE©wmmdieD r.: ■ °■■■° AM °11■■°■■■ °■I■° ■■I /'44%-i-rl A h immimmmral ■ ■■ � MEIN ■ ° ■ I (36l I�... • �:_■■ �___ _� -_ __ __.__- _ Ii ■rte ■■�I 0ACT -5 I■ ■■ .ir ■'o'i I I ■©C,� ' ■ ■■ I■■!! IN II ■ ■■ MINI ■ o ■ (■■■ 1 ■■► o �� 4 I■ ° • Mr '7 _ Imo/ i'-2® 10 Ii ° OFF. ' . 1 iii MI ° o ill Iii ■ a 11 ■ ■■ OFF. f Mil f v 1 ili J!!! 11111 � ,■■■ � r.rrtrt 011111111111111111111 9' -6' T.O. RAMP EMIN ----j'itollimmmaga--E INN Mil 11111111.1.111F 1 1: ..I.E... - - � .:� 1111■ ■I IMMINEIN ■�■_� r.;: 1■ Mmm 1 1111 Irommai winos= - rrr�rrr�r��; rrr�rrr�rrrrra- rrr�rrrrrrrrrrrrrrrrrrrw . ' 1 ■■■■■ ■111■ ■ /1 ■■ d ■ ■°■E■0 t IUIII UIiUIII11111E f T. RAIF O " I AFF. AFB TYP 0 8'O' @ �D 1•111♦�j � l_ I.M1111• 1■111111M. i1111111111211111111>>>>/1111111111111111111111 11■ ■1 1■■•■i1 ,d i1.1111=1 2. SE PRO.ECTION LEVEL REFLECTS) CE LNG JG PLANS. 3. OPEN TO STRUCT. CONCRETE DECK, BEAMS, FIRE PROOFING ABOVE. REF. BAST~ BLDG. 4. QED GYPSUv1 BOARD CEILING RE: 6. RECESSED RESTROOM LIGHT COVE. RE: 7. INACCESSIBLE SPACE a ELEVATOR I- OISTWAY OPEN TO ROOF STRUCTURE ABOVE 9. NOUNED FASCIA TO RECEIVE SIGN ASSRIBLY. PROVIDE BACKING - • S REQU12ED. RE* SIGNAGE & WAYF1NDNG DRAWINGS. & RE 12. GYP. BOARD SOFFIT. RE' 13• AUDITORIUM ENTRY GYP. BD. 14. GYP. BOARD ROTUNDA SOFFIT COVE RE: 15. VERTICAL FACE OF ACOUSTICAL CEILING 16• LOBBY NDRECT LG-IT COVE SOFFIT RE: 17. BASE BULDNG FIRE RAM MECHANICAL ►•1 . RE: BASE BLARING DRAWINGS. 18. LIGHTING s ABO, BOX OFFICE E STOREFRONT CANOPES PROVE & INSTAL LED BY LANDLORD, POWERED AND CONTROLLED FROM AMC Ti PAr BOARD. PROVIDE POW RE: BASE BLDG & AMC T•I• ELECTRICAL DWGS. 22 23. KEY NOTES TRASH ENCLOSURE GYP. BD. W. RE: SUSPENDED ACOUSTICAL CEILING RE: FIMI9-1 HORZ G - BOARD RETLRN AT OPENING / DOOR I-EAD. PAINT. BASE BUILDING WALL, DOOR, WIDOW s♦ CANOPY ASSBv€UES. RE: BASE BUILDNG DWGS. GI -u V 00 orooro oor0 19. VENDING ALCOVE. RE= 20. GYP. BOARD STR iCT. DROP. 2L DIGITAL PLASMA SCREENS E RE CONCESSION LIGHT COVE RE: REC ' AL DWGS >♦ RE: VERTICAL COMBO .kr FIXTURES, MOUNTED ON COU. % SLRROLIND. RE= 24. ALD EMITTER TE I" DEVICE WALL MOUNT AT +IT -0' AFF• (OF.Oi) GENERAL. NOTES A REFERENCE FIE SAFETY DRAWINGS 0.NDER DEFERRED PERMIT) FOR SFRINKLER LAYOUT. B. REFERENCE FINISH SO- ELU-E SI -EETS A51I AND A5 I2 FOR ALL FNSI-ES NOT S1-TOWN. C. SWAY BRACING (WM-I COMPRESSION STRUT ASSEMBLY) IS REQURED AT ALL SLISRENDED CE LNG SYSTBMS WITWN 11-E FACULTY PER WC MATERIAL, TESTING, AND INSTALLATION STANDARDS 25212.3 (LATERAL BRACING OF SUTMED SYSTE7v1S) PROVIDE FOUR NO. 12 GAUGE WIRES SECIRED TO THE MAIN RIMER WIThUN TWO INCI -ES OF TI-E CROSS RUNNER NE2 INTERSECTION, E; SPLAYED 90 DEGREES FROM EACH 071-ER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM 11-E PLANE OF TI-E CLING. A STRUT FASTENS) TO TI-E MAIN R1.14\S2 SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING TI-E ROOF CR FLOOR Al3OVE THE STRUT SHOLI D BE ADEQUATE TO RESIST TI-E VERTICAL COMPONENT INDUCED BY TI-E BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED NOT MORE THAN 12 FEET ON CENTER N BOTH DRECTIONS WITH THE FRSr POINT WLTHN 6 FEET FROM EACH WALL REFERENCE DETAL L Z 4, 6/41009. D. ALL CEILING 149G-CMS DESIGNATED ON THE REFLECTED CLING PLANS ARE ABOVE +0-0 FN61 -I FLOOR LN ESS NOTED OT1- 132WISE E CORRIDOR LAY-rN CEILING TILES TO BE CENTERED N CORRIDOR. F. LG-ITS AT LAY-IN CLING TILE TO BE CANTERED IN TILE G. L IGI -ITS AT GYPSUM BOARD CE L NGS / SOFFITS ARE TO BE CENTERED AND EQUALLY SPACE] , MESS NOTED OTT- WISE REFLECTED CBUNG LECEND REFERENCE NEC - !ANICAL AND ELECTRICAL DRAWINGS FOR EQUPMENIT AND FIXTURE SCI - EDLIES. GENERAL MINES GYPSUM BOARD CING LAY -IN CEILING SYSTEM CEILING L-EIGI -Tr AF.F. a 40-0 SOFFIT PANT COLOR DESIGNATION & RERECTANCE R. FNSI•I SCI-EDU_E (E) ES) = EGG SI-E L (P) = PEARL (SG) - SEMI-GLOSS ACOUSTICAL CEILING TLE DESIGNATION REF. FINISH SCI - JLLE MECHANICAL LINEAR DIFFUSER CEILNG DIFFUSER CEILING REGISTER CEILING REGISTER B -LAUST REGISTER ELECTRICAL F O 1 RECESSED WALL WASH DOWN LIGHT• RECESSED DOwNLIGI -IT. RECESSED EMERGENCY DOWN..IGI -ET. 7x4' FLUORESCENT TROFFER. 2'x4 ENERGENCY FLUORESCENT TROFFER. 0 PENDANT DOWNI_IGI -IT. to WALL MOLTED UGHT FIXTURE CABLE SUSPB TRACK / UGLNT FIXTURE SYSTEM 1.0 SELF POWERED EXIT LIGHT SIGN. ® 4' -0' FLUORESCENT STRP LIGHT FIXTURE PE RIv1ETEf2 WALL MTD FDCTLRE w/ STL COVE I- 10USNG. I x4' TROFFER. I' x4' EMERGENCY FWORESCENT TROFFER. TRASH B 4CL_OSLRE UST -Ei2 LIGHT 1 STANDARD I c I kA WHITE COLORED FLJIBL.E COVE RXTIRE CLOSED CIRCUIT SECURITY CAMERA EMBRGENCY IBA I I r Y FIXTLRE FIRE ALARM SPEAKER / STROBE COMBINATION. FIRE ALARM SPEAKER. CEILING MOUYTED. SPEAKER CEILING MOUNTED OCCUPANCY SENSOR I-EAT DETECTOR ALD EBvEITTER (OF.oJJ mew RWC EMITTER (OF.o•IJ �I�■r� RWC LE] SIGN (OF.O.I) _ " • - •r �_e SEAL: J I Kevin Re istere 2575 San Jacinto Pho no: 941.92512504 e. PROJECT FOR: PROJECT NAME: KEY PLAN: SHEET TITLE: SHEET NO.: roLLtm d A ve„ Ja r 951.92 .0244 A LJEAN ra OMAN STATE OF VVASHI G ; C;\ CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (81 6) 421 -1956 IAA ENGINEERS INCORPORATE D 3325 LENEXA DINE SUITE 400 LFNEXA, KS. 86214-1695 TEL: 913- 307 -5300 FAX: 913 -307 -5400 WEB: MAI V. HENDERSONENGINEERS.COA amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 i 16 THEATRES AT SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County gilt cc Tu �� kwila, W ttrry O Yl!!12@ ( LIlL �( L j I11 �( 2 j ugu3ugiu� g175iiu�uig175ITi ii175c75g I-cil - a aQaaaa - ti sml)2 } Eva rodwilni ISSUE INFORMATION: M co SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/8' -1 REFLECTED CEILING PLAN - LEVEL 3 (WEST HALF) A311 REO W D JUL 12 ?RR , Cr�IV1; I • 1.11111111 Mail 11111 IN E IRM MI LW lilt NM Illr Illfflui mg I I • 111 MUM I II4 NNE IIIMMII In mmmiiimm.42 - 0.rniumniumniumn===■,.. mu NNE • II NNE =17 Lilitir iMil • ENE NM Mill ENNUI. Nib. IIIIIIIP. 11111111 !III 1 ENE 11.11 ah4 44 1 C AL 40 , A •; - Npr Mr NUF 1 ---■- El 1111 1111111 nil mu III MIN 11:11 NM 1111 NM 1113 Ill IC.. mmiwommimmaiskamimmismimTraiiimissmasuminb .114riig 4F., 4 00, .4iIIIKEEV ,.EMLIMINIMERIEiftik..0-9/ . j o logPREEE. 1 0 6 -, AMMON Im• mom mintniii. , Javgammildik if* I" i m mm i....IN rni...mmsor, eamirapprima,,,i A k A A -, wor,;- _' tommaleamiliAr.Kor___,A, izza•••• III1V I ACT-5 Ft mid1111111MIMPF?' LIZIMEMEEIlLyanim *•■iummiPPP r uri+ Aimilummummiumnii Al 0 EMU 0 1111111111311111 EZ magi moimmummimimmiumminmENE, mmi Ak7 1 V 11 71.11111.11.1 10 ILJI "v Nizrv% ACT-3 9 TO. RAMP I 20 MIT:111111 1 111 1 P1 111111 11111 I AFF M ME-'=111•IMMINIMMENNIME :411 111111 • -- _ .- -1111 NMI 11111 imam =31111MSII=SIMIMIN ion t ht-4 4 .4 7 AFF I : .kiminpont om &-FF. NMI I sons= minimins 7'6' imminammiumnamor EMICHIMINMIEM lir IMMERMIIIIIMEME11111/ • A, . I( • 1 9•-6• T.•. RAMP C7 eNr" 0 0 (5 \\ KEY NOTES I. 'TRASH ENICLOSUZE GYP. D. I.D. RE: 2. SEE PRO.ECTION LEVEL RERECTED CELNG PLANS. 3. OPEN TO STRUCT. CONCRETE DECK, BEAMS, F PROOFING ABOVE REF. BASE BLDG. 4. SUSPENDED GYPSUM BOARD CEUNG, RE: 5. SUSPENDED ACOUSTICAL OELING RE: FNSI-1 6. RECESSED RESTROOM LIGHT COVE. RE: 7. NACCESSBLE SPACE 8. ELEVATOR HOISTWAY OPEN TO ROOF STRUCTURE ABOVE 9. NOLNED FASCIA TO RECEIVE SIGN ASSEMBLY. PROVIDE BACKING E POWER S REQURED. RE: SIGNAGE E WAYFINIDNG DRAWINGS. & RE: to. IL 1-10z G BOARD RETURN AT OPEING / DOOR I-EAD. PAINT. BASE ELIDING WALL DOOR, WINDOW E CANOPY ASSBABLES. RE: BASE EULDNG DWGS 12. GYP. BOARD SOFFIT. RE: G. AUDITORIUM ITRY GYP. BD. 14. GYP. BOARD ROTUNDA SOFFIT COVE RE' 5. VERTICAL FACE OF ACOUSTICAL CEILING 16. LOBBY INDIRECT LIGHT COVE SOFFIT RE: U. BASE ELIDING FRE RAM NECHANCAL ri BASE BELONG DRAWNGS. • LIGHTING 0 ABO, BOX OFFICE E STOREFRONT CANOPIES PROVPIDED E INSTALLS BY LANDLORD, POWERED AND CONTROLLED FROM AMC Ti PAINEBOARD. PROVIDE POWER RE: BASE BLDG & AMC Ti. ELECTRICAL DWGS. 19. VENDING ALCOVE RE: 20. GYP. BOARD STRUCT. DROP. 21. DIGITAL PLASMA SCREENS 22. CONCESSION LIGHT COVE RE: AL DWGS E RE 23. VERTICAL COMBO FIXTURES, MOLNTED ON COLINN S.PROLND. RE: 24. ALD EM1TTE2 DEVICE. WALL MOUNT AT +17-0" AFF. (OF.OD GENERAL. NOTES A. REFERENCE FRE SAFETY DRAWINGS (UNDER DEFERRED PERMIT) FOR SPRINKLER LAYOUT. B. REFERENCE FNSI-I SCI-E11E S-TS A5Il AND A512 FOR ALL FNISI-ES NOT SHOWN. C. SWAY SPACING (WM-I COMPRESSION STRUT ASSEMBLY) IS RECLEED AT ALL SUSPENDED CEIIIG SYSTEMS WIT1-IN THE FACIUTY PER WC MATERIAL, TESTNG, AND INSTALLATION STANDARDS 252123 (LATERAL BRACING OF SUSPENDED SYSTBAS PROVIDE FOUR NO. 12 GAUGE WIRES SECURED TO 11-E MAN RUN1 WITHIN TWO NCI-ES OF 11-E CROSS RLMER NTE3SECTION, & SPLAYED 90 DEGREES FROM EACH 011 AT AN ANGLE NOT EXCEEDNG 45 DEGREES FROM TI-E PLANE OF Tl CEILING. A STRUT FASTENED TO 11 MAIN RUNE? SHALL BE EXTENDED TO AND FASTENED TO TI-E STRUCTURAL MEMBERS SLFPORT1NG 11-E ROOF OR FLOOR ABOVE TI-E STRUT %DUD BE ADEQUATE TO RESIST 11 VERTICAL CONPONENT INDUCTED BY Tl BRACNG WRES. TI-ESE HORIZONTAL RESTRAINT FONTS SHALL BE RACED NOT MORE THAN 12 FEET ON CENTER IN BOTH DIRECTIONS WITH 11-E MST PONT WM-N 6 FEET MOM EACH WALL IZEFERENOE DETAIL I. 2, 4, 6/A1009. D. ALL CEILING iGI-ITS DESIGNATED ON TI-E REFLECTED CEING FLANS ARE ABOVE 40-0 FINISH FLOOR MESS NOTED 011-ERWISE E. CORRIDOR LAY-IN CEILM TIES TO BE CENTERED N CORRIDOR. F. uGurs AT LAY-N MING TILE TO BE CENTERED N TLE G. LIGHTS AT GYPSUM BOARD CELNGS / SOFFITS ARE TO BE CENTERED AN EQUALLY SPACE , UNLESS NOTED 011 REFLECTED CEIUNG LEGEND REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT AND FIXTURE 501-EDULES. GENERAL FINISHES . . A L P-1 (E) 1 I (ACT-I) GYPSUM BOARD OILING LAY-N CEIUNG SYSTEM CLING AFF. o +0'0 SOFFIT PAINT COLOR DESIGNATION & REFLECTANCE REF. SCI-EDULE (1) 1ES) = EGG SI-LL (P) = PEARL (SG) - SEMI-GLOSS ACOUSTICAL CELL TILE DESIGNATION. REF. FINESI-1 Sa-EDULE MECHANICAL LINEAR DFFUSER CEILING DIFFUSER CEILING REGISTER CEILING REGISTER EX1-1AUST REGISTER ELECTRICAL • RECESSED WALL WAS-I DOWN LIGHT. oorooro RECESSED COWNLIGHT. or RECESSED EVERGENCY DOVVNUGHT. 0 I0 FO 101 Pr] PENDANT DOWNLIGHT. WALL MOUNTED LIGHT FDOURE. CABLE SUSPENDED TRACK I LIGHT FIXTURE SYSTEM. SELF POWERED EXIT UGHT SIGN. 4'-0" FLUORESCENT STRP LIGHT FVTIRE PERIMETER WALL MTD FIXTURE w/ STL COVE HOUSING. l'x4' FLUORESCENT TROFFER. 5:4' EMERGENCY FLUORESCENT TROFFER. 2 ' x4 ' FLUORESCENT TROFFER. 2'x4 EMERGENCY FLUORESCENT TROFFER. TRASH ENCLOSURE USI-ER LIGHT STANDARD I tIkA wwrrE COLORED FLBOXE COVE FIXTURE CLOSED aRcurr SECLRITY CAMERA, EMERGENCY BATTERY FIXTURE FE ALARM SPEAKER I STROBE CONIBNATION. FIRE ALARM SPEAKER. CEILING MOUNTED. SPEAKER CEILING MOLNTED OCCUPANCY SENSOR 1-EAT DETECTOR ALD EMITTER (OF.O.D RWC EMITTER (OF.OJ.) RWC LED SIGN (OF.O.D _L SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 Fax: (616) 421-1956 HENDERSON ENGINEERS INCORPORATED 8325 LENEXA DRIVE SATE 400 LENEXA, KS. 68214-1695 1EL: 913-307-5300 FAX 913-307-5400 VEB: IWAV.HENDERSCNENDINEERS.COM PROJECT FOR: DEAN IP,OUTivAN STATE OF WASHINGTON . amo Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES li p A T SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington rMMM ifi M 4 la Fa 2ca gang ggg :1? m coma_ Yi I g PJ Mu2,g1 r2 ISSUE INFORMATION: DATE: 4-21-05 5-4-05 5-1-06 6-7-06 7-18-06 8-21 - 06 1-15-07 KEY PLAN: SHEET TITLE: SHEET NO.: esdebi INFORMATION: FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: 1/8' - 1'-O' REFLECTED CEILING PLAN - LEVEL 3 (EAST HALF) A312 JUL 127"7 ;'ttim:; RECENED J H DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9-7-07 DELTA -1 SET 0 N Kr8) 67=) ACT -3 >G I MMI MM —� � ..„, = � IIIIAI ° Util 1—.0,..11111,1411111,111 .��.I � IiIhuiIIIIIII � � iili!!! a AIIIIIIIIIIIIIIIII U I o iii LWL 11 emiftlillIENIIIIIIIIMDIE UM IIIMEIMINE � 24 'I V4' � _ �- _�� _-- M ' o 111111111 � wm ME A iihMrms MI iiiiliaiiiiiiiiiMiiiMMMilli liiinill immiongrum. iti EMINIMIEEPREMENEEMEIII !El MIEEIIII IIMEIME 111.11 lrol ::4111! 11111.11 RALIC1 1110111•E M MB r/111111 II I 111111 1111 IIIIIIIIIIEIM Mil MINIM IMII I= Wit-EMI maim im 11111 III III= um mu= = VARIE = MIEN I r0111111 III ll wommomm NE mmil winom girailli NE mom m m No PIM MEM III =ME miff 14 ] =Mil= 0 1.1111.111111 Eli ITS IIIIIMEMEM=1:111=11111111MEMINIE MN= 11E11 illiti 1111E1111111 MEM ME= SM MIME= NMI MR" UN'IMMIN' iiinirelIEML IIINIIIIIIIIIIIIIIIIIIMI MI "ii 1 tI b IBM ....4 E MIN 28 • 1 : I I/4' 0 0 io 10 it. 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SEISMIC CEI.IJG .JOINT REF, 2 GYP. BOARD TRIM ABOVE MURAL LIGHT COVE BELOW. RE a OPEN TO STRUCT. CONCRETE DECK, BEAMS, E FRE ABOVE REF. BASE 6LDG. 4. 9JSPENDIED GYPSUA BOARD CEILING, RE 5. SUSPENDED ACOUSTICAL CEILING RE* RINSE SCI -ED. RE= 6. NO ACOUSTICAL TILES WI-ERE ROOF ACCESS LADDER, AS 8. KEY NOTES VERTICAL FACE OF ACOUSTICAL CEILING TILE, RE: SHOWN. f 1ACCESSELE SPACE ELEVATV LII1.4.I • Y IV TO '.. • I. BASE BOLDNG WALL, BULDNG DWGS. 12. BASE BOLDNG FIRE RATED MECHANICAL 51-IAFT. PE BASE BOLDNG DRAWINGS: MECHANICAL SI -1AFr (2 I -10.12 RATED SI -IAFT ASSAY). RE: MECHANICAL DRAWINGS FLOOR PENETRATION COORDINATION REQUIRED IN MEZZANINE DECK. RE= BASE BOLDING DRAWINGS. 14. ALD EMITTE DEVICE AT AUDrrORLM SIDE WALLS RE: ELECTRICAL DWG'S. AND AWITORI M INTERIOR ELEVATIONS. B. ALD ENT DEVICE AT AUDITORIUM PEAR WALL RE: E RE' ELECTRICAL DWG'S. 16. RWC DEVICE, AT AUDITORIUM REAR WALL RE: ELECTRICAL DWG'S. (ALA. #I4 ONLY) 17. LID SIC. FOR RWC DEVICE, AT AUDITORIUM REAR WALL. RE: RE: ELECTRICAL DWG'S. (ALA. #14 ONLY) GENERAL NOTES A REFERENCE FIRE SAFETY DRAWINGS (UNDER IDEFBWED PERMIT) FOR SPRN:LER LAYOUT. a REFERENCE FINISI -I SCI -EDLLE SI-iEErs A51 AND A512 FOR ALL FINIISl -ES NOT SHOWN, C. SWAY BRACNG (WITH COMPRESSION STRUT ASSBv®LY) IS REQURED AT ALL SUSPENDED ca ING SYSTEMS WM- I N THE FACLJTY PER WC MATERIAL, TESTING, AND NSTALLATION STANDARDS 25.2123 (LATERAL BRACI'IG OF SUSPENDED SYSTBv1S) PROVIDE FOUR NO. 12 GAUGE WIRES SECURED TO THE MAN RUNNER WCENN TWO INCr-ES OF 11-E CROSS RUNNER INTERSECTION, E SPLAYED 90 DECKS FROM EACH OTI-82 AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTENED TO TI-E MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO 11-E STRUCTURAL MEMBERS SI FPORTNG TI ROOF OR FLOOR ABOVE THE STRUT SHOLID BE ADEQUATE TO RESIST TI-E VERTICAL COMPONENT NIT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT FONTS SHALL BE PLACED NOT MORE THAN 12. FEET ON CENTER N BOTH DIRECTIONS WITH THE FIRST PONT WM-1N 6 FEET FROM EACH WALL REFERENCE DELAL I, 2, 4, 6/41009. ALL CEILING 1- EIGHTS DESIGNATE ON THE REIECTE7 CEILING PLANS ARE ABOVE +0-0 FINISH FLOOR LN.ESS NOTE) OTHERWISE E. CORRIDOR LAY-N CBLt 1G TILES TO BE CENTERED N CORRIDOR. F. L GETS AT LAY-IN (MNG TILE TO BE CENTERED N TILE. G. LIGHTS AT GYPSUM BOARD CBLNGS / SOFFITS ARE TO BE CENTERED AND EQUALLY SPACE) , L.N.ESS NOTED O11- ERWISE I ALL EXPOSED BASE BOLDING HORIZONTAL AND VERTICAL DRAIN PPM LEADERS WITH N TI-E AUINTORLIA DEvdSED (LNG SPACE S1-IOU-D BE ACOUSTICALLY WRAPPED PER GENERAL REQUIREMENTS. NOTE n25, SHEET TI03 REINICE SHEET A531-A532 FOR AW. CLG. I- EIGHTS, RERECTED cEIUNG LEGEND REFEICENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT AND FIXTURE SCI- IEDLLES. GENERAL FINISHES fJ P-I (i) (ACT -I) MECHANICAL LI•EAR DIFFUSER' CEILING REGISTER D EXHAUST REGISTER ELECTRICAL 0 10 FO I 0 1 En1 „ -- GYPSUM BOARD CEILING LAY-IN CEILING SYSTEM cEI..WG I-EK -fI AFF. • +0-0 SOFFIT PAINT COLOR DESIGNATION E REFLECTANCE. REF. RNISH SCE- EDLULE (,) (ES) - EGG SI-ELL (P) a PEARL (SG) a SEMI -GLOSS ACOUSTICAL CEILRIG TILE DESIGNATION. REF. FINISH SSE CEILING DFFUSER EEIUNG REGISTER RECESSED WALL WASH DOWN LIGHT. RECESSED DOWNLIGHT. RECESSED BvERGENCY DOWNLIGI -rf. PENDANT DOWNLIGHT. WALL MOUNTED LIGHT FIXTURE. CABLE SUSPENDED TRACK / LIGHT FIXTURE SYSTEM Sa_F POWERED EXIT UGI-IT SIGN. 4' -0' FLUORESCENT STRIP L G1-tf FDCTLRE PERIMETER WALL MTD FIXTURE w/ STL COVE HOUSING. I' x4' FLUORESCENT TROFFER. 1'x4' EMERGENCY FLUORESCENT TROFFER. 2'x4' FUJORESCENT TROFFER. TRASH ENCLOSURE USI- R UGHT STRUCTL RE ABOVE ASSEMBLES. RE' BASE 2'x4 BvERGENCY FLUORESCENT TROFFER. STANDARD 1 t I kA WHITE COLORED FLEXIBLE COVE FIXTURE CLOSED CIRCUIT SECURITY CAMERA. EMERGENCY BATTERY FIXTURE FIRE ALARM SPEAKER / STROBE COMBINATION. FIRE ALARM SPEAKER. CEIUNG MOUNTED. SPEAKER CELNG MOUNTED OCCUPANCY SENSOR I-EAT DETECTOR ALD EMITTER (OF.O.I.) RWC EMITTER (OF.OJ.) RWC LED SIGN (OF.O.L) E RE: ON* 41 e in Den routm -n egist • rchl to 2575 Jac • . Ja ' to ■ . 'rfom a 92553 -5318 Phone: 951.925 2504 Fax: SEAL: 1.92 .0244 stk@ CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS I N C 0 R P 0 RATE D 8325 LENEXA DRIVE SUITE 400 LENE](A, KS. 66214 -1695 TEL.: 913-307-5300 FAQ 913- 307 -5400 WEB VIVAV.HENDFRSONFNGINEERS.COM PROJECT FOR: 1 Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES 8 6 KEY PLAN: SHEET TITLE: SHEET NO.: rim SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington IuIJ W rim Di W ui �i u33 �3 uii �i �i ° aaaaaaaaa�a mtn�au, J ISSUE INFORMATION: SHEET INFORMATION: 4 PROJECT NO.: 223 - 383 -05 SCALE: 1/8' -1'-0' REFLECTED CEILING PLAN — LEVEL 4 (WEST HALF) A313 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5- -4 -05 FEASIBILITY FLOOR PLAN C b l 30% TENANT PLANS 6-7-06 © C © 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9 -7 -07 . /1 / 1 I 0 1 , o I® 0 e ' C \ >1 ► I c. r-a ` 0' < g r , o 0 ' O o 0 ) r I , O 0 0 O CO .a i � 0 0 0 O AQT73 N N ■■k \ / /\ r N_/ /\ Ik/ARIES 14 0 c 'o 0 I o I r - 4. I /I o/ © © DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5- -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9 -7 -07 DELTA -1 SET 0 Cia 0 0 KLI') (v) cq C Kg) 0 0 4 • o ry i fit. 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KEY NOTES VERTICAL FACE OF ACOUSTICAL CEILING TILE, 12E 2. GYP. BOARD TRIM ABOVE MLRAL LIGHT COVE BELOW. RE 3. OPEN TO STRUCT. CONCRETE DECK, BEAMS, E FIRE PROOF] ABOVE RE-F, BASE BLDG. 4. SLR GYPSUM BOARD CEILING, RE= 5, SUSPENDED ACOUSTICAL GEEING RE= FINISH SCI-®. RE= 6. NO ACOUSTICAL TILES WI-ERE ROOF ACCESS LADDER, AS SHOWN. NACCESSIBL.E SPACE ELEV1T•.• Y BASE BUILDING WALL, DOOR E WINDOW ASSEMBLES. RE= BASE BLIILDNG DWGS. 12. BASE BUILDING FIRE RATED MECHANICAL SHAFT. RE= BASE BULDNG DRAWNGS= MECHANICAL SHAFT (2 I-CLP RATED SI-IAFT ASSEMBLY). RE= MECHANICAL DRAWNGS. FLOOR PB1ETRAT1ON COORDINATION REWIRED IN Ni=_ANI■E DECK. RE= BASE BUILDING DRAWINGS. 14. ALD Etvir DEVICE. AT AUDITORIUM SIDE WALLS. RE= ELECTRICAL DWG'S. AND ALAITORILYM1 INTERIOR ELEVATIONS. 15. ALD EMITTER DEVICE AT AUDITORIUM REAR WALL RE= E RE= B.ECTRICAL DWG'S. 16. RWC DEVICE, AT ALDITO RILIM REAR WALL RE ELECTRICAL DWG'S. CAW. n14 ONLY) 17. LED c FOR RWC DEVICE, AT AUDrrORLIM REAR WALL RE= E RE: 8-ECTRICAL DING'S. (AI.D. ttI4 ONLY) GENERAL NOTES A REFERENCE FIRE SAFETY DRAWINGS (IND132 DEFERRED PERMIT) FOR SPRINKLER LAYOUT. B. REFERENCE FINISH SCE -EDULE SIB fS A511 AND A512 FOR ALL FNSI-ES NOT SI -TOWN. C. SWAT BRACING (WITH COMPRESSION STRUT ASSEMBLY) IS REQUIRED AT ALL SUSPENDED CEILNG SYSTEMS WCTHIN TI-E FACILITY PER UBC MATERIAL, TESTING AND INSTALLATION STANDARDS 25.2123 (LATERAL BRACING OF SUSPENDED SYSTEMS) PROVIDE FOLK NO. 12 GAUGE WIRES SECLRED TO THE MAIN RLNNER WITHIN TWO NCI-ES OF 11-E CROSS RIMER NTHZSECTION. E SPLAYED 90 DEGREES FROM EACH O11-ER AT AN ANGLE NOT EXC®NG 45 DEGREES FROM T1-E PLANE OF TI-E CEILING. A STRUT FASTENED TO 11-E MAIN RLI112 51-IALL BE ECTENIDED TO AND FASTENED TO THE STRUCTURAL 1v'SvEBE2S SLPPORTNG THE ROOF OR FLOOR ABOVE THE STRUT SHOULD EE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY T1-E BRACING WIRES. TI -ESE 1.10R20NTAL RESTRAINT POINTS SHALL BE PLACE NOT MORE THAN 12 FEET - ON CENTER N BOTH DIRECTIONS WITH THE FIRST PONT WM- I N 6 FEET FROM EACH WALL RFERENCE DETAIL I, 2, 4, 6/41009. D. ALL CEILING 1- EIGHTS DESIGNATED ON THE REFLECTED CBLNG PLANS ARE ABOVE +0-0 FNS FLOOR LJ<NLESS NOTED OTI -WISE E. CORRIDOR LAY-IN GELLING TILES TO BE CENTERED IN CORRIDOR. F. LIGHTS AT LAY-N CHJNG TILE TO BE CENTERED IN TILE G. LIGHTS AT GYPSUM BOARD CEILINGS I SOFFITS ARE TO BE CENTERED AND EQUALLY SPACED , LN_ESS NOTED OTHERWISE 1-L ALL EXPOSED BASE BULDING 1- 10RIZONTAL AND VERTICAL DRAIN PPING LEADERS WITH IN TI-E AUDITORIUM DEVISED CELNG SPACE 51OLI-D BE ACOUSTICALLY WRAPPED P82 GENERAL REQURBv1Fr'ffS. NOTE fl SE-1EET 1103 L R6 OE SHEET 4531 -A532 FOR ALD. CLG. I-EIGHTS. REFLECTED CEIUNG LEGEND REFERENCE MECHAtNICAL AND ELECTRICAL DRAWINGS FOR EQLIPM8.IT AND FIXTLRE Scl- EDLIES. GENERAL FINISHES GYPSUM BOARD CEIJNG LAY-IN C EIL.ING SYSTEM A W- CEILING 1 -EIGHT AFF. e +0 P -I (a) I (ACT -I) SOFRT PAINT COLOR DESIGNATION E REFLECTANCE. REF. FNISH S -EDULE (a) (ES) = EGG SHELL P) II PEARL (SG) * SEMI-GLOSS ACOUSTICAL GEEING TILE DESIGNATION. REF. RNISH Sci -EDULE MECHANICAL 77 7 ooro Cir oor0 i CEILING REGISTER EXHAUST REGISTER ELECTRICAL 0 I0 0 H) LINEAR DID CEILING DIFFUSE CEILING REGISTER SPEAKER STRUCTLIRE ABOVE RECESSED WALL WASH DOWN UGI-IT. RECESSED DOWNLIGHT. RECESSED EMERGENCY DOWNLIGHT. PENDANT DOWNLIGI -IT. WALL MOUNTED LIGHT FIXTURE CABLE SUSPENDED TRACK / LIGHT FIXTURE SYSTEM SELF POWERED EXIT LIGHT SIGN. 4'-cT FWORESCENT STRP LIGHT FIXTLRE. PERIMETER WALL MTD FIXTLRE w/ STL COVE HOUSING. I'x4' FLUORESCENT TROFFER. I'x4' evERGENCY FLLJORESCLBNT TROFFER. 2'x4' FLUORESCENT TROFFER. 2'x4 EMERGENCY FLUORESCENT TROFFER. TRASH ENCLOSURE USI-ER UGHT STANDARD I t< I RA WWTE COLORED RENELE COVE FD(TLRE CLOSED CIRCUIT SECLRITY CAMERA. EMERGENCY BATTERY FD<TLRE FIRE ALARM SPEAKER / STROBE CONEBNATION. FIRE ALARM SPEAKER. CELING MOUNTED. CEILING MOUNTED OCCLFANCY SENSOR I-EAT DETECTOR ALD EMITTER (OF.OJ.) RWC EMITTER (OF.O.L) RWC LED SIGN (OF.O.L) ERE= SEAL: J rchitegt en Ja nto, Oafs m.a 92583 -53 8 1.92q".0244I Em 24 CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rim ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WETl WWW.HENDERSONENGINEERS.COIA PROJECT FOR: amc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT U) ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: SHEET NO.: A314 SHOPPINGTOWN SOLITHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g uaimmfflm@mmil RAM ggWWilUPiuu) g P.C3.7 a aaaa as mu)ma PROJECT NO.: 223- 383 -05 SCALE: 1/8' 41-0' REFLECTED CEILING PLAN LEVEL 4 (EAST HALF) DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5- 1---06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS SLOP ■ moirjl II ROOF OPENING = 18.5x18.5 APPROX. WEIGHT = 84 LBS. A1010 ROOF OPENING = 14.5x14.5 APPROX, WEIGHT = 64 LBS. ROOF OPENING = 18.5x18.5 APPROX. WEIGHT = 84 LBS. 4r 4 Ezim I STOP SLOP w C U) SUPPLY OPENING = 66,875x46.875 RETURN OPENING = 80x62.3125 APPROX. WEIGHT = 15,921 LBS w O i) A1010 ROOF OPENING = 18.5x18.5 APPROX. WEIGHT = 84 LBS. 0 ROOF OPENING = 18.5x18.5 APPROX. WEIGHT = 84 LBS. 0 10 :ate ♦n ROOF OPENING = aka • 14.5x14.5 APPROX. WEIGHT = 64 LBS_ i 10=MI •li����>•€>rrrr.rLll...■>N. !1• IJI■I ..E -- ..:. _.� B SI n ❑OF OPENING 18.5x18.5 APPROX, HT = 84 LBS. w ROOF 18.5x1 PPR =84 PENING = .5 X. WEIGHT LBS. ROOF OPENING = 14.5x14.5 APPROX. WEIGHT = 64 LBS, IL D- O LO SUPPLY OPENING = 66.875x46.875 RETURN OPENING = 80x62,3125 APPROX, WEIGHT = 16,654 LBS ELI 1_1 ROOF OPENING = 18.5x18.5 APPROX, WEI . T = 84 LBS. 0 (TYP OF 4 ) ROOF OPENING = 14,5x14,5 APPROX. WEIGHT = 64 TYP LBS. 0 I SUPPLY OPENING = 66,875x46.875 q RETURN OPENING = 80x62.3125 APPROX. WEIGHT = 16,654 LBS CrYP OF 3) w ROOF OPENING = 0 18.5x18.5 APPROX. WEIGHT = 84 LBS. ROO F' OPENING = 18,5x18.5 APPROX. WEIGHT = 84 LBS. ROOF OPENING 18.5x18.5 APPROX, WEIGHT = 84 LBS. L ROOF OPENING = 18.5x18,5 APPROX. WEIGHT = 84 LBS. 0 SUPPLY OPENING = 66.875x46.875 RETURN OPENING = 80x62.3125 APPROX. WEIGHT = 15,921 LBS A1010 NOTE KEY I. BASE BUDDING PARAPET ASSEtV LY. RE: BASE BUILDING DRAWINGS. 2. ROOF DRAIN AND OVERFLOW DRAIN. 3. BASE BUILDING ROOF NENERANE RE: BASE BUILDING DRAWINGS. 4. BASE BUILDNG ROOF ACCESS RE: BASE BUILDING DRAWINGS 5. BASE BUILDING E-QUIPNIENT PLATFORM FOR AMC REMOTE CONDENSER UNIT(S). RE: MECHANICAL AND ELECTRICAL DRAWINGS. RE: BASE BUILDING DRAWING BASE BUILDING 6. SHOT METAL LINE SET HOUSING FOR ROOF PENETRATION WCTH SI-EET METAL TOP COVER. RE: BASE REDING DRAWINGS. 7. RTU UNrr WITH SOUND ATTENUATING PRE- FABRICATED ISOLATING 11-IY CURB" ASSEME3LY OVER BUILT UP CONCRETE CURB. RE: NECHAMCAL AND ELECTRICAL DRAWINGS. RE: BASE BUILDING DRAWINGS RE: 4 /AIOIO. 8. BASE BUILDING CRICKET WITH TAPERED ROOF INSULATION FOR POSITIVE DRAINAGE TO ROOF DRAIN. RE: BASE BUILDING DRAWINGS 9. REMOTE CONDENSER WIT BY AMC) 10. EXHAUST FAN. RE= MECI- IANICAL DRAWINGS AND BASE BUILDING DRAWINGS II. BASE BUILDING 8'X6• STRUCTURAL STEE_. ELBE TI- -ROUGH ROOF FOR SPORT OF AMC SATELLITE DISH. VERIFY LOCATION WITH BASE BUILDING DRAWINGS. 12. SATELLITE DISH AMC R NISI -ED AND NSTALLED. COORDINATE 71 -ROUGH TI-E ROOF REQUIRED CABELL.NG WITH AMC VENDOR. 13. NOT USED. 14. PACKAGE AC WIT. RE: MECHANICAL DRAWINGS. 1. ROOF WALKING PADS. REF. BASE BUILDING DRAWINGS. REVIEWED FOR CODE C APPRO NOV - 9 2001 � pf Tukwila BUILDING DIVA ION uric UNiT ScI-IEDULE SYN3OL EQUIPMENT COI\I7EN5ER. NO. 00904814 REFRIGERANT - R404A. ICE MACHINE- CORNELIUS REMOTE CONDENSER - CR1200 GENERAL NOTES SIZE 37VTLX22'W X 22'H 141L X 28'W X 40"4 A. VERIFY ALL ROOF TOP AC. UNIT > EXHAUST FAN UNIT LOCATIONS ROOF PENETRATIONS WITH BASE BOLDING DRAWINGS B. ALL VE11CAL AND HORIZONTAL ROOF DRAIN AND ROOF OVER ROW DRAIN PIPING LEADERS PRO.FCTING DOWN FROM THE ROOF LEVEL TO TI -EATRE BOOR DECK ROUTED THROUGH DEMISED AUDITORIUM CEILING AND ENVELOPE SPACE (OR PORTIONS THAT ARE NOT CONCEALED WITH N Tl-E PERIMETER WALL OR SHAFT) MUST BE ACOUSTICALLY WRAPPED WITH GLASS FIBER REINFORCED BARRIER MATERIAL AS SPECIFIED. WHERE DRAIN PIPING LEADERS PEI`ETRATE A SCREEN WALL, THE PENETRATION SHALL BE SEALED WITH ACOUSTIC SEALANT (SUCH AS PECORA, OR RATED SEALANT IF BORED). NOTE NO ROOF DRAIN LEADERS OR FIRE SPRINKLER PIPING IS ALLOWED TO PENETRATE DEMISING AUDITORIUM SIDE WALL ASSEMBLES C. VERIFY ALL ROOF TOP AC. UNrrS, EXHAUST FANS >~ CO•DENSER EQUIPMENT SC's LNG WITH AMC T1 MEC - IANICAL DRAWINGS. WT in i ern routm n r=te 1st red A rch ed t 2575 an to va., San Jac nto, a5fom,a 9256 -5396 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421-1956 EN G EERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913-307-5400 WEB: VAINLHENDERSCRENGINEERS.COM PROJECT FOR: imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washngton rfcaw J I d a � ISSUE INFORMATION: KEY PLAN: KE;N DEAN 1 Eft/ ^O= VVASH!NICI LEA W A I w/ ms 44 4 i 85 Els SHEET INFORMATION: PROJECT NO.: 223- 383 -05 lb 11]8 SCALE: 1/16' =1' --0' SHEET TITLE: ROOF PLAN SHEET NO.: A411 EC WED JUL 1„2 2007 DATE: INFORMATION: 4---21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8- -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS NORTH ELEVATION H` it ?611 1111611 ligniNEBEIR ` (''illI 1E1 ??ELI; I~lli NINE MIMME R RE1 ►?1 ?! INEE liiaBI ER BIESIM81!x! il#IE? II?I i1 1H1EMBEIRII3 SIE L BASE BUILDING WALL ASSEMBLY. RE= BASE BUILDING DRAWINGS. 2. BASE BUILDING DOOR FRAME AND HARDWARE TYPICAL RE= BASE BUILDING DRAWINGS. 3 . AMC SIGN REF. WF- SERIES SI-EETS. REVIEWED FOR CODE COMPLIANCE APPROVE 101 -9 2007 City Of Tukwila BUILDING DIVISION [ SCALE= I /Ib " =1' -O" SEAL: evin ern routm Regist erehlte .l ari d Archite nln Ave - San Jarinfn. Phene:4 Far 1.921.0244 PROJECT FOR: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Tr; H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 68214 -1695 TEL: 913 -307 -5300 FAX 913 - 307 -5400 WEB: WWWJHENOERSONENGNEFRS.COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES amc SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive King County Tukwila, Washington § t Pan w MEM tel2 2 gilggillORilgg Pagnil ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223383 05 SCALE: 1/8' -1'-0' SHEET TITLE: BUILDING ELEVATIONS SHEET NO.: s&c UCInp.irr D AN T ROUT_ o - WAS,HI TON W AI st!leld � � N a RECEIVED JUL 127007 A 421 � .LM�4>> : �. . DATE: NOTE KEY ■ BASE BUILDING WALL ASSEMBLY. RE: BASE BUILDING DRAWINGS. 2. BASE BUILDING DOOR, FRAIVE AND HARDWARE TYPICAL RE: BASE BUILDING DRAWINGS. 3. AMC SIGN P. WF- SERIES Sl -EFTS. FEASIBILITY FLOOR PLAN 5 -4 -05 0 5 -1 -06 30% TENANT PLANS 6 - -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 b NI- to 100% TENANT PLANS it) o NI- - - f.v =". ' 'nom• �- - _- _•_-�_ __ �.._, .._. ...._..._..,.._- __._._._._._.__ ....... __ _ ..__._.._...__... ___ .._ .... �..__,........._.., - .,.,,.. _ _ - ". _ --2 � . !•,,,,, - ' � -_,,- - -=- _- _.»_ -. _„_.__,_,...._...._.. �,�.�..-- ..-- r... -. �.-.r --.�- .."_" ............._............._..-.__.._.....,. ....,- .._..._...._.._..._._._._ .._.. . "_....,.. ._.._...__...._.._. , - %To-- , - .- x. w-,, �.Aa ' ,s '� =- jF`_'%��ir.' _ __ _ ,Y•`� 0 � ' r . Q I C7 1 + - y 0 a7 0 REVIEW ED FOR 0 CODE CO LTA NCE APPRO 0 - 9 20 1 City Of Yukwi ILD N . DIVISION EAST ELEVATION SCALE _" I 1/16"=1 0 r2) a a [ _ - ._ " „_._. ".._...."__..._ _.__,__,,,_„__,_____, .._., Y .,_„-- ._- _......_,_,—_.. __..__,_"_ _,__,._,_,....,,,._.,,"_. "_.,__ "_..,,,.,.,„"".,"__...._ .,,._,...,.__.___.._.__.__-,_,. ) 0 711•0 0 I .. • a . ' N , _ - r x - a•. o 1 .. v, b 0 NiF t I 1 SCALE= WEST ELEVATION 1 1/16"=I ' -O" DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 - -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS Kevin eln rou en J R e e 2575 an J 'nto Ave. ist red c ct cin C • 92583 -53 Phone: 9.?1.920504 IFax: 1.92.02441 Finatr stic@=t ano SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 8 N � w_ 4§(.1 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington F Q<r<141 Q Q ¢ Q mmMa_tu amc KEY PLAN: SHEET TITLE: SHEET NO.: /f 4 GEfi,f. i P J i 6'f/,f4 STATE OF 'WASHINGTON Fri 8325 LENEXA IMIVE SLATE 400 LEN XA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 YES: WWW.HENDERSONENGINEERS.CON afield ISSUE INFORMATION: SHEET INFORMATION: BUILDING ELEVATIONS fi PROJECT NO.: 223- 383 -05 SCALE: 1/8' -1'-0' REC E 'VED A422 . JUL 12 ma P ._, DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS NOTE KEY BULDNG SECTKN BULNG SEC11ON PROJECTION BOOTH reell /NM MORONISM PHI iiitiiii• ■!"'.r::.w ° irI iiiiiiiiiili iiiiiiiiiiiiV� +itilliiiisiiliiit illiiimiiNiiiiiiiiiimelei� `°ii iti ti! . MIME - O COUPttiVc� �AULT CONE I I I � °M • OFRCE 11111 i 1 IPA ;f•,1 TYP Auorrol� fs v � � ; 1111 �i�riiuiiii �iiiiiii a vll I � �J� MIN % C01F�OR COt�1G'CICPI 1 J .fir \r fil t� :iitiit • 4, \�� t�ti \ ✓ f �Mi \ `\ \ I\ •• •\ • V16' e in Jean +ro Re ist ered Arch 2575 - - JacinW Ave , Jac . BASE BUILDING STRUCTURE RE= BASE BUILDING DRAWINGS. 2. BASE BUILDING SHELL WALL. ASSEMBLY. RE= BASE BUILDING DRAWINGS, 3. BASE BUILDING CONCRETE DECK ASSEMBLY. RE= BASE BULDING DRAWINGS. 4. BASE BUILDING ROOF ASSEMBLY. RE= BASE BUILDING DRAWINGS. 5. PRE - FABRICATED PROJECTION PORT. RE= . ROOF TOP WIT (RTU) RE= ROOF PLAN, MECHANICAL e ELECTRICAL DRAWINGS. RE= BASE BULDING DRAWINGS FOR ROOF PENETRATION LOCATIONS TI -EATEE T.I. SUSPENDED CEILING ASSEMBLY. RE= RCPS 8. SEATING ASSEMBLY BY AMC (OF.O.D. COORDINATE INSTALLATION W /AMC SEAT VENDOR. RE= SEATING SHOPS S -IEETS B3II 11- IROUG1 B316. . SCREEN BY AMC (O.F.O.IJ. COORDINATE INSTALLATION W /AMC SCREEN VENDOR. RE= SCREEN SHOPS SI-EETS G-I TI-ROUGH G-4 e SCN -1.I 11 -DOUGH SCN -1,6. 10. AMC LOGO SIGN MOUNTED ON RADIUSED BULDING FRONT. RE: BASE BUILDING DRAWINGS FOR SUPPORT AND WAYFINJING WF221 IL OPEN TO STRUCTURE PAINT ALL EXPOSED STRUCTURE AND INSTALLED UTILITIES IN 11H15 SPACE ABOVE 8' -0" NIGI -I, BLACK P -2 (ES) I 12 VERTICAL LIGHTING TRACK ASSEMBLY EMBEDDED IN GRFP OLUMN 5 OUND. RE: ELECTRICAL DINGS. RE= 13. RADIANT I -EATER WITS SUSPENDED UNDER CANOPY. RE: MECHANICAL e ELECTRICAL DWGS. 14. FIRE SPRINICER I-EAD COVERAGE IS REQUIRED BEHIND THE SCREEN ASSEMBLY. RE= TI04, GENERAL NOTES TO CONTRACTOR, NOTE X25. 15. BASE BUILDING CURTAIN WALL ASSEMBLY. RE: BASE BULDING DRAWINGS.. 16. BASE BUILDING SOUND ATTENUATION CEILING ASSEMBLY. RE= BASE BUILDING DRAWINGS.. SEAL: J KEY PLAN: SHEET NO.: PROJECT FOR: SHEET TITLE: BUILDING SECTIONS K .VIN DE Rn; I STATE OF WASHING; ; O;ki tm n CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MD 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 IAA E N G II N E E R S I N C O R P O R A T E D 8325 LENEXA DRIVE sur1E 400 LENEXA, KS. 66214-1895 TEL: 913-307-5300 FAX: 913- 307 -5400 WEE1: WWWHEMERSONENGINEERS.COM mc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington 21 2 M 21 ° aa�aav�aaaa�a mm20_w 8 8 1 izE iw M &LAMM ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: A431 tedt o (dardom(a 92583-5318 .02 nkir,c. , AMY, 1T.L ,-, RECEVED JUL. 12 2907 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS inimmimummomir SCALE s 1/16n=1 , -On BUILDING SEC11ON BUILDING SEC11ON r / l; ,�rr,fi h l ti 4� r ,�r�� rri �q� i/tii r�frf ✓f �tirter4— JCPenney MINIM S All lip -TI trn EUU 8 !WTI • ' Chitegt 2575 an J_ ve Jacinto Carriam , =c 8 2504 - 1.925.0244 - 5 •, • nc -• NOTE KEY 2. BASE BUILDING SI-E L L WALL ASSEMBLY. RE= BASE BUILDING DRAWINGS. 4. BASE BUILDING ROOF ASSEMBLY. REs BASE BUILDING DRAWINGS. BASE BUILDING STRUCTURE RE; BASE BUILDING DRAWINGS. . BASE BUILDING CONCRETE DECK ASSEMBLY. RE: BASE BUILDING DRAWINGS. PRE - FABRICATED PROJECTION PORT. RE: ROOF TOP UNIT (RTU) RE; ROOF PLAN, M EO1- IANICAL I: ELECTRICAL DRAWINGS. RE' BASE BUILDING DRAWINGS FOR ROOF PENETRATION LOCATIONS TI-EATRE T.I. SUSPENDED CEILING ASSEMBLY. RE: RCPS 8. SEATING ASSEMBLY BY AMC (O.F.O.L). COORDINATE INSTALLATION W /AMC SEAT VENDOR. RE: SEATING SLOPS SI-EETS 8311 TI- POUGI -1 8316. SCREEN BY AMC (O.F.O.I.). COORDINATE INSTALLATION W /AMC SCREEN VENDOR. RE: SCREF. \I SHOPS SI-EETS G-I TI -ROUGH G - 4 e SCN -I.1 TI-POU H SCN -1.6. 10. AMC LOGO SIGN MOUNTED ON RADIUSED BUILDING FRONT. RE' BASE BUILDING DRAWINGS FOR SLFPORT AND WAYFINDING WF22I II. OPEN TO STRUCTURE PAINT ALL EXPOSED STRUCTURE AND INSTALLED UTILITIES IN THIS SPACE ABOVE 8' -0" I- IGI-I, BLACK 12. VERTICAL LIGHTING TRACK ASSEMBLY EMBEDDED IN GRFP COLUMN SURROUND. RE' ELECTRICAL DWGS. RE [P -2 (ES) 1a RADIANT I -EATER LNTS SUSPENDED UNDER CANOPY. RE: MECHANICAL E ELECTRICAL DINGS. 14. FIRE SPRINKLER I-EAD COVERAGE IS REQUIRED BEHIND TI-E SCREEN ASSEMBLY. RE: 1104, GENERAL NOTES TO CONTRACTOR, NOTE 125. 15. BASE BUILDING CURTAIN WALL ASSEMBLY. RE BASE BUILDING DRAWINGS. 16. BASE BUILDING SOUND ATTENUATION CEILING ASSEMBLY. RE' BASE BUILDING DRAWINGS. ne: 9 SEAL: 1.925 ax: 1.(L � ��)(, CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 Tri ENG INCORPORATED 8325 LENEXA ORIVE SURE 400 I.ENEXA, KS. 66214 -1695 1EL: 913- 307 -5300 FAX: 913- 307 -5400 WEB: WYAV.HENDPRSONENG1NEERS.COM PROJECT FOR: e Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington n g2 w @,g M.,T9 KEY PLAN: SHEET TITLE: BUILDING SECTIONS SHEET NO.: W AT se ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: A432 E(E WED JUL 12 7007 i 'i,:hivi;; ; �. DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 0 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS - ` NOTE KEY I. WALL ASSENBLY RE= BASE BUILDING DWGS. WALL TYPE SCI - EDT. LES 2. CONCRETE DECK/SLAB ASSEMBLY WITH FOAM BUILD -UP AS REQUIRED REF. BASE BLDG. DRAWINGS. a STADIUM CONC. PLATFORM E STEEL RISER PLATE ASSEMBLY. 4. RISER MOUNTED SEAT WITS AT NOSING EXTENSION. FURNISI -ED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF SEAT UNIT AND BRACKET WITH AMC VENDOR. RE= A1007 5. FABRIC PANEL SYS1 tM OVER (3) LAYERS OF 5/8" GYP. BD. RE= A1009 6. INACCESSIBLE SPACE FIRE PROTECTION MATERIAL AND SPRINKLERS NOT REQUIRED LfR IN- ACCESSIBLE STADIUM BUILD LP AREAS. 7. INTERMEDIATE RAIL AT FRONT RISER RE= 14 II gi 8. 8. FOOT RAIL RE: • �11 9. PREFAB PROJECTION PORT FRAME ASSEMBLY. RE ©l —, `" AI001 10. SCREEN (AMC FURNISI -ED E INSTALLED) COORDINATE SCREEN FRAMING / RIGGING AND INSTALLATION w/ AMC VENDOR. II. FLOOR MOLNFED SEAT NITS AT FIRST ROW ONLY. FURNISI -ED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF • • T WIT AND BRACKET WITH AMC VENDOR. RE= 4 CORP . I 0 ELECTRICAL ROOM PRO ACTION BOOTH O 11111• 4.- 10 +17' -a" E > a" N �U a I 9 I 2 �Ir _ AI0o7 12. PROJECTION EQUIPMENT. FL RNISI-ED AND INSTALLED BY AMC. 13. NOT USED. 14. FIRE SPRINKLER 1-EAD COVERAGE IS REQUIRED BNB -IIND MOVIE SCREENS AND ENDER ACCESSIBLE STADIUM BUILD-LP AREAS. RE: SHEET 1103, SECTION "GENERAL NOTES TO CONTRACTOR`, NOTE L.J. 1 REAR STEEL RISER PLATE ASSEMBLY. RE= 4 ! w 0 1 41111 A1007 ktINI•••• 4 t ' 17'—On 0 r_,�� !`� �- ,\ 4 + 1 O' —O" " " \-. k....._ I' - +8'- 6H 0 CORR. ^ sow - -__. -- _ , - \� . ,, .', a CI 7, ,> . 7' -6 9 ' -0 ' - 16. RISER MOUNTED SEAT AT FRONT STADIUM 12" CONCRETE RISER. AMC FURNISHED AND INSTALLED. COORDINATE INSTALLATION OF SEAT UNIT AND BRACKET WITH AMC SEAT VENDOR. R E= rwvr �;„„...- +5 - - - - - " V I 7'-0. --- � - �_ 4 g + 4' -0" L t J _ �� 4 .\- 8 +2' -6 " � it � 1�1 r. . � lii l i l . 6 ,� % :11.- "� - , I'. + 1 ' _ O" f AI007 17. RISER MOUNTED SEAT ON REAR RISER PLATE (AT REAR ROW ONLY). AMC FURNISI --ED AND INSTAL LED. COORDINATE INSTALLATION OF SEAT UNIT AND BRACKET WITI -I AMC SEAT VENDOR. RE= , - , ` � +0 18 ♦ ♦ ♦ l l r s w- -' �� S _ � `''" — 7 I - -23- » 19 > SHELL TENANT SPACE (NOT S \ a S - - 19 A1007 I8. BASE BUILDING CONCRETE DECK ASSEMBLY REF. BASE BUILDING DRAWINGS. 19. NOT USED. 20. NOT USED. 21. SUSPENDED CEILING ASSEMBLY. RE= REFLECTED CEILING PLANS. 22. OPEN TO STRUCTL 2E QED f° DD C��P��N 0 -g 2 1 Cfil p �slp� _ A PART) STADIUM SECTION - AUDITORIUMS 3 AND 11 Ste, I/4 l O 2 OR 10 W6 • 3 5 5 i 5 ( i i i ( 5 5 0 I 1 14 Z I[ - , - PROJECTION t BOOTH N ♦ .9 —.PI A�07 10 bo/7-0/25g5 (AT ALID'S 6 I II ONLY? CI ,.,,.....,.= o 1` , 4 6 S ri � --- --,....._-_ V, 18 , _ „„.... , -rte � �_ I `1 `+±--- - 19 ) 19 SILL TENANT SPACE NOT A PART) SCALE: n1 STADIUM SECTION - AUDITORIUMS 4 8 12 AND 16 (AUDITORIUMS 4 AND 8 OPPOSITE HAND) 1/4 =1 -0 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS J loom von ST< 1 R rrillgenroms - re rch te 2575 J.. • • ve. Ja to O. - • ,:■ 1.925 2504 I are 151.92 .0244 Eata'a •• Ph. ne: SEAL: rrr' j 7.if'T[i ITC:.1 I; /IN DEAN T uTr AN STATE OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421-1956 Fri ENGINEERS INCORPORATE D 8325 LFNE7(A DRIVE SUnE 400 LENEXA. KS. 86214 -1695 TEL: 913-307-5300 FAX 913-307-5400 WEB: wwwJiENDERSONENGINEERS.COA/ PROJECT FOR: amc Copyright 2006 � — REALTY, INC. AMC REALTY, 1NC• 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc W eshteld 16 THEATRES A T SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington MingigHiggiMiffingi i =a C Q VIM a m Noma W iJbL " r rsigagliMi ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 114' - 1'--0' SHEET TITLE: AUDITORIUM SECTIONS SHEET NO.: A441 RECEVED JUL 12 PR , L ;V ::.,; ::`:: �. 0 INFORMATION: 4- 21--05 FEASIBILITY FLOOR PLAN 5 -4-05 ' 5 -1 -06 A • 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS ( r i II NOTE KEY I. WALL ASSEMBLY RE= BASE BUILDING DWGS. E WALL TYPE SCI- EDULES. 2. CONCRETE DECK /SLAB ASSEMBLY WITH FOAM BOLD -UP AS REQUIRED REF. BASE BLDG. DRAWINGS. a STADIUM CONC. PLATFORM e STEEL RISER PLATE ASSEMBLY. 4. RISER MOUNTED SEAT UNITS AT NOSING EXTENSION, FL.PNIS1-ED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF SEAT UNIT AND BRACKET WITH AMC VENDOR. RE: A1007 5 . FABRIC PANEL SYSTEM OVER (3) LAYE OF 5/8 GYP. BD. RE= A1009 6 . INACCESSIBLE SPACE FIRE PROTECTION MATERIAL AND SPRINKLERS NOT REQUIRED UNER IN- ACCESSIBLE STADIUM BUILD UP AREAS. 7 . INTERMEDIATE RAIL AT FRONT RISER RE= A1001 8. 8. FOOT RAIL. RE = 7M!' 9 . PREFAB PROJECTION PORT FRAME ASSEMBLY. OJ RE = 0 t� _ 1 1 i A100I 10. SCREEN (AMC FLPNISI-ED & INSTALLED) COORDINATE SCREEN FRAMING / RIGGING AND INSTALLATION w/ AMC VENDOR. II. FLOOR MOWED SEAT UNITS AT FIRST ROW ONLY, FURNISHED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF S • T WIT AND BRACKET WITH A MC VENDOR. RE= A !' �� PROJECTION `f:' 11111 AUDITORIUM BOOTH J `' �� 0 I'i 9 ' � 0 AI007 12. PROJECTION EQUIPMENT. FURNISHED AND ALLED BY AMC. 13, NOT USED. 14. FIRE SPRI I-EAD COVERAGE IS REQUIRED BEHIND MOVIE S AND UNDER ACCESSIBLE STADI BUILD -UP AREAS. RE= St-EET 1103, SECTION "GENERAL NOTES TO CONTRACTOR ", NOTE 25. 15. REAR STEEL RISER PLATE ..s ` I � . i 10 > I © ` .0-.91 i T c „'.. t 4 _ ASSEMBLY. RE= ` \ _ 1 , 4111 AUD. ENTRY - ��_ ' A1007 Ib. RISER MOUNTED SEAT AT FRONT STADIUM IT AUD. � ENTRY b• �� _ 0 0 0 � I r ,3,■ so - 1. 4 4 CONCRI� I RISER. AMC FURNISHED AND INSTALLED. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC SEAT VENDOR. d -� ` �, — ,._ �I 111 6 \\ �._ 8 I 0 �- 17. RISER MOWTED SEAT ON REAR RISER PLATE (AT REAR ROW ONLY). AMC FURNISHED AND INSTALLED. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC SEAT VENDOR. RE: Ank k\,a..,_ +� W i\s,., ,, ,, 18 _ l ; Lim- `` - ( 19 > . > W 18. BASE BUILDING CONCRETE DECK ASSEMBLY REF. BASE BUILDING DRAWINGS. 19. NOT USED. 20. NOT USED. 21. SUSPENDED CEILING ASSEMBLY. RE= REFLECTED CEILING PLANS. 22. OPEN TO STRUCTURE R G ��p1� cope A �® V e® p� - 9 1� \� COY CA DSIO� ,26-E, SHELL TENANT SPACE (NOT A PART) 19 STADIUM SECTION - AUDITORIUMS 5 7 AND 15 (AUDITORIUMS 3 AND 5 OPPOSITE HAND) SCALE: I /4 " =1 -O' 2 7 14 0 D0 _ 111111TOM CI ,.... , i i■ ` 0 On J o 0 PROJECTION 0 9 10 > { CI �_ 4. 1� 1 +17' -0 0 0 e � `\ r_ AI007 I AI . ,, 0 .._ , _ ,...._ L...- I� @ +1 1'--6" '� `� �- 4 l 10' -6" +10' -O" 117' -0' 1 9'-6" '11-------11111- 1 W \ 0 11.— II 0 0 0 +7'-0" \ / ICE MACHINE AREA BEYOND IN FRONT a; CONCESSION 7P -2 1 1 I I 7' -Cr AT BEAMS N :r' - f - � 4 +5' - 6" ( 0 CONCESSION SUPPORT -,, • \� 4 r 0 v STEEL STRING .1 _ +4' - 0" a: / \ / \ I/ 1`, 1 I I • i\t r 8 , ow— I � + 2 —6 k ,, +1 -.-p" I .. - r 'l_ „� � -1' -0" 18 Fog - n— , � 19 > - 2' -6" ---I 7 19 SHELL TENANT SPACE NOT A PART) STADIUM 10 [SCALE: SECTION - AUDITORIUMS 2 AND O' 1 DA TE: INFORMATION: 4- 21--05 FEASIBILITY FLOOR PLAN 5 -4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: 816) 421 -4232 Fax: 816) 421 -1956 PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J 1 � e. :n ro tm e ist- re Arch to 2575 - J -• nto • ve.,.5an J nto a6Tom a 92583 -5318 P . 0: =M 1.925 2504 ' ax: 1 51.92 .0244 B s (@3fvnc rn KEV DEAN TR Q' T if A\r. STATi7 OF WASHINGTON I ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL• 913 -307 -5300 FAX 913 -307 -5400 WEB WNW.HENDISRSONENGINEERS.CC41 amc 16 THEATRES WeSifiRki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington i= aaaaa a a Tt :TA 0. L. E U) W }-: J1 PIO 4 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: AUDITORIUM SECTIONS SHEET NO.: PROJECT NO.: 223- 383 -05 SCALE: 1/4' -1'-0' RECERIED JUL 12 ?'?!�7 , A442 a - :o� � .:: . 1 I1 0 INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 0 6 -7 -06 50% TENANT PLANS 0 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 0 NOTE KEY I . WALL". ASSEMBLY RE: BASE BUILDING DWGS. E WALL TYPE SCI-DES. 2. CONCRETE DEC /SLAB ASSEMBLY WITH FOAM BUILD -UP AS REQUIRED REF. BASE BLDG. DRAWINGS. 3 . STADIUM CONC. PLATFORM E STEEL RISER PLATE ASSEMBLY. 4. RISER MOUNTED SEAT WITS AT NOSING EXTENSION. FLRNISI-ED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC VENDOR. RE AI007 5. FABRIC PANEL SYSTEM OVER (3) LAYERS OF 5/8' GYP. BD. RE= A1009 6 . INACCESSIBLE SPACE FIRE PROTECTION MATERIAL AND SPRINKLERS NOT REQUIRED LINER IN- ACCESSIBLE STADIUM BUILD LP AREAS. 7. INTERMEDIATE RAIL AT FRONT RISER RE: 8. 8. FOOT RAIL RE= 14 __.._.. A1001 9. PREFAB PROJECTION PORT FRAME ASSEMBLY. RE= AIOD1 10. SCREEN (AMC FLRNISI -ED E INSTALLED) COORDINATE SCREEN FRAMING / RIGGING AND INSTALLATION w/ AMC VENDOR. IL FLOOR MOULTED SEAT WITS AT FIRST ROW ONLY. FLRNISI-ED AND INSTALLED BY AMC. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC VENDOR. RE: 4 PROJECTION BOO T1 f • o "- I 0 sill' II N 9 AL1I:71TORIL�A AI007 12. PROJECTION EQUIPMENT. FLl$2NISl -ED AND INSTALLED BY AMC. 13 . NOT USED. 14. FIRE SPRINKLER I-EAD COVERAGE IS REQUIRED BEHIND MOVIE SCREENS AND UNDER ACCESSIBLE STADIUM BUILD• -UP AREAS. RE: SIFT ma SECTION 'GENERAL NOTES TO CONTRACTOR', NOTE 25, 15. REAR STEEL RISER PLATE ASSEMBLY. RE: � • 10 N--- C CI CO ■ ■1 I � A10p7 ;te -4121 , r ; \ � \ •+ _ 4 1 .0 -.91 *`_�_ 0 AUD. ; ENTRY - � 0 .... ,..\- +- AUD.�r'I1 ENTRY J�~ L .— r �� 4 V■1011 4 A1007 16 RISER MOUNTED SEAT AT FRONT STADIUM 12' ' = E CONCRL; I I RISER. AMC FURNISI -ED AND INSTALLED. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC SEAT VENDOR. 6 �,� ki +_ ( 0 8 + � a V ' A1007 17. RISER MOUNTED SEAT ON REAR RISER PLATE (AT REAR ROW ONLY). AMC FURNISL -ED AND INSTALLED. COORDINATE INSTALLATION OF SEAT WIT AND BRACKET WITH AMC SEAT VENDOR. RE: -v — r. - _ ,. - - `r f i - 19 > � - 19 18. 19. 20. 21. 22. 007 BASE BUILDING CONCRETE DECK ASSEMBLY REF. BASE BUILDING DRAWINGS. NOT USED. NOT USED. SUSPENDED CLUNG ASSEMBLY. RE: REFLECTED CEILING PLANS. OPEN TO STRUCTURE. ED OR R E \N NCE CODE CO " VED ApP . Nov _ 9 280 CM 0f Tu kwila N BD 1�1�p�1� D m �0 bi-.-01.,......2_,(5•0 > SI -TELL TENANT SPACE (NOT A PART) STADIUM SECTION - AUDITORIUMS 6 AND 14 SCALE: M I /4'=1' -O' � � 4 / 14 � � � � f:0 a. _ � 3 3 I I ,,,. a, 4 y 0 1 11 11111 0 PRO.ECTION #1111 BOOTH �< 10 �.. 9 . 7-__ 0 _.... I �� _ — __ — — — r 2 CO 0 A1007 I t_, ---nr,:, , I , 4 +1 3'-0" i_ ......)) _ ,..9 -, A...., I J O CORR. +1 0 0 "'., / + 8'-6" 0 _.....) r-T 9'-0" ,� ��:% I I 7 ' -6 . [ ) J ' I 7'-0" +5' --6' �� RED — — — —•--- — — — 0 `!•Aloft � 4 _ il -.----r) - r 0 0 11 +2'76" 6 + 1 0 II �) 1 - r 1/ '`; `�- ;: _— +0 _ i — — -- I . -1 -0 m u �./ .• .• — — 2 °-0, — ± — —. . 1 19 ) SHELL TENANT SPACE (NOT A PART) SALE= C STADIUM SECTION - AUDITORIUMS 1 AND 9 1 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS egis ere 2575 Jacinto ne: "925}2504 Fat: SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fay (816) 421 -1956 IAJ1 H E N D E R S O N ENGINEERS INCORPORATED 8725 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL 91 - 307 -5300 FAX: 913- 307 -5400 1+� VAWLHEMIERSONENGINEERS.COM PROJECT FOR: I Copyright 2006 -• AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT arleki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: AUDITORIUM SECTIONS SHEET NO.: Ch tect Ja "nt 925M -5318 1.92 .02441 - stk[�, II K J r' DEAN UTM /.N SMITE OF WASHINGTON ! PROJECT NO.: 223- 383-05 SCALE: 1/4' -1'-0' JUL 12 Pr A443 DATE: INFORMATION: 4- 21--05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS FINISH SCHEDULE w w J J w w J ROOM NO. ROOM (TYPE) 301 302 302A 3028 303 304 305 306 307 308 309 3094 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 325A 326 327 328 328A 329 330 331 332 333 334 335 335A 336 337 338 339 340 341 342 343 344 345 346 347 349 350 351 352 353 354 355 356 357 358 358A 359 360 361 362 LOBBY GUEST SERVICES CLOSET (GUEST SERVICES) CLOSET (GUST SERVICES) Box OFFICE AWITORILJM #1 A. #1 ENT. VEST. #I FAMILY MENS CLOSET (RESTROOMS) A. #1 EXIT CORRIDOR A. #8 ENT. AUDITORIUM #8 A. #7 ExIT AUDITORIUM # A. #7 ENT. A. #6 ENT. AUDITORIUM #6 VENDING ROTUNDA CLOSET (RESTROOM) A. #6 EXIT A. #5 ENT. VEST. #5 AUDITORIUM #5 A. #5 EXIT A. #4 ENT. STORAGE AL DITORW #4 A. # ENT. AUDITORIUM # A. #t7 EXIT WOMENS CORRIDOR VEST. #2 STORAGE A. #2 ENT. CLOSET (RESTROOM) AUDITORIUM #2 A.#2Ex1T JAN (CONCESSION) CONCESSION CONCESSION SUPPORT SECURE STORAGE OPS VEST. #IO A. #IO ENT. 348 AUDITORIUM 1;10 A. #IO EXIT A. #IO EXIT AUDITORIUM #II A. #11 ENT. WOMENS CORRIDOR A. #12 ENT. AL DITORIUM #12 A. #I3 EXIT A. #13 ENT. VEST. #I3 AUDITORIUM #I3 ROTUNDA VENDING A. #I4 ENT. FLOOR BASE WALLS MTL COLOR MTL COLOR DESCRIPTION 15 1.6 1.7 15 15 15 15 13 15 15 1.6 1.6 1.6 1.6 1.6 16 15 15 C -I, C-S 2.2 16 PT -I 25 15 16 1.3 15 15 1.3 15 15 1.6 I5 Ib 1.3 15 L.6 1.5 C -I, C-S 22 16 PT -I 25 1.6 15 15 1.6 13 15 15 15 I.' 13 15 1.5 1.3 15 15 1.6 15 C -I, C-S 1.6 PT -I 1.6 1.1 15 1.6 13 15 15 16 1.6 1.6 1.6 15 1.6 15 13 1.5 15 15 L3 L5 15 1.6 15 1.3 15 1.5 15 1.6 1.3 15 15 1.6 15 C-I, C-2 PT -I T-1, T -2, C-2 C -2 C -2 C -2 VCT -I C -4 C -4 PT -1 PT -1 PT -4 PT -2 PT -2 PT -2 C -4 C -4 PT -1 VCT -I C-4 C -4 VCT -I C -4 C -4 PT -1 C -4 PT -I VCT -I C -4 PT -I PT -2 0 -4 C -4 PT -I VCT -I C -4 C -4 C -4 FS -2 VCT -I 0 -4 C -4 VCT -I C -4 C -4 PT -2 PT -I FS -2 C -4 PT -2 VCT -I C -4 C -4 PT -4 PT -4 PT -4 PT -4 0 -2 PT -I 0 -4 VCT -I C -4 0 -4 C -4 VCT -I 0 -4 C -4 PT -2 15 C -I, C-S 16 PT -1 C -4 VCT -I C -4 C -4 C -4 PT -I VCT -I 0 -4 15 C -I, C-S 16 PT -I PT -I C -4 2.2 25 2.2 2.2 2.2 22 2.4 CB-I, CB-2 2.4 25 21 2.1 2.1 2.1 2.2 2.4 25 2.4 CB-I, 013-2 22 VB-I 2.4 CB-1, CB-2 2.4 25 2.4 CB-2 25 PTB-3 2.4 C8-1 CB-2 25 PTB-3 (6") ALL WALLS 2.1 22 VB-1 2.4 CB-2 25 PTB -3 2.4 CB-I, CB-2 22 2.4 25 22 VB-2 24 CB-I, CB-2 24 25 2.4 C13-1, CB-2 22 2.1 2.4 25 25 PTB -3 2.2 2.4 25 21 2.2 2.1 2.1 2.1 2.1 2.4 25 2.4 CB-I, 03-2 2.2 22 2.4 CB-I, CB-2 24 25 2.1 22 25 22 2.4 25 25 2.4 25 2.4 VB-I PTB-3 VB-I VB-I VB -1 VB-I CB-2 PTB -3 PTB-3 ME -3 ME-3 ME -3 ME -3 VB-I VB-I PTB -3 CB-2 PTB-3 CB-2 PTB-3 VB-1 PTB-3 ME-3 PTB-3 VB-I CB -2 PTB -3 CB-2 PTB -3 VB-I ME -3 CB-2 PTB-3 VB-2 CB-2 PTB -3 ME-3 08-I, CB-2 VB-I ME-3 ME-3 ME-3 ME-3 VB-I PTB -3 CB -2 PTB-3 VB-I VB-I CB -2 PTB-3 PTB-2 VB -I PTB-3 2.4 CB-2 25 PTB-3 2.4 CB-I, CB-2 VB-I CB -2 PTB-3 PTB-3 24 CB-I, CB-2 CB-2 PTB-3 CB -2 PTB-3 ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL AU- WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS PT13-3 (67 ALL WALLS ALL WALLS MTL 3.1 3.4 3.7 3.1 3.1 3.1 3.1/3.6 3.1/3.6 3.10 3.1 3.8 3J 3.8 3.2 35 3.2 3.3 3.2 3.3 3.11 3.1 3.1 3.1 3.4 3.7 3.1 3.8 3.V3.6 3.1/3.6 3.10 3.1 3.V3.6 3.1/3.6 3.10 3.1 3.8 3.1 3.8 3.1/3.6 3.1/3.6 3.10 3. 1 3.4 3.1 3.4 3.7 3.1 3.1 3.1 3.8 3.1 3.8 3.1/3.6 3.1/3.6 3.10 3.1 3.1 3.8 3.9 3.1/3.6 3.8 3.1/3.6 3.V3.6 3.10 3.1 32 33 3.1 3.7 3.1 3.8 3.9 3.8 3.1 3.V3.6 3.1/3.6 3.10 3.1 3.2 3.5 3.3 3.2 35 3.2 35 3.1 3.8 3.1 3.8 3.1/3.6 3.V3.6 3.10 3.1 3.1/3.6 3.1/3.6 3.10 3.1 3.8 32 3.3 3.1 3.7 3.1 3.8 3.1/3.6 3.V3.6 3.10 3.8 3.8 3.1/3.6 3.1/3.6 3.10 3.1 34 3.7 3.1 3.4 3.8 COLOR MTL COLOR FIMSH NOTES SFE ELEVATIONS SEE B.EVAT1ONS SEE ELEVATIONS P-6 P) 4.3 P-6 ES) 5.18 SEE ELEVATION SEE 'ELEVATION P-2 ES) P-4 ES) P-4 ES) P-6 (SG) 42 FRP-I SEE ELEVATION 4.3 sa ELEVATION 4.3 SEE ELEVATION 4.1 SEE ELEVATION 4.3 SEE ELEVATION 0-6 SEE ELEVATION SEE ELEVATION P-2 ES) SSE ELEVATION SEE ELEVATION P-2 (ES) P-4 (ES) 0-6 P-4 (ES) 0-6 SEE ELEVATION SEE ELEVATION P-2 (ES) SEE ELEVATION SEE B.EVATION SEE B.EVATION SEE B.EVATCN SEE BEVATION P-2 (ES) 0-6 P-4 (ES) 4.1 SEE ELEVATION SEE ELEVATION P-2 (ES) P-2 (ES) P-4 (ES) C-6 SEE ELEVATION %3E ELEVATION P-2 (ES) 0-6 SEE ELEVATION SEE ELEVATION P-2 (ES) SEE ELEVATION SEE ELEVATION SEE ELEVATION P-4 (ES) 0-6 P-4 ES) C-6 SEE ELEVATION SEE ELEVATION P-2 (ES) P-6 (SG) FRP-I CT-I P-6 (SG) P-6 (SG) P-7 (ES) C-6 S± ELEVATION SEE ELEVATION P-2 (ES) P-2 (ES) SEE B.EVATION SEE ELEVATION P-4 (ES) SEE ELEVATION SEE ELEVATION SEE MAIM P-4 ES) SEE ELEVATION SEE ELEVATION P-2 (ES) P-4 (ES) 0-6 P-4 (ES) SEE ELEVATION SEE ELEVATION P-2 (ES) SEE BEVATION SEE EtEVATICN SEE ELEVATION SEE ELEVATION SEE BEVATION C-6 4.3 P-6 (ES) 4.6 4.6 4.2 4.1 ACT-7 4.3 P-6 (ES) 4.1 ACT-2 4.1 ACT-7 4.3 P-6 (ES) 4.1 ACT-1 4.3 P-6 (ES) 4.2 ACT-4 5.1, 5.18, 6.1 ROOM NO 301 302 302A 3026 303 305 306 307 308 309 310 311 312 313 314 315 316 318 320 321 322 323 324 325 326 327 328 3284 329 330 332 333 334 335 335A 336 337 338 339 340 341 342 343 345 346 347 348 350 352 353 354 355 356 357 358 358A 360 361 362 FINISH SCHEDULE cc ILI FOOM NO. 363 364 365 366 367 368 369 370 371 372 373 373A 374 376 377 378 379 WALLS 380 ROOM NO. 401 402 403 404 405 406 407 408 409 410 412 416 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 ELEVATORS CEILING ROOM (TYPE) AUDITORIUM #I4 AUDITORIUM 1:45 CORRIDOR AUDITORIUM 1;46 CLOSET (RESTROOM) FAMILY JAN AUDITORIUM #9 ARCADE ROOM (TYPE) MANAGING DIRECTOR SECURITY OFFICE COUNTING VALLT CLOSET CONFERENCE UNISEX JAN EMPLOYEE BREAK ROOM PROJECTION BOOTH ELECTRICAL PRO_ECTION BOOTH PROJECTION BOOTH PROJECTION BOOTH PROJECTION BOOTH PROJECTION BOOTH ELEVATOR MAGI-11\E ROOM PROJECTION E30011-1 FILM PREP TELECOM PROJECTION BOOTH ELECTRICAL PROJECTION BOOTH PROJECTION BOOTH PROJECTION BOOTH PROJE-CTION BOOTH PROJECTION BOOTH SUPPORT SUPPORT FRIEGI-11 ELEVATOR MATERIALS: WALL BASE 2.1 COVE PROFILE STAINLESS STEEL BASE FLOOR MTL 1.3 15 15 1.6 15 16 1.6 16 16 1.6 1.3 15 FLOOR MTL 1.4 1.2 12 1.2 1.2 1.2 12 1.2 1.6 1.6 12 1.4 1.1 1.2 12 12 1.1 1.2 12 12 1.1 12 12 12 1.1 FLOORS .1 SEALED CONCRETE 2 CONCRETE WIT1-1 COLORED SEALER 3 SI-EET VINYL FLOORING VINYL .4 COMPOSMON TILE .6 PAVER TILE 7 THIN SET TERRAZZO 8 CARPET OVER 'SMART STEP 40' PAD (0.F.O.D 3.1 GYPSUM BOARD (TYPE-X) - PAINTED 3.2 WATER RESISTANT GYPSUM BOARD - PAINTED 3.3 TILE OVER WATER RESISTANT GYPSUM BOARD 3.4 VINYL WALL COVERING OVER GYPSUM BOARD 3.5 FIBERGLASS REINFORCED PANEL OVER WA I tW RESISTANT GYPSUM BOARD. 3.6 ACOUSTICAL PRE-FABRICATED PANEL SYSTEM OVER (TYPE "X") GYPSUM BOARD 3.7 GYPSUM BOARD ( I THE-X) WITH SIZING FOR SLRFACE APPLIED LARGE FORMAT WALL GRAPHICS BY OWNER 3.8 ACOUSTICAL WALL CARPET 3.9 GYP. BD. (TYPE-X) - TAPED AND SANDED. NO PAINT. 3.10 GYPSUM BOARD GYPE-X) WITH RIGID INSULATION SYSTEM FLU 1-11E AS Sa-EDULED COLOR 0-4 C-4 0-4 C-4 PT-I C-4 VCT-I C-4 PT-2 PT-2 PT-2 PT-4 PT-I C-4 C-4 4.1 SUSPENDED T-GRID SYSTEM W111-1 LAY-IN PANELS (Tx 2') 4.2 SUSPIaNDED T-GRID SYSTEM WITH Li6N-IN PANELS (T x 4') 43 SUSPENDED GYPSUM BOARD - PAINTED 4.4 NOT USED 4.6 EXPOSED STRUCTLRE - NO PAINT COLOR VCT-2 0-3 C-3 0-3 PT-2 PT-I VCT-3 FS-I VCT-2 FS-2 FS-I FS-I FS-I FS-2 FS-I FS-2 FS-I FS-I FS-2 VCT-2 FS-I FS-I FS-1 FS-I FS-I FS-2 FS-2 2.2 TOPSET BASE - COVE TYPE BASE TO BE LOCATED AT AREAS WITH HARD SURFACE FLOOR, STRAIGI-IT TYPE BASE TO BE LOCATED AT AREAS WITH CARPETED FLOOR 23 INTEGRAL SI-EET VINYL BASE 2.4 CARPET BASE (OF.O.D 2.5 PAVER TILE BASE BASE PAIL 2.4 22 25 24 22 2.4 25 2.4 25 2.4 21 2.1 21 24 25 22 2.4 2.2 BASE MIL 2.2 22 2.2 2.2 2.2 22 22 22 21 23 2.2 22 22 22 2.2 22 22 22 22 22 22 22 22 2.2 22 22 22 2.2 2.2 2.2 22 2.2 2.2 COLOR PTS-3 ME-3 ME-3 PTB-3 PTB-3 VB-2 COLOR VB-2 ME-3 ME-3 6' INTEGRAL VB-2 VB-2 V5-2 VB-2 VB-2 WALLS DESCRIPTIM SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL AU_ WALLS AU_ WALLS AU_ WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS AU_ WALLS ALL WALLS SIDEWALLS BACKWALLS SCREEN WALL ALL WALLS WALLS DESORPTION ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WAU_S ALL WALLS ALL WALLS ALL WALLS AU_ WALLS ALL WALLS AU_ WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS .ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS ALL WALLS FINISH NOTES: 3.8 3.1/3.6 3.1/3.6 3.10 35 3.1/3.6 3.V3.6 3.10 3.1 3.1 3.4 3.7 3.1 3.8 3.1/3.6 3.V3.6 3.10 3.2 3.3 32 3.3 3.2 35 3.8 3.1 3.8 3.1 3.1/3.6 3.1/3.6 3.10 3.1 3.4 MIL 3.1 3.1 3.1 3.1 3.1 3.1 32 35 3.2 35 3.1 3.1 3.1 3.9 3.1 3.1 3.1 3.1 3.9 3.1 3.1 3.9 3.1 3.9 3.1 3.1 3.1 3.1 3.9 3.9 PAINT REFLECTANCE COLOR SEE ELEVATION SEE BEVATION P-2 (ES) P-4 (ES) SEE B-EVATION SEE ELEVATION P-2 (ES) P-2 (ES) SFE ELEVATION SEE B.EVATION SEE ELEVATION P-4 0-6 SEE ELEVATION SEE ELEVATION P-2 (ES) SEE ELEVATICN P-6 (SG) SEE ELEVATION P-6 (SG) FRP-I P-4 (ES) P-4 (ES) 0-6 P-2 (ES) SE ELEVATION SEE ELEVATION P-2 (ES) SEE ELEVATIONS SEE EL.EVATIONS COLOR P-3 P) FRP-I FRP-I P-12 P) P-3 CEIJNG 42 4.2 4.1 42 4.2 4.3 4.3 4.3 4.1 4.1 4.1 4.2 4.2 4.1 4.3 CeLMIG MTL 42 42 42 4.2 4.3 4.3 42 4.3 42 4.2 45 4.2 4.6 45 45 45 45 45 4.6 4.5 4.2 4.6 45 45 4.6 4.2 45 45 45 45 45 4.6 4.6 COLOR ACT-3 ACT-3 ACT-3 ACT-7 P-6 (ES) P-6 (SG) P-6 (SG) ACT-6 ACT-4 ACT-I COLOR ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 ACT-2 P-6 (SG) ACT-4 P-2 ACT-2 P-2 P-2 P-2 P-2 P-2 P-2 ACT-3 P-2 P-2 ACT-2 P-2 P-2 P-2 RASH 14FORMATION FINGH NOTES 54, 5.18, 6.1 FlliSH NOTES SEE ELEVATOR 51-1EET A512 5 5. 5 6 \ L_&:Lizi.j. , 1 C it Y 6.1 BENJAMIN MOORE (OR EQUAL) PAINT REFLECTIVE PERCENTAGES INIT1-I SPECULAR GLOSS DEGREES. NOTE: PAINT SUB CONTRACTOR TO SUBMIT PAINT DRAW DOWNS IDENTIFYING ON EACH DRAW DOWN THE FOLLOWING: PAINT MANUFACTURER, PAINT SCI-EDLIED ID NUMBER FROM FINISH MATERIAL SCI-EDULE), PAINT SPECIFICATION NUMBER (WM-I CROSS MATCH REFERENCING IF SUBSTITUTED), PAINT RERECTANCE PERCENTAGE WITH DEGREE OF SPE GLOSS (TO MATCH REFLECTIVE e SPECLIAR DEGREES NOTED FOR EACH PAINT ID NUMBER 0 WALLS CELINGS e SOFFITS, AS SCI-EDULE HERE W111-11N). ALL SPECIFICATIONS & STATED INFORMATION MUST BE CLEARLY LABELED ON EACH SUBMITTED DRAW DOWN. EGGSI-ELL = (ES) EGGSI-ELL (8-5% 0 85 DEGREE SPECULAR GLOSS) PEARL = (P) PEARL (5-20% 0 60 DEGREE SPECULAR GLOSS) SEMI-GLOSS = (SG) SEMI-GLOSS (50-60% 0 60 DEGREE SPECULAR GLOSS) ROOM NO. 363 364 365 366 367 368 369 370 372 373 374 375 376 377 378 379 380 ROOM NO. 401 402 403 404 405 406 407 408 409 410 411 412 416 417 418 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 5.1 GRILLES, DIFFUSERS, ACCESS PANELS, ETC. SHALL BE PAINTED TO MATCH ADJACENT Sa COLORS. RE FDaLRE COLOR MATRIX SWEET TI06. 52 REFER TO 7/BI50 FOR GUEST SERVICE FINISI-ES. 53 REFER TO 10/A1006 FOR BOX OFFICE FlNISI-ES. 5.4 THIS ROOM SHALL HAVE SMOOTH WASHABLE FINISHES AT WALLS e CEILINGS. 5.5 PAINT 6" FROM ALL EDGES OF AUDITORIUM SIDE OF PROJECTION WALL AND 6' OUT FROM PROJECTION PORT WINDOW FRAME RE: A53I A532 DWGS FOR ALL AUDITORIUM ELEVATIONS. 5.6 ALL PAINT AND WALL COVERING SHALL TERMINATE AT INSIDE CORNERS UNLESS INDICATED OT1-ERWISE 5.7 INSTALL BLACK COVE CAP (JOHNSONITE #SCC-40-B) AT TOP EDGE OF TRETFORD. RE: 12/41008 5.8 PAINT HANDRAILS IN STAIR WELLS P-2 (BLACK) U\LESS OTI-E?WISE NOTED 5.9 AT AUDITORIUM ACOUSTICAL WALL PANEL SYSTEM, TAPE AND SPACKLE, BUT DO NOT PANT (EXCEPT 2' BAND AT EXPOSED EDGES). 5.10 USE FACTORY SQUARE EDGES AT ALL EDGE CONDMCNS W-EN TILE EDGES ARE EXPOSED IN SURFACE MATERIAL TRANSITION (TIP) 5.11 TLE WAINSCOT IN RESTROOMS TO BE 5'-6' AT ALL WALL SURFACES AS NDICATED IN ELEVATIONS UNLESS NOTED OTI-ERWISE 5.12 F.RF. TO ABOVE TILE BASE, UNLESS NOTED OTHERWISE. 5.13 F.R.P. TO 4'-0" ABOVE TLE BASE, U•LESS NOTED OTI-ERWISE 5.14 MENS URINAL PARTITIONS TO BE STAINLESS STEEL 5.15 COUNTING ROOM COINTER TOP AND SI--ELVES TO BE PH. 5.16 EMPLOYEE LOWERS (OF.0.1.) ELEVATED 6" AF.F. 5.17 TAPE AND SAND WALLS ONLY - NO PAINT. 5.18 USE COVE TYPE BASE AT ALL HARD SINFACES, USE STRAlg-F TOE BASE AT ALL CARPL I tI) AREAS UNLESS NOTED 011-ERWISE. 5.19 TILE ENTRE FLOOR PRIOR TO INSTALLATION OF CASEWORK AND EQUIPMENT. 5.21 INSTALL VINYL CORNER GUARDS 8' -0' ABOVE TILE BASE PER PLANS LN_ESS NOTED OTI-ERWISE 5.22 INSTALL STAN-ESS STEEL CORNER GUARDS 4`-0' ABOVE TLE BASE PER PLANS UNLESS NOTED OTI-ERWISE 523 ALL RESILIENT VINYL FLOORING TO BE I-EAT SEAMED WITH COLOR COORDINATED WELDS. RE: FLOOR FINISH AND FINISH MATERIALS PLANS 5.24 VINYL SEAMING TO RLN PEQPENDICU-AR TO THE RISER PLATE AT EA PLATFORM RE; FLOOR FINISH AND FINISH MATERIAL PLANS. 525 PAINT LCD INCLINED SOFFIT FACE ONLY P-I6 (ES). 5.26 TRASH ENCLOSURE FLOOR TO BE SEALED CONCRETE FS-2. PROVIDE APPROPRIATE REDUCER STRIP FROM CARPET TO CONCRETE OR PAVER TO CONCRETE AS OCCURS, FINISH: ZINC, (SC1-LUTEQ OR EQUAL). 527 PAINT EXPOSED GYPSUM BOARD ABOVE WALL CARPET TO UNDERSIDE OF SUSPENDED CELING SYSTEM P-3. RE: 12/41008 5.28 SCI-LUTER SYSTEMS, ANODIZED ALUMNJM, RESTROOM TILE WANSCOT TOP TRANSITION STRIP (ME-3) RE: FINISH AM) MATERIALS SCI-EDULE 5.29 PAINT CONCESSION PLASMA SCREEN INCLNED SOFFIT FACE ONLY P-I6 (SG). ei 'stared Arch!? 2575 n Jacinto ve., P ne: 951.92512504 1.925.0244 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421-1956 ENGIN EE =S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214-1695 TEL: 913-307-5300 FAX: 913-307-5400 WEB: WWW.HENDERSONENGINEERS,COM PROJECT FOR: IAA PROJECT NAME: an aliforn 7. amo Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 ZIMO esdeki earn 16 THEATRES w A T SHOPPINGTOWN SOUTHCENTER 633 Southeenter Drive, King County Tukwila, Washington § inniaM EN L gi 2 2 HIM gggiffigggffilliffiggg 0,co pok ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: A511 SHEET NO.: 6 20 4 90v-vo mto FINISH SCHEDULE PROJECT NO.: 223 SCALE: NO SCALE PAINT NUMBER BRAND COLOR FINISH LOCATION -- (GUIDELINES) P -1 BENJAMIN MOORE HC -12, CONCORD IVORY REFLECTANCE % PER RN SCHED, TEM 6.1 I LOBBY &KLIEG WALL (ACCENTS) P-2 BENJAMIN MOORE READY MIX BLACK REFLECTANCE % PER FIN SCHED, ITEM 6.1 AUDITORIUM WALLS, AUDITORIUM EXIT WALLS, INTERIOR FACE OF HM AUD. EXIT DOORS AND FRAMES. (RE: DOOR SCHEDULE) P -3 BENJAMIN MOORE HC -80, BLEEKER BEIGE REFLECTANCE % PER FIN SCHED, ITEM 6.1 CORRIDOR WALLS ABOVE CHAIR RAIL TRIM. MEZZ. CORRIDOR WALLS & MEZZ. OFFICES. P -4 BENJAMIN MOORE 1047, DEER PATH REFLECTANCE % PER FIN SCHED, ITEM 6.1 AUD. ENT. ABOVE TRETFORD, TRASH ENCL CLG. P -5 BENJAMIN MOORE 1322 LADYBUG RED REFLECTANCE % PER SCHED, ITEM 6.1 AUDITORIUM H.M DOOR FRAMES (RE DOOR SCHEDULE) ( ) P -6 BENJAMIN MOORE INT-RM, NAVAJO WHITE REFLECTANCE % PER FIN SCHED, ITEM 6.1 CONCESSION, CONCESSION SUPPORT, RESTROOM HARD CEILING & SOFFITS. CEILINGS, ACCENTS, UNDERSIDE OF CORRIDOR SOFFITS, CLOSETS, BOX OFFICE INTERIOR. P -7 NOT USED ALUMINUM COORD. TRIM SIZE w/ SCHED. MATERIALS SCHIENE - A (USE per - - RA WHERE RADIUS REQ'D) P -8 NOT USED BORDER, TILE TO CARPET TRANSITIONS ME -6 SCHLUTER SYSTEMS P -9 BENJAMIN MOORE READY MIX RICHMOND BISQUE REFLECTANCE % PER FIN SCHED, ITEM 6.1 RESTROOM WALLS ABOVE 12x12 WALL TILE, P -10 BENJAMIN MOORE 1323, CURRANT RED REFLECTANCE % PER FIN SCHED, ITEM 6.1 AUDITORIUM ENTRY BULKHEAD SOFFIT, WALLS AROUND CORRIDOR MURALS, RESTROOM WALLS ABOVE 12x12 @ W.G. AND URINALS P--11 MODERN MASTER'S M6 -150, SILVER REFLECTANCE % PER FIN SCHED, ITEM 6.1 LOBBY MURAL TRACK LIGHT FIXTURES, STOREFRONT BULKHEAD, BOX OFFICE INTERIOR EXPOSED METAL COLUMNS P -12 SHERWIN WILLIAMS 1265, PHAROAH PLUM REFLECTANCE %PER FIN SCHED, ITEM 6.1 PROJECTION BOOTH WALLS P -13 BENJAMIN MOORE HC -166, KENDALL CHARCOAL REFLECTANCE % PER FIN SCHED, ITEM 6.1 RESTROOM PAPER STORAGE DOORS AND FRAMES (RE: DOOR SCHEDULE) P -14 BENJAMIN MOORE HC-20, WOODSTOCK TAN REFLECTANCE % PER FIN SCHED, ITEM 6.1 HOLLOW METAL DOORS AND FRAMES (RE: DOOR SCHED), ARCADE PARTITION WALL FRAME, WOOD CHAIR RAILS IN CORRIDORS. P -15 BENJAMIN MOORE HC -10, STUART GOLD REFLECTANCE % PER FIN SCHED, ITEM 6.1 LOBBY KLIEG WALL (ACCENTS) P -16 BENJAMIN MOORE 1547 DRAGONS BREATH REFLECTANCE %PER FIN SCHED, ITEM 6.1 BOX OFFICE / CONCESSION INCLINED SOFFIT FACE P -17 BENJAMIN MOORE READY MIX LINEN WHITE REFLECTANCE % PER FIN SCHED, ITEM 6.1 AUDITORIUM SIDE AISLE STEP FACE P -18 BENJAMIN MOORE READY MIX CLASSIC BURGUNDY REFLECTANCE % PER FIN SCHED, ITEM 6.1 AUDITORIUM STEEL PIPE INTERMEDIATE RAILS, HANDRAILS & FOOT RAILS METALS NUMBER BRAND MATERIAL SIZE COLOR FINISH LOCATION - (GUIDELINES) ME_1 VISTA OR EQUAL ALUMINUM 1 3/4" X 4" IVORY CLEAR ANODIZED STOREFRONT AT ARCADE WALL NO GLASS, USE SM -1, STOREFRONT HEAD & JAMB FRAME AT BOX OFFICE ME-2 UNA -CLAD ALUMINUM 12" DIA SILVER METAWC KYNAR 500 / HYLAR 5000 LOBBY COLUMNS 0 STOREFRONT ME -3 SCHLUTER SYSTEMS STAINLESS STEEL 8' -2 1/2" DILEX -EHK COVE PROFILE STAINLESS STEEL BASE WITH INSIDE AND OUTSIDE CORNERS, CONNECTORS AND END CAPS STAINLESS RESTROOM AND CONCESSION / CONCESSION SUPPORT AREAS/ JANITOR CLOSETS ME -4 McNichols STAINLESS STEEL 3/16" THK., ONE PIECE 304 MILL FINISH STAINLESS PATTERN, CHECKER PLATE FREIGHT ELEVATOR FLOOR • ME -5 SCHLUTER SYSTEMS ALUMINUM COORD. TRIM SIZE w/ SCHED. MATERIALS SCHIENE - A (USE per - - RA WHERE RADIUS REQ'D) MILL TERAllO FLOOR LETTER BORDERS / FIELD BORDER, TILE TO CARPET TRANSITIONS ME -6 SCHLUTER SYSTEMS ,ALUMINUM FOR 3/8" TILE RONDEC- RO 100 AGSGB WITH CORNER CAPS OUTSIDE CORNER: E /RO 100 AGSGB INSIDE CORNER: I/RO 100 AGSGB BRUSHED BLACK ANODIZED ALUMINUM LOBBY, CORRIDORS & AUDITORIUM ENTRIES TILL BASE CAP, VERTICAL CORNER & TRANSFON EDGES. ME -7 SCHLUTER SYSTEMS ALUMINUM FOR 1/2" TILE RO .41 CORNE DEC -AE I END CAPS: 125 AE Wff OUTSIDE CORNER: E /RO 125 AE INSIDE CORNER: 1 /RO 125 AE SATIN ANODIZED RESTROOM TILE WAINSCOT TOP TRANSf1TON STRIP ELECTRICAL DEVICE BODY AND COVER PLATE MATRIX PAINT NUMBER DEVICE BODY COLOR COVER PLATE COLOR P -I IVORY IVORY P -2 BLACK BLACK P -3 IVORY IVORY P -4 NOT USED NOT USED P-5 RED RED P -6 IVORY IVORY P -7 NOT USED NOT USED P -8 NOT USED NOT USED P -9 ALMOND ALMOND P -IO NOT USED NOT USED P-II NOT USED NOT USED P -I2 BLACK BLACK P-I3 NOT USED NOT USED P -I4 BLACK BLACK P-15 NOT USED NOT USED P -16 NOT USED NOT USED VINYL WALL COVERING NJ vBER DEVICE BODY COLOR COVER PLATE COLOR WC-I ALMOND ALMOND WC-2 BLACK BLACK WC -3 RED RED CARPET MISER DEVICE BODY COLOR COVER PLATE COLOR C-S BLACK BLACK C-6 GRAY GRAY NOTE SI -IEET A5I2 FOR MANUFACTURERS FINISH AND COLORS. CONCESSION, CONCESSION SUPPORT, CATERING SECURE STORAGE AREAS TO I -NAVE: DEVICE GRAY, COVER PLATES - STAINLESS STEEL. A. SEE MATERIALS B. ALL PREP, BODIES WALL BASE (ALL CARPET BASE O.F.O.I") NUMBER BRAND MATERIAL SIZE COLOR LOCATION - (GUIDELINES) LOCATION - (GUIDELINES) PTB -3 DAL TILE BLACK GALAXY TILE 12x12 GRANITE POLISHED AUD ENTRIES & VEST., BOX OFFICE /GUEST SERV. (EXTERIOR), DRINKING FOUNTAIN, TRASH ENCLOS. VB -1 ROPPE 700 SERIES BASE 6" 100, BLACK NO TOE BASE OFFICES, BOX OFFICE /G.S. (INSIDE) AUDIT. EXITS, PUBLIC SPACES. VB -2 ROPPE 700 SERIES BASE 6" 100, BLACK STANDARD TOE BASE 5/8" PROJECTION, INVERTER, FILM PREP ROOMS, STORAGE, HALLS CB -1 DURKAN BLACK CARPET BASE 24" 1779 (501 BLACK) STRAIGHT W/ FINISHED EDGE WITH AUDITORIUM USHER LIGHT. RE: 1/A1003 CB -2 DURKAN BLACK CARPET BASE 12" 1779 (5G1 BLACK) STRAIGHT W/ FINISHED EDGE AUDITORIUM SIDE WALLS, AUD. ENTRIES. NOTES NUMBER REMARK KB_3 1) AT AUDITORIUM ENTRIES (CORRIDOR SIDE) FIELD CUT TO 6" AT VESTIBULE SIDE (INSIDE) TILE IS TO BE FULL SIZE 2) AT DRINKING FOUNTAINS FIELD CUT 6" TO MATCH ADJACENT WALL BASE HEIGHT. 30 ANY CUT EXPOSED EDGES TO BE POLISHED. PLASTIC LAMINATE NUMBER BRAND SPEC. # COLOR FINISH LOCATION - (GUIDELINES) PL -1 NEVAMAR AL2001T, ARP PLUS SURFACES NATURAL ALLUSION TEXTURED COUNTING COUNTER (C.F.C.I.), CLOSET SHELVING (C.F.C.I.), CONCESSION /BOX OFFICE /GUEST SERVICE - EMPLOYEE SIDE (O.F.O.I.) PL -2 NEVAMAR HLGOO2T AMBER GREEN TEXTURED HAUTELINK CONCESSION /GUEST SERVICE - CUSTOMER SIDE (O.F.O.I.) PL -3 NEVAMAR AL2004T, ARP PLUS SURFACES CAFE ALLUSIONS TEXTURED AUDITORIUM TRASH ENCLOSURES PL -4 NEVAMAR S6052 STRING TEXTURED VENDING DOORS PL -5 LAMIN -ART 4007 -A BRUSHED GOLD TEXTURED VENDING DOORS RESTROOM WALLS (ABOVE PURSE SHELF BETWEEN END WALLS) CT -6 DAL TILE KEYSTONES SERIES D311 -EBONY 1 "X1" UNGLAZED CERAMIC MOSAIC RESTROOM WALLS (ABOVE LAV DECKS BETWEEN END WALLS) CT-7 DAL TILE BLACK GALAXY TILE 12x12 GRANITE, POLISHED 'AGO WALL (EXTERIOR), FRONT OF BOX OFFICE TICKET COUNTER (EXTERIOR). ACT -7 USG FROST #414 2' X 2' 205 FLAT BLACK WALL TILE I WL)t � uI rrur�lv'.� APPROVED NUMBER BRAND COLOR SIZE FINISH LOCATION -- (GUIDEUNE) NOV - 9 2007 CT -1 DAL TILE K165, ALMOND 3 "X6" GLAZED CONCESSION WALLS DONN DX, COLOR 103 PARCHMENT CT -2 DAL TIE ODM1 VERMIWON 3 "X6" SEMI -GLOSS fl r a WALLS ADJACENT TO CONCE I ION 1 RI II1I 1 DING D DIVI IVISION CT -3 DAL - DLL PORCEALTO CD37 -NERO MACCHIATO 12"X12" PORCELAIN, MATTE RESTROOM WALLS CT -4 DAL TILE VENETIAN VG03 -HONEY 3/4 "X3/4" MS GLASS MOSAICS OPAUZED DRINKING FOUNTIAN REAR WALL CT -5 DAL TILE SONTERRA SR54- SCARLET 1"X1" GLASS MOSAIC OPALIZED RESTROOM WALLS (ABOVE PURSE SHELF BETWEEN END WALLS) CT -6 DAL TILE KEYSTONES SERIES D311 -EBONY 1 "X1" UNGLAZED CERAMIC MOSAIC RESTROOM WALLS (ABOVE LAV DECKS BETWEEN END WALLS) CT-7 DAL TILE BLACK GALAXY TILE 12x12 GRANITE, POLISHED 'AGO WALL (EXTERIOR), FRONT OF BOX OFFICE TICKET COUNTER (EXTERIOR). ACOUSTICAL CEILING TILE NUMBER BRAND MATERIAL SIZE COLOR GRID LOCATION - (GUIDELINES) ACT -1 USG FROST #414 2' X 2' 103 PARCHMENT DONN DX, COLOR 103 PARCHMENT BOX OFFICE ACT -2 USG RADAR #2310 2' X 4' 050 WHITE DONN DX, COLOR 050 WHITE NON- PUBLIC AREAS, OFFICES ACT -3 USG RADAR #2410 2' X 4' 205 FLAT BLACK DONN DX, COLOR 205 FLAT BLACK AUDITORIUM, AUDITORIUM EXITS ACT -4 USG SHEETROCK BRAND, CLIMA PLUS, VINYL, 3270 2' X 4' 050 WHITE DONN DX, COLOR 050 WHITE CONCESSION, CONC. SUPPORT, CONC. STORAGE, SECURE STORAGE, BREAK ROOM. ACT -5 USG FROST #414 2' X 2' 090 SANDSTONE DONN DX, COLOR 090 SANDSTONE AUDITORIUM VESTIBULES, LOBBY LOW CEILING ACT-6 USG SHEETROCK BRAND, CLIMA PLUS, VINYL, 3260 2' X 2' 050 WHITE DONN DX, COLOR 050 WHITE RESTROOMS, JANITORS ACT -7 USG FROST #414 2' X 2' 205 FLAT BLACK DONN DX, COLOR 205 FLAT BLACK CORRIDORS, LOBBY HIGH CEILING TERRAZZO FLOORING NUMBER MATERIAL SIZE COLOR LOCATION - (GUIDELINES) T--1 THIN SET EPDXY TERRAZZO CAST IN PLACE 40% HERITAGE BLACK GLASS #1 40% HERITAGE BLACK GLASS #0 20% MOTHER OF PEARL #2 + 1/4 lb / S.F. BRASS CHIPS AT 1/4 x 1/4" x 1/8" IN 100% BLACK EPDXY LOBBY - FIELD. PERIMETER BORDERS OUTLINED WITH ZINC METAL EXTRUSION ME-5, SCHLUTER OR EQUAL NOTE: SUB CONTRACTOR TO SUBMIT (2) 6" SQUARE POLISHED SAMPLES PER IDENTIFIED COLOR T -2 THIN SET EPDXY TERRAllO CAST IN PLACE TO MATCH NTMA 5 -301 -4 i) (x7 LOBBY- LETTERS (LETTERS OUTLINED WITH ZINC METAL EXTRUSION, ME -5, SCHLUTER OR EQUAL NOTE: SUB CONTRACTOR TO SUBMIT (2) 6" SQUARE POLISHED SAMPLES PER IDENTIFIED COLOR CARPET (O.F.O.I.) NUMBER BRAND MATERIAL WEIGHT STRIKE -OFF NUMBER LOCATION - (GUIDELINES) C -1 DURKAN FORTRESS, ACTION BACK 35 OZ. N/A PUBLIC SPACES - MAIN PATTERN C -2 DURKAN STARS AND w/ DU SURE STEP' 40 PAD. PAD DOTS ON Y USED AT THE BOX OFFICE & GUEST SERVICES 35 OZ. N/A BOX OFFICE / GUEST SERVICES C -3 DURKAN MERIT, FINALE 28 OZ. FN3866 OFFICE/ NON -PUBLIC C -4 DURKAN MERIT, M -PACT, 10 LOP O. W /DURATHANE II MOISTURE BARRIER 28 OZ. 36596 AUDITORIUMS, AUD. ENTRIES / EXITS & STAIR C -5 DURKAN MERIT, ACCENTS CUT PILE, BECK DYED BLACK 30 OZ. 1779 ( 5G1 BLACK) ACCENT BORDER FOR CORRIDORS AND LOBBY C-6 TRETFORD No 532 80 OZ. N/A AUDITORIUM ENTRY WALLS. RE: 4/A1009 GROUP NUMBER BRAND SPEC. # COLOR REMARKS LOCATION - (GUIDELINES) G -1 MAPEI 47 CHARCOAL /CARBON UNSANDED, 1/8" WIDE GROUT JOINTS RESTROOM WALL - FIELD G -2 MAPEI 05 CHAMOIS 100% EPDXY RESTROOM FLOORS, BACK OF CONCESSION, SUPPORT AREAS, JANITOR CLOSETS. G -3 MAPEI 10 BLACK UNSANDED, 1/8" WIDE GROUT JOINTS RESTROOM WALL - ACCENT G -4 MAPEI Q5 CHAMOIS UNSANDED, 1/8" WIDE GROUT JOINTS CONCESSION WALL G -5 MAPEI 47 CHARCOAL /CARBON 100% EPDXY FRONT OF CONCESSION, RESTROOM FRONT ENTRIES, AUDITORIUM FRONT ENTRIES, AUDITORIUM VESTIBULES, AUDITORIUM ENTRIES (IN FRONT OF TRASH ALCOVES), DRINKING FOUNTAIN ALCOVES. CORNER GUARDS NUMBER BRAND MATERIAL SIZE COLOR REMARKS LOCATION - (GUIDELINES) CG -1 JOHNSONITE VINYL 2 3/8" X 2 3/8" VBG -101, SEAWEED ADHESIVE ATTACHMENT LOBBY, CORRIDORS, WITH WC -2 & MEZZ. CORRIDORS WITH P -12 CG -2 JOHNSONITE VINYL 2 3/8" X 2 3/8" VBG -141, LIPSTICK ADHESIVE ATTACHMENT LOBBY ACCENT WALLS, WITH WC -3 CG -3 JOHNSONITE VINYL 2 3/8" X 2 3/8" VBG- 40 -96 -A, BLACK ADHESIVE ATTACHMENT AUDITORIUM ENTRY / EXITS, WffH P -2 CG -4 JOHNSONITE VINYL 2 3/8" X 2 3/8" VBG- 79 -96 -A, BONE WHITE ADHESIVE ATTACHMENT BOX OFFICE WffH P -6 & MEZZ OFF CES WITH P -9 CG -5 PAWUNG STAINLESS STEEL 3 1 /2" X 3 1 /2" CG -50 DRILLED ATTACHMENT CONCESSION SUPPORT AND SERVICE AREAS (48 "LENGHT) CG -6 JOHNSONITE VINYL 2 3/8" X 2 3/8" VBG -67, OLD GOLD ADHESIVE ATTACHMENT LOBBY & CORRIDORS, WITH WC -1 SOLID SURFACE MATERIAL NUMBER BRAND MATERIAL COLOR FINISH LOCATION - (GUIDELINES) SS -1 AVONITE C1 -161 D LIMESTONE SATIN CONCESSION (FIELD), BOX OFFICE, GUEST SERVICES COUNTERTOPS. (O.F.0.1) SS -2 AVONffE K3 -8495 GOLDMINE G- 3700100 CONCESSION (POS STATIONS) COUNTERTOPS. (O.F.0.1.) SS -3 BRADLEY TERREON CUSTOM COLOR MOCHA CHIP N.A. RESTROOM LAVATORY DECKS & WOMENS PURSE SHELF SS-4 BRADLEY TERREON MESA BONE G 4978976 RESTROOM INTEGRAL LAVATORY BOWLS SS -5 BRADLEY TERREON COAL CONCESSION, CONCESSION SUPPORT, JANITOR CLOSETS, WORK AREAS. RESTROOM LAVATORY SKIRT VINYL WALL COVERING NUMBER BRAND PATTERN COLOR COLOR NUMBER LOCATION - (GUIDELINES) WC -1 M HARAm WHIRLWIND BURNISHED GOLD 394001 LOBBY & CORRIDOR WAINSCOT WC -2 WOLF GORDON ECHO BRONZE TONE G- 3700100 AT THEATER ENTRIES & LOBBY SEATING ALCOVES BACK WALL WC -3 MDC LENTEX VINYL 5905TR/4627 TRANQUILITY RED N.A. LOBBY SIDE ACCENT WALLS, CONCESSION SIDE WALLS WC-4 WOLF GORDON SUMMIT SUDAN EBONY G 4978976 MURAL GRAPHICS & RESTROOM CORRIDOR PILASTERS OQ33 6"X6" FAWN GRAY QUARRY TILE CONCESSION, CONCESSION SUPPORT, JANITOR CLOSETS, WORK AREAS. 7-, r1 rrMA ICra CCD VINYL TRIM NUMBER BRAND MATERIAL COLOR LOCATION - (GUIDELINES) VT -1 JOHNSONITE VINYL #SCC -40 -B BLACK COVE CAP WALL CARPET EDGES IN AUD. VEST. & AUD. ENTRIES VT -2 KEMLITE VINYL #3696 TAUPE AUDITORIUM TRASH ENCLOSURE TRIM & CORNERS VT -3 JOHNSONITE VINYL #CFST -40 -M COVE FILLER UNDER FLOORING AUD. PLATFORM DECKS VT -4 JOHNSONITE VINYL #SSR -40 -B BLACK REDUCER AUDITORIUM PLATFORM DECK EDGES PAVER TILE NUMBER BRAND MATERIAL SIZE COLOR FINISH LOCATION - (GUIDELINES) PT -1 DALTILE G772 12"X12" GALAXY BLACK POLISHED LOBBY /CONCESSION, AUDITORIUM ENTRANCES, DRINKING FOUNTAIN ALCOVES, TRASH ENCLOSURES. PT-2 DAL TILE PORCEALTO CD31 -BEIGE 12"X12" BEIGE PORCELAIN UNPOLISHED RESTROOM FIELD TILE PT -3 NOT USED FOUNDATIONS, SHEET VINYL, MUSHROOM SHEET C1254 HEAT WELD SEAMS W/ FORGO #SW700 WELDING RODS (OR EQUAL COLOR) PROVIDE 6" INTEGRAL BASE BREAK ROOM, (CODE REQUIRED INTEGRAL COVE BASE) PT -4 AMERICAN OLEAN SURE STEP If OQ33 6"X6" FAWN GRAY QUARRY TILE CONCESSION, CONCESSION SUPPORT, JANITOR CLOSETS, WORK AREAS. RESILIENT FLOORING -VINYL COMPOSITION TILES NUMBER BRAND MATERIAL SIZE COLOR REMARKS LOCATION - (GUIDELINES) VCT -1 ARMSTRONG CORLON SHEET ANTHRACITE 88700 HEAT WELD SEAMS W/ CORLON #WO046 CHARCOAL WELDING RODS AUDITORIUM VCT -2 TARKETT EXPRESSION 12 "X12" 1326 BRADLEY MEZZANINE HALLS, PROJECTION VESTIBULE VCT -3 CONGOLEUM FOUNDATIONS, SHEET VINYL, MUSHROOM SHEET C1254 HEAT WELD SEAMS W/ FORGO #SW700 WELDING RODS (OR EQUAL COLOR) PROVIDE 6" INTEGRAL BASE BREAK ROOM, (CODE REQUIRED INTEGRAL COVE BASE) TOILET + URINAL PARTITIONS NUMBER MATERIAL MATERIAL SIZE COLOR LOCATION - (GUIDELINES) TP -1 BRADLEY PHENOLIC 1" PHENOUC J21.8.1 SATIN, GRAPHITE GREY PARTITION DOORS ONLY TP -2 BRADLEY PHENOLIC 1" PHENOLIC J06.4.1 SATIN, AMBER PARTITON WALLS AND PILASTERS (FLOOR MOUNTED, OVERHEAD BRACED) UP -1 BRADLEY PHENOUC 1" PHENOLIC J06.4.1 SATIN, AMBER URINAL SCREEN GLASS NUMBER MATERIAL TYPE LOCATION - (GUIDELINES) GL -1 NOT USED CLEAR SEALER w/ SOLIDS, SOUDS COLOR TO MATCH PANTONE 421U PROJECTION BOOTHS, FILM PREP. GL -2 (2) 1/8" CLEAR GLASS PANELS LAMINATED WITH 3M WHITE TRANSLUCENT INNER VINYL LAYER (OR EQUAL) STARS PPG ARCADE WALL STOREFRONT FRAME ME -1 TO RECEIVE 1/4" MATERIAL RE: DETAILS 1, 2, & 3 / A1013 FURNITURE (O.F.O.I.) NUMBER SPECIFICATION LOCATION - (GUIDELINES) FURN -1 COUCO, JOKER STOOL #8655, CHERRY RED LEATHER SEAT, 15.5"W X 16 "D. HEIGHT FROM 22.5" TO 35.5 ". BARSTOCK WEIGHTED CIRCULAR BASE, MACHINED ADJUSTIBLE COLUMN (PNEUMATIC) POWDER COATED FINISH. WOMENS RR STOOL (O.F.O.I.) AT PURSE SHELF. RE: RR DIM PLANS FOR EXACT LOCATION & SPACING. RE: 5/A1009 FOR ANCHOR. INTEGRAL COLOR CONCRETE + CONCRETE SEALER NUMBER BRAND COLOR REMARKS -1 FRP -1 CLEAR SEALER w/ SOLIDS, SOUDS COLOR TO MATCH PANTONE 421U PROJECTION BOOTHS, FILM PREP. FS -2 CONCESSION SUPPORT SERVICES, JANITOR, AUDITORIUM ENTRY TRASH ENCLOSURES CLEAR CONCRETE SEALER SERVICE AREAS FIBERGLASS REINFORCED PANELS NUMBER BRAND MATERIAL COLOR LOCATION - (GUIDELINES) FRP -1 STRUCTOGLAS SEQUENTIA #FRFR, 0.09 ", #1130 TEXTURED ONE SIDE WHITE CONCESSION SUPPORT SERVICES, JANITOR, AUDITORIUM ENTRY TRASH ENCLOSURES SANGRIA AUDITORIUM SIDE WALLS ONLY [CLASS A] PF -2 MAHARAM AUDITORIUM ENTRY TRASH ENCLOSURES PANEL FABRIC NUMBER BRAND MATERIAL SIZE COLOR LOCATION - (GUIDELINES) PF -1 MAHARAM AWANCE CUSTOM SANGRIA AUDITORIUM SIDE WALLS ONLY [CLASS A] PF -2 MAHARAM CUSTOM #5704 CUSTOM ECLIPSE AUDFFORI M SIDE WALL ACCENTS AND REAR WALLS [CLASS A I DOOR STAIN NUMBER BRAND WOOD SPECIES VENEER GRADE CUT COLOR FINISH LOCATION - (GUIDELINES) DS -1 VT INDUSTRIES MAPLE WH A GR PL SL (FC) SHOP ORDER #969883 STAIN #7045 AUDITORIUM DOORS - RED TO MATCH PANTONE PMS 186C DS -2 VT INDUSTRIES MAHOG AF A GR PL SL (FC) SHOP ORDER #960918 STAIN #5313 FAMILY RESTROOM DOORS AUDITORIUM DOOR PULLS NUMBER BRAND SPEC. # MATERIAL FINISH COLOR REMARKS DP -1 FORMS AND SURFACES GRIP: 920002, STRAIGHT, FLAT END, 30" OAL. STAND #920013, BULLET, THROUGH HOLE STAINLESS STEEL SATIN, US32D STAINLESS STEEL AUDITORIUM DOOR PULLS RUBBERIZED FLOORING NUMBER BRAND MATERIAL SIZE COLOR REMARKS LOCATION - (GUIDELINES) RF -1 DODGE REGUPOL 632 ECO FLOOR SHEET MARTIAN MIDNIGHT 4MM THICK ARCADE SEAT FABRIC NUMBER BRAND MATERIAL SIZE COLOR LOCATION - (GUIDELINES) SF -1 CULP CONTRACT FABRICS BASIC VELVETS CUSTOM TOMATO AUDITORIUM SEAT BUCKETS AND SEAT BACKS DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS ELEVATOR CAB FINISHES NOTE: ALL ELEVATOR CAB SUPPORT EQUIPMENT, SUPPORT STRUCTURE, EXCEPT FOR CAB FINISHES E MATERIALS) ARE UNDER SEPARATE PERMIT BY LANDLORD/ SI-ELL ARCHITECT. DOOR/FRAME: APPLIED RAISED WALL PANELS: FLOOR: CAB SHELL WALLS: WALL RAILS: BASE: CEILING/LIGHTING: FRAME FINISH: LAY N PALL FINISH: STAINLESS STEEL WILSONART #4814 -60, TUNGSTEN EV GRAY SS COED PLATE 93665 (TO BE IDENTIFIED ON AMC 11 PLANS) 13 E035 BLACK SATIN I U2"x2" FLAT BRUSI -ED STAINLESS STEEL NONE SCO2 SUSPENDED ALUMINUM CLEAR ANODILtU, 3 SECTION FRAME WITH FLUORESCENT LIGHTING. BRUSHED ALUMINUM. 5/8 "x5 /8'x3 /8" EGG CRATE PANEL. GENERAL NOTES: A. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTTER DECORATIVE MATERIAL TO COMPLY WITH LOCAL FIRE CODES. ALL SCREEN AND SEAT FABRIC TO HAVE A 0-25 FLAME SPREAD RATING (CLASS -I) ALL PAVER FLOORING IN TOILET ROOMS SHALL BE MAXIMUM 5% ABSORBENCY. D. ALL PAVER TILE FLOORING SHALL HAVE MIN. 0.6 COEFFICIENT OF FRICTION BOTH DRY AND WET. E. SI- ELVING OVER WET AREAS (SIDS, MOP SINKS, ETC.) WILL BE STAINLESS STEEL, NSF APPROVED. F. INTERIOR FINISI -ES SHALL BE PROVIDED N ACCORDANCE WITH THE CBC AND AS REQUIRED BY LOCAL CODES. G. COORDINATE DOOR AND FRAME PANT AND STAIN COLORS WM-I DRAWINGS A512 AND A61I. H . INSTALL FLOOR TILE OVER WATER PROOF MEMBRANE AT THEATRE AND PROJECTION LEVELS N ALL RESTROOMS, JANITOR ROOMS AND DRINKING FOLMAN ALCOVES. I. • PROVIDE BEAD-EX INTEGRAL L CORNER BEADS AT ALL VERTICAL, CORNERS IN TI-E AUDITORIUMS, LOSSES, AND CORRIDORS, EXCEPT: • PROVIDE BEAD -EX INTEGRAL 'RADIUS' CORNER BEADS AT ALL VERTICAL, CORNERS AT MURAL GRAPHICS E RESTROOM CORRIDOR PILATERS • PROVIDE BEAD -EX INTEGRAL "RADIUS' CORNER BEADS AT ALL VERTICAL, CORNERS WI-ERE TRETFORD WALL CARPETING IS TO BE INSTALLED IN TI--E AUDITORIUM ENTRIES. J. ALL PAINT FINISHES TO BE BENJAMIN MOORE OR EQUAL K. REFER TO SI -EETS A53I E A532 FOR AUDITORIUM WALL FINISI -ES AND LOCATIONS L REFER TO A523 FOR RESTROOM FNISI -ES M. REFER TO I / 41010 FOR TILE PATTERN FOR DRINKING FOLNTAN WALLS N. REFER TO 2/A1010 FOR TILE PATTERN AT CONCESSION WALLS O. REFER TO A3I0 SERIES (REFLECTED CEILNG PLANS) FOR CEILING I- EIGHTS, COLORS E LIGHT FIXTURE LOCATIONS. P. REFER TO A52I E A522 FOR CORRIDOR AND LOBBY WALL ELEVATIONS B. C. FINISH MATERIALS AND COLORS: SILVER SCREEEN MATERIALS I Kevin s e.: n ro tm. n Redist- re Alrch)teOt 2575 an Jacinto ve. Ja into • Phone: 91.9252504 Fax 1.92 .0244 SEAL: J i Ju (1l /i: \,\f ST , 7E. OF WAS, li lca fO,v CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: H E N D E R S O N E G I N E E R S I N C O R P O R A T E D 6323 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913-307-5300 FAX: 913-307-5400 WEB: Wf W.HENDERSONENGINEERS COM amc Copyright 2006 -- AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 533 SouthCenter Drive, King County Tukwila, Washington g mEmmmEmmtammmumniiti_ ggilfiggil§§§ilgilm F aaaaaaaaa5a mu,.a,,, KEY PLAN: SHEET TITLE: SHEET NO.: ISSUE INFORMATION: SHEET INFORMATION: FINISH MATERIALS SCHEDULE A512 N I✓ !E PROJECT NO.: 223- 383 -05 SCALE: NO SCALE RECEVEL JUL 12 ?rind ' 'Lh ;.,l :: DATE: INFORMATION: - . ES) FEASIBILITY FLOOR PLAN I P -9 ES) I I P-I (ES) I I P-9 (ES) I ,- • ES) 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS ( 9 (BEYOND) 0 9 () 0 P- (BEYOND) p I NE-7 NE-7 I I 0 9 0 P-6 ES 10 0 IP-9 (SG)1 24 24 IP-9 f58)] 0 10 P-6 E9 ;- 9 II 11 �� �(�. �o. � V �� � � V �o. EQ. = P-3 P) I rrrwr u �!� ■�!w � 1_ Mama= I P II 'Q ��� '- � s .>... �,■.■.■.■ lir f I P -3 I .; . , 5� ,�' y.- ...,v !ic at.� I P - 8 E) I , p,. _. 1..,- • - , i' q -_ r CAS ; 1 ` ........�. nrrrrrr- 11f1[Illw��' I 4 `� `� r/� • - � 8 _.. �:' F v ...:. . 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'� `Q n j € .5 I RRI I kll �■ .It> r■- -■- F....- �.��9r = .. � L_..! wwwi� M r■■ - ( ■■II ■ ■ ■ ■ ■ ■li /�� ■l• d� INN ■■ �� pu - v "' - I■ - .r r �w1 ... � �immem 1 �t r -t 4 7 � ��r■■rrr•■■a■Ir- t� tiwirwr� -- �ii■irrrr - --- ■ ■■!♦■■ ■■■■I ■-' - rr■- rw■.r1■■ ■ry ■1■■■■■w■■■.■la ■■■ r -■■ter. r�l■■■ -■r -1■r ■. ��■rrr_�>• A■Pr■. ■■■■1■r■ ��■■ r■■1-�.1m■ ■��■■■■1 ■■w- -� ■r■errrrrr� --■■■ I ■-■ 0 CfYPJ (TM � 0 O ?6 16 = 0 (TYPJ WC-2 MI WC -1 16 26 44 28 16 6 4 16 34 CTYPJ 4 16 4 6 CT -I 7 MP.) 34 0 1 ® 4 -2 Q P ) -2 WC -I -2 6') N4 Q') (TIP.) FIB-3 CrYP.) WC -4 NE-3 CTYP.) N4 6') (TYP.) ® WC -2 WC-1 I CT I CT I I WC P-14 ME-3 WC -4 PTB-3 P-14 6') MP.) (Ti PJ FACE ONLY FACE ONLY MP) (TIN.) (TIN CORRIDOR ELEVATION SCALE: NOTE KEY l/8 =I' -0' t i) 0 9 PLi (1E9 I I 1 ' I " ` �►' I. GYP. BD. SOFFIT / FASCIA. PAINT. 2. GYP. BOARD. PAINT. 3. DRINKING FOUNTAIN WALL TILE, RE: AIM E, RE: FINISH SCHEDULE. 5. 4. BASE TRIM. RE ( '� I E S) 1 NO 6') I F - HO 6 NO I IP-3 ESI HO E ) '' I NO E)1 P-3 ES) P-3 0 NO ES 9 0 27 33 2 0 2 _ I� I I P-6 • ; P-3 63) 41005 6. POSTER CASE UNIT RE: ELECTRICAL DRAWINGS. 7. CONCESSION CASEWORK/EQUIPMENT. (R IC.) RE B' SERIES DWGS. 8. GUEST SERVICES CASEWORK. RE: B' SERIES DWGS. (\11.C.) 9. AUDITORIUM SIGNAGE, RE _ WAYFINDING DINGS. 10. RESTROOM WAINSCOT TRIM. II. RESTROOM BLADE SIGN. RE = WAYFINDING DWGS. 12. GYP. BOARD SOFFIT DROP. PAINT. RE: 1' { G'. \ - , VENDING ` �% I Wf �?‘ `'' - a• ch 3 I I I' ' Ii 1 C : \ - • nE��'�M��j ' x -: S LZi P-3 E') r. -I � , -�:�, :�w I �. ; , , - � _ ,! ; �+ , o OPEN 9-pa _ �- lad \ L -6 6' -74" 19 19 7' -6" F -.� 1 - _ 0 ; o. 6.-7" - - 1" 19 \ : 1 19 I ' ■ r w ! I P-3 6') I I P -3 E') I L1 E') y at `, p 1 FLL - ° � 4 , -6 ' i MU a ; I I WC-I I • • I WO-1 1 F • • -. .-. -. \ �� - -- - � � -��� r 12 ( -108' ] ( -2 3 (T Aslir w 12 I P 3 _ 12 IOa L 6 ) 4 34 m �PJ 16 , _ 108 P-2 a' I, P-2 6') I P-2 E') I I P-2 Q') I 16 16 WC -2 16 WC ,, 1 16 I WC-I 16 5 12 ( 42 -108' I 9 t7YP a I WC-2 ] IP-3 MR) I WC -4 ® I WC -2 1 4 I W I WC -41 I WC -4 I I WO-4 I I N4 E) I CTYPJ , t IP-3 1` t 9 I9 MP.) D 1 P-3ES esI 41002 13. ARCADE WALT_ ASSEMLY. RE0 Ems) I P-10 6') ES) P-f 0 i- Es E'l I P-l0 ED) P-3 ES) ') P-3 es) I CD 9 0 0 0 0 P-6 ES) AI013 14. AMC SIGN, ILLUMINATED. RE= WAYF>MIDING DRAWINGS. l5. GYP. BD. w/ PRIMER PAINT WALL COVERING. E . ACCESSIBLE DRINKING FOUNTAIN RE _ `11 - ' - * `° - `1P l 1* immano i .{ 'ti 1 iili C-2 _ OPEN Al , f • .9 .0-.6 4 d. .L -.9 ' El I .9-,L - - E ±r11i'r__ / .r 19 1 I 19 I .o-.9 1 .tL -.9 I .9 -.L �.- I �� I P-3 num NG i 4 i l 3 L 1. L ai __ H.�,■. t ..- .. ......... -.- ,.... rlrrr.>.>_ a■■ rrr■ rrs -- ■.f■■wle•.rwr�w■■rrrrr■.� 12 _�■„1,,,.- rr..■,_�..... .�„ _ .=NMIMI Ills., 16 illr_. ■.111,. 0 8 ' t_ B • P-2 E) P-2 P-2 P-2 ��_ 108 34 4 16 16 WC lb 16 34 WC -2 WC -I 42 16 ® I6 16 19, APPLIED VINYL GRAPHICS PANEL RE: WAYFINDING DRAWINGS. PROVIDE LEVEL 5 FINISH BEI -IIND MURAL PANEL OVERLAY. RE: �. IT-103' '-10 • 8 CTI P.) MP.) ® (TYR) amp) VB-I B P-14 Q') WC-4 WC -2 ® WC -4 WC -4 - WC-4 WC 4 H4 MP.) MP.) (TYPJ CORRIDOR ELEVATION SCALE: S ELEVATION 20. PUBLIC TELEPHONE RE: AI010 "=I ' le CORRIDOR :: I 1 1 1 i 43 14 29 44 FACE ONLY FACE ONLY D FACE FACE ONLY ONLY 44 29 43 {4 R P� CODS CO ®NED op - 9 2 41 SCE : '1t18 21. FIRE EXTINGUISHER, ADA COMPLIANT. RE= 41003 22. AUDITORIUM DOOR GRAPHICS, RE: WAYFINDING DWGS. 23. DIGITAL PLASMA SCREENS. OF.O.I. RE: 1006 24. AUDITORIUM MINI MARQUEE, PROVIDE ELECTRICAL. RE: ELECTRICAL 6 WAYFINDING DWGS. RE: 4 b Ho Es) IP-IO E)1 4 1 I \ . I I III !! t l i• I I r, I - fu �I 19'47 39 I .. 39 I Cfl .o-. A1012 25. STOREFRONT. RE: BASE BUILDING DRAWINGS 26. STAINLESS STEEL BASE (BY CASEWORK MFR.) 27. GYP. BOARD ROTUNDA SOFFIT COVE RE < o 0 �„ 28. MENU BOARD SOFFIT. RE A1002 I ! 41006 PROVIDE CONTINUOUS 3/4' PLYWOOD TOP TO BOTTOM 6 SIDE TO SIDE CANTED SOFFIT FACE, PROVIDE RE: ELECTRICAL & WAYFINDING 29. DIRECTIONAL SIGNAGE! RE= WAYFINDING 30. G.FR.G. (GLASS FIBER REINFORCED COLUMN WRAP. RE: F BACKING. OF ENTIRE ELECTRICAL DWGS. DINGS. GYPSUM) SIM. CO P - I ES) P-I 0 E S ) I 0 b �� t .. P�f ``� cv �' `''- 28 © 28 I P � � a �-�'"' �-�■'�����'� e • ��� "' 111 •� 1 F ---- \ -- W Es I \ NMI MO II ARC T �irI17d�ll�ll� ■m Imun ' I P�3 E�5) _ •w-r-° - ' �? w - (3; o > , _ - DE \_ -1 o - - -r • et. r, = "-- n 4 .: -:s `, -= h- =. I . c� 41005 AI011 31. CABLE SUSSED TRACK MTD LIGHT FIXTU2E SYSTEM _ PROVIDE POWER. RE: ELECTRICAL DWGS. RE RCP. 32 CONCESSION WALL TILE. RE= WALL FINISH PLANS 4551 - A552 a RE: A1010 33. AUDITORIUM SIGNAGE a MARKEE B.R.14 -LEAD. RE: ,, _ N `'� �"' ■■...■_..........■_ I l T7 �. =-° �.I, . k .................:. .....:: • WC-I ....I.:- 1■■■r■.r.- ..I 4 I \ \ \ 38I F 4 B ... CT -I ME -3 lv E-3 CT -I 20 15 WC - 2 I P-14 (P) WC-I I WC I A1002 34. AUDITORIUM WALL PLAQUE RE: WAYFINDING DRAWINGS. 35. RESTROOM WALL PLAGUE RE: WAYFINDING DRAWINGS 36. ROLLING GRILLE BY LANDLORD. 37. GRAPHIC MURAL COVE RE: 24 VB-I I WC - I I I CT -2 CT -2 I WC 2 I V@-I F l .,- . alp.) 0 WC -I 4 }NO ESI WC -I A724 38. BUS STOP POSTER CASE WIT RE: ELECTRICAL DWGS. 39. LOBBY MURAL APPLIED VINYL GRAPHICS PROVIDE LEVEL 5 FINISH BEHIND MURAL WALL. RE: WAYRNDNG DRAWINGS 40. SURFACE MID BATTERY OPERATED CLOCK. RE: WATICAYFINDING LIGTING DWTGS. 41. VERL HRACK ASSEMBLY EMBEDDED N GRIP COLUMN SURROUND. D. RE: ELECTRICAL DWGS. PE: SIM. 8 ' -2 ' I ' o ' L 6 ' -0 " _ I 1 I I I • ! r I i ♦a 43� 4 _ ... r \ = • 0 Opp o• o { � O i i i WC-1 • •) o � I W C I 39 14 --• 41 OPEN ME-2 + P-II P-0 c 2 45 45 Alai AI011 42 ,�, .0 _ 29 ( _ --� -5 MI _ I = MATCH VERTICAL FACE. 44.CONCESSION LIGHT COVE. RE 46 I P 11 +l ��■ 1 ' ■� . P� E N 1 = ■INN � I we -I I Q ` IT i i :�■M'u'=' il �i, -- r -- _ 1 T " I°'■■IM�" - - IV \ ∎Q 4 �► I . �� _ suiri a..l�lorla WC_I .. z iMi n ■MI�`� E= BE r' ni .iii.i �"'rr`�"r .I,�■'r �. _ __ , � � �� °= � �f} f��} 1 I C ,r'�l E I I ' ' `r/_ I O - 10' -0' OPEN 1- O rr FFft f II : r ■" NMI! P 4 II wrr rul ■ ■rllr ■ w 1 • :� O �1 - N -- - Ir*rLI:E *Y en "x l Iwrrll c c10 % I !// f ` ` Q p PM'', - _ - moo 45.12' ALUMNIf�JM COLIJNW COVER SYSTEM. RE i • r/f . '. N F f :r eTiu * , urr rrr; lurrrr■■w Ilfrrrrrrra I �CT -I ] 30 i� I CT -1 IP-10 E) (GT -I I -"cfLl1: 30 n / :�lii? I r .*.II i w1■rr Il a 1 1 IIrE ■rrw 3 f l . d . ; . ∎1ben. NnI Illll »."� - - :: - '"""`I.MF■■r !-rAI �� ■ - T7�7 „ I lam' -� t� _ - ( - � _.: .. ' v3 =: rA7 { } x� asav :. ^'� �� ii{{ .. °%' 46.FURR -0UT STRUCT. Met CONNECTION w/ LWA� p� CONNECTION -L LAD ALUMINUM COVER SYSTEM. �t� rrrrrrrf -- I 1� tEif.■MX �alL _ -- 3f r: =■ it S ��1• r �� ■ w� . ��� Ir�...IrwllrllN rwrw as+s! l ,... ..r...- , u :..■.:..1 7 11rr- _... a.r.... , ...r� - 4rrr� +r1. . \ \ 4 4 P -14 (P) 40 2 8 4 26 7) 4 40 q WC-I I 4 4 GENERAL.. NOTES VB-I GL-2 0 25 36 36 0 8 40 29 v8-I P-i6 (SG) c-5 C- PTB-3 V I FACE ONLY A REFER TO REFLECTED CEILING PLANS AND FINISH SCHEDULE, FOR SOFFIT COLORS. B. NO OUTLETS, TI- IERMOSTATS, ACCESS PANELS, I-1VAC, ETC. ON WALLS WITH GRAPHIC PANELS SCALE: �A LOBBY ELEVATIONS l /8' =l _O• DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e i n De ro tm n re •rchte 8F •nto ' Ja•'rtto P1 .ne: 1.925 504 Fax: ' -.1.92 .0244 -1' stk@stkin .corn SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 5325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913- 307 -5300 FAX 913- 307 -5400 %Es: VHAEHENDERSONENGINEERS.COM PROJECT FOR: f1 'r, -vIN D _A■\. 1 7 M , S7177. OF W /iSHINGTON IAA amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES vpp AT esdeid SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington NOM ggggng F ° «4<< 4a<4.c:< ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: SHEET TITLE: INTERIOR ELEVATIONS LOBBY AND CORRIDORS SHEET NO.: A521 RECENED JUL 12 Pill ' ; DATE: NOTE KEY I. GYP. BD. SOFFIT / FASCIA PAINT. (BY LANDLORD) 2. GYP. BOARD. PAINT. BY LANDLORD) 3. ROLLING GRILLE BY LANDLORD) 4. IT HIGH STONE BASE. (BY LANDLORD) 5. GRAPHIC MURAL COVE. RE= 4 4724 6. BUS STOP POSTER CASE WIT RE= ELECT. DWGS. 7. LOBBY MURAL APPLIED VINYL GRAPHIC LOBBY MIAL APPLIED VINYL GRAPHICS PROVIDE LEVEL 5 FINISH BEHIND MURAL WALL RE: WAYFINDING DRAWINGS. 8. STOREFRONT. RE= BASE BUILDING DRAWINGS 9. GYP. BD. w/ PRIMER PAINT 6 WALL COVERING. (BY LANDLORD). 10. 3' -6" HIGH STONE WAINSCOT BY LANDLORD) II. IT® COLUMN METAL COVER SYSTEM. BY WA CLAD. FINISH METTALLIC PAINT. 12. 4' -O" NIGH ILLUMINATED AMC SIGN. RE= WAYFINDING AND ELECT. DWGS. 13. -b " HIGH ILLUMINATED AMC SIGN. RE: WAYFINDING AND Fl FCT. DWGS. I P ES) I I P (ES) I 0 7 -18 -06 0 12 8 -21 -06 0 1 -15 -07 100% TENANT PLANS v \ �` '•, ` , ` 6 I •_. C r_ o V -lJ = °' w° � us ,. - ' w I I I I -) 14. 2' -6" HIGH ILLUMINA I ICU TICKETS SIGN. RE: WAYFINDING AND ELECT. DWGS. OPEN I � `' o t w o OPEN OPEN 15. AUTOMA I ti.) BOX OFFICE RECESSED IN WALL. STANDARD )UN TS DISPENSER PROVIDE ELECTRICAL POWER AND DATA. RE= ELECT. DWGS. I P EST A > 9 WC 16. AUTOMA I CU BOX OFFICE (ABO) TICKET DISPENSER RECESSED IN WALL ACCESSIBLE "ABO" WIT. PROVIDE ELECTRICAL POWER AND DATA. RE: ELECT. DWGS. 17. SKYLIGHT / BEAM SYSTEM. BY LANDLORD) 1 STEEL FINIS 8. NS 6 PLEXIGLASS PANEL SYSTEM BY LL) REVIEWED FOR CODE COMPLIANCE APPROVED Nov - 9 2007 Cit1 Of Tukwila B ILDIN D�ION ® 9 14 11 I IIii s � ' 11 P E7 „. . I u: II P-II 0:') r s;s j .,� -_,g: U Q �� �.` 1. M7�r LL a F r, % 1 3 ` Z a . y h� Ati 4 V -�n4i v I 1 1 x �.,,' pm 5MM. \\ %9 9 I ' r 31-6. P.I i 1.11. 1 1 1 l 1�� I `."'"" 4 1§ 1111=1INi MIN`iil I1 3# 9 I' v ■I11f■hIC' 5 16 18 a s 8 4 0 0 ® 0 4 8 10 O 4 I WC-I I P-3 ES) ENTRY LOBBY NORTH WALL ELEVATION Th 1/8 " =1' -0" ) (ii r P-3 ES) I P-3 (ES) CL) a GENERAL NOTES A B. REFER TO REFLECTED CEILI PLANS AND FINISH SCI- EDULE, FOR SOFFIT COLORS. NO OUTLETS, TI-ERMOSTATS, ACCESS PANELS, I-1VAC, ETC. ON WALLS WITH GRAPHIC PANELS 0.1....002S b ::0 4 �' I P-6 ES) < BEYOND BEYOND 0 ) P-6 (ESA ) a < a 9 WC-3 PSI E) • OPEN p-3 a 14 < OHUES) I �' 0 ) BEYOND ' MI WC-1 9 ) �, u a } - .9-.6 �tiiiNiil n[arrti I I i aom r �D r aj — /p -L �/pp P U ) 0 I P-6 IP) _ r _ x r —ow I. ■ I�I�I�I�1I�I1 ��If 11=1111111111111 ■ #II�II w■ U Ras: n4- r ° = i i jq^ r �11J .I liter ma ahome ►�...�. r- imam minensIMPS IIII�M � I�1Itle>•�1 _ 8 ...... �._�.� ■I�it�1 ■�� mig:41 ■_ iNl�11111, 11i■il iili1l�ii�1M _ �I•`:r;.�:.� ` i IMAI ... .... ..��' €�' 10 10 4 18 10 18 a 8 0 8 a IC) 16 4 6 10 HI E) ENTRY LOBBY WEST WALL ELEVATION S �j �� ENTRY LOBBY EAST WALL ELEVATION SCALE _ 4 1/6=11-0" DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5-4-05 FEASIBIUTY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e in ■ern ro tm:n e istere • Mrchptegt 2575 .. Jacinto • ve.. San Ja Ph a:911.925 504 Floc SEAL: W W§ 1.92.02441 FJreU stk©tkinc. CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: IAA ENGINEERS INCORPORATE D 63 LEND(A DRIVE SUITE 400 LENEXA. KS. 66214-1695 TEL: 913- 307 -5300 FAX 913- 307 -5400 VEBI WYKHENDERSONE 4G9lEERS,COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT W esd1d SHOPPINGTOWN SO UT H CE NTER 633 SouthCenter Drive, King County Tukwila, Washington g mmmmmuimmvirmordayoud )- 04 M c`roltq „ 44 4 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1/8'4-0' SHEET TITLE: ENTRY LOBBY ELEVATIONS SHEET NO.: RED IVED A521 . JU" 2'T" DATE: RESTROOM ACCESSORIES LEGEND NOTE KEY FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN CONTRACTt LEN W -4 DESCRIPTION MANLFACTL ODNi ACTOR L GYP. BD. SOFFIT /FASCIA. RE= FINISH SG- EDUL.E FOR SOFFIT PAINT COLORS. 2 GYP. BOARD. PAINT. 3. WALE TILE INSTALL MOSAIC WALL TILE BEHIND LAV MIRRORS AND PL1r25E 2. 51 - ELF MIRRORS. RE= FINISH SCI -�DULE Sir A512 0 to 0 CT-61 95% TENANT PLANS ITEM DESCRIPTION .MairCA.C.Ra S MODES NSTALLED E MODEL �� PARTITION MO1NT TOLET SEAT COCOVER SANITARY NAPKN DISPOSAL, AND TOILET TIS5W D SERVES C(E TOILET CONPARTty 'ff (vy0►�p -�ApI FY -u X 1 / A522 GB-2 -2 w �� ^ ry x.M :- = , W ° = SCD -f GB-i � 14 PTW -I gCS -I _ ~ : r ;` P-9 (SG) M PARTITION MQINTL MOUNTED SEAT COVER/ TOLET TOLE DISPENSER SERVES TWO COM AR1 TS Ov�TD- f3RADlEY n592 X ., �....,�: I , i I , I ai j - ' f ' " W� RECESSED, WALL MTD SANITARY NAPKIN DISPOSAL (WOMEN-BRADLEY u 5942 X 30 ® M-2 RECESSI� SEAT COVER TOLET TISSUE WEN-BRADLEY X5922 X ���! = AND TO LET T DISPf ER SERVES ONE TOILET CO S1� COMPARTMENT (MTD UNDER GRAB BAR) 1 2AA522 � OM 2C A522 4. DRYWALL PREP FOR WALL COVERING AS SPEC' D. 5. RECESSED SANITARY NAPKIN DISPENSER. DISPENSER. ER. 6. GRAB BAR 7. COMBNATION TOILET, SEAT COVER TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL ROUGH = =� W es. m M-3 TISSUE o co GRAD BAR. X j j iiill . W 594 X _ 28 1111 II PA k I I I ION MOUNTED SANITARY NAPKIN DISPOSAL TOILET OCO(vfPARTMEJVTDS�DL�f32 GRAB linirki - _1 n �- rr ■ ■ i �I M M -4 M -4 RECESSED, WALL TOLET TISSUE PENSER, SERVES ONE COMPARTMENT DISPENSER, (MOUNTED 1f32 GRAB BAR) #5421 X � - - I ' Q 1 , `�' 1 I ' el SCD-I R� SEAT (DOVER DISPENSER - 500 CCIM BRADLEY 4 X CT -3 1 2B/A5221 ' ► bill 18 i f i." ELMEEI ■ 19 W-I PARTITION MOUNTED SEAT COVER/ SANITARY NAPKIN DISPOSAV TOLET TISSUE DtSPB , SERVES Two COMPAIRTMBVTS MO RADLEY 11591 X GB-1 W2' DIA. X 3'-6' LONG STANLESS STEE GRAB BARS WITH EXPOSED MOLNTNG AND SATN f451 -1/ WC CONFIGIRATION BRADLEY n817 X UI CUT INTO . ION BY MANUFACTURER AS REQ REQUIRREE D. RE= 14 /AIOQIOQI W -2 R TOLET SEAT COVER DISPENSER/ SANITARY NAPKIN DISPOSAL AND TOLET T DISPBJ$8 (WALL MTD AT GRAB BAR) - FLEX RECESSED UNIT. n59I2 X GB-2 FUR' Dua. X36' LONG 5TAitESS 511$ GRAB BARS W� �Sf� O MOLNrNG AND SKIN FNS-I WtT-I ANBUATORY Cor1AaRATION BRADLEY $!? X ME-3 8. COMBNATION TOILET SEAT COVER TOILET TISSL E DISPENSER. ROUGH OPENING CUT INTO PAR TITION BY MANUFACTURER AS REQUIRED. RE= 14 /AIQ01. W -3 PARTITION MOLNrED TOILET SEAT COVER DID, SANITARY NAPKIN DISPOSAL, AND TOILET TiSSLE DID SERVES TWO TOLET COMPARTMENTS WITW GRAB BAR. (5Bu11 AM�LIATCRY COMPARTMENT) *5911 X 66-3 W2' DNA. X I'-6' LONG STAINLESS STEI3 GRAB BAR WITH MOLMNG AND SATN FNSI I/ WC CC FIGIRATION BRADLEY X FAMILY 1308 #374 MIRRORED ! SCALE _ � 9. MIRROR (24' X 607 W/ CRL nDP45P POLISI - ED FINISH I /4" DEEP NOSE "J` CHANNEL TRIM ON ALL SIDES. 10. MIRROR W/ CPL $tDP45P POLISHED FINISH 1/4' DEEP OSE J' CHANNEL. TRIM ON ALL SIDES. IL MOTION SENSOR FLUSH VALVE 12. WALL SCONCE, SEE ELECT. DWGS. VERIFY AND COORDINATE EXACT LOCATION OF WALL MOLNTED J-BOX W/ SCONCE MFR'S DATA TO INSTALL FIXTURE AT MOUNTING 1 -EIGHT PER DIMENSIONS SHOWN. 13. PAPER TOWEL DISPENSER. ALIGN CENTER W/ TRASH UNIT. UNIT. COORDINATE W/ LAV DECK SYSTEM SHOP DWGS. 14. PAPER TOWEL DISPENSER / WASTE REC 15. INTEGRAL LAV DECK SYSTEM 16. LAV DECK INTEGRAL TRASH RECEPTACLE 17. PURSE St-ELF. RE= 14/A1004. 1/4' =1' O' PTW -I TOW DISp8V5ER/ WASTE RECEPTACLE (AT FAMLY AND UNSEX PR CI UO BRADLEY > 4-IO (800 COUNT CAPACITY) x 10 0 18D/A522 i. _ •• 0 - 1 = I P-9 (SG) P•9 (SG) P 9 (SG) �- ! 10 CT-6 25 PTD-I RESED PAPER TOWEL DPNSER BRADLEY n244 (800 COUNT CPACITY) X 1, I 118A A5522 2 ! 118C A2 ( 9 NTV -A NAPKIN/ TAMPON VENDOR, STAINLESS Sr SIffi. X17 CON OPERATED X � � 1 r fir: w W �:: z � w. ; �_ - �.... �= 30 ® ter, / a : 1 18B/A522 I PS-I RE= RLSI•I 1004 >+ DE FI SI-1 SCI-ED X y -. it PURSE 51-ELF, SS-3 w _ :: T � - � ^ �� 1' BCS� BABY CHANCING STATION (CF.CIJ R.LLY RED, I IORIZON STAINLESS Sll�. KOALA CORPORATION K�IO SSRE X S ■ r i I -1 ■ � ■ E CTW� 111111111111 _ ■ .�. �"� - .. _ . i MI 1 � -41111 ■ Mill I � ""�""""� ' tWI �� , � �, 1111111M1 I CT -3 rii q • I i I I , mil 11_13 MI 28 ! I \I 1 v .9 -,v SS -3 19 20 A Ib 19 � 7 • 3B/A522 4 1 3D/A522 4 ME-3 MAE-3 34 P� (SG) P 9 •® 25 SCD L ; i I ©; 18. MOL NT HANDICAPPED PL.UMBNG FiXTL PE AT REQUIRED ACCESSIBLE I - EIGHT PER MSBC, CHAPTEF2 1341. B el 18 P-9 (SG) • -_ -. �� � ° ` = w - - - � :_ w 4g '' :j..I_ . w _ _ � . �= _. ._ `: ws :.:lii I I 3o ME-7 I 6 GB 28 -I ® -I P-9 (SG) 8 � w � � W =; � M� W '� � � - .�.�..._..:� • y_..Y , . -.._ � fi�� I ME -7 30 • -::'". •• . .. . :. • .. .. Y._Y ' i•• ��� _ _...�___. - _.:Ii ,.a . �.� :. 1= �:... �I "_2'= �'{:J::i.LC.'f�, ■ IQ �i C'�' C7 - _ ■ CJ' �� I P� ) � � SCo-1 � .. .._. .,-. tea a L©� ■ _ 19. STAINLESS TEFL COVE BA RE= 17/A1004. S SS 5 O SE D M-4 - __ � � i tea; 20. PARTIAL I -EIGHT WALL WITH TILE CAP. FINISH ON SIDES AND END OF HALF WALL TO MATCH ADJACENT WALL FINISH (UNLESS OTHERWISE NOTED). RE: I ili - w °:zw•. ` i.- zi :'^i... .s i:i:n --• ..._. =s N " �I -° nl■ = ' 9 CT -3 MI� ■II■■ I IM■IIMB alll �P GB-I CT - I ■ h„ - -� , 1 _ ��.! �.! ii ^,,. _ �� 3A/A522 2/A1004. -' r! .! ■ 1 1 1 .! � _ ■■■ ^_• . - -� 16 I I " .-. , - _ < {� I I - IMP -I ( 6 G8 2 �!. ' ' !j * -" -I _ * WOOD RAIL TRIM AND INTALL TILE BEHIND TO 22 FULL Y RECESSED DIAPER CHANGING FIXTURE. CONTRACTOR FLO2NISI -ED ANS INSTALLED. 23. REST ROOM LIGHT TROFF. RE= ELECTRICAL . I- 24• EIGHT PAPER TOWEL DISPENSER MOL D AT ACCESSIBLE , 25. TOLET PARTITION (OVERHEAD AND WALL BRACED) WITH DOOR. FOR PARTITION TO WALL ANCHOR RE= T �• ! T _ s - t IM 1� , =1 19 CM - 2 - ) 26 19 18 0 18 19 MH I D 18 ® ME -3 UNISEX SCALE _ 1� MEN RESTROOM *309, 1373 MIRR SC ALE = r� 1/4 " =1' I/4 " =1' O" 10 24 1�N�� 'FOR R P p,�l� C� C�� � � ®i�D A � N� `� ��� C +�1 i� ,, O�ISXO P.9 (SG) 0 0 CT-5 I 0 P-9 SG)) P-IO (S6)1 2/AI003. FOR PARTITION ACCESSORY MOLl1`JTING RE= 9 0 - 14 /A1001. URINAL JN L. 26. PARTITION MOUNTED ON 'Cu CI -IA CAULK CHANNEL TO TILE JOINT WITH CLEAR SILICON SEALANT. C RE= 2/A1003 FOR PARTITION ANCHORING. RE= FINISH _ - -- _ w` 6 GB-1 COI : ?_ 30 ME-7 1 P O :- OHIO �1 � _ - _ R _ 30 ME - 7 I / �` SCi- ®1.1LE SHT A5I2. 27. NOT USED. 28. AUTO FLUSH VALVE MOUNTED RIDER GRAB BAR [GB -27. SET TO ALLOW TOP CAP TO BE REMOVED. 29. TILE ON END OF WALL RE 3/A1004 ;Cc?1 1 ■ry \ : ti , �� - I { - 1 r I - y a • ■ I 1 C T -3 1 ■ � (CT -3 ( W _ . - - -, ':F' = �i . • nom► �► ' = == - _ MEE ,� . n n n n iii �' - r ' n I n �� ri 1 11. 11.1 1 n �... 11.1 � ■ �� 1 _ I MI 28 ' � al 1 fr - � I t»r� � 1 � �rl _ fr 30. TILE WAINSCOT METAL TRIM. 31. BAR STOOL FURN -I o.F.CJ. RE :5/A1011. 19 30 0 PS -I � 36 0 0 � 18 � � ` W_2 3b � 19 � ( 4D/A522 1 _ - 4F/A522 g 4S/A5221 YL° �� 1 A � 4 ME -3 I ME I 32 WATER CLOSET. CA COMPLETE AROWD FIXTURE IC L WITH WHITE SILICON SEALANT. RE: PLUMBING F1XII.RE SCHEDULE. RE =I4/AI012 �. P-9 ) PT ► a 35 _ D-1 TYP. ____ _ _ ell K ■■ ( �=_= .1 � P 9 (sG)1 a P 9 (SG) $_ �c �.■■■� ■� ; i ■■■■■�111.1.0 , ' ■■= : � ! fr � � �� _ _ � � I 33. FINAL CAULK COMPLETE AROUND FIXTURE WITH SCI -M WHITE ULE. SILICON SEALANT. RE= PLUMBING FIXTURE ` �_�.Mw \ _ � - w; : ' f ��� � �,�: -w. ' � � i .1 f ' / _ I ti ,' Ur sa r .* ► - -. -Wr � ► � � � I I _ MINI � / I \ CT 3 - - ' ■ -�_ , ` I % +) i « �l I I i I 4A/A522 M PLUNGING FIXTURE SCHEDL�E. 35. PENDANT LIGHT FIXTURE RE REFLECTED CEILING CEILING PLANS ELECT. DWGS. 36. BACK TO B = _ SS 3 (� ■ i .9-,Q Tfi:i�� I MIN i �• ■ I-i �. �. �N ' , ' �� �, ' ■�� ■ *� . - -- - - -- ■ I .11� �)�■ xi j ■ I r- , I � 1 37, LAVATORY SKIRT. I �1- • • • • • E ::: PS -I 19 16 G D 16 19 CT -3 G 55-S 14 �] 15 AI01O i ® ME-3 A. WRAP ALL EXPOSED PIPES WITH INSULATION UNDER LAVATORY COWERS. TYPICAL B. REFER TO ENLARGED RESTROOM FLOOR FLANS FOR ADDITIONAL FIXTURE INFORMATION E VAI012 C. ALL UNDERSIDES OF SOFFITS ARE TO BE PAINTED ME-3 _ I P-9 (SG)1 N., - ■ ti 7 - - \ \ F D<TURES P-9 (SG) i P 9 (SG) v \ 0 D. A4 _ NON-HANDICAPPED PLJvIBN'1G TO BE MOUNTED AT MAitFACTURER'S RECOMMENDED I -EIGHT UNLESS NOTED QTl- ERWISE p E. PROVIDE AND INSTALL ALL SRUFACEI SEMI-RE AND RECESSED TOILET ROOM ACCESSORIES AT DETAILED MOUNTING I- EIGHTS. RE= DETAIL 5/A522. \ \ \ 1 I P 10 (SG)1 0 - ' \ ME-7 30 ` GB-1 6 I P-9 USG) I I P csG)1 -. 30 ME-7 , 1 1 � 11. ■■ n NMI NM ■, - VW�Jµ _ -� I ` � CT -3 1111 F. ALL EXPOSED TILR EDGES SHALL BE BULL NOSE TiLE G. COORDNATE VALVE SENSOR LOCATIONS PER tvv�vL.rf AC 1 Uee�rc'S REQUIREMENTS. COORDINATE HANDRAIL CLEARANCES wm-I TOLET COMPARTMENT ACCESSORIES IN ACCESSIBLE STALLS, H. PROVIDE WALL MOUNTED COAT HOOK IN EACH ACCESSIBLE STALL AT 44' AFF. I. INSTALL SEALANT N JOINT BETWEEN CUT WALE. TILE EDGE AND RECESSED TOLET ROOM ACCESSORY LMT. J. USE STAINLESS STE3 ACCESS PANELS FOR ALL P -SING FIXTURE JG AS ACCESS LOCATIONS, K. PROVIDE E BLOCKING AS REQUUIRED FOR MOUNTING OF ALL TOILET ACCESSORIES. lL) ■��■ .1. NMI i�n n: . I CT -3 ( ., j, ---- - � I 1 riiii._ i i, �� r. �.� n ���" r n 11111111111111111111011111 � POI �i� jiii � ■ _� i � A L��r �r �. � JJ �■ �Y� 1 �10 _ w 19 ME -3 1 ME-3 19 1111Ei. 4112810 0 41Zallo 18 WOMEN S X333 #353 MIRRORED SCALE _ I/4 1 O 5 ' -2 ± '-0' FED VERIFY ' -0' BRADLEY PURSE SHELF F.O. TILE TO F.O. TILE �E3OW) MIRK (TYP 4) �..�� URINAL LR�NALS NOTED PARTITION AS PLANS tRE= DIM PLN RE= DIM PLN . • PARTITION MOUNTED TOLET PAPER DIPENSER WiTH SEAT COVER DISP. (WITH FEMININE NAPKIN DISPOSAL AS OCCURS) (VERIFY CUT OUT S® RE= 14 /AI001 OVE121 / WAIF MOUNTED. RECESSED TOLET PAPER DPENSET2 (WITH RE= DIM PLAN (TIP OF 2) 7'-6" (HOLD) 7'-6" (HOLD) (TYP OF 4) PTD-I (TYP OF 4) FEMININE NAPKIN DISPOSAL AS OCCURS) (VI52FY OPENING SIZE W/ MANUFACTURER CUT SI-E�n W/ BACK SPLASH PS - '• • 1O 111 i I ACCESSORY WHERE APPLIES SEE PLAN F.O. 2•-6• TI.F TO F0. TI.E �1.Q1M F.Q. T� 70 F.O. 2'-6 2'-6` 2' -6 2'-6 TdF _ (�'i.OW) 2'-6 ' , -FAD WALL BRACED PAR 11110N. TYP. 8' S' 8' - 54' MIN 10 i 1 MIS,. ani BRADLEY LAV DECK W/ BACK SPLASH I' -0' � 42' MW. �/� EQ. EQ. /� E 2'-O' i I I I i _uI1! C � ^ I LV N __ _ P . t t (TYP OF 2) MAX. BRADLEY TRASH 6 MAX. Q • q - --I - 1 sco-1 PTD-I � W �. � \ c U : � , r• ♦ Q w = Y = i . � I �� Q ' - _ -s - ; YY �� r� - 4 =n z o � N EP cn 't :a N ��� _ � I= � _ -1 n � I . RECEPTACLE 3 -0 _ MIN ot O :II O in i f � �■ 1 -1a ■'� � 36MAX. p • Q ■ _ s' fir. � � r � � RECESSED [ I 0 � o • A . � �1 iT ∎�■ ■ - I r (BELOW UNIT 5 , I 1- ro -" "- ......^. 1•� - p r ,= a el LLI d 0 \ a y a 0 - 0 • R -- z o o p `� O • A 0 PARTITION _ - rt Ilt 1, i - - � .. z - o o � s> ■ � _ �■!■■ I GRAB BAR) = I I ■� a s 0 I- �co O ev ti Iy -- �� ■ ■� ■■ ♦ "x48' r� o et) - �� ■ ■■ ^ � ° A °' cn 1: • `" (0 r 12• MAX• a . d:.'� / a - 30 14 - RE= VAI012 FOR - ♦ \ r■.■.■■■..■■rrru irc..r.r■ �.���.■ i •. CLEAR FLOOR SPACE 2.-6. \ 1, AT TOILET �, WALL PURSE PURSE LAVATORY LAVATORY RE= VAI012 FOR 24 MAX, 18 IN FRONT OF ACCESSIBLE L IT D Q AT WALL LAVATORY LAVATORY © WATER CLOSET ,� i r ,� MAX. ) C, BABY CHANGING MIRROR 51-ELF 14 SI -ELF DECK DECK 19 PAPER FEMININE PAPER -- PARTITION (MEZZ LEVEL) FIRST FLOOR) Al(Xk1 A10o4 A1004 DIMENSIONS ACCESSIBLE TO STANDARD ACCESSIBLE ACCESSIBLE TOWEL N8P01/TAfuPON SEAT CQVf32 TOWEL_ STATION (FAMLY CLOSET WATER FIVISI -ED URINAL URINAL URINAL EINENERMASTE CLOSET WALL (FRONT) (SIDE) VB�OR D RESTROOM ONLY) DIMENSIONS FIXTURE MOUNTING HEIGHTS SCALE _ �� � I/4 "=1'--O" DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS J I en e n ioutm a e a ist re Arch�tec 257 an J to Ave.. San Jadinto, C Phone: 91.92512504 IFa. 951.921.0244 SEAL: E E I N KEY PLAN: SHEET NO.: ;Pm CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 D E R S O\ G I\ E E R S C CRP C R A T E D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX. 913- 307 -5400 WEB: WVWI.IENDERSONENGINEERS.COM PROJECT FOR: imc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES WeSifleki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g CFA M 16' mum (0) tut ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS SHOWN SHEET TITLE: INTERIOR ELEVATIONS - RESTROOMS q.ECEPIED A522 JUL 1 79n7 DATE: '°"E KEY r s 56' -4 V2' t NOTE= HOLD TOP OF SPEAKER 7 OFF OF CEILING 5 -1 -06 56-4 V7 f 6 -7 -06 10' -2' 9' -4 3/8° 8'-iI 3i8' 8' -ii 3/8' y 8'1 3/8° 10' - 0° 8 i0' -0' 8'-ii 3/8' 8'-ii 3/8' 8 ° -li 3/8° 9' -4 3I8 i0' -2` r t r (Tip) r f r OF PORT r 5' -0' S'-0' (TYP.) r , I. WALL MOUNTED PIPE HANDRAIL.. RE ink { I 11-0 Q. 3 9' -0' r 10 5'-0• 5'-O• 10' -0" r GI (TYP.) r r • • • � 2. REAR STEEL RISER PLATE ASSEMBLY.. RE= IPFZ r r r 37' -0' PF-21 19 WM N ' Q l I j . - ' !z° z .I -2 ' 1= ' ' 1 1 R es? _ ' N I r,, I R' y I .I -.ZI. _. i [ II A1007 3. HOLD ACOUSTICAL PANEL 7 SYSTEM AWAY FROM OPENING 2 T�'P. RE : ry A1Wv 4. PRE - FAB METAL PORT ASSEMBLY. RE: 6 {NPa 9 V (TYP.) 6 1 1 r.) (TYP.) T ) PF I I I I _ACM* I I I 1 - I II I Ili 1 ®� I 1i�j I 1 I I 1 +,4•40,•,+•:••••••••••••:++•+:444+•••••••••••:•,;•41V4440:4,44 .. - #, ;, wit +a T•i• + �' , � ,, ,• + . .+ ta*M a a , * ; * i , w ,, * �� • ;, • • • - • • • +• + a + •••• a # ♦• •• + «••• ••• * • •• *• +�t•i •tiwa., •• •• *•• • « • +- y + ♦# #i •i••a ia1 ##• +.a#f ••••••••••••+•+••• {tt►a ♦;• • iat t i #ifai • sr ♦*♦a i;•a••+•+ +♦aa••••••a♦• +•.;aii+.•ar•i•i*r•�+i «aaa « « *4 +a++ a• •• • •••••• i , • i• • • • • • i• • • • • ••i+�. ,• • • • * i, • •,, 4•44a • % 1 PF .o-.LZ 19 � P (ES) ® ` � `• •• �.- _. J (TYPO h 1 • P (F$ ( I TH.) 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CARPET BASE WITH I- -�MMED T P O EDGE. AND USHER LIGHT. RE: _ i C•J 2' Iii 2 �• l (7 ' "" R - 0' l , ""` ' — .�, ••� '1. �. 1. + a O � s � i * ai • f; • . 1 + f+ + ♦ • f'� ` + •f'�f. . *� •I # # f + +rt. • t f r a i + t°it• ; ia; { t• . = i'1' ♦ i t+• iiiY�ssr + ta ; . f t ♦ r + ai r # a • , + , • a ; . f . ; t 't ,} ,, ; * f # a , . + i • • f+,# is +# t + ► ,a a 4t,i + #i•i #,t • f i , + + f t,t+i t tai t ..ia f f• a t. 1 a,� +. s . ++�y;� # #a• a ♦ y� • t♦♦ ; a t ♦+♦ f « . i } a r� i b t a : + , ♦ ♦� t + . + t + .. t• # + Y �t�# , i + •� ;#♦a f, f t�I a'� i ; • t • i • f • a4a «i f� + # a . • • t �. t i�F a t, + f � F •,'r + � f a�,} ; 1 s►«�, t ,# a' a ,tOaa +a*a+i +a• +i +iiati+••iSi*• i s { #t. t ;�. t i , + ii, f a i t. + i + .i. i•a t.• #f++ +. # +a tf. f+♦••• + ♦.ata.#•f. a a.• • • 4ti + • • .♦i*♦t► . i . .a • ii• • . . ta rt of + ;ifa *fa+. #Ot i #i ;aa.t �♦♦ + te a +• t + *#a + +•�;+ «i*#�• fa «i{ ;�♦a +t.f +, *.❖i,#�.i. #tea {itr+#t + + «,4 + + +iai•+•i•ti :9 «+ + + +•# + 44,4W + +44+:4414a . # a ; oaf # t «S : + $ i -0V --4 ,t a • ••• • • • i • t • • • •• ai • • • ••-• • f • • • • • , a • . f • a ' ►. # #f*f ++r • •. • a • • •• • • � +, f a +,• + # t • i i 4a,, i t # a a a ♦ a #t• #+# *; • +. i.4f * #*r + ;•a + �+ • �••.i+at �f,► +; at i . + � +��+:i.•.� +�►t ►�•�•.aa• + �+<��a.,� +�.��< <+a + +.�t_ = *s=# 1 .9-.L I it 0 _ TOP RISER T 0'-0' TT t '--' n • J � 19 19 � .� ( .o-.5 ❑ �.�� �� s NOTE PANEL W IDTH NO WIDER /� /-�/p TI-EN 4 ` 0' (1 1 r.) A1Q03 6. ACOUSTICAL PANEL SYSTEM 7. NOT USED. 8. NOT USED. 9 . SURROUND SOUND SPEAKER. RE P-2 (E.S I 1 0 1 2 I P-2 (ES) '' 19 12 ^ 20 Zp L���`� CI 5, I : \ C I �I� k - .� I P-2 (ES)� P-2 ( l ( P-2 (C I ( �� I I. I _ ENTRY PLATFORM -2'S 1 ►''� ....a- -- TYP. MI — --_ __ -- __ _ _ __ _ _ — - _ _ _ ; - , '�i� " i I \ I ENTRY PLATFORM 2'6• P -2 ES) " ' I I � . DIM _,�,. �� �„tir I L l III _ _ ROt�tT �' LE1r'H _ _ \ -- 20 _ 1�?ONT AUD. LEVEL A1001 1 O. REAR WALL ACOUSTICAL PANEL SYSTEM. RE= 19 REA WALL NOTE+ SMALLER ' WID E A �p TO ENDS ' ` SID W ALL. 20 1 FRONT WALL L L D 19 ��1� 1 W SIDE WALL II P-18 (5) I P-2 (ESA P-2 (ES) ' : i> A1009 ALD EMITTER CEILING MTD. AT +15-OTO BOTTOM OF DEVICE RE= RCP'S AND ELECTRICAL DWGS. 12. AUDITORIUM SCREEN, AMC FURNISHED Il. AND INSTALLED 13. HOLD ACOUSTICAL PANEL SYSTEM I /2" FROM CEILING. 14. INSTALL ACOUSTICAL PANEL SYSTEM TIGI -11 TO SIDE WALL. 15. NOT USED 16. DATA DISPLAY 'MoPix" LED SIGN. RE= (AT AUD. *I4 ONLY.) (TYPO (TYP.) AUDITORIUM 15 7, 13, 15 SCLE _ r N1► �i I/8 =1' -p• t) (: 1. 7 ..r A1005 17. ALD EMI I I bk. RE = 18. RWC EMITTER. RE= (AT ALA. #I4 ONLY.) A1005 19. GYP. BD. PAINTED. 20. USHER LIGHT TO IT BLACK CARPET TRANSITION. TRANSITION TO TAKE PLACE AT END OF HANDRAIL EXTENSION RE= 6 A1003 A1007 FIRE ALARM SPEAKER / STROBE. RE: ELECTRICAL DWGS AND FiRE PROTECTION DRAWINGS UNDER DEFERRED PERMIT. ACTUAL PLACEMENT 21. OF DEVICES IS SUBJECT TO APPROVAL OF THE FIRE PROTECTION DRAWINGS AND LOCAL, STATE AND NATIONAL GOVERNING CODES. GENERAL NOTES A. VERIFY AND INSTALL ALL STAIR AND RAMP HANDRAIL EXTENSIONS RE: A811 - 4814 B. SURROUND SPEAKER MOUNTING HEIGHT, TAKEN FROM SPEAKER, STRAIGHT DOWN THE WALL AND OVER TO THE CENTER OF THE CLOSEST PLATFORM DATUM. VERTICAL DIMENSION AS IDENTIFIED WITH IN THESE SECTIONS IS DEPRIVED FROM AMC SPEAKER CHART ON 4/A9I2 AEVIE C CE CI M 2p# IA QV r 70 CM Of -V1-11(1411a N B YiO DMSIO SCALE = w 1 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7- 18--06 75% TENANT PLANS 8- -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS Kevin R25 etiistere 75 Jacin10 Pone: 941.925!2504 SEAL: e nTro t a rch te man • t 92563 -53 PROJECT FOR: PROJECT NAME: S� ;i ti O -' AS;- 1;x•3 u,� CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 gAA ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 la: 913- 307 -5300 FAX: 913- 307 -5400 WEB: VAIAILHENDERSONENGINEERS.COM amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES W SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington EMMMP i ( 41 IT P gingIgningtnIginngng i= tr„nMo_u, I tco ag qg o �W acn Engindii ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: SHEET TITLE: INTERIOR ELEVATIONS - AUDITORIUMS SHEET NO.: RED EKED JUL 1 2 2007 A 53 7 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS l*R wttiri #'099htittett►•`irfr i�',,itirttagi991 t #tir tt lrrwiulME •laiR■Mf ■ *uaart7 Vaara ZISIMEEM ELLI MMlNaI tta =�aaR inuari■■■raariiraiititi_a ii■#■u lu .l wM#rma ■rl■MUt*aarlaarRwlaM*10aal! rlwwlllll ralr M ftarwaaat a■a Mu■u l:iul #t "'�� ;���'��'���""` "'��'����"�����"` 1 " ''�„"'""�•"!""��"����"��� "����, a r u aaraarrruruarrauarrrrrrartrrtraa lar [ ## wt ■ #aallaa r # R M a I rw ■r' 19 - _�.__- --_ - -- r - -- -+ �# i, liiFiiYl�iii5iiiii - � uru � u a a r a � u � t ip■ a L�y r I t { tt ■ far�: I r : hall" " Kl a "" * *r t 1111 1 111:• 111111trrtailaril" r'uir ar li ter T t I � a �ij rrau • r 1111 iiiifi�# 1 uflrratrmain■uuMWMrualllll ■laaM■aulauau■uMfir 1111 . 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IlR ■.: RRIF miii(*?i Eia.1 u mli f u ts l lifl f 7a#Rtw *law* r* llr a it flt -'I • U I C uF. 1 RR r� or. * M 1M #ifi =- 1 ir' s u M M fit t r ut rr MlasuM rl l Ma WORN! waaall .RitiI i ILISTELIS ■ f1RC14gM ii - ■M R#R it ll I■ ■■■, ■■■■ ■1 stexuar i �■�■11, � 1,t.tt i t i s "PA ■ ■■■■, i i iai ■■m ■■m mom I..' ■■au more ©11■ ■. Imo:■■■■ :: E^ ma c.- �== 7i�;? - ^ �::��� • t.:N��.:¢.� _ � f� : `gip FINISH LEGEND CARPET METAL PLATE 000000 000000 0000❑❑ O 000❑❑ PAVER TILE + + + + + + + + + + + + immomm flNamumaMAMlM immmuitu - aiMRiMat #1101 {R##Rt IMM I ME MiMaiialiiiMaf iatiMMM■ititM■Mtaii u iita a � Mrai na•NI RESILIENT FLOORING mfr 644#14#*tie• Ii /////// ///%'; RUBBERIZED FLOORING RgIcoMpuJ\tcCODE E APPROV ZZO TE 1,01 _ 9 no T -I, T -2 City Of Tukwila 1LDIt4G DIVISION Nv CONCRETE 111111111 111111111 111111111' � e • vs d v . N� + N1 1 00� * PO* * * /± * 1 # * 1 4 111 ** 1 111/10_11i111•11 NOTE KEY =C -i C -2 = C - = C-5 = ME-4 = PT -I = PT -2 = PT -4 = VCT -2 = VCT -3 = PF -I B = FS -I = FS - 2 = FS -3 = ICC L SLOPE TILE AT CONCESSION FLOOR. TILE TO SLOPE FROM BACK WALL TO TRi-I DRAIN AND BETWEEN TRENCH DRAMS 1116' MIN. POSITIVE SLOPE. 2. ALL EQUPMENT ANCHORS USED TO ANCHOR SG- EDU..® CONCESSION AND SIFPORT AREA EQUIPMENT LEGS TO TI-E FLOOR MUST BE PRE- DRL_ED AND BOTH ANCHOR AND UNIT FOOT BEING AtONORED SHAM BE SET N A FLU_ BED OF EPDXY SEALANT. ANCHOR HOLE TO BE FILLED WiTH EPDXY SEALANT PRIOR TO TIGHTENING. 3. CARPET TO TILE PAVER TRANSITION RE: FOR TERRAZZO FLOOR QUOTES RE: GENERAL NOTES A. SE FNISH SCI -EDLI.E FOR MANLJFACTURE'S INFORMATION. B. PROVIDE BLACK THOU TRANSITION STRIP AT CARPET TO CONCRETE EDGES. C. HATCH PATTERNS ARE FOR MATERIAL IDENTFICATION ONLY. REF. SPECS FOR TLE LAYOUT REQLIIRIBvENTS STK ItiVrm, istpre i • ch n Jacinto Ye.. - n Ja Ph ' • 9$1.92512504 Fax: • -1.92 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LEND(A DRIVE SUITE 400 LEND(A, KS. 66214 -1695 TEL: 913-307-5300 FAX: 913-307-5400 WEE•: WWNCHENDERSONENGINEERS.101A PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J 8 amc 16 THEATRES W SHOP•PiNGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g nnE t VIVIBM2MMOrd iingiggRigniggginging ° a`a�aaaa a a$am(��aW Ideg KEY PLAN: SHEET NO.: nto aa6farrta 9 - .0244 stlt@gtlinc SHEET TITLE: FINISH FLOOR PLANS LEVEL 3 — (WEST HALF) ISSUE INFORMATION: SHEET INFORMATION: co 9 44 hi !I PROJECT NO.: 223-- 383 -05 SCALE: 1/8' -1'-0' RECENED A541 JUL 1 2 2047 I .'.II_. 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E1ittotatICf :L {..rww■1FHR..iftle. ■■itr■rr- i ■■r ■rtrrJ■rrp4 /t! ■frlf: ■■ilrrF rrnrwr. ailMtrrr. ill• ■MaK ■ MIM 37.sl E■ inusw 4_r■wr ■flff ,Flr�rww[fMM[ ■ii ■i■ MM! ■r/Jalr ■ ■.iMtki7iiil ltl■r[uu; E mm ar. M t :: p a r•rufw�•rrta .. ':i. ■urwr. ■f[ ■ltr[_1X11 1 . :;�i�■.0 ■ ■ru ■I.nY : FYe.71i rArji °1ty- .7tlltl •: •• tiSUMIXI ■a.•I ►+M-.. tl rr R[H�W� " y11 [ fll:rrznrnommoMEni:r__I c: MEE A r im iliiil 3 3 3 a a a 3 3 4 3 4 a 4 4 3 3 3 3 4 3 3 4 3 3 3 3 RNISH LECEND CARPET METAL PLATE O 000❑❑ O 0❑❑❑❑ ❑ 00❑ ❑0 O 000❑❑ PAVER TILE + + + + + + + + + + + + 1■radrrri0rrwr■rir■M IrrxlrlrruMir.Mxrlrrlrrrrlrrxl (x.araniu r.tr umnamprin 1 ■r rxxxxxr■Hxri.i■t u!■Nxiwirriwirrr.rr IMN « rt IxrNxxr.x..x ■Nxixil N:r>M x;N i••• 111 Irrwrrt.11MMM •Mrarrarra RESILIENT FLOORING RUBBERIZED FLOORING TERRAZZO REVIEWED FOR CODE ', ' APPROVED w • . ,t - l. T -2 w .I• w NOV - 9 2007 City Of Tukwila B ILDIN D SION CONCRETE Ill u lull / /1//1/111 SLOPE TILE AT CONCESSION FLOOR. TILE TO SLOPE FROM BACK WALL TO TRB4CH DRAW AND BETWEEN TRENCH DRAWS VI6' MIN. POSITNE SLOPE 2 ALL EQUIPMENT ANCHORS USED TO ANCHOR SCHEDULED CONCESSION AND SLJPPORT AREA EQUIPMENT LEGS TO TI-IE FLOOR MUST BE PRE-DRILLED AND BOTH ANCHOR AND ISM FOOT BEWG ANCHORED SHALL EE SET W A FILL BED OF EPDXY SEALANT. ANCHOR HOLE TO BE FILLED WITH EPDXY SEALANT PRIOR TO TICS- iTENWG. 4. FOR TERRAZZO FLOOR QUOTES RE: GENERAL NOTES A. SEE FINISH SCHEDLIE FOR M NUFACTLPE'S INFORMATION. B. PROVIDE BLACK TIVOLI TRANSITION S I WP AT CARPET TO CONCRETE EDGES. C. HATCH PATTERNS ARE FOR MATERIAL IDENTIRCATION OILY. REF. SPECS FOR TLE LAYOUT IQEQUIREMENFS SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: 1 Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES J 8 e v in b en Tro istered A� rn Jacinto Ave.. San Ja i into. tfom a 92533 -53'8 1-925[2504 1Far p.924.0241-41 Erna* slicdc.com E N G II N E E R S INCORPORATED 6325 LENEXA DRIVE SLIM 400 LENEXA, KS. 66214 -1695 TEL 913 - 307 -5300 FAX: 913 -307 -5400 WE13: WWW.F IGiNEEFRSCOM amc Weskekir SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g mEmmEmmaimmtiEBEmfam@ ligNiggnigniggiMiNg i= °aam a a a a.9 a mtnmo.W ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET NO.: SHEET TITLE: FINISH FLOOR PLANS LEVEL 3 - (EAST HALF) CO g, PROJECT NO.: 223 383 SCALE: 1/8' -1'-0' JUL 12 2007 /\542 NINNNV 111111111111111111111111111111111 X 11111111111111111111111 ,1111111 1111`11!1 11111 1 11111111111111111111111111IIiII 111111111111111111111111111111111111111111 L141111 11111 1111111111111111111111111111111 ►� 44 *� .. s + 444 4 + • -_ -- - - - - -- ---- - - -��� 44 44++ b i d 444 4f 44 + 4 4 44)1 1 Uolks = vim- = -. . 4 44 4 4 • _ °'14*44+4� • 4 b - 11111111111111 - muumuu 111 - • A 11111111111 = Q . 11111111111111 ¢ . . lll • �• .. 1 _ K • 1 4 C 11 A i11111111111111 lllllllll 11111111111111111111111111111111111 11111111111111111111111111111111111 111111111111111111111111111111111111111111111 <<<I LII II llllllllllllllllllll111llllllllll 1111 11111111111111111111111111111111111111111 111111111111111111111111111111111111111111111 1 11111 • llllll 111111 . 111111,. lllllllllll) 111111111111 )lu)))ll))) 11111111111 11111111111 11111111111 111 11111111111 11111111111 111 11111111111 11111111111 1111 1111 1111 11111111111 11111111111 11111111111 11111111111 1111111 1111 - - - -_� lllllllll I, 111111111111II i )lllllllll 1111111111111111111111111 1111111111111111111111111 lllllllll 1111111111 ►�. � �� I�, " lllllllll l 1111111111 :• .;�*., #* .�. 1111111111 111111111 1 11111,11, 111111111 iww *�►� wi "wig iw #a■ ww # "i� 111111111 �;�` *;' "► ;';:;;:i� 111111111 1 1 1 1 l l l l l r '�w � �•'�'+�'"�; ll 11111111 11 "; ;i;;f"yw'.w 1 111 111 111 l,1111111l �'F'�'�'�'�� "+ "�• "� l 11111111 �;i;,.;�;w .;, w ", ; ►�►;" 11 1,1111 ��� #w � w � w; � � � •� �* r 4� \ \ \ \ \ \ \ \ \ \ \. \\ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \ \ \\.\\\ \ \ \ \ \ \ \\ llll 11# 111 lllllllllll 11111111111 llli lllllllllll lllllllllll 11111111111 lllllllllll lllllllllll lllllllllll llllillllll lllllllllll lllllllllll l llllllllll lllllllllll ll lltllllll lllllllllll llllillllll lllilllllll 11111111111 llltlllllll AWN- llllll lllllllllll llll, l lll llllllllllllllllllllll,lllllll„ , llllillllllllllltllllllllllllll llllllllllllll1 111111111111ll1lllll1111111111111111111111111111111111111111111111111 ,,,, ll,, ll lllllllllll,llllll,llll,lllll, 11111111, 111111111111 ,1111111111111111111111 llllllllllllll llllll) llllllllllllll ),llllllllllllllllllllll ,lllllllll ,llllllllllllll 111111111111111111111111111111111111111111111111111111111111111111 1 1 111 111 1 J1,11 ..,.,,.1, ,. , 11111111111111111111111 o �'� . aka a+� .. �._ �_ . -.- ._.- . -. -_� �• , . . .ILLLII'Lllll -rlllllllllCl(III IllllllllllII II lllllllllllllllllllllllll 111111111111 lYl 111111111111111111111111111111111111111111111111111111111 )►)llll \ 11111111111111111111111 11111111 11111111111111,1111111,111 111l ,lllllllllllllllll,lllllllllll 1,11 1111111111111111111111111111,11 11111111111111111111111111111111111 �i . 1111111111111111111111111111111 . 1111111111111111111111111111111 RNISH LECEND CARPET 0000❑❑ O 00000 O 00000 O 00000 T - r - r T + + + + + + + + + + + + Iw a twwwwwwwwwwwwwri Iwwwwwwwwwwwwwwwwwwi uwwwwwwwimwwwr mion Iwwwwwwwwwwwwwwrwwwi Iw•wwwwwlwwwwwwRwwwi Iwww■wwwwwwwwwwwwwwl Iwwwwwt>twwwwwwwwwwrwi Irrlrrrirlrtilwwwrwwwwwwi iwwwwwwwwwwr►wwrlwwnIri urrrwrrrrr>QUwrwwi r i v r!!!!!!!!!q ►! 1 i�l!!! 1 1l•.!!!!!!!ti .I>lw /� . /r11ti1 ,, v ' 'q 4 6 TERRAZZO CONCRETE lllllllll 1lulllll lllllllll' V. ' • v p v . rr NOTE KEY - C -I = C -2 - C -3 - C -4 =C-5 METAL PLATE PAVER TILE = ME -4 = PT -I = PT -2 = PT -4 RESILIENT FLOORING = VCT -I = VCT -2 = VCT -3 RUBBERIZED FLOORING = T -I, T -2 = FS -I = FS -2 I. TOP AUDITORIUM ANGLED LEDGE TO BE PAINTED BLACK P -2. 2. ALL WET AREAS WILL HAVE A WATER PROOFING SANE INSTALLED L IB2 THE TILE TO ELIMINATE LEAKING OF FLUIDS THROUGH THE THEATRE SLAB. 3 ALIGN CONCRETE / CARPET TRANSmON WITH CENTER LINE OF FOOTRAIL RADIUS, GENERAL NOTES A SEE FNS 1 SCI-EDUI..E FOR MANL FACTURE' S INFORMATION. B. PROVIDE BLACK TIVOLI TRANSITION STRIP AT CARPET TO CONCRETE EDGES. C. HATCH PATT ONIS ARE FOR MATERIAL IDENTIFICATION ONLY. REF. SPECS FOR TILE LAYOUT REQUIREMENTS. II s m: e i _in I e�n +ro tm reg A;rchite t 2 575 J WO Ave. Ja rdq, a 92583-53 - Ph ne. 1.925 25p41Fac 1.92..02441 ' stk@s dnc SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 iaA H E N D E R S O N ENGINEERS I N C O R P O R A T E D 8325 LO MA DRIVE SUfE 400 L5EXA. KS. 66214 -1895 TEL 913- 307 -5300 FAX 913 - 307 -5400 YYE 1111YN6HENDERS0NENGNEERS.SOM PROJECT FOR: PROJECT NAME: I Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES SHOPPINGTOWN SOVTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington t-4 4< <44<4< in�ILui ISSUE INFORMATION: DATE: 4 -21 -05 5 -4 -05 5 -1 - 06 6 -7 -06 7 -18 -06 8-21-06 1-15— 07 KEY PLAN: SHEET TITLE: FINISH FLOOR PLAN LEVEL 4 - (WEST HALF) SHEET NO.: maw A INFORMATION: FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: A543 8 ._ PROJECT NO.: 223- 383 -05 SCALE: 1/8' -1'-0' iiECEIVED JUL 12 2007 ;;Li'; 41 j T7lTllTllT1lTllTfTllT1l 7117lT � tllllllllllllllllllllllllllllllll � tllll1111111111111111111111111111 o Ii l l l l 1111111111111111111 == 'tllllllllllllllllllllllll 1111111111111111111111111 .l 1 l 1l 11111111111111111111111111111111111111111111111111111111 1111 l 1 1 1 1 l 1 l l 1 l l 11111111111111111111 1 1 * _�.❖ •• •. .�►'�►.+•��..• • ,.* •�►�►. �► �' #.* I l 111 l 11111111 l l l l 111 •-.11lllllllllllullll l l ll 11111111111111111111111111111111111111111111 I 1111111111111111111 111111111111111111111111111111111111111111111111111 1111111 1 1 1 1 1 11111111111111111111111111111111111111111111111111111111111111l 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1'11= tip' 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1I 1 1 �!i� 11 hi lL1111111111111111111111111111111111111111111111111 N ' L k .\ LL. i F i i •�i # rye *_s_4•4.0 •4 , + % V% sts v%+• - N \ Niv 11111111111111 11111111111111 11111111111111 11111111111111 111 llllllll. l lllllll th llll llilllll llillllllll 1 111111111 lllllllllll llillllllll lllllllllll lllllllllll lllllllllll llllllllllt lllllllllll lllllll III l lllllllllll lllllllllll l lllllllllll lllllllllll lllllllllil lllllllllll lllllillllllllll llllllllllllllll llilllllllllllll 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -- llllllllllillll lllllllllllllllll lllllllll 111111111 111111111 llillllll "lulu lllllilll 'mum = rlllllilll l illllllll "mull l lllllllll 'mum' llllllllll minim llllllllll minim llllllllll mull" minim minim llllllllll 1111111111 l lllllllll l lllllilll l lllllllll l lllllllll l lllllllll l lilllllll mull" llllilllll 1111111111 minim f lillllllll 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 111 1111111111111111111111111 1111 111111111111111111 11111111111 111111 Z II P J I 1(4 i I i 1111111111 1111111 111 11 1 1 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 1l 11 11 11 11 11 1111111111111111 111 11111 11111111 11 11 1111 11111111 1 11111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111 1111111 1111111 llllllll lllllllll llllllllt lllllllll lllllllll lllllllll llllllll lllllllll lllilll lllllllll lllllllll III 111111 lllllllll lllllllll lllllllll llll lllillll lllllllil llillllll lllllll lllllllll 111 111 llllll lllllll l 1 11111 � llll lil 11111111111111111111111111111` 1111111111111111111111111111111 1111111111111111111111111111111' l 1111111111111 11 11 11111111111111111111111111111111111 Mlllll111111111111111111111111111111 iLL l,_1111111111111111111111j111111111111111111111111111111111111 1 1• �1�1d 111111111111111111111i111111111 '11111111111111'111111'111 2. ALL WET AREAS WILL HAVE A WATER PROOFING NAME INSTALLED LINDE2 THE TILE TO EUMINATE LEAKNG OF FLUIDS TI4ROUGN THE TI -EATRE SLAB. 3. ALIGN CONCRETE / CARPET TRANSITION WITH CENTER LINE OF FOOTRAL RADIUS. A. SEE FINISH SCI -EDUCE FOR MANUFACTL RE'S INFORMATION. B. PROVIDE BLACK TIVOLI TRANSITION STRIP AT CARPET TO CONCRETE EDGES. C. NATCN PATTERNS ARE FOR MATERIAL IDENTFICATION ONLY. REF. SPECS FOR TILE LAYOUT REQUIREMENTS. FINISH LEGEND CARPET METAL PLATE ] ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ D❑❑❑❑❑❑ PAVER TILE T T T T + + + + i- + + + + + + + It.MntmruMuu,ua IESSIL,■irutaalfuttauMI issmatrimossmaitmosommi t pt�attwewrt MEEN A�aa>1aRiltra uEau�aEtsu>RUararNl mtoas,ttwa soiminisnnuttattaa taanttivanuuuaauua immasmimonassitaltmal imimmiormmilmmmaignim RESILIENT FLOORING wrowswri tots.4.**.4" ***AA** MO A. RUEBERIZED FLOORING Frri TERRAZZO CONCRETE 11 11l111l 111111111 111111111 17 c , . . Q = C -I = C -2 = C -3 = C - =C-5 = ME-4 = PT -I = PT -2 = PT -4 VCT -I = VCT -2 = VCT -3 = RF-I R EVIEWED FOR CODE C OMPLIANCE APPROVED T -2 NOV - 9 2001 City Of Tukwila B WIN . p IVISION = FS -I = FS-2 e inbe.: n g ist re. (2575 San J nto • ve "- Phfni 125 Fax: SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington -6 ISSUE INFORMATION: DATE: 4- 21--05 5 -4 -05 5 -1 -06 6 -7 -06 7 -18 -06 8 -21 -06 1 -15 -07 KEY PLAN: SHEET NO.: routm ch n J nto an - 92583 -53 8 1.92.0244 stk©tldn 8325 LENEXA DRIE SUITE 400 LENEXA, KS. 66214 -1695 TEL.• 913 - 307500 FAX: 913- 307 -5400 amc W AT stfield ! gi 201. tic° gm >- Mg M &UMW h SHEET TITLE: FINISH FLOOR PLAN LEVEL 4 — (EAST HALF) INFORMATION: FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: PROJECT NO.: 223 - 383--05 SCALE: 118' -1'-0' A544 RECEIVED JUL 12 2007 PLH -urr :; (;LN t I DATE: INFORMATION: 4-- 21--05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS QUOTE NUMBER It`s ShoWtirri 27 i'rn beret I'm. warkin' here# 33 Toto, t have a feeling we'-re not. in Kansas anymore. Are we there yet? 't 5 : They call me 'Mister Tibbs! 17 .: You had me at hello 12 its Alive! PHRASE 25; I have always depended on the kindness of strangers. I didn't come this far to be breakfast. 19 I'm not bad, I'm just drawn that way. TOTALS AREA I Male female TOTAL Q. TOTAL Muskat • Drama Horror Action An irriated/Family Romance ..:Ct7rnedy • ILidvIE All That Jazz Taxicab Wizard of Oz Shrek 2 in The Heat Of The Night Streetcar Named Desire Finding Nemo Rodger Rabbit Jerry McGuire Frankenstein 4 10 2 2 10 2 1. 0 2 1 1 0 ;. ACTOR Roy Sctieider : IDustin Hoffman JUdy.'G.arland/Tote Eddie Murphy Sidney .Poitier Blanch Dubois Katheen Turner Rene ZeIlvtkeger 60% 40 % 1 o0%' 60 % 20% 20% 1.00% 30% 20% 10% 0% 20% 10 %a 10% 10 0% EX F' M F F FINAL QUOTE LAYOUT WILL BE PROVIDED BY AMC J.l11ERSiT' Cr F.ONT•STYLE:, MOVIE: GENRE Adobe lfititrafor). Musical, • :Drama Mustc�tl, Snap ITC Book Antigua Animated /FalilyTC :.. • ornery :. Juice ITC Drama Ci Musical 0 Animated/Family 0 Comedy G Romance C Horror 1)() 165 CommercialScriipt BT. I .0 Americ o Typwriter Boid CbmrnercialScript BT, Vivaldi Ternpus Sans IT Bickham Script Harrington informal Roman FINISH LEGEND CARPET xv METAL PLATE 0 ❑ 0 ❑ ❑ ❑ 0000❑❑ ❑0000❑ 00❑❑❑❑ PAVER TILE T - 1 T T + + + + F + + + + + + + langlillMEMERMEMEi IfffRffl;ffTrtiM�fiMfffl IIMIIMMEENEMEREMMI Iu t lWR fl•NNIu1 t ffsm II a T•Ir mommom irrrrrrrrrlrarrrrrrr RESILIENT FLOORING fowr r;WA 4* #i4, &t RUBBERIZED FLOORING TERRAZZO w w w w w w 4 w w w .1. CONCRETE lillllllt llllllill 111111111 • � P v = C -1 = C -2 = C - = C = ME -4 = PT-I = PT -2 = PT -4 = VCT -2 = VCT -3 = RF -I T -I, T -2 = FS -I = FS - 2 = FS - 3 = ICC -I NOTE KEY L TERRAZZO HELD COLOR FLOOR FINISH 2 METAL DMDER STRIP ME-5 AT MOVIE QUOTES LETTER COPY f-I ACCENT TERRAZZO COLOR I T -2 I INFILL RE= 3. METAL i WIDER STRIP TRANSITIONS RE= I T -I I AT TERRAZZO TO CARPET GENERAL NOTES A. TERRAZZO FLOORING AND MOVIE QUOTE COPY AND COPY LAYOUT SHOWN ON TINS SI-E T WAS BEEN PROVIDED TO PROJECT ARCHITECT BY AMC. B. CONTRACTOR TO COORDINATE TERRAZZO FLOORING LAYOUT AND MOVIE QUOTES COPY LAYOUT SHOWN ON THIS SHEET WITH DIMENSION FLOOR PLANS, FLOOR FINISH FLOOR PLANS, FINISH SCE E, DETAILS AND SPECIFICATIONS. C. CONTACTOR SHALL PROVIDE TERRAZZO SAMPLES AS DIRECTED BY PROJECT SPECPICATIONS N SIZES AND QUANTITIES SPECIFIED FOR ARCWTECT AND OWNERS REVIEW PRIOR TO TERRAZZO FLOORNG INSTALLATION. NOTE TWAT THE LOBBY TERRAZZO FE_D COLOR IS A CUSTOM COLOR /MIX DESIGN. D. CONTRACTORS SHALL PROVIDE 'TO SCALE' MOVIE QUOTES COPY SI-K P DRAWINGS SHOWNG LAYOUT FOR ARCHITECT AND OWNERS REVIEW PRIOR TO FABRICATION OF MOVE QUOTES. SHOP DRAWINGS SHALL SHOW PLAN VIEW I- 9EGI-rr AND LENGI -CT OF EACH MOVE QUOTE COPY N TI-E TERRAZZO FLOORING FIELD. E. MOVIE QUOTES LAYOUT WITH LETTER COPY FONTS CAN BE OBTAINED FROM PROJECT ARCI- IITECT N ONE OF THE FOLLOWING COMPUTER GRATED FORMATS= ...PG, PD F , AND /OR .E'S TO AID CONTRACTOR IN DEVELOPING SHOP DRAWINGS. CONTACT STK ARCHITECTURE, NC AT 951-925-2504. F. REFERENCE MOVIE QUOTE FONT CHART FOR FONT SIZE AND TYPE tman e . istlere • rch test 2575 an Jacinto ve., Ja mto. C7arilornla • .; Ph¢ne: 951.92512504 Fax 1.92 .02441 Erna. sth@stanc.xam SEAL: PROJECT FOR: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rim gA.1 E N G II V E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEtA, KS. 66214 -1695 1E14 913- 307 -5300 FAX: 913 -307 -5400 NEB: IUMMLHENDERSONENGERS.COM 1 Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT I SHOPPINGTOINN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington i =?Eza a aaaa asmt��aW anni KEY PLAN: SHEET NO.: new ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: 1/2' - 1'-0' SHEET TITLE: FINISH FLOOR PLANS LEVEL 3 - (TERRAZZA LAYOUT) A545 20q i ECE IVED JUL 12 2007 vifrii\i; i , :..7E-1\i ICI I I I I I I I I I I I DATE: INFORMATION: 4-21-05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS JOHNSONITE VBG -IOI, SEAWEED J01- 1\ISONITE VBG- 40 -96 -A, BLACK PAWLING CG-50, ST. STL JOHNSONITE VBG -67, OLD GOLD GENERAL NOTES REMARKS LOBBY ■ AUDITORIUM EXITS RESTROOM FEL D WALLS L J CG -3 7 CG -3 J L CG -3 CG -3 CONC STOP CG 5CG-5 L Lir CG-5 CG-5 CG-5 I PASS ELEV, 1111111» CG-3L L CG -3 r C G wow Ii !I - ri irn AUDITORIUM #7 144 SEATS AUDRORIUM #8 — � LED 104 SEATS ■i lieui:; iE sn 11:; i IIIHIIHIHI1+ 1- 1IIIII+ • ' OIIIuiuiiiOIHh1 VENDING CG -1 CG -1 r:lfi sn ■u■1 i CG-3 CG-3 � r A. tti txi i CG -I CG -I r, I fl•1�11�.� 711 ■1 CG-6 CG CG -I CG -6 r r� FINISH LEGEND SYMBOL I =M..... .. •■•=1 1■.■.■. ■.• 111111111 1111111111111111111111111111111111 ■11.11 •111 •11.0■ I 1 1111,1111111 FINISH MATERIALS VB -I BASE, WC -I WALLS VB -I BASE P -IO ES) WALLS w/ VINYL GRAPI -{ICS WALLS PTB -3 BASE, CT -4 BACK WALL ME-3 BASE, CT -I WALLS (ILL I-IGW PTB-3 BASE, CT -2 WALLS FR I-IGW FRP -2 WALLS P -4 (SG) CEILING tvE-3 BASE, CT -3 WAI IS TO LAV. DECK w/ P -I3 (SG) TRIM g CT-6 ABOVE ME-3 BASE, CT -3 WALLS TO SHELF 6 CT-5 ABOVE ME -3 BASE, P -6 (SG) WALLS VB -I or PTB -3 , WC -2 WALLS PTB-3 , WC -4 WALLS VB -2 BASE, TAPE SAND, NO PAINT NE -3 BASE, FRP -I FL. I-EIGHT P -II COLUMNS PTB-3 BASE, P -3 (ES) WALLS CORNER GUARDS FINISH MATERIALS J01- IJSONITE VBG -141, LIPSTICK JOL- NSON1TE VBG- 79 -96 -A, BONE WWTE CONCESSION FIELD, RE: PLWLIC CORRIDORS, PROVIDE VINYL BASE WI-ERE CARPET FLOOR E TILE BASE WI-ERE TILE FLOOR RELIC CORRIDORS, PROVIDE LEVEL 5 FINISH AT GRAPHIC MLPALS. WALLS ADJACENT TO CONCESSION CONCESSION StFPORT, CONC. STORAGE, SECURE STORAGE AUDITORIUM ENTRIES PROVIDE CARPET BASE WI-ERE CARPET FLOOR IT TILE BASE WHERE TILE FLOOR AUDITORIUM SIDE g BACK WALLS RE: INTERIOR ELEVATIONS - AUDITORIUMS AUDITORIUM SCREEN WALL ALSO PAINT P -2 (ES) ALL ATTACI-MENTS INSTRUMENTS WI-EN NOT BLACK AUDITORIUM TRASH ENCLOSURES RESTROOM AT LAV. WALLS. (TRIM OCCURS AT FAMILY RESTROOM ONLY). RESTROOM AT PURSE SI-ELF WALL RESTROOM AT URINAL AND W.C. WALLS RESTROOM CLOSETS BOX OFFICE, OPS, CLOSETS AUDITORIUM ENTRIES PROVIDE VINYL BASE WERE CARPET FLOOR E TILE BASE WI-ERE TILE FLOOR PUBLIC CORRIDORS (PLASTERS) PROVIDE VINYL BASE WISE CARPET FLOOR TILE BASE WI-ERE TILE FLOOR STORAGE STAIRS LOBBY SIDE ACCENT WALLS JANITOR ROOMS BOX OFFICE EXPOSED METAL COLUMNS VENDING BACK WALL REMARKS LOBBY, TOP OF BASE TO 8' -0" LENGTH. O PUBLIC CORRIDORS, TOP OF BASE TO BOTTOM OF CHAIR -RAIL, WITH WC -2 LOBBY RED WALL TOP OF BASE TO 8'-0" LENGTH, WITH WC -3 AT AUDITORIUM ENTRY / EXITS FLOOR TO BOTTOM OF FABRIC PANEL TOP OF BASE TO 8'-0' I.BdGTI -L INSIDE ALA. EXITS, W/ P -2 AT BOX OFFICE TOP OF BASE TO 8' -0' LENGTH, WITH P-6 CONCESSION SUPPORT, CONC STORAGE, SECURE STORAGE. 4`.-0" LENGTH. CAULK TOP E SIDE JOINTS WITH CLEAR 1001. SILICON SEALANT LOBBY, TOP OF BASE TO 8'-O" LENGTH. O PUBLIC CORRIDORS, TOP OF BASE TO BOTTOM OF CHAIR -RAIL, WITH WC -I GENERAL CORNER GUARD NOTES: 1. JOHNSONITE IS A CLOSED SPECIFIED PRODUCT - NO SUBSTITUTIONS ARE ALLOWED. COLORS IDENTIFIED WITH IN THIS LIST ARE GENERALIZED AND SHALL BE SELECTED BY THE CONTRACTOR TO MATCH THE ADJACENT FINISH COLOR AND BE SUBMITTED TO BOTH THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL. A. REFER FINISH SCHEDULE A5II 8 A5I2 FOR MANUFACTURER'S INFORMATION AND FOR ROOM FINISHES NOT SHOWN ON THIS SHEET. B. PAINT COLOR DESIGNATION E REFLECTANCE. REF. FINISH SCHEDULE A5II (ES) = EGG SHELL (P) = PEARL (SG) = SEMI -GLOSS C. REFER GENERAL NOTES 1 /A5I2 FOR CORNER BEAD LOCATIONS. D. REI-ER FINISH FLOOR PLANS A541 TO 4544 FOR WALL BASE LOCATION. amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 8 ?§ w ITA 2 WALL FINISH FLOOR PLAN - LEVEL 3 - (EAST HALF) e in ■ ean ro tmr e•ist-re• Archite• 2575 an J nto ve. Japmto, .. r 92533 3 f� Ph= . 94.825 Fax: i 1.92�.02447F1naiP slldWIIa�an SEAL.: 4 P!! ,te CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: E N G II N E E R S INCORPORATED 8375 LENIECA DRIVE SUITE 400 LENEXA, KS. 68214 -1695 TEL: 913-307-5300 FAX 913- 307 -5400 1 E& VAINLHENDERSCRENGINEERS.COM PROJECT NAME: amc 16 TneaTRes SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ggignElggilgggilgggg ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: SHEET NO.: W A T saeld A551 6 2K1 Rog 2) PROJECT NO.: 223- 383 -05 SCALE: 1/8' - T-0' RECEWED JUL 12 2007 •Vi.;i— V: +; (...LN ; .i S DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS AUDITORIUM #12 104 SEATS . #II EXIT G-3 � G-3 1 SLOPE UP 1 :2 Al 11 11 11 AUDITORIUM #14 170 SEATS AUDITORIUM #15 AUDITORIUM #16 104 SEATS -r � a. • r a, i iu..�u.t�■■ rA �N.r�1t j .� �._- .tea•- _ CONC STOP CG-5r CG -5 L CG-6r CG -6 L- \` r CG-6 VENDING 'I'1II ..1 L CG -3 CG -3 Oil I I I I M miii lIl k .. COORIDOR SLOPE UP 1:22 SYMBOL — I — I — — .— . —. —.— IIIIIIIII iuuu M11•II•II•11•11•11■ CORNER GUARDS FINISH MATERIALS VB -I BASE, WC -I WALLS VB-I or PTB-3 BASE, WC-1 WAINSCOT, P-14 (P) 0- AIRRA . E P -3 (ES) ABOVE VB -I BASE P -I0 ES) WALLS w/ VINYL GRAPHICS WALLS PTB-3 BASE, CT -4 BACK WALL ME-3 BASE, CT-I WALLS FELL I11GI-D PTB-3 BASE, CT -2 WALLS 0911 I-IIGW ME -3 BASE, FRP -I WALLS UP TO 8 FT, P -6 (SG) ABOVE CB-1 or CB-2 BASF, ACOLETICAL PAID. WAILS, P -2 ES) EXPOSED GYP BOARD FRP -2 WALLS P -4 (SG) CEIUNG ME-3 BASE, CT -3 WALLS TO SI-ELF CT-5 ABOVE ME-3 BASE, P -6 (SG) WALLS VB - I or PTB-3 , WC -2 WALLS VB -I or PTB -3 , WC -4 WALLS VB-2 BASE, TAPE E SAND, NO PAINT VB-2 BASE, WC -3 WALLS. ME-3 BASE, FRP -I FILL I-EIGHT P -11 COLUMNS PTB -3 BASE, P -3 (ES) WALLS FINISH MATERIALS FINISH LEGEND CG-6 r JOHNSONITE VBG -IOU, SEAWEED JOWNSOMTE VBG -I41, LIPSTICK JOI- ISONITE VBG- 40 -96 -A, BLACK JOHNSONITE VBG- 79 -96 -A BOI\E WHITE PAWLING CG-50, ST. STL JOI- WSONITE VBG -67, OLD GOLD GENERAL. NOTES REMARKS LOBBY PUBLIC CORRIDORS, PROVIDE VINYL BASE WI-ERE CARPET FLOOR E TILE BASE WI-ERE TILE FLOOR PUBLIC CORRIDORS, PROVIDE LEVEL 5 FINISH AT GRAPHIC MURALS. WALLS ADJACENT TO CONCESSION CONCESSION SLFPORT, CONC. STORAGE, SECURE STORAGE. AUDITORIUM ENTRIES PROVIDE CARPET BASE WI -ERE CARPET FLOOR 12' TILE BASE WHERE TILE FLOOR AUDITORIUM EXITS AUDITORIUM SIDE E BACK WALLS RE: INTERIOR ELEVATIONS - AUDITORIUMS AUDITORIUM SCREEN WALL ALSO PAINT P -2 (ES) ALL ATTACI -SITS INSTRUMENTS WI-EN NOT BLACK AUDITORIUM TRASH ENCLOSURES RESTROOM FIELD WALLS RESTROOM AT LAV. WALLS. (TRIM OCCUPS AT FAMILY RESTROOM ONLY). RESTROOM AT PL SSE SI- -ELF WALL RESTROOM AT FINAL AND W.C. WALLS RESTROOM CLOSETS BOX OFFICE, OPS, CLOSETS AUDITORIUM ENTRIES PROVIDE VINYL BASE WI-ERE CARPET FLOOR TILE BASE WIRE TILE FLOOR PUBLIC CORRIDORS (PILASTERS) PROVIDE VINYL BASE WI-ERE CARPET FLOOR € TILE BASE W -ERE TILE Ep FOR STORAGE STAIRS JANITOR ROOMS VENDING BACK WALL REMARKS I CODE COMPLIANCt APPROVED NOV - 9 2551 city Of Tukwila BUILDING DIVISTON7 LOBBY SIDE ACCENT WALLS BOX OFFICE EXPOSED METAL COLUMNS LOBBY, TOP OF BASE TO 8 LENGTH. C PUBLIC CORRIDORS, TOP OF BASE TO BOTTOM OF CHAIR -RAIL, WITH WC -2 LOBBY RED WALL TOP OF BASE TO 8'-0' LENGTH, WITH WC -3 AT AUDITORIUM EXITS FLOOR TO BOTTOM OF FABRIC PANEL TOP OF BASE TO 8'-0' LENGTI -L INSIDE AL D. EXITS, WI P -2 AT BOX OFFICE TOP OF BASE TO 8'-0' LENGTH, WITH P -6 CONCESSION SUPPORT, CONC STORAGE, SECURE STORAGE 4'-0° LENGTH. CAULK TOP SIDE JOINTS WITH CLEAR 1001 SILICON SEALANT LOBBY, TOP OF BASE TO 8 ` -O" LENGTH. C PUBLIC CORRIDORS, TOP OF BASE TO BOTTOM OF CHAP -RAIL, WITH WC -I GENERAL CORNER GUARD NOTES: I. JOHNSONITE IS A CLOSED SPECIFIED PRODUCT - NO SUBSTITUTIONS ARE ALLOWED. COLORS IDENTIFIED WITH IN THIS LIST ARE GENERALIZED AND SHALL BE SELECTED BY THE CONTRACTOR TO MATCH THE ADJACENT FINISH COLOR AND BE SUBMITTED TO BOTH THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL. A. REFER FINISH SCHEDULE A5II A5I2 FOR MANUFACTURER'S INFORMATION AND FOR ROOM FINISI-ES NOT SHOWN ON THIS SHEET. B. PAINT COLOR DESIGNATION E REFLECTANCE. REF. FINISH SCHEDULE A5II ES) = EGG SINFL L (P) = PEARL (SG) = SEMI -GLOSS C. REFER GENERAL NOTES I /A512 FOR CORNER BEAD LOCATIONS. D. REFER FINISH FLOOR PLANS A54I TO A544 FOR WALL BASE LOCATION. J in ■e.:n ro tm-n egist A 25 75 an J nto • ve. n J 'nto Cafifom a 92583.53 Pt4ne :91.9252504 Fax 1.924.0244 Eno k©Udn SEAL: I CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fat (816) 421 -1956 PROJECT FOR: Fri HENDERSON I I N C O R P O R A T E D 8325 W D(A DRIVE SUITE 400 LENEXA. KS. 68214 -1895 1EL: 913 -307 -5300 FAX: 913- 307 -5400 WEB: VAWLNENDERS0NENCINEERS.COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES W AT SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington MEEEMMUEMOMM ggnIngiliMMIngggl F ° aaaa•aaamtn2o_ti EV;;V D E/ 1; TR ! J__\i STATE OF ■.AS.-?I\IC T ON ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: SHEET NO.: U) PROJECT NO.: 223- -383 -05 SCALE: 1/8' - 1'--0' WALL FINISH FLOOR PLAN - LEVEL 3 - (WEST HALF) ECEI 'ED A552 JUL 1 Z 2007 { ' d.�i 1 7tG g ii i L /L ;ti; Li DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS I ���1 � 1� l�t�i • 111111111111111i11111111111 11111111+ + 1111111 1 1 1 1 1 1111111111111111111111 ar�wwlr�r�l�■ u� ..n�wr�i.■ilrwn�n■■�I>I�nr�rfi� PASS ELEV. 4 +1111Iiilii PROJECTION BOOTH 14181 111111111111111111111+ / ■ 1 412 1 111111IIIII 1 1 1 1 1 1111111111111+ •i�>t..n�rwllliri �n. l�r► w���r�wlw�rw�r�� ■r�>�w�N.rr����r��■�r��� INWIFIVaint ISM IIIMEIMUSHINIMItri I N • r. n�i�ll•riffirefrnifiitrIlll�If�l_Ik r _ I. f' i 1 1 I t 1 1 1 t � �iwlr,wl���n ��w■� Nwurr wr���w■r� L I _I �i l�l�[�L��1 i :ii!Um1I1 iViwl riTEu■nTOSN' SYMBOL Iu FINISH MATERIALS VB -I BASE, WC -I WALLS V13-I BASE, P -9 (P) WALLS. VB-I BASE, P -9 (P) WALLS. ME -3 BASE, FRP-I WALLS UP TO 4 FT, P -6 (SG) ABOVE VB-2 BASE, TAPE & SAND, NO PAINT VINYL MURAL GRAPHIC P-I, P -I4, P -15 (ES) RE. INTERIOR ELEVS, RE. PTB-2 BASE, P -6 (SG) WALLS ME -3 BASE, FRP -I FLLL I -EIGHT INTUMESCENT PAINT FINISH MATERIALS JOHNSONITE VBG -IOI SEAWEED FINISH LEGEND CORNER GUARDS SYMBOL CG -4 r JOHNSONITE VBG -79 BODE WHITE GENERAL NOTES REMARKS LOBBY MEZZANINE I -IALLS OFFICES PROJECTION BOOTH AL DITORIU M SIDE & BACK WALLS RE: INTERIOR ELEVATIONS - AUDITORIUMS AUDITORIUM SCREEN WALL ALSO PAINT P -2 (ES) ALL ATTACI -BENTS & INSTRUMENTS WI-EN NOT BLACK WISEX STAIRS SL PPORT, TELECOM, ELEV MACH, STAIRS (C TELECOM ONLY PROVIDE 4'x8' HIGH SI --ETS OF PLYWOOD ON ALL WALLS) LOBBY, PROVIDE LEVEL 5 FINISH RE: INTERIOR ELEVATIONS LOBBY KLIEG WALL. OFFICE CLOSET EMPLOYEE BREAK ROOM JANITOR ROOMS PROJECTION BOOTH EXPOSED COLUMNS LOBBY SIDE ACCENT WALLS REMARKS MEZZANINE PROJECTION BOOTHS TOP OF BASE TO 8'-0" LENGTH, WITH P -12 GENERAL CORNER GUARD NOTES: I. JOHNSONITE IS A CLOSED SPECIFIED PRODUCT - NO SUBSTITUTIONS ARE ALLOWED. COLORS IDENTIFIED WITH IN THIS LIST ARE GENERALIZED AND SHALL BE SELECTED BY THE CONTRACTOR TO MATCH THE ADJACENT FINISH COLOR AND BE SUBMI I I ED TO BOTH THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL. A. REFER FINISH SCHEDULE A5II A5I2 FOR MANUFACTURER'S INFORMATION AND FOR ROOM FINISHES NOT SHOWN ON THIS SHEET. B. PAINT COLOR DESIGNATION E REFLECTANCE. REF. FINISH SCHEDULE A511 (ES) = EGG SHELL (P) = PEARL (SG) = SEMI -GLOSS C. REFER GENERAL NOTES I /A512 FOR CORNER BEAD LOCATIONS. D. REFER FINISH FLOOR PLANS A541 TO A544 FOR WALL BASE LOCATION. REVIEWED FOR C ODE COMPLIANCE A r rsi n- I . / n NOV - 9 2007 MEZZANINE CORRIDOR E OFFICES TOP OF BASE TO 8'-0" LENGTH WITH P-9 e ist�ere • Architedt 2575 Jacinto va., San Jagirrto, Clallfoma 92533 -5318 Phone: 91.9252504 �Fa�c gi51.921.02441 Email slic@ftkinc.com SEAL: e in ben Troutman CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rri H E N D E R S O N ENGINEERS INCORPORATED 8325 LENS XA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 wr' wwMLHENDERS0WENGINEERS.0011 PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 8 amc 16 THEATRES W A T SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington ° aaaaa a a a a a m u J : to inhaolniohi ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/8' -1'-0' SHEET TITLE: WALL FINISH FLOOR PLAN - LEVEL 4 (WEST HALF) SHEET NO.: A553 RECEIVED JUL 12 2007 't1 ; DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 1 we ix a elf PROJECTION BOOTH 1 431 1 al 111111112LA111221,1 111.1.t�1..1 I.ru 111{11111411111111111+ 1IIII11I1 I MI IM1r1rrI IM11y AUDITORIUM #14 170 SEATS PROJECTION BOOTH 1 432 M — — — I a 111.. M — — r"74,7:1 1 14061 testa MI I% . OIPMAIIMIIPAIrjuk 5.1.1.4m0 AUDITORIUM #15 144 SEATS M E— E E= E M NOM mm ingliin! r 114 r . 1 1 1 i !PROJECTION BOOTH 1 433 ._: art• •� AN Y! Y 77E , o,■ 1r-it 1r, ' X ix Mu 33 lir + 1111111 1 1 1111111111111111111111111 1 1 11+ + 111111III1111111111111I111111I11II 11 1 1 L z O I-- _ UF o ca B- MIK M1 a1 ■ 1111 N N 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 CG-4 1 � 1 1 r 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 0 CG -4 1 1 CT + 111111111+ - i+11114IiiiiI - illllll1111iliiililllliilllliilii1i4i1 11 11111111 11 1 f 1 1 + I I I I I I I I I I X • • • • • • • • • • • • • • • • al gi • ■ J ■ ✓ J w w w I w w w I w I \\\ r r 0 W 0 L— W L1.. 0 4 s aii .UIn•••••••••••••••••11Air••11•r 1 1 MATCH LINE FINISH LEGEND SYMBOL . —■.El . .1r11�11!>� ME IIM 1 M — 11111111111111 1Mi MIME 1I MEER SYN3OL CG -I r CG -4 r FINISH MATERIALS VB -I BASE, WC -I WALLS VB -I BASE, P -9 (P) WALLS. VB -I BASE, P -9 (P) WALLS VB -2 BASE, P -I2 (P) WALLS. CB-I a CB-2 BASE, ACOUSTICAL PAM. WADS, P -2 ES) EXPOSED GYP BOARD. NO BASE, P -2 (ES) EXPOSED GYP BOARD. AROI.ND BLACK INSULATION ME BASE, FRP -I WALLS LP TO 4 FT, P-6 (SG) ABOVE. VB-2 BASE, P - 6 CP) WALLS TO 8-0 AFF. TAPE E SAND, NO PAINT ABOVE VB-2 BASE, TAPE g SAND, NO PAINT VINYL MURAL GRAPHIC P -I, P -I4, P -I5 (ES) RE' INTERIOR ELEVS, RE: PTB -2 BASE, P -6 (SG) WALLS VCT -3 BASE (INTEGRAL), P - (SG) WALLS ME-3 BASE, FRP -I FILL I -EIGHT INTUMESCENT PAINT VB -2 BASE, WC -3 WALLS. FINISH MATERIALS JOHNSONITE VBG -ION SEAWEED JOI- ISONLTE VBG -79 BONE WHITE REMARKS LOBBY MEZZANINE PALLS OFFICES PROJECTION BOOTH AUDITORIUM SIDE E BACK WALLS RE: INTERIOR ELEVATIONS - AUDITORIUMS AUDITORIUM SCREEN WALL ALSO PANT P -2 (ES) ALL ATTACHMENTS INSTRUMENTS WHEN NOT BLACK LNISEX STAIRS SUPPORT, TELECOM, ELEV MACH, STAIRS ( TELECOM ONLY PROVIDE 4'x8' I-1IGH SHEETS OF PLYWOOD ON ALL WALLS) LOBBY, PROVIDE LEVEL 5 FINISH RE: INTERIOR ELEVATIONS LOBBY KLIEG WALL OFFICE CLOSET EMPLOYEE BREAK ROOM JANITOR ROOMS PROJECTION BOOTH EXPOSED COLUMNS LOBBY SIDE ACCENT WALLS RtVltvvcu r•vr. CODE COMPLIANCE APPROVED NOV - 9 2001 hE T. .tn " rii� 1 I iJlyi i..0 B ILDI G DIVISION CORNER GUARDS REMARKS MEZZANINE PROJECTION BOOTHS TOP OF BASE TO 8'-0" LENGTH, WITH P -I2 MEZZANINE CORRIDOR OFFICES TOP OF BASE TO 8'-0" LENGTH, WITH P GENERAL CORNER GUARD NOTES: I. JONNSONITE IS A CLOSED SPECIFIED PRODUCT - NO SUBSTITUTIONS ARE ALLOWED. 2. COLORS IDENTIFIED WITH IN THIS LIST ARE GENERALIZED AND SNAIL BE SELECTED BY THE CONTRACTOR TO MATCH THE ADJACENT FINISH COLOR AND BE SUBMI I I CU TO BOTH THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL. GENERAL NOTES A. REFER FINISH SCHEDULE A5II A5I2 FOR MANUFACTURER'S INFORMATION AND FOR ROOM FINISHES NOT SHOWN ON THIS SHEET. B. PAINT COLOR DESIGNATIONS REFLECTANCE. REF. FINISH SCHEDULE A5II (ES) = EGG SHELL (P) = PEARL (SG) = SEMI -GLOSS C. REFER GENERAL NOTES I /A512 FOR CORNER BEAD LOCATIONS. D. REFER FINISH FLOOR PLANS A54I TO A544 FOR WALL BASE LOCATION. DY1.--1q) SEAL: e.• n ro tman ist -re' Arch i to J...'n v a: 951.25 2504 PROJECT FOR: W a. Jedinto a 925433-531 ax 1.92.0244 Email• slic@stldnc.6om CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Imp W HENDERSON I I N CORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL 913 -307 -5300 FAX: 913 -307 -5400 VEB: VAWWIENDERSONENGINEERS.COM imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES 1 W AT SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ✓ i� M Ki k u w w i3 lL w W MI r4 hi h ISSUE INFORMATION: KEY PLAN: 11 / 11 . 11 1 11 1 11 - 11 A r y,.� 1n•�r r�r fi�r....r �.�. )�I 1�it �"' ' =' i _' !l� i j1., / tit SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/8' i• 1'-0' SHEET TITLE: WALL FINISH FLOOR PLAN - LEVEL 4 (EAST HALF) SHEET NO.: A554 RED: EWED JUL 1 2 2001 PL-'s ;iv;: ; L; ;._' i Li 2003 DC - OPENING PROTECTNES. SECTION. 715 (DOOR LASS SHALL COMPLY WITH I FPA-80 PER EC, SECTION 715.35) TYPE OF ASSAY WALL ASSEMBLY RATING OPENING PROTECTION DOOR LABEL WIRED GLASS* (AREA) FIRE WALLS AND FIRE BARRIERS HAVING A REWIRED FIRE- RESISITANCE RATING GREATER THAN 1 - HOUR 4 - 1-401X2 3 - HOUR A 180 MN. NOT POTTED I ■ - NON -WED GLASS PER NFPA - 80 3 - HOUR 3 - HOUR A ISO net NOT PERMITTED 2 - HOUR 1 I/2 - I-IOLR S 90 MINI MAX 100 SQ. E+i PER L1C-T -IT I 1/2- HOUR 1 1/2 - HOUR B 90 MEd. MAX. 100 SO. IN. PER L IGI-IT FRE BARRIERS OF H-10LR FRE ReSISTANCERATED CONSTRUCT00 SHAFTS AND E4T ENCLOSURE WAI I S 1 - 1-HOLR 1 - HOUR 1 60 MN. MAX TOO SQ. N. PER LIGHT 011-ER FIRE 13Ai 3R5 1 - HOUR 3/4 - HOUR C 45 MIN. MAX 1296 SCE. W. PER LIGHT FRE PARTITION& EXIT ACCESS ODOR ENCLOSURE WALL I - I-ouP U3 - HOUR v3 20 MIN. NOT LIMITED 011-E2 FRE PARTITIONS 1 - HOUR 3/4 - HCLR C 45 MM r MAX 1296 SO. N. PER LIGHT EXTERIOR WALLS 3 - 1 -10L<2 1 112 - HOLR 0 90 ME' NOT PERMITTED 2 - I -IOL>P I 1/2 - HOLR D 90 MEd. NOT PERMITTED l - HOLP 3/4 - HOUR E 45 MINI MAX. 12296 SO. IN. PER LIGHT EX009I1.Sl PER 2003 IBC, OPENS PROTGCTTVES, SECTION 715.3.3, ECCEPTIONI 3. CORRIDORS iN NA..LTIT EATE32 COM=LE)(ES MAY HAVE LhPfROTECTED OPENENGS AUDITORIUM HAS AT LEAST GE HALF OF ITS REQUIRED EXITS OR EXIT- ACCESS DOORWAYS OPENING DIRECTLY TO TI-E EXTERIOR OR WI-ERE EACH MOTION PICTURE ONTO AN EMT PASSAGEWAY. DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4--05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -1 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 - 15--07 100% TENANT PLANS 312 313 314 315 333 BOX OFF. - CLOSET C STORAGE JANITOR FAMILY NOT USED MENS CLOSET NOT USED AUDITORIUM ENTRY 118 AUDITORIUM ENTRY #7 AUDITORIUM ENTRY 6 AUDITORIUM ENTRY 1 AUDITORIUM ENTRY 114 AUDITORIUM ENTRY 3 NOT USED NOT USED WOMENS CLOSET AUDITORIUM ENTRY 1112 AUDITORIUM ENTRY 1113 AUDITORIUM ENTRY 1114 AUDITORIUM ENTRY 1115 AUDITORIUM ENTRY 1116 NOT USED NOT USED STORAGE MENS CLOSET FAMILY STORAGE OPENING SIZE 2 -2 x 7-0 4 -4 x 7-0 6-0 x 7 -0 6-0 x 7-0 3-0 x 7-0 402 403 404 407 PROJECTION BOOTH 409 ELEVATOR MACHINE ROOM 3 -0 x 7 -0 SUPPORT ELECTRICAL ROOM PROJECTION BOOTH PROJECTION BOOTH NOT USED ELECTRICAL ROOM BREAK ROOM CLOSET COUNTING 418 MANAGING DIRECTOR 420 MANAGING DIRECTOR 421 PROJECTION BOOTH 422 ELECTRICAL ROOM 423 ELECTRICAL ROOM 424 PROJECTION BOOTH 425 PROJECTION BOOTH 427 PROJECTION BOOTH OPENING SIZE 3 -O x 7-0 3-0 x 7 -0 4 -0x7-0 3-O x 7 -0 4 -0 x 7 -0 3 -0 x 7 -0 6 -0 x 7-0 3 -0 x 7 -0 4 -0 x 7 -0 3/4" A 3/4" A 3/4' A 3/4" AA 3/4" A 3/4" A 3/4" AA 3/4" A 3/4 A 3/4 A MAT. FINISH TYPE WPM HM P -14 P -6 P -6 P -14 HM P -14 HM - P6 HM P -14 - P I2 NM P -12 P -6 HM P -12 P -6 P -14 P -12 P -14 MAT. FINISH HEAD HM P -14 2 P -6 HM P -12 2 P -6 P -14 NM P -12 2 P--14 NM P -12 2 NM P -12 - P6 P -I4 NM P -6 HM P -I4 2 HM P -12 HM P -12 _ P6 HM P -12 P -I4 P -I2 P -I4 P -12 P -14 JAMB JAMB SILL BUTT STRIKE 2 2 7A 7A 1/3 a 4, 5, 11 15 407 a 4, 12 406 304 305 306 306A 307 308 309 310 311 316 317 320 321 322 323 323A 324 325 326 327 328 329 330 331 332 334 335 336 337 338 339 340 342 343 344 345 345A 346 347 BOX OFF. - CLOSET B STORAGE AUDITORIUM VESTIBU E u2 AUDITORIUM ENTRY 112 OPS JANITOR CONCESSION SECURE STORAGE STORAGE CONCESSION AUDITORIUM VESTIBULE #10 AUDITORIUM ENTRY 1110 NOT USED NOT USED WOMENS CLOSET AUDITORIUM VESTIBULE 1111 JANITOR AUDITORIUM VESTIBLE #9 AUDITORIUM ENTRY 119 2 -2 x 7 -0 3-0 x 7-0 2 -6 x 7 -0 3 -0x7 -0 3 -0x7 -O 3-0 x 7 -0 3-0 x 7 -0 6 -0 x 7 -0 3-0 x 7-0 2 -6 x 7 -0 6 -0 x 7 -0 6 -0 x 7 -0 3-O x 7 -0 3-0 x 7-0 4 -0 x 7-0 4 -0x7 -O 6 -0 x 7 -0 6-0 x 7 -0 2 -6 x 7 -0 3 -0x7 -0 3 -0x7-0 3 -0x7-0 3-0x7-0 3-0 x 7-0 3 -0 x 7 -0 3-0x7-0 2 -6 x 7-0 3-O x 7-0 3 -0 x 7 -0 3-0 x 7-0 6 -0 x 7 -0 6 -0x7 -0 3/4" 3/4' 3/4' 3/4" 3/4" 3/4" 3/4' 3/4' 3/4" 3/4' 3/4' 3/4' 3/4' 3/4' 3/4' 3/4" 3/4' 3/4' 3/4' 3/4' 3/4' 3/4' 3/4' 3/4" 3/4' 3/4* 3/4' 3/4" 3/4' 3/4" 3/4" 3/4" 3/4" 3/4" 3/4' 3/4" 3/4' 3/4' 3/4" 3/4' TYPE (D) A A AA BB BB A A A A A B B B B BB B A BB BB A A A A A A BB BB A B B B B B B A A B A A BB BB MAT. (0-5) HM HM HM SC SC HM HM S C HM SC SC SC SC SC SC HM HM HM SC SC HM SC SC SC SC SC SC HM HM SC HM HM SC SC FINISH TYPE • r ;F (E) P -I4 I P -14 1 P -I4 2 DS -1 2 P -14 I P -I4 DS -2 I p P -I3 I DS -I I DS -I I DS -I I DS -1 I DS -I 2 DS -I I P-13 El I DS -I DS -1 2 P-14 P-6 DS -I DS -2 DS -1 DS -I 2 DS -I 2 P -13 DS -I DS -I DS -1 DS -I DS -I P -l3 I 1 2 2 MAT. HM HM HM HM HM 1M HM HM HM HM HM HM HM HM NM HM NM HM NM HM HM NM HM P -14 111=11111E1 HM HM NM HM HM HM HM HM HM HM HM HM HM HM FINISH P-5 P-5 P -14 P -14 DS -2 P -13 P -5 P-5 P-S P-S P-S P-5 P -I3 P -6 P--5 P-5 P -I3 P -5 P -5 P-5 P-5 P--5 P-5 DETAILS HEAD 1E11 OM_ NE 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BUTT 2 2 9 2 2 2 2 2 2 2 2 9 2 2 9 2 2 2 2 9 9 2 9 2 2 2 2 2 2 2 2 2 2 9 9 JAMB STRIKE 2 2 2 2 It■ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 IP SILL 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 7B 3 7B 7B MEE 7E3 7B 7B 7B 7B 7B 3 7B 7B 7B 76 7E3 76 76 76 76 6 7B 7B 76 76 1111111111111111111 1/3 1/3 I/3 1/3 1/3 1/3 1/3 1/3 I/3 I/3 NOTES (B) 3, 4 3, 4 3, 4 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3,4,14 3, 4, 14 3, 4 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10 3, 4 a 4, 7, 10, 16, 18 3, 4, 14 3, 4, 14 3, 4 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 7, 10, 16, 18 3, 4, 14 3, 4 3,4,9 3, 4, 14 3, 4, 7, 10, 16, 18 DOOR MEER 301 302 304 305 306 307 308 309 310 312 313 314 315 316 CM 318 319 320 ESN 323 CM 324 325 326 327 328 329 330 332 333 334 335 336 337 338 339 340 341 342 343 345 345A 346 S47 =IN O. CO 0 cc DOOR SCHEDULE -- TENANT (PROJECTION LEVEL) HW SET: 01 DOOR NUMBER: 301 302 310 327 345 408 421 EACH TO HAVE: 3 EA HINGE 1 EA OFFICE LOCK 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA FLOOR STOP HW SET: 02 DOOR NUMBER: 303 I4W SET: 03 320 328 345A 410 424 DOOR NUMBER: 304 305 346 347 306 323 333 401 411 425 EACH TO HAVE: 6 EA HINGE 2 EA MANUAL FLUSH BOLT 1 EA OFFICE LOCK 2 EA SURFACE CLOSER 2 EA KICK PLATE 2 EA SILENCER EACH TO HAVE: 6 EA HINGE 2 EA PUSH PLATE 2 EA PULL 4 EA MOUNTING BRACKETS 2 EA SURFACE CLOSER 2 EA KICK PLATE 2 EA FLOOR STOP 2 EA SILENCER 306A 323A 34 IA 403 412 426 L9050P 06A 4011/4111 8400 10" X 2" LDW FS448 SR64 FB458 L9050P 06A 4111 CUSH 8400 10" X 2" LDW SR64 307 324 343 404 416 427 309A 326 344 407 419 NOTE: PROVIDE L9040 PRIVACY LOCK AT RESTROOMS. NOTE: PROVIDE 4111 CUSH CLOSER AT DOORS 302, 309A, 341A, 404 AND 424. NOTE: PROVIDE 8400 36" X 2" LDW ARMOR PLATE AT DOORS 324 AND 328. NOTE: DO NOT PROVIDE FS448 FLOOR STOPS AT DOORS 302, 309A, 341A, 404 AND 424. NOTE: PROVIDE 595 PEEKO DOOR VIEWER AT DOOR 403, 404, 407, 421, 424 AND 425. NOTE: PROVIDE 2525B SEALS AT RATED DOORS. NOTE: PROVIDE 5BB1HW HINGES AT DOORS 326, 403, 407, 421 AND 425. 321 322 329 330 5BB1HW 4.5 X 4.5 8200 4" X 16" 920003 STRAIGHT FLAT END GRITS 30" 920013 BULLET THROUGH HOLE STANDOFFS 4111 H FS448 SR64 652 WE 626 SCH 689 LCN 630 IVE 626 WE GRY IVE 652 IVE 626 IVE 626 SCH 689 LCN 630 IVE 652 630 630 630 689 630 626 GRY WE WE FOR FOR LCN IVE IVE IVE NOTE: INSTALL PULLS PER MANUFACTURER'S INSTRUCTIONS. DISTANCE BETWEEN STANDOFFS SHOULD BE NO LONGER THAN 30" TO PREVENT FLEXING. LOCATE STANDOFFS AT LEAST 6" IN FROM EDGE OF GRIP. HW SET: 04 DOOR NUMBER: 311 340 EACH TO HAVE: 3 EA HINGE 1 EA FIRE EXIT HARDWARE 1 EA RIM CYLINDER 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 SET SEALS 5BB1HW 4.5 X 4.5 99L-F X 06 20-022 4111 CUSH 2525B 652 IVE 626 VON 626 SCH 689 LCN 630 rvE HW SET: 05 DOOR NUMBER: 312 313 334 335 EACH TO HAVE: 3 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 3 EA 314 HINGE PUSH PLATE PULL MOUNTING BRACKETS SURFACE CLOSER KICK PLATE FLOOR STOP SILENCER 315 316 317 336 337 338 339 5BB1HW 4.5 X 4.5 8200 4" X 16" 920003 STRAIGHT FLAT END GRIPS 30" 920013 BULLET THROUGH HOLE STANDOFFS 4111 H 8400 10" X 2" LDW FS448 SR64 652 630 630 630 689 630 626 GRY IVE FOR FOR LCN IVE WE NOTE: INSTALL PULLS PER MANUFACTURER'S INSTRUCTIONS. DISTANCE BETWEEN STANDOFFS SHOULD BE NO LONGER THAN 30" TO PREVENT FLEXING. LOCATE STANDOFFS AT LEAST 6" IN FROM EDGE OF GRIP. FEW SET: 06 DOOR NUMBER: 402 422 EACH TO HAVE: 3 EA HINGE 1 EA FIRE EXIT HARDWARE 1 EA RIM CYLINDER 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA FLOOR STOP 1 SET SEALS HW SET: 07 DOOR NUMBER: 405 428 EACH TO HAVE: 3 EA HINGE 1 EA FERE EXIT HARDWARE 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA FLOOR STOP 1 SET SEALS HW SET: 08 DOOR NUMBER: 406 423 EACH TO HAVE: 6 EA HINGE 1 EA FIRE EXIT HARDWARE EA FIRE EXIT HARDWARE 1 EA RIM CYLINDER EA SURFACE CLOSER 1 EA SURFACE CLOSER 2 EA KICK PLATE EA FLOOR STOP SET ASTRAGAL SET SEALS HW SET: 09 DOOR NUMBER: 413 414 EACH TO HAVE: 3 EA HINGE EA DEADBOLT EA EA EA EA EA EA 3 EA 1 1 1 1 HIV SET: 10 DOOR NUMBER: TRASH STOREROOM LOCK SURFACE CLOSER KICK PLATE FLOOR STOP DOOR VIEWER SIT ENCER 429 417 5BB1HW 4.5 X 4.5 99L-NL-F X 06 20-022 8400 10" X 2" LDW 2525B 5BB1HW 4.5 X 4.5 99L-BE-F X 06 4011/4111 8400 10" X 2" LDW FS448 2525B 5BB1HW 4.5 X 4.5 9927E0-F-LBR 9927L-NL-F-LBR X 06 20-022 4111 4111 CUSH FS448 125NA 2525B 418 5BB1 4.5 X4.5 B680 L9080P 06A BY ADT 1006 FS448 595 SR64 NOTE: PROVIDE 2525B SEALS AT RATED DOORS. NOTE: POWER SUPPLY TO BE PROVIDED BY ADT. ARCHITECT TO VERIFY WHICH DOORS HAVE CARD READER SYSTE.M. NOTE: PREPARE DOOR FRAME TO RECEIVE ELECTRIC STRIKE. ELECTRIC STRIKE PROVEDED BY ADT. EACH TO HAVE: 48 EA SPRING HINGE 1002 4.0 X 4.0 420 NOTES 3, 4, 12 DDq) 652 626 626 689 630 626 BRN 652 IVE 626 VON 689 LCN 630 IVE 626 IVE BEN NGP 652 626 626 626 689 689 630 626 AL BRN DOOR MKS 401 402 652 IVE 626 SCH 626 SCH 630 HES 689 LCN 630 IVE 626 IVE 626 PKO GRY WE 405 408 409 410 411 412 3, 4, 5, 6, 13 416 422 423 rvE VON SCH LCN IVE WE NOP 426 IVE VON VON SCH LCN LCN IVE IVE NGP NGP BLK BOM NOTE: 3 HINGES PROVIDED AT EACH TRASH ENCLOSURE AT THEATER VESTIBULES 1 TI-MOUGH 16. DOOR SCHEDULE NOTES A. SYMBOL GENERAL NQTEI, ALL DOOR AND FRAME INSTALLATIONS SHALL CONFLY WITH T1-E CLEARANCES SHOWN IN DETAIL 'A' THIS SI-EET AND MANDATED BY II-E AD.A. (NO EXCEPTIONS) <-----REFERENCE PLAN DOOR MARK "DNO" = DOOR NUMBER. B. NOTES TENANT DOOR NOIES I. FOR DOOR FNIS1-1 HARDWARE SEE 'DOOR HARDWARE GROLPS' SCI-EDLIE TI-115 SkEET. 2. FOR DOORHEAD, JAMB AND SILL DETAILS RE: SkEET A62I. 3. SEE REFERENCE FLOOR PLANS FOR DOOR LOCATIONS 4. DOOR TO HAVE SELF CLOSING DEVICE 5. DOORS LEADING TO RESTROOM FACILITIES SHALL CONFLY VVM-1 ADA RE-QUIREMENTS. RE: SIGNAGE AND WAYFINDING DRAWINGS. 6. DOOR TO HAVE LATCHING HARDWARE 7. DOOR EQUPED WITH DP-I DOOR PLU FOR FNISI-ES RE: SI-EET A512. 8. ALL AUDITORIUM ENTRY AND AUDITORIUM ENTRY VEST. WOOD DOORS WITH TRAPEZOIDAL DOOR LIGHT ARE NON-RATED a■I0 LABEL) DOORS AND FRAMES. RE: IBC. SECTION 7153.3, EXEMFMON 3. 9. PROVIDE 'PEAK-O-VIEW IN CENTER OF DOOR AT +44" ABOVE FINISH FLOOR. (INSTALL AT ALL OFFICE TO CORRIDOR, PROJECTION TO CORRIDOR, PROJECTION STAIRS TO CORRIDOR DOORS AND AS INDICATED.) 10. FOR AUDITORIUM DOOR APPLIED GRAPHICS RE: DETAIL 26/WF2Q5 (FFE PROVIDED 0.F.C.I.) II. DOOR EQUIPPED W/ PANIC HARDWARE PER BC, SECTION 1008.1.9. AND IEC 2003. 12. PROVIDE ADT ELECTRIC STRIKE 11I-ES 1006. PREP. FRAME ACCORDINGLY. 13. PROVIDE STAINLESS STEEL ARMOR PLATE TO +36" AFF ON PUSH SIDE OF DOOR. 14. SI-ELL DOOR TO BE AUTOMATICALLY OPERATED. PROVIDE POWER. RE: ELECT. DRAWINGS. SEE 'REFERB■ICE FLOOR PLAN, DRAWING A231, FOR EXACT DEVISE LOCATION. 15. SkaL DOOR TO HAVE SAFETY DEVISES INSTALLED. RE: DETAIL 8/A1011. SI-ELL BUILDING DOOR NOTES a3Y BASE BULDING) 20. DOOR TO HAVE FULL 180 DEGREE EXTERIOR SWING. 21. STOREFRONT DOOR TO I-IAVE PREFINISI-ED ANODID COLOR AS SC1-EDULED. (BY BASE BUILDING) 22. ALL BUILDING EXTERIOR DOORS SHAU- I4AVE WEAT1-ER STRIPPNG. (BY BASE BUILDING) 23. DOOR TO HAVE METAL SIGN STATING "FIRE SPRINKLER RISER ROOM". PROVIDE V HIGH VVHITE LETTERS ON RED BACKGROUND. (BY BASE BUILDING) 24. ALL 51-ELL EXTERIOR EXIT DOORS AND/OR SI-El DOORS FROM TI-EATRE LOBBY, CORRIDORS AND AUDITORIUM SHALL HAVE PANIC HARDWARE DEVISES INSTALLED BY SI-ELL BUILDING. 25. ALI SkELL DOOR OPENINGS AND DOOR LEAF FINISH HARDWARE PROVIDED AND INSTALLED BY SI-EIL BULDING. RE: SHELL BULDING DRAWINGS. D. DOOR TYPES FLUSH I/4' TEMPERED PPG GLASS UTE IN MAME. 1 16/A1013 FOR LAYOUT. RE NOTE BELOW - FLUSH DOUBLE - BB LENGTI-It 30' FINISI-13 FOR BOTI-I STAND OFFS 6 GRIPS - SATIN STAII•LESS STEEL F. DOOR LABEL G. GENERAL NOTES A. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. WI SERVING ,AN OCCUPANT LOAD OF 50 OR MORE. SECTION 1000812, 2003 IBC. B. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR H-r NO DEAD BOLTS, NO SLIDING BOLTS, ETC. (IBC SEC. I008.1.8.4 AND IFC SEC 12073) C. VVIDTH AND I-EIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITN SECTION 100811 2003 IBC. D. ALL EXTERIOR DOORS ARE saF CLOSING. E, PROVIDE APPROVED PANIC HARDWARE ON REQUIRED EXIT DOORS. PER SEC. 10081.9 2003 BC. F. ALL EXTERIOR EXIT DOORS IN ADDITION TO ENTRY DOORS SNALL BE ACCESSIBLE TO HANDICAPPED G. CURTAIN WALL SYSTEMS SHALL BE DESIGNED TO RESIST WIND LOADS OF 90 MPH EXP.C. H. ALL EXIT-ACCESS DOORWAYS AND DOORWAYS FROM UNOCCUPIED AREAS INTO CORRIDORS SHALL BE PROTECTED BY TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES (IBC, SEC. 7095 AND SEC. 714.2.3) TI-E SPACE BETWEEN TWO CONSECUTIVE DOORS IN A VESTIBULE, SERVING OTI THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48* OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCN VESTIBULE WI TI DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES 51-IALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM - 11-1E SPACE BETWEEN TI-E DOORS. (ADAAG 413.7 AND SEC. 100817, 2003 IBC) WI-EN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS PURPOSES, TI-EY SHALL COMPLY AS REQUIRED EXITS (IBC SEC. I003.3.D K. ALL INTERIOR EXIT DOORS IN AN EXIT ENCLOSURE sPAn BE PROTECTED E3Y A FIRE ASSEMBLY RWING A FIRE PROTECTION RATING OF NOT LESS TI PPR WI-ERE H ENCLOSURE CONSTRUCTION IS PERMI1 tD, AND I I/2 WI-ERE 2-I-IR ENCLOSURE CONSTRUCTION IS REQUIRED BY IBC SECTION I005.a32. SUCA-1 DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY ACTIVATION OF A SMOKE DE I tCTOR AS SPECIFIED IN IBC SEC. 714.2 (IBC SECTION 1005.35.2) L FLOOR OR LANDING ON EACH SIDE OF DOORS MUST NOT BE MORE THAN 1/2 INCH LOWER TI THE THRESI-IOLD OF THE DOORWAY GEC. 1008.15 2003 IBC) M. R13=EPENCE SPECIFICATIONS, SECTION 08710, FOR DOOR HARDWARE SETS TO BE INSTALLED. N. Fla_D MEASURE ALL OPENINGS PRIOR TO FABRICATION OF DOORS AND FRAMES. 0. REFERENCE 'FINISH SCI-EDULE" FOR DOOR AND FRAME PAINT AND STAIN COLORS. P. ALL DOOR AND FRAME INSTALLATIONS SHAL1 COMPLY WM THE REQUIREMENTS SHOWN IN T1--E LEVEL MANEUVERING CLEARANCE DETAIL 4/611 OF 11-11S SHEE I AND MANDATED BY THE A.D.A. NO EXCEPTIONS. NO Zo EPUU_ SIDE 37 MN. CONDITION - B LEVEL MANEUVEMIC CLEARANCES AT DOORS 4' MI CLEAR AT B(TERIOR DOORS le MIN.' CLEAR AT INTERIOR DOORS PROVIDE T1-115 ADDITIONAL SPACE F DOOR IS LATCI AND A GLOSS? C. ABBREVIATIONS I. DOOR CON6TRUCTION: SC = SOLID CORE (WOOD) HM = HOLLOW METAL AL = ALUMINUM E GLASS 2. FACING AND FINISH: 3. DOOR FRAME CONSTRUCTION: 14M = HOLLOW METAL AL = EXTRUDED ALUMINUM * = RE: FINISH SCHEDULF FOR COLOR **= RE: BASE BLDG. DWGS FOR COLOR E. FRAME TYPES 2" HOLLOW METAL FRAME PROVIDE 4' 14 M. I-IEAD FRAME AT MASONRY WAU-S. 2REVIEWE5 FOR CODE COMPLIANCE APPROVED My Of Tukala BLUM DIVISION SCALE: ( 1 1 2 n 575 Jacinto Ja to, Boma 925E3-5318 Ph e: 951.92.512504 Pa:c 1.921.02441 Email slOrlanc.cern CONSULTANTS: Norton Se Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 HENDERSON ENGINEERS INCORPORATED 8325 LIERILKA DRIVE SUITE 4#30 LENINA. KS. 66214-1695 TEL: 913-307-5300 FAX: 913-307-5400 PROJECT FOR: C1MO Copyright 2006 - AMC REAM INC. AMC REALTY, MC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES WeS SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington MO MU pmaimligram • AV' Z1MO q 4 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: SHEET NO.: A611 g, 44 9 VV-0 DOOR SCHEDULE PROJECT NO.: 223-383-05 SCALE: RECEVED JUL 12 2007 DATE: INFORMATION: 4 -21 -05 6' -4' FN. TO FIN. WI -E-RE OCCLIS 1 V2• ;\ 6 VT AT 4• MET. STUDS /.--- VT 1 I 8 VT AT 6 MET. STLD5 I 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS I 2 m r 1 [ \ ; FT DIMI sas i I WITH WALL TYPES I AS LAS _I DOOR FRAME ADJUST DIMENSION TO CENTER FRAME N WALL AT OPENINGS N EXCESS OF --I —� _ �--- WI 6' -4" DE SEE WALL TYPES I I SO-EDULE , I I I H. M. FRAME �r \ ` I , I DETAIL B AS SPEC'D ' l i i I PAVER T9..E / CARPET BY TENANT) < DOOR DOOR I/7 N. TWO LAYERS 5/8' GB. EACH SIDE 5 V4' AT 4" MET. STUDS I/2- METAL o I I NON -COMB 2X WD. VCT WI-ERE OCCIRS ADJUST REDUCER AS REQ'D l I I FILL HGT. I AD-LIST JST METAL STUD ' I AUTO. DOOR BOTTOM JAMB AIdCI• !OR CLIPS _ ' ♦ I 1 HOLLOW METAL FRAME ,_ ,qu SET IN MASTIC. TRANSmoN REDUCER CONCRETE PAVING AT EXTERIOR 7 V C AT 6' MET. STUDS TAE CTREA7_ZO MERE OCCURS) I ALIC ivT AS REQUIRED I FOR VARYING LAYERS OF I I DRYWALL I I CAULK I I N n T v8Fr DIMIB`1SION5 I WfTH WALL TYPES I 'I I I L■5 •' I 11 , L AS SC! -auEED J AS SPEC D sr w � 5 /8' GYPSLRv1 BOARD SEE WALL TYPE KEY CONCRETE (SEALED OR STAB) 111 WALL I�JMBBR OF LAYERS / / / f /// A DETAIL A ///////////////////////////////, ONE LAY132 518' G.B. EACH SIDE CONCRETE SCALE DETAIL THRESHOLD SCALE _ 3 JAMS D ETAIL SCALE _ � 9 SCALE _ F RAM E DETAIL S 6 = r THRESHOLD �L 6 " =1 ' -O" 3 = I ' -C]" NONE " =I ' -O" 7 — 7 -- ---- - - -- I I - • 5/8' GYP. 80. —� J REF WALL TYPES SCI --ED. FOR NO. OF LAYERS (,I' W p ? cn a W O Lz 0 ©I- CO c 1- w m U z z m W D- 7 z DOOR AUTO DOOR BOTTOM SEAL. SEE CAULK ' - (2) L.AYE RS OF 5/8• GYP. BD. i I I ( DOOR SC{ -HJLIE NOTES FOR EXACT LOCATIONS � D ED:PAWED METAL STIR FRAMNG DOOR cCAW: METAL STUD JAMB ANCHOR CLIPS METAL LATI-I AS SPEC' D 1h w Lt O �. ( DOOR CARPET CARPET I I J HOLLOW METAL DAME A SOFFIT LINE WI-ERE APPLIES REDUCE CAULK (2) LAYERS OF 5/8' —VCT WI-ERE — I 71/4-- OCCLRS — — -- — SELAED WI-ERE -- -- CONC. OCCURS CONCRETE - CONCRETE OR 111111111111111111111111111 1!11111 1111I (SEALED OR STAINED) 11 M GYP. BD. ANCHOR ups / ///////// / / / / / / / / / / / /// H. M FRAME DOOR SCALE = 18 THRESHOLD DETAIL SCALE: �� VAULT DOOR SCALE= �� THRESHOLD DETAIL SCALE= JAMS (MEAD SIM SCALE r 2 6 " =1' -O" L NONE 3 al' — O " " 6 =1 -O REVIEWED FO CODE COMPLIANCE APPROVED -- - L � - -- NOV - 9 2007 OtV Of TukWlla 3UjLDIN . DIVISION DOOR DOOR Sw� BOTTOM SEAL WHERE OCCURS. SEE DOOR SCI• -EDUL E NOTES FOR EXACT LOCATIONS V.C.T., QUARRY OR C.T. PAVERS. SEE DOOR CARPET, TILE, OR CARPET AS OCCURS DOOR RESILIENT FLOOR COVERING (AS APPLIES) C ,._ N ' A CONCRETE DOOR SWEEP BOTTOM SEAL WI-ERE occu S SEE DOOR SCHEDULE RTES FOR EXACT LOCATIONS SNAP DOWN COVE CAP FLOORING TRANSITION MOLD EDGE STRIP- SCNLUTER- S -M OR EQUAL < ////// / / ///7/////////// / / ///// /// FINISH SCI -LIE FOR EXACT LOCATIONS. EXPOSED SEALED CONCRETE FLOOR SLAB WI-ERE S. SEE FIhIISH �E DOOR TIE / FLOORING Cv VT , — V.C.T. SI•-EET VINYL OR EXPOSED SEALED CONCRETE FLOOR SLAB INI W � F S" � CONCRETE DOOR ONCST (SEALED INSTALL APPROPRIATE ROOK MOLDS P11111111110 111111111I1 1 11 IIIItI�� �� «, / // // / / / / / / / / /// // / /// / / /// / ....."/./.."/"," / ./ i�/ / i 7 ., / BETWEEN DISSIMILAR FLOOR FIMSI -ES AS OCCURS CR EN O ) ////////// //////////////////////// A • SCALE: r 1 19 THRESHOLD DETAIL SCALE = THRES DETAIL SCALE= r 11 THRESH DETAIL SCALE TH R ESHOLD DETAIL SCALE: 3 L � 6 " =1 ' -0" L J 6 "I . - � J 6 ,1 �1 -o " . "_ " L 15 : 6 -I ' -O ►. J ..i INTERIOR F=INISH WHERE OCCURS I DOOR AUTO DOOR BOTTOM SEAL SEE L —___L DOOR SCHEDULE NOTES FOR EXACT LOCATIONS — 1 DRP WI-ERE OCCURS i 1 1 I I I I I THRESHOLD CONCR1 FLOOR SLAB ( DOOR TILE I CARPET < DOOR CARPET CONCRETE REDUCER REDUCER 11111111111111 IJ I— — __I IRESIULB\IT FLOOR CONCRETE ds a s e a ° ° ' 9 COVERING ` VCT RESILIENT F R'G 1111 111111111 III 111111111111111111IIIIIII CONCRETE 111b, I / / / / / / / / / / / / /// / /f/ / / / / / // / / / / /// / / • / / / / / / / / / / / / / / / / / /// SCALE = r 1 O SCALE= r 1 THRESHOLD DETAIL SCALE= r THRESHOLD DETAIL r SCALE: 1 THRESHOLD DETAIL SCALE = r 4 ~ 6"=1'-o _ 6 �I O 6 " °I' O" DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 1 311< e -in be•:n • tman e -is re • • rch tedtt 2575 an J n A ve - , Ja 1: 92583 -5318 Phone: 9 F� •1.92 . o244i s U ©sUdnc orn SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 IAA ENGINEERS INCORPORATE D PROJECT FOR: amc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES WeSirlebi SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g @titlalunE ( 1((11(dW@WWWIlt@@�W@yy(ILIM(Jd 1= ° aaaaa aa aQa`amU2aw W m g _ ErEg M J j ir ,<Z•I 1±1 7R',D' 1 7v amc ISSUE INFORMATION: KEY PLAN: 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX 913- 307 -5400 IMIEk www.HENDER50NENGINEERS.COM SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: SHEET TITLE: DOOR DETAILS SHEET NO.: A621 RECEIVED JUL 12 2007 ; Li METAL STUD FRAMING TABLES NOTE= VI20 ALLOWED AT WALL FRAMING COi Y. ON NOT EXCEEDING MEZZANINE DECK AREAS MY. NOT IBC 2000, TABLE 7191(2) 4-21-05 RATED IRfiE*`RESISTANCE FOR VARIOUS WALLS AND P 5-4-05 "THE SYSTEM" BY METAL- -LITE, INC. 5 -1 -06 Table 7 -D PRECONDmONNG CYCLES 6 -7 -06 WALL TYPE DEFLECTION SPAS L I 244 REMARKS MATERIAL ITEM CONSTRUCTION MINIMUM T ' ,PACE TO FACE A PATENTED (5,1 27,203), SEISMIC, FIRE RESISTANT Type of OW system Number of Cycles WALL STRUCTURE AND METHOD. 12' • 61 24' seismic 100 Expaision/Contraction 500 13. Noncombustible studs - Interior partition with gypsum board each side 13 -1.1 0.018 Inch (no. 25 carbon sheet steel gage) charnel-shaped studs 24" on center with one full - length layer of 5/8' type -x gypsum wallboard applied vertically attached with I' long no. 6 drywall screws to each stud screws are 8" on center Ground the perimeter and 12' on center on the intermediate stud. the wallboard may be applied horizontally when attached to 3 5/8" studs and the horizontal joints are staggered with those on the oppislte side. screws for the horizontal application shall be 8 on center at vertical edges and IT on center at intermediate studs. 2 7 /8"(d) (1- �) , " THE SYSTEM U.L. Listing HW D- 0027 ---2 Hour Rated Assembly U Listing Hli D- 002E ---i Hour Rated .laae THE ONLY DEFLECTION/SEISMIC AND FIRE RESISTANT WALL SYSTEM AND METHOD TO PASS THE CYCLE AND FIRE TEST REQUIRED BY 1997 LBO CODE, 1996 BOCA, AND 1997 STANDARD BUILDING CODE 11-E SYSTEM' BY METAL -LITE, INC. WAS TESTED TO COMPLY WITI -I THE FOLLOWING EXCERPTS FROM THE 1997 CODE. U.B.C. 1997 CODE SECTION DESIGNATION DEF1JECTION SURFACE -LOAD 5 LBS. C S r FT Wind Sway 500 DIVE ,ljiVf SY5TBA, is c>rn assemblage of specific materials or products that resist �for a prescribed d and per fire-resistive , in ie passage of with WC rFv lointsd 7.1 to WT -1 iii 23 Y 600XCSI4P 4227 38' -7 - - SEE TABLE NO. V. SERIES "XCS" 600XCSI4P 4.227 - 35 -r - SEE TABLE NO. V. SERIES 'XCS' Metal -Cite, Inc. Solutions for the Meal Stud Industry CA. 1160 North Blue Gum Ave. Arlc�lelm, CA. 92806 (800) 886 -6824 (California) . (800) 711-9957 (Chicago) Fax (714) 632 -5738 ( California) Fax (847) 931 -4428 (Chicago) http = / /www.metaHIte.com (d) s shall be used for nonbearin purposes g p �' oes onl y WT -4 WT -18-0 250XCSI8P 0.321 - 14' -8' - SEE TABLE n)0. V. SERIES 'CS' 400XCSI8P 1083 - 22' -3' - SEE TABLE NO. V. SERIES "KS' IBC 2000 ! TABLE 719.1(2) SCALE _ 706.2 FIRE - RESISTIVE JOINT SYSTEMS= FIRE - RESISTIVE JONT SYSTEMS SHALL. BE TESTED IN ACCORDANCE WITH THE WC STANDARD 7.1 UNDER THE Fa_LOwNG CONDITIONS= NO NE 600XCSI8P 2.697 - 30 -4 - SEE TABLE NO. V. SERIES 'XCS' CALIFORNIA OSHPD APPROVAL R 0370 Los Angeles City Research Report RR 25319 LIGHT GAUGE FRAH M m si7a<' Br: CAA BY. itnieraellara labceattrke be. 1 r BE FOE DEE Di JOINT Sty U.S. PAS SSE UL FM RESISTANCE DIRECTORY NO 6,127,203 28 AL n No. U495 Nonbe W Rating Hr. or 2 Hr. arl�lg ""� - (See items 5 and 7) 4 wT-6.0 6000S20P 1681 - 26'-0' SEE TABLE NO. V. SERIES 'CS' JOINT l�; - E ' E SHALL c JOB SYS S DESIGNED JOINT ACCOMMODATE MOVEMENT SHALL BE EXPANDED TO TI-E MAXIMUM JOINT OPENING WIDTH FOR WHICH T 1 HEY ARE INT DDED TO FUNCTION, 7. JOINT SYSTEMS DESIGNED TO ACCOMMODATE MOVEMENT SHALL BE PRECONDITIONED BY CYCLING BETWEEN TI-•E MINIMUM AND THE MAXIMUM JOINT OPENING WIDTH FOR WI-IIC THEY ARE INTENDED TO FUNCTION FOR TI-E NUMBER OF CYCLES SPECIFIED IN TABLE 7 -0. WT -7.0 400CSI8P 0.927 - 21' -0' - SEE TABLE No. V. SERIES 'CS" WT-5.0 WT -8.0 4.227 - 35' -r - SEE TABLE NO. V. SERIES 'CS` 6000 520P L68I - 26' -0' •- SEE TABLE NO. V. SERE 'XCS' WT -9.0 WT -10.0 250XCSI8P 0.321 - I4' -8' - SEE TABLE NO. V. SERIES "CS" 400XCSI8P 1.083 - 22' -3' - SEE TABLE NO. V. SERIES "XCS' 600XCSI8P 2.697 - 30' -4' - SEE TABLE NO. V. SERIES 'XCS' WT -11.0 - - - - - N/A. (RIGID ACOUSTIC INSUATION) - ' - _ HORIZONTAL CEILING ' • :. - - ` -' : 0- . • : . • i .. . r . .. '• ' ` .. - �. ' SECTION CEILING ' • _ - " �' ` �` : ' ` 0- ' • a ' . :,, i .....-..i. : ` . . . WT -12.0 400XCSI8P 1083 - 2T -3' - SEE TABLE NO, V. SERIES 'XCS' 400XCSI4P 1.669 - 25' -6' - SEE TABLE NO. V. SERIES'XCS' WT -13.0 6000S2OP L68I - 26'-g - SEE TABLE NO V. SERIES 'CS" °�� FIRE SAFNG MATERIAL CUT 25 PERCBYT WIDER THAN FLUTES AND APPROX. 8 IN. WIDER THAN SLOTTED CEILING TRACK. STACK PIECES TO 50 PERCENT THICKNESS STUFF INTO FLUTES ABOVE SLOTTED TRACK. MINERAL WOOL LOCKED N PLACE BY SING POP-UP TAB. W T -14.0 800CSI8P 4.405 - 35` -9' - SEE TABLE NO. V. SERIES "CS' 4• _ ( - ` 4 IA WT -15.O 4000516P 0.927 - 21•-0" - SEE TABLE NO. V. SERIES 'CS" WT -16.0 4000518P 0.927 - 21' -0' - SEE TABLE NO. V. SERIES "CS" BUILDING NCRETE 4 EC 0K OV E *° WT -17.0 600CS20P 1.681 - 26' -0' - SEE TABLE NO V. SERIES "CS" }' R - • •� • � CONTINUOUS METAL -CITE 5LO I ICU TRACK 11 „ '�i ' ' / P 4 • ■`�► ► FIRE SAFING STOP TAB N BENT -L� POSITION CoNCR& 1 L FASTENER AT EACH LOW FLUTE FIRE SAFIi STOP TAB IN BENT POSITION CONTINUOUS ME I AL-LITE SLOTTED TRACK US. PATENT 5,127,203 ) • ) / � C WT -19.0 50XCSI8P 0.321 - 14' -8' - SEE TABLE NO. V. SIES CS" (mi ni L Fav and c R urrlers - av shown) - Chanel shaped nrmer s , 3-5/8 8 i n, wid ri>tm) H/4 in. legs, formed from No. 25 MSG (minknu'n) gale steel, attached to floor and ceiling with fasteners spaced 24 In. OC maarrxm nm lA. As an alternate to Item 1 Collin° Rainer* - 25 MSG min, gale steel, width to accommodate stud, with 3 or 4 In. legs offset one side at midpoint to accomodate wall cladding thickness. Attached to telling with fasteners spaced 24 in. o.c. The wall cladding shall overlap wall- board Fire Track Carp. 2. Studs - Charnel- shaped, 3-5/8 in. wide by I V4 in. legs, 3/8 in. folded back retrxn. rm formed from 25 MSG (min(m(r1n) galv steel, spaced 24 in. 00 =minim a Balls aid Rake*" - (Optional, not shown) - Mineral wool or fiber baits partially or completely See atts filling and Bicrket ZJZ catagary for names of Classified companies. 4. Sore - (Type SBey tapping screws. �V4ar 2 k'. late, 0 Imo) a,d 2-V2 in. Ong (214) _ 5. Buildrp Lilts For 1 14. Rating Norrrdnal 5/8 or 3/4 tn. thick, 4 ff. wide, faced wall- n9 9y p�n board panels with the faced Blde on the Interior wall cavity. Panels attached to studs and floor and ceiling nmers with screws spaced 8 In. OC along the edges of the panel taxi 12 In. OC In the field of pane. Joints oriented vertically and t rd it ti of th ��l, f the l J itd staggered on oppose sides oe G Electric Cormlpaiy - Type CoreGlrad 6. Joint Tape and Carrrpclmd - (not shown) - Vinyl, dry or premixed Joint Compound, applied k) Iwo Goats to Joints and screw Ineoda paper tc e 2 In wide, embedded h first layer of compound over all joints 7. Wdboard Gypsum - (Not Shown for 2 14 Rating) - any Classified 5/8 In. thick, (minima n) 4 ff wide, wall bond applied over exterior face of f�JIIdIng Unit (Item 5). Wallboard to be applied vertically with lolnts staggered 24 In. from Buliding Unit (item 5) and attached to studs and floor and ceiling toilers with screws spaced 8 In OC. See Wallboard, Gyps&rn (CKMO Category for names of maufactu ' Bearing The UL Classification Marking I " • , 400CSI8P 0.927 - 21' -0' - SEE TABLE NO V. SERIES 'CS' ° - � �� ''. A F LUTE COVER PLATE . 6000S2OP 1681 - 26' -0• - SEE TABLE NO. V. SERIES "CS" U.S. PATENT 5,127,203 �^,..•',' "'�' 1 - . 16 in. OR ., • °Q' ••'' i I 1 STUDS AT 24 In. OPTIONAL w/ n8 CAULK JOINT AT GYP BD TO DECK AT FLUTE COVER PLATE TO DECK WITH PECORA ACOUSTICAL CAULK ROUND STAND-OFF WASHERS x V2 in. LG. SELF-DRILLING/TAPPING WT -20.0 - - - - - N/A THAT CI -IAM'a AMY) WT -21.0 N/A (SHAFT WALL) WT -220 4000520P 0.681 - 19' -7 - SEE TABLE NO. V. SERIES "CS" o.o. o.o. PAN 1-EAD SCREWS EACH SIDE OF STUD (WASE-ER INSTALLED THROUGH SLOT) US. STUDS T o.o. D�EGi10N SPACING ALLOWABLE ALLOWABLE BERES - . �• �. :��� iVtzO b���7$��.,,� 12' 16' 24' 12' 16' 'x - 2 - °;,�;�� �� =�:,� 24' p� p� GVii 1 AIN TABLE NO. - 'C' g5D 12' 116' 24• WALL SPANS V f , 2' zx - 44,7P/ .. _s�� =�� �:�b. - : �: 12' 16' 24' 12" 16' 24' g6p 12' 16' 24' I S 0 METRIC PATENT 5A67,566 STAND -OFF WASHER w/ i 5 x 1/2 in. LG. SELF-DRILLING/TAPPING I PAN HEAD SCREW ELEVATION 16 OR In. o.o. BASE BUILDING METAL DECK (WA ALLED TI-R n SHER INST OUCH SLOT) U5. PATENT 5.46766 NOTE= PACK VOIDS w/ SOUND ATTENUATING BATT INSULATION. (PROVIDE LI ES ) INSULATION IN RATED WALL ASSEN�IES) SECTION p t DO( p ip SUiFACE -LOAD 5 LBS. PER SOAURE FOOT - MTERIOR WIND -LOAD 15 LW. PER SQUARE E FOOT NOTE= PACK VOIDS w/ SOUND ATTENUATING BATT INSULATION. PROVIDE FIRESAFE INSULATION N RATED WALL ASSEMBLIES) ' csw L.3 3T8' 29'8' 25111 25'W 237 20 22'8 207 18 22 207 IVO• 18'0' 16'4' 44'3 55' 14 12'6' 352=56P L073 30'7' 27'9' 24'3 24'3' 227 19 21'2 19'3 15 21 19'3' 1610' 16•I0' 5'3• C3'4• 14'8 13'4` 11.8' FLUTE CTE COVER PLATE, 20 GA MATERIAL, ATTACH WITH 2 SCREWS INSTALL FIRE SAFNG BETWEEN DECK FLUTE S62XCrS D O 287 25T 22'8' 22'8' 20'7 18'0' 19'9' I8'O' 15'8• 19'9' 18'0' 158 5'8• 14 12 13'9' 12'6 10 4000D(SidP 1469 35'4' 32'r 28'0' _ 28'0' 25'6• 273' 24 22'3 19'5 24'6" 22'3' 19'5 I9'5 0'8' 5•5 n'0' 5'5• 13'6' 400XOS6P 1344 330' 30'0' 26'3 26'y 2310' 2010' 227 20'10' 18 227 20'10' 18'2' IB7 16'6' 14'5' 5•r' 14'5 127 aciaacssP 1.083 30'7 28'0' 24'5' 24'6 22'3' 19 21'4' 19'5' n'0 21'4' 19'4' Ifi'r' 167 6'S 13'5 14'7 13'6' 11'9' 6001kG'SI4P 4227 48 44T 38 387 35'r 307 33'8' 307 26'7 33'7• 30'6 267 25 24 27 23 21 18 60axcSl6P 836 457 41'O' 35'10" 36'0 32'8 28'6' 31'5 28 247 31'3 28'4' 24'9• 24'r 22•7 19'9' 2 19'9' n'3 6000OMI3P 2.697 417 38'r 337 33'5 30'4' 26'6 29'3' 767 237 287 26'3' 22'0' 237 21'0' 18 20'3' 18'4 16'0' aocD cs4P 90/4 60 55'0' 48'0 48'3 4310' 38 42'3' 38'4 33'6' 41'10' 28O 33'r 33'4" 30'3 26'5 29'T 26'6 23'7 F IRE RESISTANCE ���� SCALE _ �•r aoaokcs6 3374 56 51'0' 44'5 4430' 40'8 35' 39'3' 35' 3t 'r 38'9' 35'7 30'8' 30'� 28 '11 2 4'6 27'2 24 21'6 8o 5099 517 4T7 41 41 37 32.1 36 33 . 0' 28 3 5'7 S I•T 25.10' 28 26 0 2118 25 'r 22.9. 19.7 NONE IOOCn(cs4P 1:3354 7270" 65'4 567 57'6 52'2' _ 45'6 50'5 45'9' 39'fl 497 45'0' 39'3' 39'8 35'0' 31'5 34'10' 37 2T6 . . ' ° < ' .. ,. •. `. •• ' . • :: ;. ,., : t . .'... : ;: r• ' •; lr. • '�.' ' Design No. • Nonbearing Wall Rating - 1 Hr. - 0 4135 66'6 60'4' 52 53'3 48'3 42•r 46'8 42'4 36 4590• 41'6 36'7 36'8` 33'3 29 32 29'T 25'5 ooaoc e364 61.0• 55 48 49'11 44'6• 3 8'7 43 39 34•11 ai•r 35 29 33 3o• 26•a• 29 • a ' 26 23 FIRE SAFNG MATERIAL CU 25 PERCBAT WIDER THAN FLUTES AND APPROX. 8 IN. WIDER THAN SLOTTED CEILING TRACK. STACK PIECES TO 50 PERCENT Tl- IICKt'ESS STUFF INTO FLl1TES ABOVE SLOTTED TRACK. MINERAL WOOL LOCKED IN PLACE BY BENDING POP-UP TAB. TOP OF PARTITION STUD TO FLUTED DECK. FLUTE COVER PLATE . , • :'t :�' .. _ . _ - � �``� 1203=8141* 20033 82'9• 75'0' 65'4• 66 6or 52 58'7 -. 52 46. a 56•• 51•T 44.11• 455* 41 36 40T 36'4 31.8" p FIRE SAFNG STOP TAB IN 5696 76'3 69.r 60'7 61•T 55'5 48'3' 53 48'8' 475 52 47'6 41'5 42'0• 38T 33'7 36'11 33'6 29 BENT-LP POSITION _ CONCRETE FASTENER AT - EACH LOW FLUTE FIRE SAFNNG STOP TAB IN iv BENT -LJP POSITION 17J?oX0513P 1254 7o'r 63'7' 55'5 1 55'3 51'0' 44'5 49'5 44'10' 39'0' 45'3 39'7 32'0' 38'8 35'r 30'6' 34'0' 3090' 261 i� JTE COVER PLATE FL ► J N>LO 2c Imo; . FOOT l•AD 251$. MR FOOT 36=514P 1328 20 IS'8 16'4•' 16'4' 147 13'0' 44'3' WO" 11'4 19T n'4' 5'7 15'7 13'9' i U 13 iTO' 10'6• i = ire_ =_ _ r: _ to ■ moms - 36z(cP 1073 19'3 T6 5 5'3 r3'Ir 12'7 13'4` 12'7 IO 17'11' 16 W 7 147 127 IV 12'5 11'3' 9'7 ... ''- •' , * a 4 ._ T _ .. : : • • + . , • • . 11 4 - • ' w A ' - • - * - t • :•• • � ° , 4.. +T • ' * i - • , • . • : ' ' ° 362XCSBP 0366 18'0' 16'4 14'3 14'3' 13'0' 11 . 4' 12'6 11 9'11' 16'8' S'7 12'9' k3'3 12'0' 10'6' 117 10'6* 9'7 4 400DGC34P 11,69 ^ 22 . 3' 20'7 n•8 n'8 16'0' 14'0• 5 14'0' 12'3 20'8' ITT 15 16'5 147 13 14'4 18'0 11 8 , :: STRIP TYPE OF "X' GYPSUM SECL�2ED STYLES STEEL SPACED MAX 6 IN. OF TYPE 'X' GYP. A WI TH 1 1n) LONG STEEL. SCREWS SPACED IN TI FIELD AND ALONG EDGES. (SEE CKNX FRO NAMES OF EDFOR CO MPLIAMOE � p pR ®VED 0� _ `�DO� Gib► p 'rukW la i DIN DMSION • '� ; : - 40cD(CS6P 1344 20'10' 187 16•6' W6' 5'0' 137 14 13'r r'S 19'4' n'6 5'4' S'4 ter 12'7 13'5 12 10'8' • _ • :. • i \-.4 • - . 4oaxcsEP 1053 19'4' n'7' 5'7 5 14c 12'3 113 12'3 10'8' 18'0• 15'4' t37 14'3 i3T0 11 12'6 I.4' 9.r :. • - . 4 ,; 12 WALLBOARD in) WIDE 5/8 IN LONG ._ ' ' ' � � m -, • LC.B.O. REPORT No. 3403 -P • • •: I' � - ' • • �� - - �� CONTINUOUS STRIP SAFNNG 0 o 0 0 0 0 0 0 0 0 0 0 0 2 I/2 I W x 2 in. H PACK n, INTO o SPACE BETWEEN TOP OF WALLBOARD AND BOTTOM : 0 0 0 0 ® o o 0 I 0 0 0 0 0 0 "-- 0 GYPSUM• OF SCREWS O.C. _ • CS' - ( Ir�S C' SE Fir 1 5 8 FLANGES 518' HORIZONTAL SECTION CEILING JAM CONTINUOUS METAL INUOus MEfAL L A 1: S OTTED TRACK US. PATENT 5,127,203 PARTITION STUDS AT DECK FLUTE (BOTH SIDES) (I) LAYER B BOARD FASTENED TYPE S 16 IN O.C. DE9„Ef =R - °- .: 4� .�� � . � - y �� � ,• -. ..ter �� T "�;�, -.,- -��-,• x k. �a. �..�y:� ~ " " � 'ACING 12' 16' 12° 1i6° 24• 12' 116° 24' 112' 16° 24° 12' 16' 24" 12' 16' 24' r• •.' ;: '` ;' -: ,� 1: ; ; _ .4 % • -- . • • - ' ••. •, : • - - :: OPTIONAL ROUND STAND - OFF WASI w/ 1t8 x V2 in. LG. SELF DRILLNG/TAPPNG PAN HEAD SCREWS EACH SIDE OF STUD (WASt -ER INSTALLED THROUGH SLOT) NOTE: PACK VOIDS w/ SOUND ATTENUATWG BATT INSULATION. (PROVIDE FIRESAFE INSUTATION IN RATED WALL ASSEMBLIES) VERTICAL CATEGORY MAI ACTLJ~2ERS). SECTION DEEKKAIEN - SUFFACE 5 CBS. PER SQAURE FOOT - ME+1lOfR MfFID - LOAD 15 LBS. P9R SOUAI FOOT • _ . 544P x475 32'7 2IT ITV 18 I6'9' 14'7 is.r 14 12'9' i6•r W7 12'9• 12'9' r•T IOr 11 10T 8'10' 16 IN O.C. OR 24 IN O.C. CI 260C'; i6P 0.392 21 19 0'3 n•3 5'8• 13'8 8.r 13.8' 12'0' S'r 13 12'0• 12 10 9 10 9'6 8'4 US. PATEN �/► T 5,467,566 ASSEMBLY 25JC,il3P ' 20'0' 18'6` 16'7 is'7 14'8' 171, 44'11 t2't0' 11'7 147 12'i0 11'2 11 iD' • $ 9'9' 81 7'S' VV 1 -HR. 2500 20F+ 0238 187 isT W9' 14'9' 13'5 11 127 11'9' 10'3 I2T 11 10'3 10'3' 9'4' 8 8•r7 8 7.11 362Ge,14P u4 30'17 28'0' 24'6 24'6' 22'3' 19'5 21'4' 19'5' n'0' 21'4' 19'5' n•0` n'0 5 13'6" 14'10" 13 11 4 : (WHERE APPLIES) REVI C ODE 362096P 0so9 28 26 27W 22.r 20 18 20.0' 87 57 20'0' 18 ler ler 14 127 137 127 11.O w • • � • • -.• -:. • , 4 � -- •{ =, :. 362CSBP 0740 270 20'6 21 21'5• 19V n•0 18 0 14 iB'B' n'o• 44'10" 14 13'6' 11'9• i3'0" 11'9• I0'3' NOTE: PACK VOIDS w/ SOL.1D ATTENUATING BATT INSULATION. (PROVIDE FIRESAFE INSLLATION IN RATED WALL ASSEMBLIES) CEILING . -: . - . ": `-' •:.` • •- : -.: ; ' s . . ►. .: i - _ .. FLOOR 363 S 054 247 22'4' 19'6' 19'7• 0'9' S'6' 0'11 5'6 13 f7 0 15'5 12 13'6' 12 10'9' 1110' 79' 95' 4000SI4P L402 33 30•3• 26 26 2 4.0' 21 .0' 237 21 18'4 23'r 21.0' 18'4• 18'4• 16 147 16'0' 147 12 400csvP U40 31'7 25'4• 24'9• 24 22 19'8' 21'8" 14 11 21 19'8• 0.7 0T7 57 13 5.0" 13'8 11'11' TOP TRACK ELEVATION, 4coCSeP 0.92/ 29'r 26'5 23T 23'2 21'0' 18'4' 20 18'4' 16•c 20'7 18 16 15'0" 147 L78' 14'0' 12'9" r•r 400cs2OP ehe 266 24•r 21 2rr 19.2 W9' 18 169" 147 18 W8 13'8' 147 13 11 12'9' 11•7 rrr - 6Q0G514P 3579 46'0' 41 36 367 33 29'0' 320' 29.0' 25.4 • 31 0' 28.11' 25 25'4' 23'G7 2pT 22 2DT n•7' •.: � . - - • 60005'i6P 2867 42'10' 38'10' 33'r• 34't 31'0' 27'0` 29'10' VT 23'8 297 2690' 23 237 21'5 18'8 20'8' 18'9' 16 IA z�x 39 35 31 31'3• 28 25.11 27 25 22 2115 24 20 21'R 19 17 19 n'S 6.11 NOTE: GYP. BOARD AND S1W SAFNNG NOT SHOWN FOR 600c52oP 1681 357 327 28'5 28'8• 26 22 25 22 19•U 24'2 20'11• rrr 19 17'W 5'8' n'4' 5•9' 13.9' CLARITY. BASE BUILDING 800C$4P 6369 577 52 45'6' 45T 41'8 36'4 40'7 36 3117 39'8 36 31'5' 31'6 28'9' 75•r 27'9' E'3 22'0" 800 316P 5A.E,6 53'4' 48'5• 42'7 427' 38 33'9' 374' 33'W 297 36'9' 33'4 29'r 29'5 26 23'3 25'9' 23'5 20 80060 051 4.406 49'3 44'8 387 39'5 35'9' 3r2. 34•7• 31'4` 27'4' 33 29'4 3'11' 2 27'7 24'5' 2'6' 2310' 21'7• 15 102CCSI4P - 1407 68'6 62 54 54 49'9' 43'4 aerr 43 38'r 477 42'9' 37 37'9• 34'3 29'10' 33'7 3o•r 26.3 000Csl6P 8993 63 57 4911' 50 46'0• 40'0' 44'6 40'4 35'2 43'5 39 34 34 31 27 30 27'9' 24.2 I. Floor aid Ceiling Rimers - 'J'- scraped 2 Irl.. fd r1cated from 24 MSG gay. steel. 81d0 of wall Ruiners attached to simciud than 2 IiL from ends old not greater Lk A$ ai dtemate to Item I Gaffing Runner■ 81ud with 3 or 4 In legs offset one side Attacd to ceiling fasteners spaced he board 1-V4 in min Fire Traok Carp. 2. Steel Studs - 'C r studs. 2 -V2 spaced 24 In. or 600 mm O.C. 3/8 in less than floor-to-ceiling height. 3. Wallboard G�rxtsn - 1 In. thick gypsum (for metric spacing) widths. Panels cut section edges inserted in 1-1' &taped long 18g O runners I$/Birl. tong Screws `paced not greater ft= 12 N C'a � co. - Type United Stales C�y►petrn Co. -Type 4. Wdboad Gypetrn. - 5/8 In. thick by attached to dude with 1 In. long Types the field of the boards. Bald Gyp81Jn Inca. -Type Caridtwt GypeuTi Co.. Ltd Celotex Corp. - Type FRP COfdlrlentd Gyps= Ciarr>paly Dania G ?etfn ho. -Type E4olA-GypIIRi PrOdJOt8 -Type O Gyps= CO. -Type StQ1tdLld C�yp6un Corp. Tern le- (d Forest Procbofe lifted States rt CO. 5. Batts Grid k31at1(Ate* - (Optional, not completely filling stud Cavity. *Bearing the LL Classification Mcrkhmg, �� ruder, 2 In. wide with unequal legs of (In. aid Rimers positioned with short leg toward finished supports with steel fasteners located not greater than 24 In. O.C. - 25 MSG min. galv steel, width to accommodate at midpoint to accommodate cladding thickness. 24 In. o.c. The wall cladding Shall overlap wall- In. wide by I V2 In deep, fabricated from 25 MSG gale. Vertically restrained walls require studs to be Cut to lengths wallboad liner panels, Supplied in nominal 24 In. or 600 I In leas i n length than floor to celW1g height. Vertical _ Types S self drlllrig f- tcpprlg bugle head steel O.C. sLx SLX 4 ft or 1200 mm wide wallboard applied vertically and Steel screws spaced 24 (1h O.C. along the edges aid In 13G-C. -Type C. or 1 - Type CG-C. 5. EG-C. Dv. -Type GPFS -C. RG-C. -Type SG-C. Corp. - Type TP-5. -Type C. shown) _Mineral wool or fiber baits partially or STEEL DECK coocse' 7250 58 52 45'11' 46'8• 42'4 36 41 37'2' 32 38.11 33 267 327 29'r 25'4• 287 257 22'3_ '` ' d'.• , ' a '• A' • 4 _ .�Q a d ; . • A t2COc94P °205 78'10' 71'5 627 63'4' 57 49'r• 557 0'5 5 43 54'7 497 42'8 43'6 39'5 34 38'3' 34'8 30'7 120005ifP 13494 72•6` 65'8' 57'7 58'3 52'10' 45T 51'3' 46'5 40'5 49'9' 45'11 39'3' 40'0' 36 317 36 31'R 27'9' 12000318P 10865 66'6 60'4" 5 53 48'5 42'2 47• 42' 3Tr 42'0' 36'4' 229'8 36'9' 33'3 28'Ir 32'4 29 211)•6' . •( < a� I.C.B.O. REPORT Nor 3403 -P Al ; a 4 � -1 ' 1 d • �� .- _--..t ' d . _ L TRACK 4 ,s , ..-- -- -- • 4 : O = a , a --- • ° n ° , . • : . , , a d ' • n . 4 • 4 a. , . . ° . 1- - = •i I -20 GA. GALV. STL PLA ,- Shaft Limiting Heights �� Co ,- I� -rt Wals P I Stud type + Nonrated air pressure load (wind bald) -Pet S . O . WASI q Fire rated system B D, F, Q H Fire rated system E(2) Fire rated system C Fire rated system A -ER CONTN, BACKING WI WALL IS NOT ON FLUTE LINE BY S.EO.R. BY Deelpia5ori dell 5 7S 1D 15 S 7.5 124 15 5 7�5 10 15 5 7.5 10 15 LrH 22a-ra 12 10'5111 9'0111 7'5%11 12'r(d 0.5.61 9.0111 7 107%0 9'3(4 85%0 7 t2'IO%fl 10'5111 9'0010 78(1) 9 115Nc0 10760 Ok4 7 ID•2%d 8 a•ac4 7r(d - - - - - - - -- - - - - 12'3%d 10 9176:110 6'0'640 9 8 6 8 7'5(c0 6 51%0 4 776:00 TRACK TAPCON CONC. SCREWS STEEL STUD ) (ICBO 3370), OR SHOT PINS, OR EXPANSION BOLTS BY WALL PARALLEL TO F L U T ,5 � 2120422 18'0%0 14 1) t2' 10 141'(cD t3'O%0 117Y4 10'4'0 13 -01rD 11'5((0 10'4%0 9-01.0 1 14 12 10'5Ct) 1370 117(0 1090%d 9 r ow 10'5'0 9'510 8'3%0 -- - -- - -- - - - - -- -- - 0 14 12'911) 10 137(d 1111%4 1017(0 9510 11'11'(4 10'514 9'5'd 8'3(4 . WA - ENO. OF RECORD. SIEE - NOTE I (TYP.) STEEL STUD = n -- 0.070" 2f2C o 19-20 59111 13'8Cf) 11'2 Ct) leeks 13 112 r(cD 107(4 i3-4(d 117(0 10'710 9-330 f7'770 6'410 03 11'2%11 14 12210 BTU) 9'810 12 10'8%0 9'810 8'610 - - - - - - - - - - - - 77td 5'5%0 EVE AD 11'2%f) 14 i2'310 Irmo 9 12 10'816 9 8'6"(d 20 GA. (APPROX '` W A L L E R P P I N D I C U LA R T O LUTES t 7 y ELM STAND-OFF WASHER S N 4 C "• 4000 167( I3 NW 9 (v)• r'r1f) 9'6(v)• 14'3%0 12'5(0 r lrcf) 9 16'10%11 13'9%11* 14 6 (v)+ ib'310 13'9 %f1• 44 (y)• 6'6(v)• 14 12'510 14'4%v) 611%W* 1610111 13'9%1) 10 6Th). 1510%0 3 414 10'41v}• b'rCv)* 13 11'8%0 O 61R(v)• 1510%f) t3•9'(n 10'4'vh Owl. 6'7td 13'414 O 4 %vY 6'r(v)• 13'4%0 11'8%0 104 %v)■ 6'n%v» -..- - ---._ . ....... . ... .. - - -- -- - -- ---- ()7,,.......Es--6 'METAL uTE, TOP TRAK SLIP SYSTEM (OR EQIJAL} _ 4OOO.120 22.10'(0 20'0(4 187(d) 5'0%f)• mow 18 57(0 14'5•(4 12'7(0 5 13 12'7(0 11'010 2374 207(0 13 5'0%W 18 15 W101.6 K3 16'4'(4 14'310 1.0 11'410 22.0'(0 19 1T6%d}• 5'0(t)• 1/'610 6'3%0 I3T(c° 12 6'3%0 13'414 12'2{4 107(4* 72'010 19'310 17'61cfl• 15'011), n'6Cm 6 137(0 12'2%0* 5'3c0 13'410 12'2%0 )0'T(dM 6' C 6Coa-t20 28'O(o) 27'7(4 24 18'0%v)■ 25•r(d) 21 197(d) 1756:00 2rrYd 19'2%0 IT510 5'2%0 28'0%) 26 24-014. 18'01v/a 24'070 20T(die 19'010 16 20'11%4 18'414 16'814 14'410 28 -) 26 20'2(v)• 13'6"(v)0 24'310 21'2%de 19'3.4* 13•5•y)■ 21'2%0 18'6'(d) 16'9'4* 13'6'(v)0 28 26'810E 207(v)ii 13'6%01 24'3%4 21'21de 19'3.4* 13'6%00 211'7(0 {8 15'9%0 13'6 %v» 600ES25 280(v) 15'91M WOW 9'3(v) 26'3%0 161'9W WOW 9 (v) 23'0%4 18 14'O(v) 9'31v) 28 IB'9^(v) 14.0%v) 9'3(v) 25'6(0 18 (v) WOW 9'31v) 22'314 18 %v) 14 9'3(v) MOW 18'9 (v) 14'0'v) 9 (v) 25'3%d1 18'91v) 14'0"(v) 9 22'0%0 18'9W 14'O(v) 9 28'O(v) 18'91v) 14'0 (v) 9.3(v) 25'310 18'9%v) 14 9'3'v) 22'O1d 18 14 9'3(v) . e 60aes20 28 28'01o)* 28'0%}• 20 0% 28 26 24'O1d)• 20'0%vA 26'31c0 23'0%0 21'06:10 21' 18'310• 28 28'010)* 2$ -0"(0 2O'O(vv 2B'01w 26 23'86:0• 20•0%v)• 0 22' 20 is -O(0. 26 9'(d1 28 28 28'0% -)• 20'0100 28-010 24 27610 20'0%v)• 25'31d 21'76:11 19 073(& 28 28'0(o* 25 20.0(vr 28 24'91c0 276'0 20'01v)• 25'3%0 21'910 19'614 1731c00 a) she `°crab° of 24' ford vak r, Ti=re betels deo �pIy 10 extolled preemie (roar. ID mg aged to V3 of Irderrriffent manes Moen 0 Fir aeee rt Iy elfh * mle ter board both fides of elude. t3) Far were * whir *l o 'yer bond attmhad to waft Lirrttr criteria. f-tenting sheer, d•defleollon, vend reaolfon drear, a- pro:tie tr�itatIcc MCIRTANT• Puler tattoos fhoeid wltt 193 b. *CM rear Gen 2C0 II I:02ft tame enactment se ,o rot maned 24. a n ter h I.CB. RE No P FIRE RESISTANCE RATINGS SCALE: 12 TOP TRACK S SYSTEM ASSEMBLY AT RATED AND NON - RATED PARTON8 SCALE = I 1 4 ` � J NONE NONE DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS - e i Archine 257 -an J to to t ' v e., San Jacinto, aGFarrLa 18 Phone: 951.92512504 ax: 951.924.02441 Email stkOftkinc.com SEAL: e in ' e routmlln CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (516) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: E N D GI N E E R S INCORPORATED 8325 LENEXA DINE Su1TE 400 LENEXA, KS. 68214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB: WWNCHENDE{iSCI NG9NEERS.COM amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J 18 THEATRES ElT58 IMO KEY PLAN: SHEET TITLE: SHEET NO.: .vrN D \,N Oui \N ST\ L 7; WASN,N(TC)N W AT {�N ield SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g i f i )1 2MMMIII2H.M2MBM@MIE ISSUE INFORMATION: SHEET INFORMATION: STUD TABLES AND TOP TRACK 44 4 U � PROJECT NO.: 223- 383-05 SCALE: AS INDICATED REIENED A701 JUL 1 2 2001 LL; lif; STRUCTURAL STEEL BASE BUILDING FLUTED METAL ROOF DECK INFORMATION: 4 20 4 > 20 PACK VOIDS SOUND ATTENUATING BATT FEASIBILITY FLOOR PLAN 5 -1 -06 w/ INSULATION. PROVIDE FIRESAFE INSULATION W RATED WALL ASSEMBLIES) FLUTED METAL ROOF DECK ASSEMBLY. RE= BASE BUILDING DWGS. DATUM PER STRUCT. ROOF PLAN (OR) GRID 50% TENANT PLANS An' A702 A70I A702 REF. BASE BUILDING BASE BUILDING FLUTED METAL ROOF STRUCTURAL S == ASSEMBLY. DRAWING 2E' BASE BUILDING GRID D DECK ASSBABLY. 9 -7 -07 COORDIATE VARIATIONS WITI -I ACTUAL DRAWINGS TOP OF ROOF TOP OF ROOF STRUCTURAL CONDITONS AS OCCURS. FIEL.00CURS. WI t w DAII.JM PER BLKI r ING DRAW�VGS ALL TO FIT TO AS OCCURS. • r ACOUSTIC SEAL- EACH LAYER • DECK STRUCT. a ° y ° 7 PROJECTION LEVEL (AS OCCI J425) ATM PER DATUM BASE BUILDING ROOF DECK BASE �JILDIN� ROOF DECK TOP OF ROOF �.�•.••••■ • • �_— -- _ a TOP OF ROOF A WI ■ .' STRUCT. DRAWINGS — , ■ j MET. RUNNER TRACK W/ COMPRESIVE MATERIAL BETWEEN TRACK AND PROD FLOOR LEVEL MET. DECK. ATTACHMENT SAME AS BASE LEVEL. f r . . o Y _ r _. _. __ -__.. _.___. �, _ _ 4 . 1EII CUT ALL LAYERS DR I. 1 I I CUT ALL LAYERS DRYWALL METAL DECK PROFILE D CONTIN. SEALANT BETWEEN LAYER OF DRYWALL STRUCT. ROOF DECK ABOVE TO FIT TO AS OCCURS. BEAD ACOUSTIC / TOP of EACH PANELS AND 7' CLIPS ATTACI -ED BEAM 24' 0/C WALL INSTALL 0/C MAX. W/ (TYP) TO Z IT 0/C #1 TO DECK) �.�i ❖�.' ►..._..... - .. _ ' - _ _ ! S �_. _.. � � c _..- — — R � � � -� t �■ �.��iTi II ���������� at s L"�i ►--"� ��� I I - [ METAL DECK PROFI = . 8= INSTALL (I) CONTIN. ANT BETWEEN TOP • OF DRYWALL P • '� r ' • � ! r PACK VOIDS S• • TTE1\QJATING BATT . PACK VOIDS w/ S• I� ATING GATT INSULATION. PR 7 FIRESAFE WSLA.ATION IN RATED W • • : MBLIES) r . _ 1/8 j I �! w/ INSULATION . (Pr r, •• FIRESAFE INSULATION RATED W • • : • =LIES) dOdl 6 I I 1 _ - . �'r • ► - r i' IONAL IN -LIEU OF SCREWS) I/8 I -48 SLOTTED TOP TRACK SLIP SYSTEM i r :• r i' IONAL IN -LIEU OF SCREWS) 1/8 1 -48 SLOTTED TOP TRACK SLIP SYSTEM ��. STUD q ACK 174 # I2 SCREW 16 GA. 1- 1/2'x1'x1 -1/2' TO EXIST STEEL I -ERE WE ROOF -ITS. OCCUR IN 4'x18 GA. (MIN) BRACE O 8-0 3 - #10 SMS EA. BRACE END. liMME.:.=+r.�; . J � A A . ►•0 12' 0/C I 1 I ATTACI-ED TO ROOF DECK MINI. 16 GAUGE METAL � ATTACKED TO ROOF DECK MIN. 16 GAUGE METAL PROJECTION LEVEL CONDITIONS - WHERE OCCURS I VERIFY DEFLECTION W/ STRUCT. ENG. "xI "x1 'Z VERIFY DEFLECTION W/ STRUCT. ENG. STL. STUDS. LC.B.O. ES REPORT #4943 AND CEMKO STEEL STUDS, I.C.B.O. REPORT x3403 -P. (ALIGN W/ SLOTS IN SLIP TRACK ABOVE (TYPICAL) If 0 [ ' E + NOTE= TYPICAL AT ALL WALLS OVER 38 -7 I -IIGN, PROVIDE 4' STUD KICKERS 0 48' 0/C. PROVIDE CONTINUOUS STUD TRACK AT WALL E ROOF DECK. REFER TO WALL TYPE AND STUD TABLES SPACING REQUIREMENTS. (TYPICAL) 16 GA. 1- I /2 -V2' CLIPS ATTACI--ED TO EXIST STEEL BEAM 24' 0/C CONTIN. TRACK ATTACHED TO Z �� NOTE= TYPICAL AT ALL WALLS OVER 38 -7 NIGH, PROVIDE 4' STUD KICKERS a 48" 0/C. PROVIDE CONTINUOUS STUD TRACK AT WALL E ROOF DECK. CONTIN. STUD TRACK ATTACHED CLIPS WITH #12 SCREW ATTACI-EMNT STUD CLIPS WITH #12 SCREW ATTACHEMNT 12' 0/C I NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL INSULATION AS NOTED, 4' STUDS TO RECEIVE 6 BAIT ACOUSTICAL INSLI.AT1oN As NOTED HEAD CONDITION HEAD CONDITION #1 i I I I I I (PERPENDICULAR , I C J (PERPENDICULAR TO DECK) HEAD CONDITION - PERPENDICULAR TO ROOF DECK FLUTES HEAD CONDITION - PERPENDICULAR TO ROOF DECK LUTES E BUILDING CONC. DECK VOIDS w/ SOUND ATTENUATING BATT PROVIDE FIRESAFE INSULATION RATED WALL ASSEMBLIES) {-48 GRID PACK VOIDS ATTENUATING BATT DATUM PEP REEL CLG. PLAN DATUM PER REFL CLG PLAN � � — _ *� , BASE PACK ANCHOR STUD TRACK TO CONCRETE SLAB . r • • • .1'• - -- SHOT PINS AT 24' 0/C SUSPENDED ACOUSTIC CEILING SYSTEM SUSPENDED ACOUSTIC CEILING SYSTEM VARIATION — VARIATION INSULATION. IN w/ SOUND INSULATION. (PROVIDE FIRESAFE WSL. L ATION IN RATED WALL ASSEMBLIES) ROOF DECK TOP OF ROOF (ICC- ES-ESR -1663) : =ED MINI. 2' INTO CONC. ,■ - i - =FADS OF ACOUSTIC SEALANT BETWEEN BOTTOM OF METAL STUD TRACK AND STRUCTURAL DECK GRID BASE BUILDING FLUTED METAL ROOF DECK ASSEMBLY TOP OF ROOF PACK ROOF DECK FLUTES W/ FIRE SAFE ROOF DECK TOP OF ROOF A • ° d . ° ° INSUATION BASE BULJDWG METAL ROOF DECK ASSEMBLY. TOP OF ROOF a 7 �` � ` , \ ` BASE BUILDING ELEVATED SECOI�ARY FLOOR DECK ASSEMBLY FIN. FUR. ELEV. Wan ri rl ►�'" ' - GALVANIZED STLEEL PLATE CONTINUOUS ! �- j GALVANIZED STLEEL PLATE CONTINUOUS GRID j j I u n A ND I 1 u SECURE TO DECK SECURE TO DECK DATUM PER DATUM PER BASE BUILDING DWGS. _ V8 r 1-48 -0 OPTIONAL IN -LIEU OF SCREWS) SLOTTED TOP TRACK SLIP SYSTEM � 1/8 I/8 ' I -48 (WELD OPTIONAL IN -LIEU OF S SLOTTED TOP TRACK SLIP SYSTEM b I kUCT. DRAWINGS - -' ALL LAYERS DRYWALL TO FIT TO .111111111111111111.11111111 ,. I j j I I I Atilill0 J .4 . d 4 ' e a . a -0 • ° ° ° I 7 CUT ALL LAYS DRYWALL TO FIT TO ER METAL DECK PROFILE AS OCCURS. CUT FLUTED METAL DECK PROFILE AS OCCURS. INSTALL (I) CONTIN. BEAD ACOUSTIC SEAL- ANT BETWEEN TOP OF EACH LAYER OF DRYWALL PANELS STRUCT. DECK CONT. STUD TRACK WITH #I2 SCREW ATTACI -ENU�T 12 O/C ATTACHED TO ROOF DECK MN. 16 GAUGE METAL 4 E 20 ATTACHED MIN. 16 ,UGE METAL DECK BASE BUILDING STRUCT. DECK VERIFY ROOF nON WTIH ENGINEER r § s Ohig I I I II I 1 , ! II 1 INSTALL (I) CONTIN. BEAD ACOUSTIC LAYER OF DRYWALL IEETVVEEN PANELS TOP P AND P STRLIC ROOF DECK ABOVE + _- ra+� ^ f f 6 MET. STUDS STAGGERED 16 0/C (I TP) W/ 4' BATT ACOUSTIC INSUL IN ONE ROW (3) LAYERS 5/8" GYP. BD. (TYPE-X) 4 E 20 A701 A702 NOTE= COORDIATE A701 A702 VARIATIONS WRN ACTUAL FIND CONDITONS AS OCCURS. Q ''.7..-..- . A Q ° ° 4 . BASE LEVEL CONT. I I HEAD CONDITION #4 NOTE= COORDLATI= VARIATIONS WITH ACTUAL SINGLE ROW METAL STUDS 16' CC ABOVE AND BELOW PROD. LEVEL COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEET A70I, A702 E A703 AND APPROPRIATE WALL TYPES. RE: REF. FLOOR PLANS. RE' RCP , I PARALLEL TO STRUCTURE 1 VRE STUD TRACK WITH #12 SCREW ATTACHEMNT IT 0/C Ir STRUCTURAL FIELD CONDITONS AS OCCURS. STRUCTURAL il „ � NOTE OTE - HEAD CONDITION PARALLEL TO ROOF DECK FLUTES - HEAD CONDMON PARALLEL TO ROOF DECK FLUTES F NOTE= INDIVIDUAL WALL TYPES INDICATE W WI-11C1-1 WALLS ARE TO BE RATED 1-1--10U2 T .1(?J ABLE 719, No. 13-1.1 Trevls LI_ DESIGN NO L1469 ( H - TOUR W ALL) S EE SH EET A701 FO F RESIT DESIGN AN ASSEM REQUIREMENTS. - HIGH, PROVIDE VI ALL WALLS OVER 38 7 HIGH, PROVIDE 4' STUD KICKERS BASE BUILDING FLUTED METAL CONCRETE BASE BUILDING FLUTED METAL E CONCRETE c 0 48' 0/C. PROVIDE CONTINUOUS STUD TRACK AT WALL E ROOF DECK. I i 1 I lig E I V2' CLR FLOOR DECK ASSBveY. 1 I V2' CLR FLOOR DECK ASSEMBY. NOTE= SEE SI-EET A7OI FOR I.CB4O, APPROVED METAL STUD FRAMING TABLES, MATERIALS ASSEMBLY FOR RATED PARTITIONS, UL. RATED PARTITION ASSEMBLY REQUIREMENTS. UBC FIRE RESISTANT PARTITIONS AND UL. HEAD CONDRION *I a . d II : I u 7 � I pp� p (PERPENDICULAR TO DECK) WALL TYPE WT SCALE a • � 16 , WRLL ONE SIDE WTTI -I 4' BATT INSULATION I I STRUCT. STEEL RE= STRUCTURAL !NFU ONE SIDE WT 4' BAIT INSULATION STRUCT. STEEL RE= STRUCTURAL 3/4 " =1 ' -Q" � i 1 I - r `�� 11 ,lZ�! �!1 �”- � � ' _ DATUM PER REFL. CLG. PLAN DATUM PER REEL. CLG. PLAN PACK VOIDS BATT � � \ � DRAWNGS 'Z � � � � DRAWINGS w/ SOUND ATTENUATING INSULATION. (PROVIDE FIRESAFE INSULATION IN RATED WALL ASSEMBLIES) FLT 1TED METAL ROOF DECK ASSEMBLY. ar RE= BASE BUILDING DWGS. DATUM PER STRUCT. ROOF PLAN (OR) SUSPENDED ACOUSTIC CEILING SYSTEM ►`� 11/2' METAL STUD FRAMING AS REQ'D S��E VERTICAL SPAN EXCEEDS 24' 'CLIPS V ARIATION — C VARIATION SUSPENDED ACOUSTIC CEILING SYSTEM — D I V2" METAL 2 STUD FRAMING AS REQ'D WHERE VERTICAL SPAN EXCEEDS 24" 16 GA. I -I/2 xl xhV2' 'Z' CLIPS ATTACHED TO ` __ _ ._ � 16 GA. I- I /2'xl'xFV2' ATTACHED TO EXIST. STEEL BEAM 24" 0/C 'Z ( EXIST. STEEL BEAM 24' 0/C "Z" — 1 __ 1 PACK FLUTE W/ FIRE SAFE INSULATION PACK FLUTE W/ FIRE SAFE INSULATION PROJECTION LEVEL (AS OCCURS) .;.; r -- � � - -- • CONTIN. STUD TRACK ATTACIED TO CLIPS WITH #I2 SCEW ATTACHMBVT o 12' O.C. CONTIN. STUD TRACK ATTACHED TO CLIPS WITH #12 SCEW ATTAC I- -WIENT o 12" O.C. 20 GA. CONTIN. SHT. MET. FLAT STOCK. pp T �, r � p� PROJECTION LEVEL CONDI I IONS - WHERE OCCURS SCREW ATTACH TO MET. DECK DECK WITH ROOF MEMBRANE j j NOTE: COORDIATE VARIATIONS WTTN ACTUAL SAME ASSEMBLY AS BASE LEVEL i �l I I� I 1 I STL STUDS. I.CB.O. ES REPORT #4943 AND CEMKO STEEL STUDS, I.CB.O. REPORT #3403 -P. (ALIGN W/ SLOTS IN SLIP TRACK ABOVE (TYPICAL) STRUCTURAL FIELD CONDITONS AS OCCURS. CONT. STUD TRACK WITH #I2 SCREW ATTAC�IEMNT 12 O/C " �p� GRID BASE BUILDING METAL ROOF DECK ASSEMBLY. GRID TOP OF ROOF BASE BUILDING ROOF DECK ASSEMBLY. TOP OF ROOF I 0 1 I I � IJ ! I. 1 I I 1 0 I REFER TO WALL TYPE AND STUD TABLES FOR METAL STUD SIZE AND SPACING REQUIREMENTS. (TYPICAL) ��D _ j Q 4 a Vs I I g 1 D O I I MET. RL1N�1R TRACK c ope C W/ COMIPRESIVE ���° � e® \PRoJEciioN LEVEL CONDITIONS - WHERE OCCURS COLD 20 GA. O DATUM PER BASE BUILDING DWGS. DATUM PER BASE BUILDING DWGS. 1��� (VARIES) ', : j U UIPPORTED WSTALL I V2' ROLLED -AMEI_ AT 48 o/c (SEED To STUD) (OR) INSTALL 3/4' COLD ROLLED CHAMIEI_ MAX. 48' O/C VERT. OR AS REQURED DLE TO SIGHT OF STUD map TO --\_____/- � J��1- 0� FLOOR LEVEL MET. DECK. ATTIC - E SAME AS BASE Chi LEVEL I _ CUT ALL LAYERS DRYWALL TO FIT TO TO TO 75= j REFER DIMENSION FLOOR PLAN FOR DIM. CUT ALL LAYERS DRYWALL FIT FLUTED METAL DECK PROFILE AS OCCURS. INSTALL (D CONTIN. BEAD ACOUSTIC SEAL - DRYWALL PANELS AND STRUCT. DECK CONT. STUD TRACK WITH 3:12 SCREW ATTACHEMNT 12' o/C FLUTED METAL DECK PROFILE AS OCCURS. =T= TOP OF EACH LAYER OF DRYWALL PANELS AND STRUCT. DECK CONT. STUD TRACK WITH #12 SCREW ATTACHEMWT 12' O/C D S �p� G I (1 CAVITY /CHASE SPACE I ��‘ZOSr PROJECTION LEVEL CONDITIONS - WHERE OCCURS 1 NOTE 6 STUDS TO RECEIVE 6" BATT' ACOUSTICAL NSU.ATION AS NOTED, 4' STUDS TO RECEIVE 6" BATT ACOUSTICAL INSULATION AS NOTED STL STUDS. I.CB.O. ES REPORT #4943 AND CEMKO STEEL STUDS, I.CB.O. REPORT #3403 -P. (ALIGN W/ SLOTS IN SLIP TRACK ABOVE (TYPIC(TYPICAL) 6' MET. STUDS STAGGERED 16" 0/C (TYP) W/ 6 BATT ACOUSTIC INSUL IN ONE ROW (3) LAYCERwS 55/8" GYP. BD. (TYPE--X) I • I 6 MET. STUDS STAGGERED 16" 0/C (TYP) W/ 6' BATT ACOUSTIC INSUL IN ONE ROW (3)LAYEERS / GYP. BD. cT'rP -)0 I HEAD CONDITION #Z I I 1 I HEAD �+VIrDI ! IVN '�V ( 1 METAL STUDS 16 CC (STAGGERED) REFER TO WALL TYPE AND STUD TABLES FOR METAL STUD SIZE AND SPACING REQUIREMENTS. (TYPICAL) (P L TO DECK) PERPENDICULAR TO DECK) STL STUDS. Lc B.o. ES REPORT *x4943 AND CEMKO STEEL STUDS, I.CB.O. REPORT #3403 -P. (ALIGN W/ SLOTS IN SLIP TRACK ABOVE (TYPICAU yl VARIATION INSTALL I V2' COLD ROLLED 20 GA. CHANNEL AT 48' 0/C (WELD TO STUD) (OR) STAU_ 3/4' COLD ROLLED CHI MAX. 48' 0/C W ME VERT. OR AS REQUIRED DUE TO LAVSUPPORT® HEIGHT OF STUD (WILD TO STUD) — E VARIATION s NOTE 6' STUDS TO RECEIVE 6 BATT ACOUSTICAL INSULATION AS NOTED, 4' STUDS TO RECEIVE 6' BAIT ACOUSTICAL INSLLATION AS NOTED I I I 1 E' j u 0 1 I I fir' � j ED . REi-tW TO WALL TYPE AND STUD TABLES FOR METAL STUD SIZE AND SPACING REQUIREMENTS. CTYPICAU CND NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL WSULATION AS NOTED, 4' STUDS TO RECEIVE 6" BAIT ACOUSTICAL WSL JLATION AS NOTED GENERAL NOTES VARIATIONS WITH AUDITORIUM INTERIOR ELEVATIONS. VARIATIONS WITH BASE BULDING DRAWINGS AND FIELD CONDITIONS. AS REQUIRED TO ACS -IIEVE REQUIRED WALL TYPE SECTION. NOTE 6' STUDS TO RECEIVE b' BATT ACOUSTICAL INSULATION AS NOTED, 4' STUDS TO RECEIVE 4' BATT ACOUSTICAL INSULATION AS NOTED BASE BUILDING ROOF ASSEMBLY L COORDNATE WALL TYPE SECTION 2. COORDINATE WALL TYPE SECTION ANCHOR STUD TRACK TO CONCRETE SLAB ER 3. INTERCHANGE WALL TYPE VARIATIONS TOP OF ROOF ■ .4 A - ACK TO CONCRETE SLAB WITH .11 DI • - SHOT PINS AT 24' 0/C I ANCHOR TRACK TO CONCRETE SLAB DATUM PER BASE BUILDING DWGS � ; A fir- , I r A =4' SHOT PINS AT 24' 0/C 663 EMBED MIN. 2' INTO CONC. E j (ICC-ES -ESR -1663) i•ED MINI. 7 INTO CONC. E I I I I I I f� I CUT ALL LAYERS DRYWALL TO FIT TO r ANCHORS � " � 41. TO CONCRETE SLAB WITH .145" DIAMETER " OT PINS AT 24' O/C (ICC- ES-ESP-1663) r; m• MIN. 2' INTO CONC. E INSTALL (2) CONTIN. B' • r OF ACOUSTIC .. -1 -.. ` - ;� .:.a • •TTOM OF METAL STUD TRACK AND STRUCTURAL DECK 1 i T • ' . 4 . • �•l � m'' SHOT PINS AT 24' 0/C (ICC- ES-ESR -1663) Z MIN. 2" INTO CONC. I Q FLUTED METAL DECK PROFILE AS OCCURS. INSTALL (I) CONTIN. BEAD ACOUSTIC SEAL- ANT BETWEEN EACH DRYWALL PANEL LAYER AND SHEET METAL PLATE 0 A702 (AT ON GRADE) , I I BASE BUILDING B_EVATED SECONDARY DOOR DECK ASSEMBLY FIN. FUR. ELEV. SLAB WATER PROOF BARRIER BETWEEN CONCRC I DRYWALL TRIM TO FINISH FLOOR AFTER I I I i ) BASE BUILDING STRUCTURAL DECK LOBBY LEVEL (O R) PROJ. LEVEL j j , i T BASE BUILDING ELEVATED SECONDARY FLOOR DECK ASSEMBLY FIN FLR. ELEV. CONTINUOUS TOP STUD TRACK I i i BASE BUILDING WALL ruil ITION HEAD CONDITION • ad 4 e 1 T Q g ^ -0 a _ 4 q a Q SEE PLANS FOR FIN RR. ELEV. • �7 (3) LAYERS 5/8' GYP. SD. (TYPE-)0 BASE BUILDWG STRUCT. DECK ' �r�� Wi ' . �� � ' ''° BASE BUILDING STRUCT. DECK ` ` ti ° e I I STRUCT. DECK. RE= STRUCT. FIN. F V. ' /'I 1 / FULL I- -EIGHT WALL BOTH SIDES) I II_ 1 i � I INSTALL (D CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK STRUCT. DECK ASSEMBLY I I MET. STUDS AS SCHEDLIJED FULL I -EIGHT GYP. BD. (TYPE -X) IIII. ° .. A- Q a A 4 a 4 - . — — ° ,,-- 4 . ._ :__— a a d A ° G C " BASE LEVEL - a z A . Q ' ' ° ° d a Q4 ' BASE LEVEL BASE LEVEL ELEVATED FLOOR DECK ASSEMBLY V U � jr OF .......".r.. DOUBLE ROW 6' MET. STUIDS 16" CC (STAGGERED) ABOVE AND BELOW PROJ. LEVEL... COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SI -EFTS A70I, A702 E A703 AND APPROPRIATE WALL TYPES. RE= REF. FLOOR PLANS. 2 , 1 SINGLE ROW METAL STUDS 16" CC ABOVE AND BELOW PROD. LEVEL COORDNATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WTTI -I 51-SETS A701, A702 E A703 AND APPROPRIATE WALL TYPES. RE= R. FLOOR PLANS. DOUBLE ROW METAL STUDS REFER TO WALL TYPES FOR SIZE AND REQUIREMENTS) COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A701, A702 E 4703 AND APPROPRIATE WALL TYPES. RE: REF. FLOOR PLANS. DATUM PER REFL CLG. PLAN 4 : A : • Q 4 .. $ I VARIES SUSPENDED ACOUSTIC REF PLAN CEILING SYSTEM 1100a NOTE: SEE SI-EET A701 FOR I.CB.O. APPROVED METAL STUD FRAMING TABLES. NOTE: SEE 51-1EET A701 FOR I.C.B.O. APPROVED METAL STUD FRAMING TABLES. uosa NOTE= SEE SHEET A70I FOR I.CB.O. APPROVED METAL STUD FRAMING TABLES. VARIATION — G BASE LEVEL SLAB ON GRADE HEAD CONDON VARIATIONS SCALE 20 Z® BASE CONDifiON VARIATIONS SCALE' ' 1 6 WALL E WT—O.1 SCALE = �Z SCALE _ WALL TYPE —O ( 4 WALL E —O +Z n 3/4 -I O � . 3 n O � „ 3/4 -1 O :! DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8--21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 9 -7 -07 DELTA -1 SET IM- EM n ro tm n - e *1St- re. A rch teat 25 an Jacito . ' to ■ - Ph 2 n 5 e 75 9 1.925 5 Fax ve ' 1.92 Ja . 0244 Emat s SEAL: J CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 rri LIU ENGINEERS INCORPORATE D 8325 LENEXA DRIVE sunE 400 LENEXA, KS. 86214-1595 ME : 913-307 -5300 FAX: 913 -307 -5400 WEE: VA WJ•IENDERSONENGINEERS.COM PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: e 16 THEATRES ®ea AT KEY PLAN: SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington wwwuNiww Ill wwww wLTituT auNiLU gggignigggggggggniRdi i= °aaaaa aaaaaa mtno_W V A P@WM, 9 rq 1 _4 ° „ ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS INDICATED SHEET TITLE: WALL FRAMING DETAILS AND CONDITIONS SHEET NO.: A702 a nc.corn . INFORMATION: STUDS ARE ABOVE TOP TRACK AT FLOOR RA. TOP TRACK AT FLOOR NOTE: HFERE OR BELOW TURN TRACK UP OR DOWN TO STUD FOR ATTAG ' 1; � LAP OF STUD � oR ROOF I TO STUD, EA. SIDE. � OR � _ J — nl T n - 11 " - - - r I DOUE3LE STUD I I I - _ 117 - _ _ _f r T - AS SHOWN ■ � . DELTA -1 SET I II •' I 1 I I I I i I • I� ;' )� I � DR. Il_.. JAMS STUD BFPO I' ` ADDITIONAL FULL HT. STUDS AS INDICATED ON D1165. 2-FULL - I\ 41 Jr I - -44 " r IV V. HEAD F A 5 0ss _ - - - - - -, f TRACK ISOMETRIC, OF FRAMING AT OPENING M IN. I MINIMUM .I .I � I �� ` EA. S I- 2 HEADER SPAN 'L° 6 -CRIPPLE STUD -GRIPPLE STUDS EA TER THAN 8` AT HEADER SPANS -O STUD BRID61NG I AS REaro. PER © , ANGHOR DE I /8° N-.1-12 ( (JAMB TO JAMB) 1/8" V . BOLT PER PLANS TRACK SPLICE I HEADER SGFDULF LAP STUD NOTE: HEADER SPAN DOUBLE STUD HEADER TRACK 517E - - 11 T — _ -- -I L<4' -0° - 4 °XI86A. b 0 .� .4_ STEEL STUD I le D.G. TYP. U.N.O. FLANGES OF AND WELD I I I I I I I L Il L < 10'-Otl b " ' X 18 A. b ° 18 6A. TRACK I L < 18 -O *I2 X 12 6A. " X *I2 X 12 6A. 56 STUDS L L. _ __ _ L IL11 - FUSE 12005250 -G7, 12 WITH 2 112 FLANSE _ ....0 I J __ DBL. STUD FOR. AND TRACK SHALL BE SAME 6AU6E STUDS. (SEE ELEVATIONS) SLOT GUT STUD TRACK EA. SIDE AT BEND AND LAP TRACK Si' GAUGES AS SCALE' DaBLE 811.0 HEADB FRG DETALS NOTE: THIS CONDITION OCCURS AT ALL AUDITORIUMS WFERE GRO55 OVER OF TFE DEMISING WALL OF THE AUDITORIFl1M DISTANCES (NOT EXCEEDING. 10i-0 AT SCALE: 1) ( ) TFE 5 I TFE 5 TO THE REAR NONE SI PROJECTION sE TABLE FOR BRID61N6 SIZE AND SPACING INSTALL CONTIN. BEAD OF ACOUSTIC LEVEL (I) SEALANT BETWEEN EACH DRYWALL PANEL BRIDGING CONT. _ L AUDITORIUM • LAYER AND INTERSECTING WALL PANEL FI VERIFY " I TYP. I /8 V 3/4° EA. SIDE III? 004f I 91 I I /2 X 1 1/2" X I6 6A. I • I CLIP ANSLE. WELD TO STEEL STUD @ Ib° O.G. — STUD ,- .-� I I '----��-�''- - ---�--s - - - - - .� STUD BRIDGING DETAIL 1/4° X 2 s� I 1 TO REFERENCED ROC J FOR WALL TYPE SCE-- EDLLED '�'�� "`"�� j wT -I.O ` CLEAR I 6.r. V I TRACK -� I I /8" r 1 1/2" LT LOBBY + _ I wEe s DE WALL INTERSECTION AT CORRIDOR 1 I A703 — .- ----_ (OR SIM. ROOM SPACE) OF STUD 4703 I I I /a° A ~ SEE DIM. NOTE: BOX BEAM 1 WAIL GAN ABLE WITH Ti-E STADIUM SLOPE I FLR, PLAN o r ,� CORR IDOR - A.B. r M iii CONTIN. 3' WIDE X 20 GA. FLAT S HT. MET. j - LEVEL Ca- WI-ERE OCCURS STUD TO S I RAP STUD FLANGE BRIDGING 48" 0/C I -1ORIZ FULL 1-EIGI - IN -LIEU OF 3' FLAT STRAP INSTALL 1 1/2' COLD ROLLED 20 GA CHANNEL AT 48" 0/C. - TRACK DETAIL DETAIL ` A PLAN TRACK U.N.O. W/ HILTI POWDER .m °� TYPE DS IJ/ MIN. �� CONCRETE ®24 D.G. iirg 011/ III 12 MAX #S S.M.S. EA. OF EA. STUD (E) CONCRETE SIDE 41' I, i r `, CONTIN. 3/4' COLD ROLLED CHANNEL MAX. O/C VERT. OR AS REQUIRED DUE TO UNSUPPORTED I- IEIC -IT OF STUD INSTALL FIRE -RATED EXPANDING FOAM BOX BEAM ELEVATION SCALE _ NONE 1 �� f STUD iv I I I I I I . 5TL. b XIS 6A. DRIVEN FASTENER (IGG ES ESRr1663) I SPRAY INSULATION AT ALL METAL TO METAL CONTACT POINTS TO PEVr POTENTIAL VIBRATION NOISE (TYP) 6' MET. STUDS STAGGERED 16 0/C (TYP) )0 (3) LAYERS 5/8' GYP. BD. (TYPE- X) L r- I I iit �I I ll O' R [, ' PLIANCE p ANGLE 5 X 3' X 3/8' � 1- .. a 6°•a11��® APPROVED NOV - 9 ZO07 -. P NON-BEARING STUD CONNECTION PI � / ilk FULL HEIHT WALL (BOTH SIDES) G PLAN VIEW City Of Tukwila LBUILDIYLQt WT-I.0 ii �LrJ \ I 5/16' t I A703 lN6 REGUIMMENT5 ALLOHABLE WALL HEIGHTS L/L20 (LAT. iD- :,I,sf NON - TEARING) ALLOWABLE HALL HEIGHTS L/240 EXT. MX) LD=�f NON-BEARING) BEARING) STAGGERED STUDS ! I STEEL (1 LB . 3P) — ^ SIZE / TYPE 6A. Ix" 4 5x' 3 S1 MAX. OL. SPACING 5111D I6' O. STU7 I2" O.G. STUD 16" O.C. STUD 12' O.G. �jV • I 120052O0- 68(5OK50 14 2I.a41 3265 G I X I6 A. N IS 4.33 I.I5 44'-11' 4'1'-b' 20' -10" 22'-11' 60036005161622_63(33K3-43(33K511)) 14 35 (.115 41' -0' 45 -2' 20' -0' 22' -0" 1 b005162- 43(33K�i1) IS 2316 0 67 35?5'-8' 16'-6' 18' 2' 4005162- 43C33K5U 600 I b 20 O.& 2 1 783 o 443 0 5T1 '-I I' 32'-1' 71371: : 36' -I" 12 '-0' 13'3' ( ` —.. 6' MET. STUDS STAGGERED 16' 0/C (TYP) (3) GYP. BD. (TYPE ->0 400 - ( K5I) 20 0 b42 0 .332 ?3'-IO' 2b'3' I T 12ODTI50- 68150K�io 14 U.140 2.207 baorr 0-68( K51) 14 3262 o 1 63 ) .,,..A ( LAYERS 5/8' FULL I -EIGHT WALL (BOTH SIDES) I I I P�OOT15o -4 51) Ib 3325 0.141 FIB. D VERIFY ) I) lb IS 1.661 0.IIq 0534 0213 2 I/2' 2 I/2" CLEAR HEIGHT ' _ � ANGLE 5' X 3 ' X 3/ ELEVATION VIEW 6001150-33031:51) 20 1315 0.335 L • INSTALL 4 UNPAGED BATT ACOUSTIC INSULATION FULL I - EIGHT IN ONE ROW OF STUDS. STRUCT. STEEL RE! STRUCTLPAL I I I I 400T150-3303K51) 20 olq o2os a Sn lYp NOTE: STEEL. STUD BRIDGING 15 REt:?lJIRED 111-1EN EITI-®2 STUD FLANGE 15 NOT BRACED BY SOLID SHEATHING SUCH AS 6W. BOARD, OR PLASTER r I J \ CONTINUOUSLY PLYWOOl7, < BOX BEAM DETAIL AT COL, SCALE' 7TYAL SCALE: NONE J DRAWINGS �- ___• --� BD. 1U415 8 I/7 AT 2 I R. JI. J 1 6" STUDS 1 8 1/7 AT 2 I-R. '-- WT-1.0 � 2 53 DcJ - 1 :,... _ ..----.1 � COLUMN CONDITION 4" STUZt 7 U4' AT VERT. 4 5/8' t 6" STU 5 I14' AT I HR. I 4" STUDS 'r " 'X' (3) LAYERS 5/8' GYP. BD. (TYPE - )O ...... • f - 1 TYPE GYP. BD. 4" C -H STUDS. . < STEEL STUDS AS SCI IEDULED , s 4 9 > ( FULL I -EIGHT WALL (BOTH SIDES) WT r J 2' RIGID ACOUSTIC INSULATION WI-ERE REQ' D ----- L- SEE REF E2B'ICE FLOOR PLANS •: 'X' r j ,_,,...-----, Q T. [ J I\ y r ~ J L_ TYPE ' X' GYPSUM BOTH SIDES I- AT I HR. RATED WALL 2 Q_Q[ BOARD, 4\ \ < 5/8" TYPE GYP. INSTALL (I) BEAD OF ACOUSTIC ) :.• -• ` (2) LAYERS 5/8' TYPE 'X' GYPSUM BOARD, BOTH SIDES AT 2 I-P RATED WALL 1 HR. = UL DESIGN #419 CONTIN. SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND INTERSECTING WALL PANE L. REFER TO REFERENCE FLOOR PLAN FOR WALL TYPE SCHEDULED SCREEN WALL INTERSECTION PLAN VIEW UL DESIGN PLAN VIEW 2 HR. = UL DESIGN 1419 AT FRAME COND110N SCALE _ HR. � WALL SCALE _ C HR. AND 2 HR WALL SCALE _ N., DEMISING WALL HON" cON NONE NONE DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9 -7 -07 DELTA -1 SET e in 1 Re is �,575 an J ''• SEAL: ■ ■■ ■ 51 De -n tm -n • t're• • te• 1.925 2504 Fa:c .1.9 .0244 slk@sddnc.Twm ro rch CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Lief Tr, H E N D E R S O N ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913 -307 -5400 WETS WYAV.HFNDERSONENGINEFRS.COLI PROJECT FOR: imc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES WeSkekt SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g Entemm m to mentorm 1- 4<44 <4< ax mmmo_w KEY PLAN: ISSUE INFORMATION: SHEET INFORMATION: cn VRN PROJECT NO.: 223 - 383 -05 SCALE: AS INDICATED SHEET TITLE: WALL FRAMING DETAILS AND CONDITIONS SHEET NO.: A703 DATE: INFORMATION: GRID FLUTED METAL ROOF DECD RE= BASE BUILDING DRAWINGS CHID GRID FLUTED METAL ROOF DECK 5 -1 -06 COORDINATE INTALLATION OF TOP SYSTEM WITH SHEET A702 C iID GRID BASE BUILDING ROOF DECK ASSEMBLY. 6 -7 -06 FLUTED METAL ROOF DECK ASSEMBLY. RE= BASE BUILDING STRUCTURAL DRAWINGS. • 7- -18 -06 75% TENANT PLANS 1 { I { ( I I 1 r 100% TENANT PLANS 1 I I I ASSEMBLY. RE BASE BLDG. DWGS. [ FLUTED METAL ROOF DECK ASSEMBY. REA5EULD'JGSTPUCTURALDWGS TOP OF DECK I ' .. r ° • .'... � r . '� ... • * BOTTOM OF DECK i ..�>�m BOTTOM OF DEC �„ 7 BOTTOM OF DECK 1 DATUM PER BASE 4 .• I I Iv ! 1 !•+ DATUM PER BLDG. DWGS COORDINATE INTALLATION OF TRACK SYSTEM WITH SHEET A, f'EAD • BOTTOM OF DECK �" DATUM PER BASE • BLDG. DRAWINGS j ♦� _ db ' a I I __ , •� ' DATUM PER BA STRUCT. DWGS COORDINATE INTALLATION OF TOP I ! I 11H •' II •l +1 I f BLDG. DRAWINGS d a ' DATUM PER STRUCT • a DRAWINGS I ` �, 411 :*' TRACK � � *a LNFILL ONE SIDE WITH 4' BATT INSULATION I = -' I I =- COORDINATE INSTALLATION OF TOP TRACK I 1 1 1 ! I 1 I . . !• ;; � • : •. • { 1 ? f t I i 1 ( ' I 1 � I i $ �4 •. , : ' ! : �' �+ �: :;• '+ � � • ;f ; SYSTEM WITH SHEET A702 � BASE BUILDING STRUCTURAL STEEL RE= BASE BUILDING DRAWNGS • SYSTEM, FIRE SAFING, AND FLUTE COVER I PLATES WITH SHEET A702. I SINGLE OR MLLTIPLE LAYERS 1 6 MET. STUDS STAGGERED 16' 0/C (TYP) W/ 4" BATT ACOUSTIC INSUL. IN ONE ROW I II (3) LAYERS 5/8" GYP. BD. (TYPE -)O i= � Ib GA . Z CLIPS ATTACI -ED TO STEEL BEAM 24' O/C !NFU ONE SIDE WITH BASE BUILDING ROOF FRAME AS OCCURS RE= BASE BUILDING DRAWINGS HEAD CONDITION DATUM PER REER_. CL I o ff: III1MI I HEAD CONDmON + •� 4' BATT INSLL ATION I I F� L TO STRUCTURE $} I AS SCHEDULED BELOW ( FULL HEIGHT WALL BOTH SIDES) � � ` DATUM PER REFL. 01-G. PLAN SUSPENDED ACOUSTIC CEILING 4 4 S1 1 1 i 1 1 / Ii I �` III. !; •� HEAD CONDmON ,,,;,�;,H DIM. - CONTN. STW 'Z' SEE SUSPENDED ACOUSTIC CEILING II T I (PARALLEL TO DECK) PLR. PLAN CONCRETE OVER FLUTED METAL DECK. --� DATUM PER REE=L. CLG. PLAN - • . TRACK ATTACHED TO CLIPS WITH X12 SCREW ATTACHEMNT 12" 0/C i ` I RE. BASE BUILDING STRUCTURAL DWGS j CI EXIST. MEZZ. AND /OR PROD. LEVEL SUSPENDED ACOUSTIC CEILING SYSTEM PACK FLUTE W/ FIRE SAFE INSULATION SUSPENDED ACOUSTIC CEILING HEAD CONDITION 11 I I I 1 ■I■■.iri..■ � , I I I I (PERPENDICULAR TO DECK) ' PLAN N • VERT COL I I . I II:: :; !. !. '` VARIES REF. �- 2• • a DATUM PER PLANS FLU I CU METAL ROOF DECK ASSEMBY. REF. BASE BUILDING STRUCTURAL DWGS TOP OF DECK DATUM PER REFL" CLG. PLAN s $ SUSPENDED ACOUSTIC CEILING NOTE: INSULATION INSTALLATION MAY CONFLICT WITH VERTICAL COLUMNS AND BRACE FRAMING. INSULATION IS BRACE FRAME STEEL AS REQUIRED. I I I 1 1 I 1 I 1 1 1 ( ( I I I 1 I 1 I i 1 I I I I i 1 1 ? I 1 ( 1 i f ! 1 � 1 I I !. 4 '; w , • • + ' ' BASE BUILDING STRUCTURAL STEEL ° ' DATUM PER STRUCT DIM. X DRAWINGS SEE INFILI ONE SIDE WITH 4' BATT INSULATION C I I COORDINATE INSTALLATION OF TOP TRACK �R. PLAN I 1 I 1 I 1 I 1 .-;•. •• • : .: ;� A V � !, �; �. �;� PARTITION ON A�5SEMBLY BACK TO CENT WALL TYPE. CONFORM TO 'STUD SPAN TABLES' ON DRAWING A701. I I L u ' I � "1I . 1 .1.. arrrra.u� SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHEET A702. I I HEAD CONDITION - ,• EXTERIOR WALL FINISH BY OTHERS) I' I INSTALL 4 UNFACED BAIT ACOUSTIC INSULATION FULL I- (EIGHT. (INSULATION NOT SHOWN FOR CLARITY) I METL 'L' CLIP EA. STUD TO STUCTURE (3) LAYERS 5/8' GYP. BD. (TYPE -)0 PROJ OR MEZZ LEVEL • ! 7,,./ ti I I 1 1 I 1 ; ,: `- ;• SYSTEM RE: BASE BUILDING DRAWINGS EXTERIOR WALL FRAMING SYSTEM BY OTHERS) I . i I- i FULL HEIGHT (BOTH SIDES) ACOUSTICAL CAULK I' d (PERPENDICULAR TO DECK) MIN ACOUSTICAL CALK ; + � :+ !' U Ni I J I I 1 i '+ : +; I I !r F. I I I I I I CD ,,D L! CONCRETE OVER FLUTED METAL DECK. RE BASE BUILDING STRUCTURAL DWGS DRAWINGS STADIUM LEVEL I I � i � D A T UM PER F�FL. CLG. PLAN - !p CONCRC I C OVER FLUTED METAL DECK. r Ra BASE BUILDING STRUCTURAL DWGS DRAWINGS STADIUM LEVEL HORIZ. STRUCTURAL STEFi WIND GIRDB2 AS OCCLaRS. RE= BASE BLDG STRUCT. DWGS. 1 < J 1 1 1 I j ;� .� ;+ :•. ` f = RE: RE BASE BUILDNG DRAWINGS INTERIOR WALL FRAMING SYSTEM BY TENANT) REFER TO REFERENCED FLOOR PLAN FOR WALL TYPE SCHEDULED WHERE APPLIES [f �, ,., : SUSPENDED ACOUSTIC CEILING SYSTEM SINGLE OR MULTIPLE LAYERS 1 DATUM VARIES �° I I DATUM VARIES i T I DRYWALL AS SCHEDULED BELOW FULL 1 -EIGHT WALL (BOTH SIDES) -• I STADIUM LEVEL 1 i « I I �•� •` !' !. !. CONTIN. STUD TRACK ATTACHED TO z" I '- �- ►��' "'' "' CLIPS FLUTED METAL CONCRC I C FLOOR DECK ASSEMBY. REF. BASE BUILDING STRUCTURAL DWGS. I DECK PROJ. T.O. i 1 I !• .• . ; • EXTERIOR WALL THERMAL INSULATION (BY 3 /g' 17/8' 3/8' MAX OFFSET , �•� . TOP OF S I �L -SEE 51 DWGS =um 16 GA. z" CLIPS ATTAC D STEEL BEAM 24" 0/C } 2 -0 MAX. l• �(� I ' (�� i I 1 1 I i 1 1 1 •. i • ;+ V. �; N OTHERS) RE= BASE BUILDNG DRAWINGS (WHERE APPLIES) SINGLE OR MULTIPLE LAYERS DRYWALL I 1 V I i 1 i I I I 1 I I •;+ i • • • + , ! * , ,• + CI � ! + •' `' : , ' UNPAGED GATT ACOUSTIC INSIAATION FULL HEIGHT NOT SHOWN FOR CLARITY (D LAYER 5/8" GYP. BD. (I TI -'E-)0 BELOW AUDITORIl�v1 STADIUM SEATING 17/8' �� 1 7/8' d • -4..: AS OCCURS a 1 BASE BUILDING STRUCT I� E RE= BASE BUILDING DRAY' DRA STRUCT ..., - 7 ----1 4.41046111111 � : ---- -- 1< --- STRUCT. S I ILL RE: BASE BUILDING STRUCTURAL DWGS DRAWINGS PROJECTION LEVEL i i 1 I 1 ( I 1 I I 1 I I 1 1 I I I i t I I ` I 1 I ; ' • !' ., .; ! k g . '+ t'+ V. ; •: �. ", � .; + • AS �. = AS SCHEDULED BELOW FULL I -EIGHT WALL BOTH SIDES UNLESS NOTED OOTHERWISE (I) LAYER 2" WALL ACOUSTICAL � { INSTALL UNPAGED BATT ACOUSTIC INSULATION FULL I -EIGHT (INSULATION NOT SHOWN FOR CL..ARI I I I - n, I - CONTIN, STUD TRACK ATTACHED u) w TO zcuPs et SUSPENDED 6 MET. STUDS j I I I I STAGGERED 16 0/C D f� 1 I I 1 ! 1 1 i 1 i i 1 I I I I i i I I I I I I I 1 1 1 I I I 0 '' •4 EXTERIOR WALL ASSEMBLY SHOWN R E= BASE BLDG STRUCT, DWGS. 2" r 1 t II II ' NOTE 6` STUDS TO RECEIVE b" BAIT ACQLISTICAL _ BAiT A INNSUATION AS TO 12ECEIVE NOTED 6' $ I I (3) LAYERS 5/8' GYP. BD. (TYPE - FULL I- (EIGHT BOTH SIDES) CLEAR HEIGHT DATUM VARIES SCREEN INSUL - SHIELD, BLACK UNFACED BLACK FIBERGLASS, 150 PCF, 100 NRC RATING AS MANUFACTURERED BY SCI- IULLER INTERNATIONAL (JOHNS MANVILLE) CLASS A •' • ; , i'; +; � . • '.I • • ' `+ , • ll •' to 44 r (I) LAYER SCREEN WALL ACOUSTICAL INSUL- SHIELD, BLACK UNFACED BLACK FIBERGLASS, 150 PCP, 1.00 WC RATING AS MAN(�ACTURERED BY SCI - ULLER INTERNATIONAL (JOHNS MANVILLE) CLASS A SINGLE OR MULTIPLE LAYERS DRYWALL BASE BUILDING STRUCTURAL DATUM PER REEL CLG. PLAN STEEL BEAM BASE CONDITION Fay • \C 0° 7 I I I I I I \ 1 I I I 1 1 0 I I r I I 0 I • I I r a C0 , , ° 1116‘ . � N� ``3 �\'- CO \ Z.\- -4 I I NOTE BASE CONDITIONS MAY ALSO APPLY AT WALL TYPES A3.0 AND A6.0. FIELD COORDINATE SUSPENDED ACOUSTIC CEILING SYSTEM SPEC D BOTH s DES U OTII- ERWISE i 1 , I : ! + ;+ * !; �' NOTE CLEAR I-EIc-IT a DATUM VARIES LIC I• GA. METAL STUD AT ' Ci 01 DELETE ALL DRYWALL LAYERS BELOW STADIUM SEATING IN NON - ACCESSIBLE SPACE TO 6" BELOW STADIUM METAL FLOOR DECKING AS OCCURS. COORDINATE WITH WALL TYPE CALL OUTS ON REFERENCE FLOOR PLANS. NOTE 6 STNS TO RECEIVE 6' BATT ACOUSTICAL WSU ATION AS NOTED, 4' STUDS TO RECEIVE 6 BATT ACOUSTICAL INSULATION AS NOTED A703 T --. BOX BEAM BASE coNDrnoN • r 2 " F.F.E. O ' -O' ENTRY PLATFORM NOTE: WALL TYPE BASE CONDITION MAY NOTE 6' STUDS TO RECEVE 6' BATT ACOUSTICAL O BATT ACOUSTICAL INSULATION AS NOTED DATUM PER REEL CM PLAN EXTEND UP AND OVER ROOM SPACE BELOW. FIELD VERIFY EXACT LOCATIONS AND COORDINATE CONSTRUCTION WITH • BASE BUILDING STRUCTURAL DWGS AND REFERENCE SIMILAR WALL TYPE "WT-1.1" FOR ARCH. REQ'TS. 1 1 1 ' ° y ' + ,;, !' ::; 4 ,, • 4 II ' ` RE = BAS BLDG DRAB NSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL AND FLOOR s, ••+ : ;+ • +, t + ; + , ,: ., - CEILING ASSEMBLY I T I 1 1 I 1 I 1 I I I I I I I { 0 C INSTALL 4' UNFACED BATT ACOUSTIC INSULATION FULL I- -EIGHT IN ONE ROW STUDS. (INSULATION NOT SHOWN FOR CLARITY) INSTALL (I) CONTIN. BEAD OF ACOUSTIC • NOTE• CONDITION ABOVE OCCURS WHERE WALL 1 i � 0 : • 1 I 0 NSTALL N CONTN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM of EACH DRYWALL PANEL AN FLO , WT'° 1.� BELOW. FIELD COORDINATE s EXTENDS ENDS UP AND OVER ROOM SPACES VERIFY EXACT LOCATIONS AND CONSTRUCTION. .4 ER_ DATUM VARIES ;: • - ; 4 • • : c • • ' fi A 4. A R � RED ASE BLDG DRAWINGS I BASE LEVEL ' 4,44: , ;•'+ NOTE: COORDINATE ERECTION OF DRYWALL PARTITIONS WITH S! -EFTS A701, .4702 AND 4703. COORDINATE w/ DIMENSION PLANS e ADJACENT WALL TYPES. DRYWALL LAYERS MAY NEED TO WRAP STRUCTURE RUNNING PARALLEL WITH WALL IN FRONT INSTALL N CONTN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL AND FLOOR FLOOR DATUM VARIES FLOOR RE= STRUCT. DWGS. RN. FLR ELEV. (SLAB ON GRAD OONDMON) ,Ie� 2 I I 6 h P • ° t p. 1 j + � OF SCREEN WALL AS OCCURS I q 1 i I I { I I *'+ **4 ; ! + + + NSTALL CD CONTIN. BEAD OF ACOUSTIC SEAL-ANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK DECK ASSEMBLY. RE= BASE BUILDING STRUCTURAL DWGS. FIN. PLR. ELEV. F1/ :0-4 ' 'i INSTALL (I) CONTN. BEAD OF ACOUSTIC 1 , 4 4t I ,+ ±:' ; + , 1 -. , . SEALANT BETWEEN BOTTOM OF EACH D PANEL AND FLOOR FLOOR. RE: BASE BUILD DRAWINGS S s R-OOR DATUM VARIES I 1 I /I III' *: '- ;� ` SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL AND FLOOR FLOOR DATUM VALES V I o T p 9 SEE REFERE °- FLOOR PLANS G • - d ° SEE REFERENCE. 4 FLOOR PLANS BASE LEVEL BASE LEVEL p P :° ' 4 • ) RE: BASE BLDG ° ` `'° 1 DRAWINGS $ a d DATUM PER STRUCT • ° DRAWINGS .41 BASE LEVEL BASE LEVEL • ° 4 ° - d• R-° ' : eo DATUM PER BASE BL DG. DRAWINGS BASE LEVEL (SLAB ON CHAD COL(((ON) 0 ‘.....- / 2 _ 58 1 SINGLE ROW 4" MET. STUDS I6` CC ABOVE AND BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A701, A702 AND A703. WALL FRAMING SYSTEM BY OTHERS) REFERENCE BASE BUILDING DRAWINGS SINGLE ROW 4' or 6' METAL STUDS 16' CC ABOVE AND BELOW PROJECTION LEVEL COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A701, A702 AND A703. COORDINATE w/ DIMENSION PLANS ADJACENT WALL TYPES. DOUBLE ROW 6' MET. STUDS 16 CC (STAGGERED) ABOVE BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GAUGE METAL STUD FRAME PARTITIONS WITH SHEETS A701 A702 AND A703. WT-1.3 =SAME AS 'I.r EXCEPT INSTALL (3) LAYERS 5/8" GYP. BD. EACH SIDE FILL I- 1T. INSTALL (D tAYER 6' UNPAGED BATT (NATION BETWEEN ONE ROW STUDS FULL I- EIGHT. WT -L4 •SAME AS 9.1' EXCEPT INSTALL (3) LAYERS 5/8' GYP. BD. AUDITORIUM SIDE ONLY. INSTALL a) LAYER 6' UNFACED BATT INSULATION BETWEEN ONE ROW STUDS FULL I- EIGHT. -SAME AS "1.3' EXCEPT INSTALL (I) LAYER 5/8" GYP. BD. ON NON-AUDITORIUM SIDE WT-I.6 =SAME AS 'L3' EXCEPT NSTAII m LAYER 5/8' GYP. D. (DER STADIUM AT NON- AL�TfORiI�I SIDE 4.1= (I) LAYER 5/8' GYP. BD. CTYPE -X) EA. SIDE FULL 1-1G1-1T. INSTALL 4' BATT INSUL BETWEEN STUDS FULL 1-1G1-11 TOTAL WALL THICKNESS FACE TO FACE 5 V4" 4.2= SAME AS 7.1" EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 6 1/2'. 3.1 = INSTALL 2" UNFACED BLACK FIBERGLASS BATT ACOUSTIC SCREEN WALL INSULATION FULL I-EIGHT OVER (3) LAYERS 5/8" GYP. BD. TYPE -X OVER BASE BUILDING METAL STUD WALL FRAMING AS OCCURS 3.2 =SAME AS "3.1` EXCEPT DELETE 2" UNFACED BLACK FIBERGLASS BAIT SCREEN WALL INSULATION 21 = INSTALL 2" UNFACED BLACK FIBERGLASS GATT ACOUSTIC SCREEN WALL INSULATION FULL HEIGHT OVER (3) LAYERS 5/8' GYP. BD. TYPE -X OVERSTEEL STUDS FULL HEIGHT. REF: PLAN FOR STUD WIDTH. 2.2 = INSTALL 2' UNPAGED BLACK FIBERGLASS BATT ACOUSTIC SCREEN WALL INSULATION FULL HEIGHT OVER STEEL STUD AND GYP. BD. ASSEMBLY.gLL WT-1.1 =(D LAYER 5/8' GYP. O. (TYPE -)0 EACH SIDE TO 6' ABOVE ADJACENT C ILWG -IT. TOTAL WALL TI- fCKNESS FACE TO FACE 18' LESS OTT- ERWISE NOTED ON DIMENSION PLANS. NOTE THAT 1-EAD CONDmONS VARY. COORDINATE ACTUAL FEUD I-EAD CONDITIONS WITH VARIATIONS SHOWN ON DRAWINGS A701 A702 AND A703. WT_I.2 _SAME AS 'Lr EXCEPT INSTALL (2) LAYERS 5i8• GYP. BD. EACH SIDE FULL 1-113(31-1T. m LAYER 6' UNFACED BATT NSLIt.gTION BETWEEN ONE ROW STUDS FULL 1-EIGHT. V kr T � •� SCALE: C -∎ it SCALE _ r( Vin SCALE = r� JJ J - � • V SCALE 1 �•O 3/4 I -0 NONE NONE NONE DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7- -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS Re 2575 Phone:9 SEAL: in De is re an Jacinto 1.925 n routman Archite Jacinto Gficanra 9253.53 8 Fax: 1.92 .02441 atiWttlic. l '.%71 \ H<;".1:1;-'1D;F 7A01,</./:. CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUflE 400 LENEXA. KS. 86214-1695 TEL: 913 -307 -5300 FAX: 913-307-5400 . www.NENDERSONENGWEERS.COM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES J amo WeSifteki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington glinnin@l Mil ROMEO F -5x aa a mCD 0 w PrER HUM ISSUE INFORMATION: 9 4 g KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 - SCALE: AS INDICATED SHEET TITLE: WALL TYPES SCHEDULE SHEET NO.: A721 1 C•iV D JUL 1.2 ZOO/ DATE: INFORMATION: 4--21 -05 GRID 5 -4 -05 alp 5 -1 -06 30% TENANT PLANS FLUTED METAL ROOF DECK ASSEMBLY RE= BASE BLDG. DWGS. 50% TENANT PLANS FLUTED METAL ROOF DECK ASSEMBY. RE= BASE BUILDING GRID DRAWINGS. 75% TENANT PLANS 8 - 21 - 06 95% TENANT PLANS FLUTED METAL ROOF ASSEMBLY RE= BASE DECK BUILDING DWGS. BOTTOM OF DECK FLUTED METAL ROOF DECK ASSEMBY. RE: BASE BUIDLING DRAWINGS I I i I FLUTED METAL ROOF DECK ASSEMBLY. RE BASE BLDG. DWGS. { e .4 S .q. • \ •. d r p' I .. v ==,\ . : . •. 4. .\ . ..... ; "Ir -'-� . i .a .4 r • .. � ----: d .. o A . k . . - . . • • . `/ 4: � BOTTOM OF DECK I 'N U1E I BOTTOM of DECK BOTTOM OF DECK BOTTOM OF DECK �: f=--: I2---:.'-\ i 1 r ---- I I 111 BASE BLDG. DWGS COORDINATE INTALLATION OF TOP r DATUM PER BASE BLDG DWGS OF TOP SHEET A702 i I ; . DATUM PER BASE BLDG DWG I COORDINATE INTALLATION OF TOP i DATUM PER BASE BLDG. DRAWING TOP COORDINATE INTALLATION OF OP I (1 ' 0 BLDG. DWGS BASE 1 I COORDINATE INTALLATION OF TOP -�,--• � .__ I COORDINATE INTALLATION 0 { 1 a 1 { TRACK SYSTEM WITH SHEET A702 HEAD CONDI I I 1 1 � - • TRACK SYSTEM WITH TRACK SYSTEM WITht SHEET 4.702 I SINGLE OP MULTIPLE LAYERS -1- TRACK SYSTEM WITH SI-EET A702 I 1 1 { ; 1 1 { I 1 1 I 1 I HEAD CONIDMON TRACK SYSTEM WITH S!-EET 4.702 HEAD CONDITION 15 ( TE W/ BASE BLDG. DWGS.) I I i 1 { � I I � � AS SCHEDULED BELOW FULL HEIGHT 1 WALL (BOTH SIDES) ' I`•�`� = 1 � I 1 (COORDINATE W/ STRUCT. DWGS.) DATUM PER REFL. CLC�. PLAN HEAD CONDITION IIII I I { ' { I . DATUM PER REEL cLG PLAN (P L T O DECK) SUSPENDED ACOUSTIC CEILING SUSPENDED ACOUSTIC CEILING SYSTEM SUSPENDED ACOUSTIC CEILING SYSTEM FLUTED METAL ROOF DECK ASSEMBY. REF. BASE BUILDING DRAWINGS TOP i 1 HEAD CONarnoN i1 DATUM PER REEL CLG PLAN SEE F DIM. 1 (PERPENDICULAR TO DECK) LL PLAN • COL. .• VARIES PLAN • DATUM PER REFL �.G. PLAN CI I 1 I I I I I I { 1 I � ! SUSPENDED ACOUSTIC CEILING d> II II ' III I I I I I I 1 I 1 ALTERNATE BRACING: BRACE FURRED STUD III III SUSPENDE ACOUSTIC CEILING SYSTEM I 0 0 IN 4' UNFACED BATT ACOUSTIC INSULATION FULL HEIGHT. (INSULATION II NOT S HOWN FOR CLARITY) II II a : ` : ` ' : DATUM PER BASE � -L; BLDG. DWGS COORDINATE OF TOP C INSTALLATION F P TRA K . SEE DIM SLR. PLAN I I I E I 0 PARTITION ASSEMBLY BACK TO ADJACENT WALL TYPE. CONFORM TO 'STUD SPAN TABLES' ON DRAWING A70L METAL 2' CUP EA. STUD TO STRUCTURE I SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHEET A702. I I HEAD CONDI11ON (3) LAYERS 5/8" GYP. D. (TYPE -X) ' � I I I 1 1 I { NI` 1 I ,1 I I 1 1 1 ' j I I 1 I �■ I i I II $i I FULL I -EIGHT WALL ( I - 1 I - 1 - 1 I 1 1 1 1 1 I i I 1 I 1 I I I I I COI UMN SHEAR/BRACE ASSEMBLY. RE _ BASE BUILDING STRUCT. DRAWINGS BRACE STUD TO STRUCTURE AT +20-0 11 II II 11 il . ' II ii II PI II FLUTED METAL CONCRETE FLOOR DECK INSTALL 4' UNPAGED BATT ACOUSTIC INSULATION FULL I -EIGHT IN STUDS. (INSULATION NOT SHOWN FOR CLARITY) (PERPENDICULAR TO DECK) DATUM PER REEL C LGa. PLAN $ ( I L 1 I 1 I I 1 I 141 I- 101212 STRUCTURAL STEEL WIND GIRDER AS OCCURS. RE= BASE BLDG STRUCT. DWGS. - T -- SUSPENDED ACOUSTIC CEILING SYSTEM ASSEMBY. REF. BASE BUILDING DRAWINGS LJ i I DRYWA AS SCHEDULED BELOW FULL I -EIGHT WALL (BOTH SIDES) I FLUTED METAL FLOOR DECK ! REVIEWED FOR CODE COMPLIANCE APPROVED IC NOV - 9 2001 FLUTED METAL E CONCRE I E FLOOR DECK ASSEMBY, REF. BASE BUILDING DRAW I JGS �- ---•- 6 CONCRETE I ASSEMBY. REF. BASE BUILDING DRAWINGS I PROJ. T.O. DECK �, II INSTALL (I) CONTIN. BEAD OF ACOUSTIC II SEALANT BETWEEN BOTTOM OF EACH LL AND FLOOR ¶ __ ! I I ' 1 1 I I i I 1 1 I I 1 I !�� I I I I rni ' 7 EDGE OF DECK ANGLE TO L . I 2' <- EDGE OF DECK ANGLE TO F.O. G. BD. PROJ. T.O. DECK FACED BATT AC* o T � sl- T iovvN o CLLAR _ 1 1 PRO 1 i I 1 1 1 � I { I l City Of Tukwila BUILDING DIVISION DATUM F I DATUM PER BASE � - II DATUM PER BASE BLDG. DWGS BLDG. D i . I I BLDG. DWGS 1 STRUCT STEEL BASE BUILDING 1 > ��I I �► „ ��_ I • ` r . t ,1 II RE= BASE BUILDING 1111 STRUCT. STEEL RE BASE BUIL DRAWINGS INFILL ONE SIDE WITH 4' BATT # ► IINFILL RE: DRAWINGS 4 �+ ! !� ! � STRUCT. STEEL DRAWINGS II el ; INFILL ONE SIDE WITH 4' BAIT INSULATION PROJECTION LEVEL v w , w � w w w a INFILL ONE SIDE WITH 4" BATT INSUL II WRAP FRAMING AND DRYWALL � . I II I INSULATION I l< 1 1 1 ! I I 1 1 { j I i 1 I { I ! i L { I l I I I I 0 EXTERIOR EKTERIOR WAIL ASSEMBLY SHOWN BASE BLDG STRUCT. DWGS. SINGLE OR MULTIPLE LAYERS DRYWALL w. I �" "" -• " -' - I ] ] { I WRAP F RAMING AND DRYWALL STR OUCTURE AM. HOLD TIGHT TO II BEAM. HOLD TIGHT TO STRUCTURE III INSTALL (1) CONTIN. BEAD OF z = - 1.11 0 - I � I II SEALANT BETWEEN EACH DR' PROJECTION LEVEL IVO INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEA L ANT BETWEEN EACH DRYWALL PANEL NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL INSULATION As NOTED, 4' sTUDS To RECEIVE 6' BATT ACOUSTICAL INSULATION AS NOTED C PROJECTION LEVEL ��`��/�. (WHERE ERE APPLIES) E As SCI- EDULED BELOW FULL I-EIGNT WALL I I I I I (WHERE APPLIES) I DECK ASSEMBLY. • BOTH SIDES UNLESS NO I - C U OTHERWISE (WHERE APPLIES) DAT UM PER REEL C P - II I - 1 1 I 1 I I I ' 1 � • I I I I I RE: BASE BUILDING STRUCTURAL DWGS. INSTALL (6 CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK FLOOR DATUM VARIES SUSPENDED ACOUSTIC CEILING `L.r IE3 i 4 I SUSPENDED ACOUSTIC CEILING SYSTEM I i ` ! I I I 0 I 1 I SUSPENDED ACOUSTIC CEILING SYSTEM A CEI LNG (WHERE S) NOTE b' STUDS TO RECEIVE 6' BAIT ACOUSTICAL INSULATION AS NOTED, 4" STUDS TO RECEIVE 6' BATT ACOUSTICAL INSULATION AS NOTED t 0 F.F.E. O' -0' ENTRY PLATFORM LEVEL • NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL N5IAATION AS NOTED, 4" STUDS TO RECEIVE 6 BATT ACOUSTICAL I NISUILATION AS NOTED NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL INSULATION AS NOTED, 4' STUDS TO RECENE 6' BATT ACOUSTICAL NSUILATION AS NOTED NOTE 6' STUDS TO RECEIVE 6' BATT ACOUSTICAL INSL!_ATION AS NOTED, 4' STUDS TO RECEIVE 6' BATT ACOUSTICAL NSLATION AS NOTED ' ' INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK DECK ASSEMBLY. RE= BASE BUILDING STRUCTURAL DWGS. RN. PLR. ELEV ., (u LAYER 5/8" GYP. BD. (TYPE -X) liwoof 1:::)0 • INSTALL (I) CONTIN. BEAD OF ACOUSTIC 4 y a 0 BLDG � I iii ED ED ° 1 ED INSTALL (I) CONTIN. BEAD OF ACOUSTIC a I . , ° DATUM PER BASE 0 i • BLDG. DRAWINGS NSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL AND FLOOR FLOOR DATUM VARIES BASE LEVEL { 1 ,1 ,, I { , , SLAB ON GRAD CONDI11ON) INSTALL (I) LAYER 5/8" GYP. BD. (TYPE -X) . • c c 4 41 y c " • RE: BASE BLDG DRAWINGS BASE LEVEL OVER 7/8" HAT CHANNEL VERTICALLY DOWN TO TOP OF FLOOR INSTALL (I) CONTIN. BEAD OF ACOUSTIC (SLAB ON GRAD CONDMON) 1 I I I 1 1 I I I 1 I i NSTALL (I) CONTIN. BEAD of ACOUSTIC SEALANT BETWEEN! BOTTOM OF EACH DRYWALL PANEL AND FLOOR FLOOR DATUM V VARIES i I I 1 I I SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DE DECK ASSEMBLY. RE= BASE BLDG. DWGS FAN FL ELEV. SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL AND FLOOR DECK ASSEMBLY. RE= BASE BLDG. DWGS _ _ �. ° -. • .• 4 � ; L ti SEALANT BETWEEN BOTTOM OF EACH DRYWALL PANEL LAYER AND STRUCT. DECK FLOOR DATUM VARIES a ; .: �: •. ; , . :, .. : p a • DATUM PER BASE . O F . . . • BLDG. G. DRAWIN d • .. c A e a DATUM PER SHELL �' BLDG. DRAWINGS : 4 DATUM PER SHELL . . ° BASE L EVEL BLDG. DRAW .. . a 6 . d 0 9 Q RE= BASE BLDG • " ° : = . " ° • ' .. DRAWINGS .. �. - a . 4 d .. DATUM PER STRUCT r - + DRAWNGS BASE LEVEL BASE LEVEL BASE LEVEL BASE LEVEL � b" MET. STUDS Ib' CC ABOVE AND BELOW PROJ. LEVEL. COOK ERECTION OF LIGHT GAUGE STL STUD FRAME PARTITIONS WITH SHT'S A701, A702 AND A703. (SLAB ON GRAD CONDMON) (SLAB ON GRAD CONDITION) E 6.1= 6.2= 6.3= 6.4= 6.5= 6.6= 6. 6 . 8 = 6.1 (I) LAYER 5/8" GYP. BD. (TYPE -X) EA. SIDE FULL HGHT. INSTAL BATT INSL L. BETWEEN STUDS FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 7 I/4'. SAME AS "6.1' EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASI -ED) TOTAL WALL THICKNESS FACE TO FACE 8 1/7. SAME AS '6.1' EXCEPT (3) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 9 3/4 ". SAME AS '6J' EXCEPT DELETE INSULATION & STOP GYP. BD. 6' PAST ADJACENT CEILING ONWY I SINGLE ROW 2 I /2" 4' or 6" METAL STUDS 16' CC ABOVE AND BELOW PROJECTION PROJECTION LEVEL COORDINATE ERECTION OF LIGHT GUAGE METAL STUD PARTITIONS WITH SHEETS 4.701, A702 AND A703. COORDINATE w/ DIMENSION PLANS ADJACENT WALL TYPES. 9.1 = SINGLE ROW 2 3/4' MET. STUDS 16' CC COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH WT-0.I SINGLE ROW 8" MET. STUDS 16 CC ABOVE AND BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAM PARTITIONS WITH SHEETS A701, A702 AND A703. DOUBLE ROW 6' MET. STUDS 16' CC ABOVE AND BELOW PROJ. LEVEL COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS 4.701, A702 AND A7O3. SAME AS '6,1' EXCEPT DELI; I C GYP. BD. AT NON - ACCESSIBLE SIDE SAME AS '6.3" EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE SAME AS '6.3" EXCEPT LAYER OF 5/8' GYP. BD. (TYPE -X) UNDER STADIUM AT NON-ACCESSIBLE SIDE TOTAL WALL THICKNESS FACE -TO -FACE 8 I /2' 9.2 = SINGLE ROW 4" MET. STUDS 16" CC 9.3 = SINGLE ROW 6" MET. STUDS 16" CC tE.il 9.1 = (I) LAYER 5/8' GYP. BD. (TYPE -X) RI l HGHT. REFER TO DIM. FUR. PLAN 8.1= (1) LAYER 5/8' GYP. BD. (TYPE X) EA. SIDE FULL NGHT. INSTALL 4" BATT INSUL. BETWEEN STUDS FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 7 I/4'. 8.2= SAME AS "8.1' EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 8 I/2 ". NO1141113830 7.1= AUDITORIUM SIDE= (3) LAYERS 5/8" GYP. BD. (TYPE -X) FULL HEIGHT 5.1 = (I) LAYER 5/8' GYP. BD. (TYPE -)0 OVER 2 1/2" METAL STUDS FULL HEIGHT 52 = (2) LAYERS 5/8' GYP. BD. (TYPE - X) OVER 4' METAL STUDS FULL I - EIGHT 5.3 = (3) LAYERS 5/8' GYP. BD. (TYPE -X) OVER 6' METAL STUDS FULL HEIGI -CT 5 . 4 - SAME AS 5.3 EXCEPT INSTALL (I) LAYER k GYP. BD. UNDER STADIUM AT NON - ACCESSIBLE SPACE 5.5 = (3) LAYERS 5/8' GYP. BD. (TYPE -X) OVER 2 1/2' METAL STUDS FULL HEIGHT FOR TOTAL WALL THICKNESS. INSTALL. BOTH SIDES OF SHEAR WALL. 9.2= SAME AS '9.I' EXCEPT FOR STUD WIDTH. 93= SAME AS '9.r EXCEPT 4' MET. STUD WIDTI -I. INSTALL FULL HEIGHT ASSEMBLY ONE SIDE CMU SHEAR WALL ONLY. PROVIDE 7 ACOUSTIC SEPARATION BETWEEN BACK OF STUD AND CMU. NON - AUDITORIUM SIDE: (I) LAYER 5/8" GYP. BD. (TYPE - X) FULL HGHT. EA. SAME AS "6.3° EXCEPT (1) LAYER OF 5/8' GYP. BD. ( I THE - X) ON NON AUDITORIUM SIDE SAME AS '6.3" EXCEPT IN PLACE OF 3rd LAYER TYPE - GYPSUM BOARD INSTAL (I) LATER 5/$' (QUITE SOLUTIONS) QUIET ROCK LAMINATED ACCOUSTICAL GYPSUM BOARD PANEL FULL HEIGHT EACH SIDE LEVEL. TOTAL WALL THICKNESS FACE TO FACE BELOW PROJ. LEVEL 18", ABOVE PROJECTION LEVEL 8 1/7. 7.2= SAME AS 7.1" EXCEPT INSTALL DOUBLE ROW METAL STUDS ABOVE M=. FLOOR DECK (SHOWN DASHED) WITH (I) LAYER 5/8" GYP. BD. MEZZ. SIDE WT 9 .0 SCALE _ � 8.0 (-- � 7 SCALE _ � 6.0 SCALE _ � 5 5.0 3/4 O" :!; 3/4 " =1' -O" 3/4 " =1' -O" 3/4 " =I' -O' DATE: INFORMATION: 4--21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 - 21 - 06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I - SEAL: ro tm rch tea at F 51.92 A244[E -.VIN D' AN TROU Of. WASHING lON CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rri IAA E N G II N E E R S INCORPORATED 8325 LfNEXA DRRE SUITE 400 LfNEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 MEB: WWW.HENDERSONENGINEERS.COM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT amc KEY PLAN: SHEET TITLE: SHEET NO.: estiteki SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington ran �aa�aaaa�a�m��aW i1 in I ISSUE INFORMATION: SHEET INFORMATION: WALL TYPES SCHEDULE A722 4g 4 h Hgh PROJECT NO.: 223- 383-05 SCALE: AS INDICATED riE(;ErriED JUL 12 7007 ROOF /DECK ASSEMBLY. RE= BASE BUILDING DRAWINGS TOP OF DECK ROOF/DECK ASSEMBLY. RE= BASE BUILDING DRS IN S ROOF/DECK ASSEMBLY. RE= BASE BUILDING DRAWINGS TOP OF DECK ROOF /DECK ASSEMBLY. RE= BASE BUILDING DRAWINGS TOP OF DECK ROOF /DECK ASSEMBLY. RE= BASE BUILDING DRAWINGS TOP OF DECK - _ - � 4 . .. .. - . = P • a , . ••... 30% TENANT PLANS 6 -7 -06 7 DATUM PER BASE _. V . + ... ; c... DATUM PER BASE t _ .:. _ y . ,.. . , DATUM PER BASE { r : , • . DATUM PER BASE ' T: ' - 95% TENANT PLANS I��WII DATUM PER BASE MINIMUM I -HOUR r .A BLDG DRAWINGS 11 R11 I�1 1 BLDG. DRAWINGS - ! I T j COORDINATE INTALLATION OF TOP I I I BLDG DRAWINGS COORDINATE INTALLATION OF TOP I II .. _� COORDINATE INTALLATION OF TOP l' 11 BI..DG DRAWINGS . COORDINATE INTALLATION OF TOP " TRACK SYSTEM WITH SI -IFFY 4702 TRACK SYSTEM WITH SHEET 4702 I '►' TRACK SYSTEM WITH SHEEP 4702 TRACK SYSTEM WITH SI --EET A702 BRACE STUD BACK TO RA I CU WALL -1 ASSEMBLY MAX. 48" OC I , A i I I I I I [' I HEAD - -_ .9 1 1 I = 4 II ,n I 0 I = + I I - S USPENDED ACOUSTIC CEILING SUSPENDED ACOUSTIC CEILING SYSTEM SUSPENDED ACOUSTIC CEILING SYSTEM I SUSPENDED ACOUSTIC CEILING SYSTEM RATED AS HY ` � (VARIES) SUSPENDED ACOUSTIC CEILING HEAD CONDITION VARIES) HEAD CONDITION 1 ADJ. ROOM SPACE if RA I t~U ASSEMBLY I VAULT HEAD CONDITION REFER DIMENSION FLOOR PLAN FOR DIM. UNLESS NOTED IN SCHEDULE BELOW i I i SINGLE OR MULTIPLE LAYERS DRYWALL AS SCHEDULED BELOW FULL HEIGHT WALL I BOTH SIDES UNLESS NOTED OTHERWISE I I SINGLE OR MULTIPLE LAYERS DRYWALL R SINGLE LAYER OF D AS SINGLE OR MULTIPLE LAYERS DRYWALL I 0 AS SCHEDULED BELOW FULL I -EIGHT WALL BOTH SIDES UNLESS NOTED OTHERWISE I / ' ' i SINGLE OR MULTIPLE LAYERS DRYWALL , % AS SCHEDULED BELOW FULL HEIGHT WALL BOTH SIDES UNLESS NOTED OTHERWISE " AS SCHEDULED BELOW FULL HEIGHT WALL BOTH SIDES UNLESS NOTED OTI- ERWISE I I INSTALL 6' UNFACED BATT ACOUSTIC INSULATION FULL I- EIGHT. (INSULATION NOT SHOWN FOR CLARITY) I Q SCI -- EDUCED, FULL HEIGHT I( HT ( (BOTH I SIDES). DRYWALL OVER FLAT 0 EXPANDED METAL PANEL AT !! VAULT SIDE ONLY Q I II I I I i I I I ilu INSTALL 4' UNFACED BATT ACOUSTIC I INSULATION FULL HEIGHT BETWEEN STUDS. (INSULATION NOT SHOWN FOR CLARITY) I I INSTALL 6 UNFACED BATT ACOUSTIC INSULATION FULL HEIGHT BETWEEN SINGLE ROW STUDS, (INSULATION NOT SHOWN FOR CLARITY) I I 1 I I I REFER TO REFERENCED FLOOR PLAN FOR WALL TYPE SCHEDULED (MIN. 1 -HR RATED) - GENERAL NOTE TO ACHIEVE 1-1-1R RATED I WAIL- ASSEMBLY COORDINATE WALL TYPE w/ D 4/A703 6 8/ A703 FOR ALL H RATED WALLS AND SHAFT WALLS 0 CAVITY /CHASE SPACE INSTALL (I) CONTIN. BEAD OF ACOUSTIC CI INSTALL 4" UNFACED GATT ACOUSTIC !! FULL HEIGHT (INSULATION II NOT SHOWN FOR CLARITY) 11 11 I STANDARD EXPANDED FLAT METAL INSTALL (1) CONTIN. BEAD OF ACOUSTIC MIN. 1 -HOUR RATED WALL / FURRED WALL 1 I 0 CAVITY /CHASE /INACCESSIBLE SPACE INSTALL CONTIN. i T' I i I DECK ASSEMBLY. RE: BASE BLDG DWGS PANELS FULL HEIGHT TO ROOF DECK. STYLE 3/4'- #10-S. 72% OPEN SPACE AS II •.I MFD. BY McNICHOLS CO., OR APPROVED EQUAL. SCREW ATTACH METAL PANELS !! TO STEEL STUD WITH #10 TECH SCREWS H I AT 8' O /C. I ii DECK ASSEMBLY. RE= BASE BLDG. DWGS. 0 FIN. FLR. ELEV. BETWEEN EACH DRYWALL PANEL AND FLOOR DECK ASSEMBLY. RE: BASE BLDG. DWGS. Iy I RN. ELEV. I ■ IL___ r INSTALL (I) CONTIN. BEAD OF ACOUSTIC I SEALANT BETWEEN EACH DRYWALL I I I I ! - SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND SUGT. DECK DECK ASSEMBLY. RE: BASE BLDG. DWGS. RN. FR.R. ELEV. . (D BEAD OF ACOUSTIC SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK DECK ASSEMBLY. RE: BASE BLDG. DWGS. FIN. FL FI V. I - Q d a c DATUM PER BASE � ° • 4 BLDG. DRAWINGS �" PANEL LAYER AND STRUCT. DECK AN. FLR. ELEV. BASE LEVEL a •6 a DATUM PER BASE BLDG. DRAW INGS s 4 ' , o DATUM PER BASE u . p a _ A ° BASE LEVEL BLDG DRAWINGS v o e • �� ° � s BASE LF1/� DATUM PER BASE ° � �►� -�_ ° ° ° DATUM mac, a I ASE ° �I SINGLE ROW 6 " MET. STUDS 16 ' CC ABOVE AND BELOW PROD. LEVEL COORDINATE ERECTION OF LIGHT GAUGE MC I AL STUD PARTITIONS WITH WT -0.2. (13/A702) BASE LEVEL ( • BASE LEVEL BLDG- C p SEE "WT -13.1" = IBC TABLE 719.1(2), ITEM 13 -13 (I -HOUR WALL) - RE: 4 6 8/4703 SHEET 47.0.1 FOR FIRE RESITANCE DESIGN AND ASSEMBLY REQUIREMENTS. SINGLE ROW 2 1/2 ", 4" or 6' METAL STUDS 16' CC ABOVE AND BELOW PROJECTION LEVEL. COORDINATE ERECTION OF LIGHT GUAGE �L. STUD FRAME PARTITIONS WITH SHEETS 4701, 4702 AND A703. COORDINATE w/ DIMENSION PLANS 6 ADJACENT WALL TYPES. ONWWHd DOUBLE ROW 6" MET. STUDS 16" CC ABOVE AND BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GAUGE METAL STUD FRAME PARTITIONS WITH SHEETS 4701, 4702 AND 4703. SINGLE ROW 4' MET. STUDS 8' CC ABOVE MEZZANINE LEVEL. COORDINATE ERECTION OF LIGHT GAUGE METAL STUD FRAME PARTITIONS WITH SHEETS 4701, 4702 AND 4703. SINGLE ROW 4" MET. STUDS 16" CC ABOVE AND BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SI -EFTS A7QI, 4702 AND A7O3. 13.1= (1) LAYER 5/8` GYP. BD. (TYPE-X) EA. SIDE FULL HGI-ff . INSTALL 4' BATT INSUL BETWEEN STUDS FULL HG-T. TOTAL WALL THICKNESS FACE TO FACE 7 I /41. 3.2= SAME AS '13.1' EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DAS1 IED) TOTAL WALL THICKNESS FACE TO FACE 8 1/2 ". 3.3= SAME AS '13.1' EXCEPT (3) LAYERS (TYPE -X) GYP. BD, EA. SIDE TOTAL WALL THICKNESS FACE TO FACE 9 3/4 ". E 19.1 = (I) LAYER 5/8 GYP. BD. (TYPE -X) OVER 2 I /2' METAL STUDS - (EIGHT 19.2 (2) LAYERS 5/8' GYP. D. (TYPE -X) OVER 4' METAL STUDS Full HEIGHT 19.3 = (3) LAYERS 5/8" GYP. BD. (TYPE->0 OVER 6' METAL STUDS FULL HEIGHT NOL&13S30 17.1 = (I) LAYER 5/8' GYPSUM BOARD (TYPE -)) BOTH SIDES, FULL HEIGHT. TOTAL WALL THICKNESS FACE TO FACE PER DIMENSION PLAN. 17.2 = (2) LAYERS 5/8" GYPSUM BOARD (TYPE X) BOTH SIDES, FULL HEIGHT. TOTAL WALL THICKNESS FACE TO FACE PER DIM. PLAN. 17.3 = (3) LAYERS 5/8" GYPSUM BOARD (TYPE >0 BOTH SIDES, FULL HEIGHT. TOTAL WALL THICKNESS FACE TO FACE PER DIM. PLAN. E 15.1= (I) LAYER 5 /8" GYP. BD. (TYPE -X) EA. SIDE FULL HGHT. INSTALL 4" BAIT INSUL BETWEEN STUDS FULL HEIGHT. WITH EXPANDED METAL PANELS FULL HEIGHT BETWEEN DRYWALL AND STUD AT ROOM SIDE. TOTAL WALL THICKNESS FACE TO FACE 5 I/2" +/ -• 11.1 (1) LAYER 5/8" GYP. BD. (TYPE -X) EA SIDE f L HGHT. INSTALL 4' BATT INSI�, B STNS FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 5 I/4` 11.2 = SAME AS 11.1" EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 6 1/2 ". SAME AS 1I.l' EXCEPT (3) LAYERS GYP. BD. (D SIDE (SHOWN DASHED) 11.3 = TOTAL WALL THICKNESS FACE TO FACE 6 I/2 ". 11.4 = SAME AS 11.1' EXCEPT DELETE INSULATION. 3.4= SAME AS '13.1' EXCEPT DELEI C INSULATION 35= SAME AS 13.2 EXCEPT DELETE INSULATION " 3.6= SAME AS X13.2" EXCEPT ADD (I) LAYER OF 5/8' GYP. BD. TO CORRIDOR SIDE 3.7= SAME AS 13.1 EXCEPT DELETE GYP. BD. AT NON- ACCESSIBLE SIDE 3.8= SAME AS 13.3' EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE 3.9= SAME AS 13.3' EXCEPT (D LAYER OF 5/8' GYP. BD. ON CORRIDOR SIDE. wi--iao SCALE _ ) W T-17.O SCALE _ � , WT - 15.O SCLE _ WT SCALE _ 0 3/4 ° =1' -O" 3/4 " =1' O" 3/4 " -1' O" 3/4 " -I" O" 3/4 "- I'--Q" ROOF /DECK ASSEMBLY. RE: BASE BLDG STRUCT. DRAWINGS ROOF /DECK ASSEMBLY. BASE BUILDING DRAWINGS TOP OF DECK . . ROOF/DECK ASSEMBLY RE: BASE BUILDING DRAWINGS TOP OF DECK ROOF /DECK ASSEMBLY. RE: BASE BUILDING DRAWINGS TOP OF DECK ROOF/DECK ASSEMBLY. RE: BASE BUILDING DRAWINGS TOP OF DECK T / � TOP OF DECK DATUM PER BASE a • • . ` • ' : DA PER BASE BLDG. DRAWINGS , , . " ` DATUM PER BASE III 11 1I BLDG. D RAWINGS { .. , < ..� . .., ; DATUM PER BASE .. .r ' A _ _ DATUM PER BASE BLDG. BLD DRAWINGS COORDINATE INTALLATION I TRACK SYSTEM WITH I HEAD SHEET OF TOP A702 -- BLDG. DRAWINGS , I i T , � ' -I I COORDINATE INTALLATION OF TOP �... I I I __ -.. I ] -- COORDINATE INTALLATION OF TOP I t I BLDG, DRAWINGS COORDINATE INTALLATION OF TOP ED QED F�� C �� E N OV - 9 C REVIE�N �P ® �p1 2�O1 R Of Tukw Cit ila B ILDING p�VISI TOP OF WALL (VARIES) I � TRACK SYSTEM WITH SWEET 4702 I TRACK SYSTEM WITH SHEET A702 TRACK SYSTEM WITH SHEET 4702 I � I � I HATE WI BASE BLDG.. DWGS.) <r �`-- ( I I I T f F ,'� �� rrii / 15 1 1 I - - I = _ II SUSPENDED ACOUSTIC CEILING SUSPENDED ACOUSTIC CEILING HEAD CiONDnION SUSPENDED SusPEND� ACOUSTIC CEILING I HEAD CONDITION HEAD GON N SUSPENDED ACOUSTIC SYSTEM I SUSUS CEILING SYS SINGLE OR MULTIPLE LAYERS DRYWALL (VARIES) A DIMENSION FLOOR PLAN FOR DIM. if AS SCHEDULED BELOW FULL HEIGHT WALL BOTH SIDES UNLESS NOTED OTHERWISE II II NOTE 6" STIRS TO DECEIVE 6' BATT ACOUSTICAL INSULATION AS NOTED, 4" STUDS TO RECBVE 6" BATT ACOUSTICAL INSULATION AS NOTED 1 ' SINGLE OR MULTIPLE LAYERS DRYWALL REFER ` � 9 \ (I) LAYER 5/8" G. BD. (TYPE -X) AS SCHEDULED BELOW FULL HEIGHT W • BOTH SIDES UNLESS NOTED OTHERWISE UNLESS NOTED IN SCHEDULE BELOW SINGLE OR MULTIPLE LAYERS DRYWALL SINGLE OR MULTIPLE LAYERS DRYWALL AS SCHEDULED BELOW FULL I- (EIGHT WALL BOTH SIDES UNLESS NOTED OTHERWISE - AS SCI - EDULED BELOW FULL I -EIGHT WALL BOTH SIDES UNLESS NOTED OTHERWISE FULL (-EIGHT WALL (BOTH SIDES) PROt�ECTION ti I � ; ! � INSTALL 4" UNFACED BATT ACOUSTIC INSULATION FULL HEI HEIGHT. (INSULATION NOT SHOWN FOR CLARITY) INSTALL 4" UI�ACED BATT ACOUSTIC INSULATION FULL HEIGHT. (INSULATION NOT SHOWN FOR CLARITY) INSTALL (I) CONTIN. BEAD OF ACOUSTIC L f INSTALL 6" UNPAGED BATT ACOUSTIC INSULATION (INSULATION L ATION FULL HEIGHT. (IN NOT SHOWN FOR CLARITY) FLOOR. RE= BASE BUILDING DRAWINGS FIN. I�.. ELEV SEE DIM. REFER SCHEDULE BELOW i PROVIDE STIFFNER IN WALL ASSEMBLY. RE: 3 /A1001 GENERAL NOTE: TO ACHIEVE H-IR RATED F. P1 I REFER TO REFERENCE FLOOR PLAN FOR WALL ASSEMBLY COORDINATE WALL TYPE w/ DETAILS 4/A703 e 8/A703 FOR ALL I -1-R RATED WALLS AND SHAFT WALLS • I I COORDINATE AND INSTALL HANDRAIL BACKING WHERE APPLIES ' `k , - � CI LL INSTALL (D. CONTIN. BEAD OF ACOUSTIC FLU i CU METAL 6 CONCRETE FLOOR DECK ASSEMBY. RE= BASE BLDG. DWGS. � PROJ. T.O. DECK WALL TYPE I 2 (I) LAYER 5/8" GYP. BD. (TYPE -X) WT r D Q PROD. ,/., I CAVITY /CI -(ASE /INACCESSIBLE SPACE INSTALL (D CONTIN. BEAD OF ACOUSTIC INACCESSIBLE SPACE SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK I FLOOR DECK. RE: BASE BUI DRAWINGS FIN. PLR- ELEV, CX 0 SEALANT BETWEEN OF EACH DRYWALL SEALANT BETWEEN EACH DRYWALL PANEL AND FLOOR. FLOOR. RE= BASE BUILDING DRAWINGS FIN. FLR. E LEV. i I I I I i SEALANT BETWEEN EACH DRYWALL PANEL AND FLOOR. f�00R. REF. BASE BUILDING DRAWINGS L FN. FLft EI_EV LL � � FLOOR DECK. REF. BASEBL.DG. DINGS. RR. ELEV. 4 d d e DA 4 4 DATUM PER BASE d • • • � � � . BLDG. DRAWINGS • ° DATUM PER .. � • . � BLDG. DRS 5 _ a DATUM PER BASE a-- • BL DG DRAW ° I ° .� • . F DATUM BASE a B LDG. DRAWINGS 4 Y ° a DATUM PER BASE ... q • ° d • + BA8ELEVE L BLDG► BASE LEVEL BASE LEVEL BASE LEVEL BASE LEVEL SINGLE ROW 1 MET. STUDS 16" CC COORDINATE 4 ERECTION OF LIGHT GAU METAL STUD PAR TIO NS WITH SHEETS 4701, 4702 AND 4703. �BRDINA { C�IQN LTUI�T- C� I WITH SHEETS A701, A702 AND A703. lv1>;ITAIB D Fr�,�t� ITIONS Er W "WT -121' = IBC TABLE 719.1(2), ITEM 13 -1.3 (I-HOUR WALL) - RE: 4 6 8/4703 SEE SHEET 47.0.1 FOR FIRE RESITANCE DESIGN AND ASSEMBLY REQUIREMENTS. 18.1, 182, 18.3 SINGLE ROW 4' MET. STUDS 16" CC COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS W/ A7OI, 4702 4703. ONLWU DOUBLE ROW 4' MET. STUDS 16' CC ABOVE AND BELOW PROJ. LEVEL. COORDINATE ERECTION OF LIGHT GAUGE METAL STUD PARTITIONS WITH SHEETS A701, 4702 AND 4703. ONIIIVE61 SINGLE ROW 8" MET. STUDS 16` CC ABOVE AND BELOW PROJ. LEVEL COORDINATE ERECTION OF LIGHT GAUGE METAL STUD PARTITIONS WITH WT -0.2 (13/4702) 184, 185, 18.6 SINGLE ROW 6" MET. STUDS 16" CC 18.7 SINGLE ROW 2 I/2" MET. STUDS 16 CC 121 = a) LAYER 5/8` GYP. BD. (TYPE -X) EA. SIDE FULL HGHT. INSTALL 4` BATT INS BETWEEN STUDS FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 5 1/4' 122 = SAME AS 12.r EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 6 I/2'. 123 =SANE AS '121' EXCEPT (3) LAYERS OF 5/8" GYP. BD. EA. SIDE TOTAL WALL THICKNESS FACE TO FACE 7 3/4 ". IO = (D LAYER 5/8" GYP. BD. (TYPE -X) EA. SIDE FULL HGI -1T. TOTAL WALL THICKNESS FACE TO FACE 5 V4" ,.► D (n 18 NOLLd U3S30 8.1 = (I) LAYER 5/8" (TYPE-X) GYP. BD. (I) SIDE 8.2 = SAME AS 18.1' EXCEPT PROVIDE (2) LAYERS OF 5/8" GYPSUM BOARD. 8.3 = SAME AS '18.1" EXCEPT PROVIDE (3) LAYERS OF 5/8' GYPSUM BOARD. 8.4 = SAME AS "18.1" EXCEPT STUD WIDTH 8.5 = SAME AS 18.2" EXCEPT STUD WIDTH 8.6 = SAME AS `18.3' EXCEPT STUD WIDTH 8.7 = SAME AS '18.4" EXCEPT STUD WIDTH 16.1= (I) LAYER 5/8' GYP. BD. TYPE -"X" EACH FACE FULL HGHT. INSTALL 4 BA SOUND INSULATION BETWEEN STUDS, ONE ROW FULL HEIGHT. TOTAL WALL THICKNESS AS INDICATED ON DIMENSION FLOOR PLAN. 16.2= SAME AS "16.1" EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) 16.3= SAME AS EXCEPT (3) LAYERS 5/8" GYP. BD. (TYPE -)0 EA. SIDE. E . 14.1 = (I) LAYER 5/8' GYP. BD. (TYPE -X) EA. SIDE FILL HGHT. INSTALL 4" GATT INSUL BETWEEN STUDS FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 9 1/41 14.2 = SAME AS "12.1' EXCEPT (2) LAYERS GYP. BD. EA. SIDE (SHOWN DASHED) TOTAL WALL THICKNESS FACE TO FACE 10 I/2'. 14.3 = AS 12.1 " EXCEPT (3) LAYERS OF 5/8 GYP. BD. EA. SIDE TOTAL WALL THICKNESS FACE TO FACE II 3/4 ". 124 SAME AS `121` EXCEPT DELETE INSULATION. 12.5 = SAME AS 122' EXCEPT DELETE INSULATION. 126 = SAME AS 1 121 1 EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE 12.7 = SAME AS "I23' EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE 12.8 = SAME AS '121' EXCEPT (3) LAYERS OF 5/8' GYP. BD ON AUD. ENTRY SIDE 12.9 = SAME AS "124' EXCEPT STUDS ARE TO STOP 24" ABOVE CEILING 12.10 = SAME AS '123" EXCEPT PROVIDE (2) LAYERS OF 5/8" GYP. BD. AT SHAFT SIDE 14.4= SAME AS 14.3 EXCEPT (I) LAYER (TYPE -)O GYP. BD. CORR. SIDE, TOTAL WALL THICKNESS = 10 1/2" 145= SAME AS 14.3" EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE , "16.1' 16.4= SAME AS I6.r EXCEPT DELETE INSULATION 16.5= SAME AS 'I6.2" EXCEPT DELETE GYP. BD. AT NON - ACCESSIBLE SIDE 16.6= SAME AS 16.1' EXCEPT (3) LAYERS 5/8" GYP. BD. (TYPE -X) CORRIDOR SIDE 16.7= SAME AS 16.1" EXCEPT (2) LAYERS 5/8" TYPE X GYP. BD. CORRIDOR SIDE. 16.8= SAME AS 16.1" EXCEPT (3) LAYERS 5/8' GYP. BD. (TYPE -X) AUDITORIUM SIDE WT SCALE : � 18 ) WT»16.O SCALE = ■ 16 WT -14.0 SCALE _ X 14, WT-12.0 SCALE = X 12 WT 10.0 SCALE _ C 3/4 " =1 -0n 3/4 " =1' -o" 3/4p =1 -oN "_ . - " 3/4 I o 3 /4p =1 -o DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-- 18--06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS S -ANNE :! a ist�ere • chlte • 2575 - J2Hntc v0. Jacinto • . • . 92 =c 53 Ph¢ne: 91.925 Fart 1.92 {.02T • ' stic@¢tldnc. SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421-1956 E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SunE 400 LENEXA. KS. 66214 -1695 1EL• 913- 307 -5300 FAX 913-307-5400 HIES; 1YWW.HENDERS0NENGINEERS.00M PROJECT FOR: a Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: a 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington w FaaaaI a a a 5.ftl co MO. J ing(§e ISSUE INFORMATION: KEY PLAN: SHEET TITLE: SHEET NO.: 1,7 SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS INDICATED WALL TYPES SCHEDULE 9 4 g RECENED A723 JUL 121007 I9 PACK FLUTE W/ ARE SAFE INSULATION INFORMATION: ROOF /DECK ASS b .= LY. RE= BASE BLDGG�STRUCT. DRAWINGS CHID TOP OF DECK 6' 16 GA STL STUD DIAGONAL FRA?VU 816' 0/C AS RECURS Top of DEDK .. f 30% TENANT PLANS �E! 50% TENANT PLANS 7 -18 -06 I ' I I ' 1 I / TOP OF DECK FLUTED METAL RE: St-ELL BUILDING ROOF DECK DRAWINGS Bo TTOM of DE 100% TENANT PLANS PACK FLUTE W/ FIRE SAFE : .,: � ° . / DATUM PER BASE $ �) ~ INSULATION (AS REQUIRED FOR / �` BLDG. DRAWIN 4-- RF�'RC RA I CU WALL ASSEMBLY CONDITION. RE= WALL TYPE PLANS l R / HEAD I I PER 1: DATUM REFL SUSPDED ACOUSTIC SYSTEM OR MULTIPLE CLG PLAN CEILING LAYERS BELOW BOTH SIDES OTHERWISE BATT FULL SHOWN FOR RE = STRUCT. FLR E. ELEV H AD CON INN �D 11JM PE e R �{��y/ 8 �� A g/� � . INT \ ' I 1 1 I I 1 I I I ? I I I ` ° ' DATUM PER BASE BLDG. -1-441- I �L,I I DRAWINGS PACK FLUTE W/ FIRE SAFE WSULATION 19' -0' NiGN MURAL (D LAYER OF r GYP BD. FULL I- EIGHT - PROVIDE - LEVEL 5 FINISH 6" 16 GA. STL STUD SINGLE DRYWALL AS SCHEDULED FULL HEIGHT WALL DATUM PER REEL. CLG. PLAN 1 ail ELEV STRUCTURAL ROOF FRAME OCCURS UNLESS NO ICU SUSPENDED ACOUSTIC CEILING EXTERIOR WALL FINISH SYSTEM BY OTI ° HEAD CONDITION < INSTALL 4' UNFACED ACOUSTIC INSULATION (INSULATION NO CLARITY) DECK ASSEMBLY. FRAMING o 16 0/C 4' 16 GA. STL STUD FRAMING Ib' 0/C 0 Ili , SHELL SHE BLUILDING DRAWL (PERPENDICULAR TO DECK HOISTWAY `L ir V ��q� HEAD �oN I ► -ERS) RE BASE BUILDING DRAWINGS UP DRAFT LINEAR DIFFUSER CENTERED IN VOID. DWGS RN. DATUM PER REEL CLG. PLAN i \i i i I I EXTERIOR WALL FRAMING SYSTEM (BY OTHERS) 1i ROOF /DECK ASSEMBLY. RE= SHELL BUILDING DRAWINGS RE: MECH 20 GA. SHT. MET. I {� STUD STL BM STUD FRAMING CLIPPED TO MECH CEILING PER SUSPENDED ACOUSTIC CEILING SYSTEM PROJECTION t CV • '-0 ) 4" 16 GA. STL TIE BACK TO 4" 16 GA. STL ! I I I 1 ! I I I I i RE= BASEBUILDNG DRAWINGS EXTERIOR WALL THERMAL INSULATION (BY OT HERS) BOOTH SIGN BACKING. RE= WAYFINDING p :' , z.„4 INSTALL 4" UNPAGED BATT ACOUSTIC r INSULATION FULL HEIGHT (INSULATION IA NOT SHOWN FOR CLARITY) it DWGS ' AMC LOGO SIGN. PE= WAYINDING I - 6, BOTTOAA o f DE r�r • I--- I A S w DATUM PER BASE BLDG. DRAWING PACK FLUTE W/ FIRE SAFE INSULATION DWGS 4 I'-6 0 I6" 0/C "Z STL BEAM ACOUSTIC WALL PANEL SYSTEM REFER TO INT. ELEV. FOR EXACT LOCATIONS I IR :1- z2 - I � 1 I 1 DUCT RUN. RE: Lk L i I i I a AUDITORIUM AI001 * _ r` -" SUSPENDED ---- HEAD t HEAD I i ASSEMBLY I ! �� � I ` I I 1 I I I I I I i RE= BASEBUILDNG DRAWINGS I DATUM A ■ CLG. ■ �..�"M \ � PER (I) LAYER 5/8" GYP. BD. (TYPE-70 � . �� A- 1 ��- A -� REEL A1002 J DATUM I WI SINGLE OR MULTIPUL LAYERS OF DRYWALL AS SCHEDULED BELOW FLOOR DECK. REF. BASE BUILDING DRAWINGS FIN. PLR. ELEV. I '. I PRE -FAB METAL PORT � � / REFL 6' 16 FRAMING $ CLC P LAN o 16" 0/C BD AT BOT SIDE DWGS. ' VERIFY f � — vr-z ASSEMBLY r� r1 sol I Co 4" 16 GA. STL STUD FRAMING 0 16' O/C W/ (D LAYER OF AGE BD GA. STL STUD W/ N LAYER OF GYP �, LIGHT FIXTURE RE= ELECTRICAL PROD. LEVEL FLOOR DECK ASSEMBLY i t ; (3) LAYERS 5/8' GYP. BD. (TYPE -X) (TYP) GENERAL NOTE: INTERIOR =RIOR / =TAILS PRA AND f 2' -2 REFERENCE APPROPRIATE �. A . a d a a DATUM PER BASE BI-DG. DRAWINGS pi 4' C -H STUD 24' O.C. ... UD TABLE r ELEVATIONS, SECTIONS FOR ROTUNDA WALL SOFFIT /FASCIA CONDITIONS. LOBBY SIDE d BASE LEVEL REF. BASE BLDG. DWGS. I • • � ` MET. STUDS PROJ. LEVEL PLAN VIEW SINGLE ROW 4' MET, STUDS 16 CC OVER PROD, LEVEL 6 MET. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME WITH SHEETS 4701, A702 AND A703. S I6CC. PARTITIONS ., CONCRETE OVER FLUTED METAL FLOOR fDECK RE. STRUCT. DRAWINGS. PROJ. LEVEL . .7 .. di r� . . d • . • i EDGE OF DECK ANGLE TO F.O. GYP. BD. ; � .4 � ACOUSTIC WALL PANELS RE INTERIOR ELEVATIONS Z CLIP 16 CC Si ttL STRUCTURE RE= BASE DG " " BA SE BUILDING METAL_ STUDS AT 16 CC OR 24 CC. ®Y OTHERS) FIELD VERIFY EXACT CONDITIONS. 0 • 'WT - - IBC TABLE 719.1(2), ITEM No. 13-1.1 (I -HOUR WALL) - U DESIGN AND ASSEMBLY RE /LENTS. )WIYffvu cry a ($) Q 7 c 0 z W 2 DWGS 2 (TYP) .. - SEE SI-Et I A701 FOR FIRE RESISTIVE ; "I''.41 ACOUSTIC INSULATION' 4' BATT INSULATION SHALL BE INSTALL X. REF REFERENCE WALL TYPE ILL HEIGHT 221 = (I) LAYER 5/8 (TYPE -X) GYP. BD. OVER BASE BUIDLING FRAMING. " 22.2 = (2) LAYER 5/8' (TYPE -X) GYP. BD. OVER BASE BUIDLING FRAMING. = 22.3 (3) LAYER 5/8 (TYPE -X) GYP. BD. OVER BASE BUIDLING FRAMING. 1/7 MET. STUDS 16' CC -. IN WALL TYPES MARKED WITI I FLOOR PLANS (D LAYER 5/8 GYP. BD. (TYPE -X) ...... j.:] iC III CONTIN. STUD TRACK 24.1 *(D LAYER 5/8" GYP. BD. (TYPE-70 EA. SIDE FULL 1-1GI -1T. INSTALL 4' BATT INSLL BETWEEN STUDS FULL 1-1G1-1T. TOTAL WALL THICKI`ESS FACE TO FACE II V4' 24.2 = (2) LAYERS 5/8" GYP. BD. (TYPE-70 EA. SIDE FULL I- IC41T. INSTALL 4" BATT INSLL BETWEEN STUDS FULL I -1GHT. TOTAL WALL THICKNESS FACE TO FACE 12 I/2 N4l.LMS3C mL mU. kr o ij ig W L1J Q . R W ~ o l 2 U � i a o g e � II All j % -.111 ►� MET. CC III CAN' FIRE WOOD LEDGER/PLATE (�) t (D LAYER 5/B" GYP. BD. TYPE -X PAINT TO MATCH VERT. WALL ABOVE ■ 6 STUDS 16 (TYP) D ATUM PER BASE INSTALL BATT ACOUSTIC BLDG_ DRAWINGS 4' UNFACED INSULATION FULL 1-EIGHT (INSULATION INSTALL (I) IN �� - b. WT -24.O SCALE _ S CALE _ CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF METAL STRUD TRACK AND STRUCTURE I x► o C � ° ~ \`r r,-,..,_ WT -22 3/4 "�I' -O" 3/4 " =I' -O" WRAP GYP. BD. OVER UNDERSIDE �, - ` ROOF /DECK ASSEMBLY. RE: BASE BLDG STRUCT. DRAWINGS OF STUD TRACK CUT AROUND GYP. BD. STRUCTURE AS REQUIRED. din � w i� III1 � r (TYPE-70 LID r TOP OF DECK INSTALL (I) CONTIN, BEAD OF ACOUSTIC SEALANT BETWEEN BOTTOM OF EACH '► r DATUM PER BASE DRYWALL PANEL AND FLOOR -` BASE BLDG WALL ASSEMBLY (BY OTHERS) (I) LAYER 5!8' GYP. BD. BLDG DRAWINGS I -- � I iii I. �� - �, ., r - 4 ---�, R IGID INSULATION ANCHORED WITH STICK PINS NS E WASHERS ABOVE GYP. BD. FIRE FACED INSULATION I TOP FACING INTERIOR HEAD STRUCT. BEAM /JOIST /GIRDER AS OCCURS J VARIES I In _ " Wr PRQJE TIO RE: BASE BLDG DWGS FOR ALL STRUCTURE it : .`.. y. r ti... . ";-{i ., II I I 1 II I" ` A 0 II 1 l•. r 4, ` OF WALL -FS' -0' > _ __ __ __ _.. •_,. .... I �) ` r * � or -4s.- PLAN VIEW 4 1/ ' f STUD 1 TABLE (I) LAYER 5/8" GYP. BD. (TYPE-70 z DATUM PER REFL. CL C. PLAN T C -H STUD 24 O.C. VARIES • SUSPENDED ACOUSTIC CEILING SUSPENDED CEILING SYSTEM PER REFLECTED CEILING PLANS q INSTALL CONTAIN (I) BEAD OF ACOUSTIC BETWEEN SEALANT -IN- ELEV "C' FULL HEIGHT WALL MALL SPACE !CI TO WALLPAI�IEL I STADIUM DECK. R ED FOR CODE COMP : �2N1 1 (I) LAYER 1 -I /2' RIGID (R -6.8) INSULATION FULL 1 NEW OR WALL ' (I) DYERS 1/7 G. BD. FIRECODE CORE RE= DIMENSION I I NOTE= EXACT WALL LOCATION VARIES. RE= DIMENSION FLOOR PLANS FOR EXACT WALL TYPE LOCATION. ADJUST LEAD AS REQURED TO COMPLY WITH VARIATIONS SHOWN ON DRAWINGS A701, A702 AND 4703. FLOOR PLAN WALL MOUNTED POS AY OCCURS 101 O� 'C�CIIVI C � DN�S�Q REFER TO REFERENCE FLOOR PLAN FOR I tK CASE 1( I OCURS I C MOUNTED SEE DIPLRM. RLH P SCHEDULE BELOW . PLAN I FLOOR ABO WALL TYPE v AS OCCURS 7 4- ELEV (I) LAYER I" GYP. BD. WHERE APPLIES WT 07,266 FIN. FLR. ELEV. ANCHOR STUD TRACK TO CONCl2 I b SLAB 1 T ! REFER TO REFERENCE FLOOR PLAN FOR WALL TYPE METAL FURRING NAT CHANNEL OR STUD WITH .145' DIAMETER SHOT PINS AT 24' 0/C (ICBO xt 5099) EMBED MIN. r INTO CONC. DECK ASSEMBLY. RE: SHELL BUIDLING DRAWINGS RN. FLR. ELEV GENERAL NOTE= TO ACHIEVE 1-HR RATED WALL D ASSEMBLY COORDINATE WALL TYPE w/ DETAILS 14/A703 AMD 16lA703 FOR All . I-HR RA I CD CORRIDOR AND /OR PASSAGEWAY WALLS I I J NOTE= COORDINATE INSTALLATION OF POSTER CASE/ABO SUPPORT PARTITION WITH BASE BUILDING I N S TA LL ATION OF BASE BUILDING WALL AND FLOOR FINSIHES. I L W - 1 - r SINGLE OR MULTIPLE LAYERS DRYWALL AS SCHEDULED BELOW ai FLOOR DECK. REF. BASE BUILDING DRAWINGS RN. R. ELEV. -----+ DATUM PER BASE p BLDG. DRAWINGS DECK ASSEMBLY RJR. ELEV. h.. r, :. BASE LEVEL RE= BASE BLDG DRAWINGS RN. PIT q e .2 4. DATUM PER BAS .. 4 • . ° • d . . DATUM PER BASE ° 4 ' BLDG. DRAWINGS `' BLDG. DRAWINGS ,.. ti 6 . d .. 9 . DATUM PIM BASE G. 4 - a ° BASE LEVEL BLDG DRAWINGS _d___ - _ BASE LEVEL BASE LEVEL • h ... SINGLE ROW 4" MET. STUDS Ib' CC ABOVE AND BELOW PROJ. LEVEL COORDINATE ERECTION OF LIGHT GAUGE METAL STUD PARTITIONS WITH SHEETS A7OI, A702 AND A703. 20.3 = AUDITORIUM SIDE ONLY: (3) LAYERS 5/8" GYP. BD. (TYPE -X) FULL HEIGHT. SHAFT SIDE: (2) LAYERS 5/8" GYP. BD. (TYPE -X) FULL HEIGHT. SINGLE ROW 'C-H" METAL STUDS 24" C.C. COORDINATE ERECTION OF LIGHT GAUGE METAL STUD PARTITIONS WITH SHEETS A701 A702 AND A703. ONIVIVEld SINGLE ROW 4' MET. STUDS 16' CC WITH 6' HORIZ 'C' JOISTS ). COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A701, A702 AND A703. MET. HAT CHANNEL = 16" CC MAXIMUM WALL HEIGHT = 1 = N/A iii "WT -24.1' = UBC TABLE No. 7-B, ITEM No. 16.11 (I -HOUR WALL) AND U495 SEE SHEET A701 FOR FIRE RESISTIVE DESIGN AND ASSEMBLY REQUIREMENTS. E 25.1= CAVITY SHAFT WALL= GYPSUM DRYWALL TO BE (I) LAYER I /2" SHEET ROCK BRAND GYPSUM PANELS, FIRECODE C-CORE ONE SIDE AND (I) LAYER r SI-BEET ROCK BRAND LINER PANELS SET BETWEEN USG STEEL C-H STUDS 24" O.C. PANELS APPLIED VERT. TO SIDE OPP. LIMIER PANELS S SCREW ATTACHED. JOINTS FINISHED. (RATING ALSO APPLIES WITH IMPERIAL FIRECODE C BASE AND VENEER FINISHED SURFACE WITH THE RMAFIBER IN CAVITY) 23.1 = (I) LAYER 5/8" GYP. BD. (TYPE --X) FULL HGHT. AND OVER HORIZ LID Noun Lti N ro o Q I 21.1= (I) LAYER 5 /8' (TYPE-70 GYP. BD. OVER FURRING 7/8' HAT CHANNEL . TOTAL FURRED THICKNESS FACE OF SUBSTRATE TO FACE OF FINISH EQUALS 11/2' UNLESS NOTED OTHERWISE. 21.2= SAME AS "21.1" EXCEPT USE 15/8' MET. STUDS 16' CC. TOTAL FURRED THICKNESS FACE OF SUBSTRATE TO FACE OF FINISH = 2 I/4" ACOUSTIC INSULATION: 4" BATT INSULATION SHALL BE INSTALLED FULL HEIGHT IN WALL TYPES MARKED WITH `X". REFERENCE WALL TYPE FLOOR PLANS 20.1 = AUDITORIUM SIDE: (3) LAYERS 5/8" GYP. BD. (TYPE -)O FULL HEIGHT. diLl NON- AUDITORIUM SIDE: (I) LAYER 5/8" GYP. BD. (TYPE -X) FULL HGHT. EA. LEVEL. TOTAL WALL THICKNESS FACE TO FACE ABOVE PROJ. LEVEL 6 1/7. 20.2 = AUDITORIUM SIDE ONLY (3) LAYERS 5/8" GYP. BD. (TYPE-70 FULL HEIGHT. (DELETE DRYWALL FROM OPPOSITE FACE OF SAME STUD) WT-25.O SCALE _ SCALE _ �� WT- 21.0 S CALE : � � WT-20.O SCALE= ��o - _ 3/4" I' O " ) = = 3/4" I' -O" DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 • FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 311K e k in been tr�Iat�_ e is re P4thit 5 = n Jacinto vo. Ja ' o Cafif na 92533 -5318 Ph o:9W.1.92512594 IF= 1.925.0244FEmaistk@ Ilona SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: in ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LETiEXA, KS. 65214 -1895 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB: SWAILHENDERSONENGINEERS.COM amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W A T J 1 SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §._ ffliah " 13 UM M MUM p'3 Qzrzt g I , nom w >in g W- .9d MUM ; ISSUE INFORMATION: KEY PLAN: ad& SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: AS INDICATED SHEET TITLE: WALL TYPES SCHEDULE SHEET NO.: A724 EiV4ED i JUL 12 2007 II- 'L -1V1; i /• -iM.l- . DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS INSTALL (I) CONT. BEAD OF ACOUSTIC SEALANT BETWEEN TOP DRYWALL PANEL e STADIUM DECK. 18 GA. 3 g" STEEL STUD AT 16" O.C.. W/ (I) LAYER OF " GYPSUM BOARD OVER 18 GA. 2 1/2 STEEL STUD AT 16" O.C.. W/ (I) LAYER OF a" GYPSUM BOARD OVER CLOSURE DETAIL 4" BATT INSULATION 4 k i NOTE: RE: DETAIL 20/A724 FOR ADDITIONAL NOTES, DIMENSIONS AND INFORMATION SCALE I I/2 " =I -O" `28 • WT -27.0 4' S. • HEAD CONDITION (PARALLEL TO DECK) SUSPENDED ACOUSTIC CEILING SYSTEM BOTTOM OF DECK DATUM PER BASE • BLDG. DWGS COORDINATE INSTALLATION OF TOP TRACK SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHi r A702 PACK FLUTE W/ FIRE SAFE INSULATION IN WALLS TYPES MARKED "X" SINGLE OR MULTIPLE LAYERS AS SCHEDULED BELOW FULL HEIGHT WALL (BOTH SIDES) PACK FLUTE W/ FIRE SAFE INSULATION FLUTED METAL ROOF DECK ASSEMBY. REF. DRAWINGS TOP OF DECK • DATUM PER BASE BLDG. DWGS COORDINATE INSTALLATION OF TOP TRACK SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHEt I A702. HEAD CONDITON (PERPENDICULAR TO DECK) DATUM PER REFL CLG. PLAN SUSPENDED ACOUSTIC CEILING SYSTEM SINGLE OR MULTIPLE LAYERS DRYWALL AS SCHEDULED BELOW FULL I -EIGHT WALL (BOTH SIDES) PROJECTION LEVEL (WHERE APPLIES) DATUM PER REEL CLG. PLAN • SUSPENDED ACOUSTIC CEILING SYSTEM CEILING (WHERE APPLIES) DRYWALL AS SCHEDULED BELOW FULL HEIGHT WALL BOTH SIDES) METAL STUDS MAX. 16" CC STRUCT. STEEL COLUMN. RE: BASE BLDG. DRAWINGS PLAN VIEW 1)0 INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK COORDINATE REQUIRED LOCATIONS w/ WALL TYPE REFERENCE PLANS. FIN. FLR. ELEV. DATUM PER STRUCT DRAWINGS BASE LEVEL SINGLE ROW IT MET. STUDS 16' CC ABOVE AND BELOW PROM. LEVEL. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A70I, A702 AND A703. ACOUSTIC INSULATION: 4" BATT INSULATION SHALL BE INSTALLED FULL HEIGHT IN WALL TYPES MARKED WITH X. REFERENCE WALL TYPE FLOOR PLANS 27.1 = (I) LAYER 5/8" GYP. BD. (TYPE -X) EA. SIDE FULL HGHT. TOTAL WALL THICKNESS FACE TO FACE 13 I/4". SCALE: 3/4 " =I ' --O" - A WT -26.0 a TOTAL WALL THICKNESS FACE TO FACE II I /4 ". BOTTOM OF DECK DATUM PER BASE BLDG. DWGS COORDINATE INSTALLATION OF TOP TRACK SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHEET 4702. PACK FLUTE W/ FIRE SAFE INSULATION IN WALLS TYPES MARKED "X" SINGLE OR MULTIPLE LAYERS AS SCHEDULED BELOW FULL HEIGHT WALL (BOTH SIDES) HEAD CIDIIION (PARALLEL TO DECK) SUSPENDED ACOUSTIC CEILING SYSTEM PACK FLUTE W/ FIRE SAFE INSULATION FLUTED METAL ROOF DECK ASSEMBY. REF. DRAWINGS TOP OF DECK DATUM PER BASE BLDG. DWGS COORDINATE INSTALLATION OF TOP TRACK SYSTEM, FIRE SAFING, AND FLUTE COVER PLATES WITH SHEET 4702 HEAD CONDITION (PERPENDICULAR TO DECK) DATUM PER REEL CLG. PLAN 0 SUSPENDED ACOUSTIC CEILING SYSTEM SINGLE OR MULTIPLE LAYERS DRYWALL AS SCHEDULED BELOW FULL HEIGHT WALL BOTH SIDES) PROJECTION LEVEL (WHERE APPLIES) DATUM PER REFI_ CLG. PLAN SUSPENDED ACOUSTIC CEILING SYSTEM CEILING (WHERE APPLIES) DRYWALL AS SCHEDULED BELOW FULL HEIGHT WALL (BOTH SIDES) METAL STUDS MAX. 16" CC STRUCT. STEEL COLUMN. RE: BASE BLDG. DRAWINGS 'REVIEW APPRO ®VE® S NoV _ g 2711 City Of Tukwil S ILDIN DIVISION B INSTALL (I) CONTIN. BEAD OF ACOUSTIC SEALANT BETWEEN EACH DRYWALL PANEL LAYER AND STRUCT. DECK COORDINATE REQUIRED LOCATIONS w/ WALL TYPE REFERENCE PLANS. I RN. R.R. ELEV. . .4� DATUM STRUCT BASE LEVEL SINGLE ROW 10" MET. STUDS W CC ABOVE AND BELOW PROD. LEVEL. COORDINATE ERECTION OF LIGHT GUAGE METAL STUD FRAME PARTITIONS WITH SHEETS A701, A702 AND 4703. 26.1 = (I) LAYER 5/8" GYP. BD. (TYPE -X) EA. SIDE FULL HGHT. SCALE: 3/4 " =1' -0" ro tm: ch te•t Ja•' to :K S3 9g1.925 Fax - 1.92 .0244 SEAL: PROJECT FOR: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rri ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL 913 -307 -5300 FAX: 913 - 307 -5400 WE& VNIWAENDERSONEN01NEERS.001/ amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W A T S HO- PPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington gig F °aztivi aaa�a „mo 0 ui J 8 1 z , 4, w§ 1 — • ! Jul t= I - I 4) 2 4 g co W i to 2 2 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: AS INDICATED SHEET TITLE: ACOUSTIC INSULATION: 4” BATT INSULATION SHALL BE INSTALLED FULL HEIGHT IN WALL TYPES MARKED WITH X. REFERENCE WALL TYPE FLOOR PLANS WALL TYPES SCHEDULE SHEET NO.: RECENEL t.\ 725 JUL 1.2207 DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I111I11111111111111111 I11111111111111111 NOTE: RE: VA813 FOR CONTINUATION AUDITORIUM #5 144 SEATS C L OF AUDITOR STADIUM AUDITORIUM 104 SEATS AUDITORIUM #6 170 SEATS L OF AUDITOR STADIUM L OF ALOITORI STADIUM AUDITORIUM #7 icier 144 SEATS NOTE: RE: VA81S FOR CONTINUATION UDITORIUM 4t8 LIM 04 SEATS Ibill t mom .ES -?i4'; �I NOTE: RE: VA813 FOR CONTINUATION NOTE: RE: VA8I3 FOR CONTINUATION fie NOTE KEY . PROVIDE 14' RAIL EXTENSION PAST EZ OF RAMP SLOPE AT TOP AND BOTTOM OF RAMP. 2. PROVIDE 14' RAIL EXTENSION PAST TOP RISER OF STADIUM STEP OR STAIR RUN. 3. PROVIDE TREAD WIDTI -1 PLUS 14' RAIL EXTENSION PAST BOTTOM RISER OF STADIUM STEPS OR STAIR RUN. 4. PROVIDE TREAD WIDTH PLUS 14' RAIL EXTENSION PAST BOTTOM RISER OF STADIUM STEP OR STAIR RUN AND WRAP RAE_ EXTENSION AROUND WALL TO MAINTAIN REQUIRED EXTENSION LENGTH. 5. STAIR RAIL ASSEM LY. PROVIDED BY LANDLORD REF. BASE BULDNG DRAWINGS . BASE BULDNG VERTICAL CRCLL.ATION ASSEMBLY. RE: BASE BULNG DRAWINGS. GENERAL NOTES A. PROVIDE SHEET METAL an ` AT ALL STAIR STRINGERS TO WALL RE: B. PROVIDE ACOUSTICAL CL • AT ALL AISLE /PLATFORM STEPS TO PERPENDICULAR) WALL TRANSITION. RE: REVIEWEP��C� APPROV COMPLIAN R NOV _ g 2001 -tjb dlta BUILDIN City r W1 iOt SEAL: einle.:n rotrn rchRe vet Jacinto ■Wain - 92 no: = 1.925 504 Faxc '• 1.925.0244 CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEMMA,. KS. 86214 -1695 TEL 913 -307 -5300 FAX: 913- 307 -5400 WEB: VAWLHENDESSONENGINEERS.COM PROJECT FOR: imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g h.lincrocoto 2 V4 IN VA i'd ttrtii ha R-4<<<< a.< imicoMiliii j 2 id HUM ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- -383--05 SCALE: 1/8' -1'-0' SHEET TITLE: LEVEL 3 AUDITORIUM + STAIR HANDRAIL PLANS (EAST HALF) SHEET NO.: A811 RECEIVED JUL 12 2007 .1.. .LJt 111 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS -- - -i - -. i- IIIIIMIw -- III III NOTE KEY PROVIDE I4' RAIL EXTENSION PAST END OF RAMP SLOPE AT TOP AND BOTTOM OF RAMP. 2. PROVIDE 14' RAIL EXTENSION PAST TOP RISER OF STADIUM STEP OR STAIR RUN. 3. PROVIDE TREAD WIDTH PLUS W RAIL EXTENSION PAST BOTTOM RISER OF STADIUM STEPS OR STAIR RUN, 4, PROVIDE TREAD WIDTH PLUS 14' RAIL EXTENSION PAST BOTTOM RISER OF STADIUM STET' OR STAIR RUN AND WRAP RAIL EXTENSION AROUN D WALL TO MIAINTAW REQUIRED EXTENSION LENGTH. 5. STAIR RAIL ASSEMBLY. PROVIDED BY LANDLORD REF, BASE BULDNG DRAWINGS BASE BUILDING VERTICAL CI<2CLLATION ASSEMBLY. RE: BASE BULh1G DRAWINGS. GENERAL NOTES A PROVIDE SHEET METAL CLO STRINGERS TO WALL RE= B. PROVIDE ACOUSTICAL CL p' AT ALL AISLE /PLATFORM STEPS TO U ERPB'iCLLAR) WALL TRANSmON. RE: ink A . AT ALL STAIR REVIEWED FOR E CEDE COMPLIANC ® APPS VE® N�V _ 9 2001 Of 'Tukwila B . iIt DIVISION 1�7 -258 K e in i esn routm e ister rchi � . � . 257 an into o / ve. San Jadintordo, a • '•K Ph e: 91.92512504 Fax 1.92 .02441 Emal stk tl • c.com SEAL PROJECT FOR: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fa1c (816) 421 -1956 in ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 88214 -1695 TEL: 913 -307 -5300 FAX 913-307-5400 NEB: 1 I Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 TINEATRES J 8 1 L Y; q WeSirleki SHOPPING TOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g mEm2@mmEEfilmmlialn2@@@ HIgggggRiggiliRgiffig FQaQQQ R Q Q Q a Th oct 3Mo_w amc KEY PLAN: SHEET NO.: A81 ISSUE INFORMATION: SHEET INFORMATION: 9 2(-0 SHEET TITLE: LEVEL 3 AUDITORIUM + STAIR HANDRAIL PLANS (EAST HALF) PROJECT NO.: 223- 383 -05 SCALE: 118' - T--0' REotivED JUL 12 7.007 2 ;'i_HR ■ :.,Lx DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-- 15--07 100% TENANT PLANS IL PROJECTION BOOTH [ -._ EMPLOYEE BREAK RM MONNE -ti PROJECTION BOOTH I 417 1 �I II.p11 N11111111 t Atx J W �VJ z o _ = U -JO co a N CV _U LL. LL 0 0 \ \ \ W a ■ i o , 11 PROJECTION BOOTH I 416 I MATCH LINE A NOTE KEY L PROVIDE 14' RAL EXTENSION PAST END OF RAMP SLOPE AT TOP AND BOTTOM OF RAMP. 2 PROVIDE 14' RAL DCTENSION PAST TOP RIB OF STADIUM STEP OR STAIR RUN. 3. PROVIDE TREAD WIDTH PLUS 14" RAIL_ DXTENSION PAST BOTTOM RISER OF STADIUM STEPS OR STAIR RUN. 4. PROVIDE TREAD WIDTH PLUS W RAIL_ EXTENSION PAST BOTTOM RISER OF STADIUM STEP OR STAIR RUN AND WRAP RAIL EXTENSION AROUND WALL TO MAINTAIN REQUIRED EXTENSION LENGTH. 5. PROVIDE AND INSTALL STAIR RAIL ASSEMBLY. COORDINATE WITH BASE BUILDING DRAWWGS, GENERAL NOTES A. PROVIDE SHEET METAL CL * - AT ALL STAIR STRINGERS TO WALL. RE: B. PROVIDE ACOUSTICAL CL • AT ALL AISLE /PLATFORM STEPS TO UPB'DICULAR) WALL TRANSITION RE: REVIEWED FOR CODE COMA APPRO Nov - 2a0 Cfii Of l' IN DIVISION SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES J evin i een ro istre• A chte 2575 n J ve. Sn Jacinto Phone: 9$1.925 FFx 451.9 .0244 E N G II N E E R S INCORPORATE D 6325 ua1E A DRVE SUITE 400 u KS. 68214 -1695 TEL• 913- 307 -5300 FAX: 913 -307 -5400 SONENGCO1 amc W A T a SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g uru%) ea pa Ea m m @ m 2 mai m uv'i ERKgrOngggillgggg F °aaaaaaaaMaicau n_, 15' ‹R g, w_ pu) iw ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/8' =1'-O" SHEET TITLE: LEVEL 4 AUDITORIUM + STAIR HANDRAIL PLANS (WEST HALF) SHEET NO.: A813 ECE ED JUL 12 2007 ; ; DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 - 15-07 100% TENANT PLANS ROJECTION BOOTH 1 4301 PROJECTION BOOTH 1 431 1 CLOSE VAULT ROJECTION BOOTH IlHhIHhIIIIIII I • 1111 II ... 111111 11 11 PROJECTION BOOTH 1 433 ] 2 0 w14 0 W r z p N Z / I I I I i 0 W 0 1-- MATCH LINE A NOTE KEY I. PROVE 14" RAIL EXTENSION PAST END OF RAMP SLOPE AT TOP AND BOTTOM OF RAMP. 2. PROVIDE 14' RAIL EXTENSION PAST TOP RISER OF STADIUM STEP OR STAIR RUN. a PROVIDE TREAD WIDTH PLUS 14' RAIL EXTENSION PAST BOTTOM RISER OF STADI1.1v1 STEPS OR STAIR RUN. 4. PROVIDE TREAD WIDTH PLUS 14' RAIL. F,CTENSION PAST BOTTOM RISER OF STADIUM STEP OR STAIR RUN AND WRAP RAIL EXTENSION AROUND WALL TO MANTAN REQUIRED EXTENSION LENGTH. 5. PROVIDE AND INSTALL STAIR RAIL. ASSE1v LY. COORDINATE WITH BASE BUILDING DRAWINGS. GENERAL NOTES A PROVIDE SI-IEET METAL CLOT ' AT ALL STAIR STRINGERS TO WALL PEI B. PROVIDE ACOUSTICAL CLO'" "' AT ALL AISLE /PLATFORM STEPS TO (PERPENDICULAR) WALL TRANSITION. RE e in■e.:n ro tm n R e st� • Ch to t ry Phlne: 981.9252504 Fax 951.928.02 Enc SEAL: PROJECT FOR: PROJECT NAME: J r3P 8 a 92583 531 stk j udne.com CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421-1956 rro Liso H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214-1695 lEl: 913 -307 -5300 FAX: 913- 307 -5400 YIEB VIVAY.NENDERSONENGINEERS.COIA amc Copyright 2006 — AMC REALTY, INC AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES W AT aft& SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington w MoRgilililggggiig §gig i= ° aaaaa Qa Vii a$a'k0, (Dm arw ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/8' -T-0' SHEET TITLE: LEVEL 4 AUDITORIUM + STAIR HANDRAIL PLANS (EAST HALF) SHEET NO.: RECEIVED A814 ,U`�12 ?� °' DATE: INFORMATION: I 1141! 4 I/2' /-- EXTERIOR WALL (WI-ERE OCC LRS) FEASIBILITY FLOOR PLAN 5 -1 -06 NOTE KEY 6-7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS STAINLESS 95% TENANT PLANS STEEL DOOR JAMB I. HOISTWAY- REFER TO FLOOR PLANS FOR DIMENSIONS E WALL TYPES INFORMATION. 2 ELEVATOR CAB -REFER TO FLOOR PLANS AND SPECS. FOR SIZE NISH AND E, ACCESSORIES. - 3. ELEVATOR PIT RE= TO FLOOR PLANS AND STRUCT, FOR ADDITIONAL INFO. 4. HOISTWAY RUNBY - RE= MGF. AND BUILD G. CODE FOR SPECIFIC REQUIREMENTS. 5. ELEVATOR STOP - RE: DOOR FINISH AND ACCESSORIES AS SPECIFIED. ELEVATOR 6. E K. FRONT MOUNT JACK ADJUSTABLE SILL I STAINLESS STL DOOR JAMB — _ r 1 1 I ^ 01 0 10 FIN. FLOOR (RE: SCI = - 1 F II —CONC. TOPPING (RE L.ES) t= iilthI111�lI>,'[I i= �' . ifii" "lam = =n ,,.. >1 E _ _=� -`` Li3 r. " c=am y -- 1 � I ----. — -- I I I \ 0 1 I I II J1 RE _ - — i I _ _ �srrrar r 4 o . .£ -.l I U` :I d V A - ° - . ° • A • "4 4 ° ° 4 a • ° � : •• • •' . • o v ' V _ . . - . 7 +7 .7 7 �* .4h. .411.. ' • N ` \ I F , S 3458 �"iIIIIIIIIIIIIIIIII1IIIllI FASCIA PLATE/ TOE GUARD I P 4 .4 ° 4 ' d�'• 4 o Q- • • e • a 4 A 44 �+ 1 I a I I� I RE= MGF. FOR ADDITIONAL INFORMATION. WALL ASSEMBLY REF. WALL TYPE REFERENCE FLOOR PLANS 426 SERIES. 8. CMU WALL ASSEMBLY REF. STRUCT. DRAWINGS 9. CONCRETE FOOTING REF. STRUCT. DRAWINGS. 10. HOISTWAY WF BEAM, RE: STRUCT.DWGS. II. ELEVATOR GUIDE RAIL SUPPORT COLUMNS. RE: STRUCTURAL DRAWINGS. 12. ELEV ATATOR OR VERT. GUIDE MANU RAIL ASSEM BLY BY E LEV. VENDOR DATA INFORMATION. 13. ELEVATOR PIT ACCESS LADDER. RE: 12 ; 'iry • n-' " ;�i ;w _ '. A 4 Vi • - . - • Q - - ° . ° a• A v .° • . • • • -- -- �'- — - I 1 I r II ,'V 'V ♦7 � � + lk .w AIL ' V 'V V V ''V ' ' 'V V +�+ AL. � f � ► www ,► ��r � . .. AL. 'V . *� .".., ♦ + ` �. iN TYPE SCHED. STEEL ANGLE SILL SUPPORT. RE: STRUCTURAL DRAWINGS 7 CONCRETE WALL EIFS - RE: WALL SCALE _ - 13 SILL OONC. WALL DETAIL SCALE: _ � � J JAMB • CONC. WALL DETAIL S CALE _ � 5 ELEVATOR PLAN SCALE SCALE _ riTh 3 "_, . _p" 3'1=1 . _p" -O" I V4' 4 VT EXTERIOR q Z` (WHERE WALL OCCURS) STL. (RE: TOPPING DOOR JAMB 10 STAINLESS S I ttL " GYP. m STUD BD. LINEAR. FRAMING I ADJUSTABLE SILL ( I i f ( ( V A821 .. . D FOR R E LIAN CODE CC"P �p'�CE ��� "VE® TD ukWila CltV °f B �LD�N �� STAINLESS DOOR JAMB F — — 7 1 I FIN. FLOOR SCHEDULE) COO _ i CONC. CRE = SCHEDULES) I _ — 0 i - -- RE: ` I I MI .11 .tp/I 9 i III 4 a 4K w 11 JL t Cn y w IIIIIIIIiiiiiiiiiiiiilll ° - V T(aR FASCIA PLATE/ TOE GUARD a, 4 a Q4 a . •- a •4• e a ° a fi I J ril I I 0 B.. rtio - F' ,‘--..._ TYPE SCI- -EDULE AS SPEC' D STUD FRAMING U4I5 OR U492 � 2• REF. WALL EXT. FINISH J RUNNER o .. , t STEEL ANGLE SILL SUPPORT. RE: STRUCTURAL DRAWINGS I I I I I I U.L. DESIGN ) I I II 1 1 I I I I SCALE ` 14 SILL STUD WALL DETAIL SCALE _ X16 JAMB STUD WALL DETAIL SCALE = t• � 3 " =1 ' -p " 3 "_ . _p" > L . G, e 4 4 4' FLOOR LANDING ON SIDES OF JAMB IL- 'I i I i I I H I I ! I a NUMBERS BOTH DOOR (7 -� II i1 I I I I I I I 1 I I I i � i I I H:. �- LANTERN ( I EL i 4 CONC. PIT WALL 3/4/" 0 ROD RUNGS CALL BUTTON NOTE _ N ..� - � I- � II- II- = II- I1- Il- 11 -11= 11 =11- 11- II -11 =11 - _, - 1= 1 1 - 11 11 - 1111 _ , ; i1 - I1- II- 11- II- II -I -1 1 I I 1 = 11 =I I- 11 =11 ; �I I� - 1 - ® STL. PLAN a. ti) b ) ) 1 :1 - d9 T h - co co . - REF. STRUCTURAL. DO/ I' -4' ., I ° II `° THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES 11-ROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATION OF TI--E DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 72 SCALE 7 ELEVATOR SECTiON SCALE � GENERAL NOTES .0 ,I aaanx.wrnarrn• T. MU ��4 RUNGS ELEVATOR ELEVATOR ENTRANCE DETAIL NONE 1/4 I O " 5/8" MIN. NUMERAL ,-EIGHT Ski PLAN A. REFERENCE SECTION -6, ELEVATORS, SHEET TIO2 B. THE CAR INSIDE SHALL ALLOW FOR THE TURNIN OF A WHEEL HAIR. THE MINIMUM _ WALLS OR BETWEEN WALL AND BETWEEN EXCLUDING RETURN PANELS, SHALL NOT BE LESS TI -IAN 68 INCHES BY 54 INCHES FOR SIDE SLIDE OFFING DOORS AND SHALL NOT BE LESS THAN 80 INCI -ES BY 54 INCHES FOR CENTER- OPENING DOORS. CBC 3003.4.7, a gPER SNED. o , PLACE STAR 3� DE DIAMETER FLOOR NO. CONTROL PALL \ ( a z � M I ONG 1 S . a ,' AL \ < o 4 2" X 1/4" PLATE WALL I/2 A m ADH ANCHOR MAX. H BENT WIC o 2' -6' T' ' '� " 4 I /2' • :::: • - 7 ( RE: WALL TYPE SCHEDULE FINISH AS ` a .O-.I E SPEC'D r r OR EQUAL 2 X I/4 " WATERPROOFING E SEPARATION 2 0 40 1 C 4 o . I I - • :• J. RUNNER • STUD FRAMING 1/2' 3= HO'VOtlddb 30IS a 'X'VW .i Q HO`Va1dd'l 1N0d=1 - )(VW .9t7 agg$182.! )000001 ron 415•7 • RAIL • I • • • • . y . RE= STRUCT e o 9 V. Q . • • o I I ±° L 'NIW .Q �- r -- PIT FLO R d001=1 a/OA'V .NIW .L8 S C • 4 G d ■ C 4 A a .. ' AM DRAWINGS $ G -�-^ -- 8 ELEVATION SECTION STAINLESS STEEL JAMB/HEAD Y 4 a 0 Q Q 8 V4" U.L. DESIGN U4I5 OR U492 - /7/ / (A) ELEVATOR CONTROL (B) MAXIMUM INSTALLATION PANEL DETAIL HEIGHTS ABOVE CAB FLOOR SCALE _ r X 15 ELEV. STEEL LADDER DETAIL SCALE= j-4 ELEVATOR CONTROL PANEL SCAL 8 HEAD STUD WALL DETAIL SCALE= 4 �, " = , . _p" NONE 3 " « , . _ DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 8 ' e!ist- re. chte 5 . J• "nip •.ve. J "fltD 92583.5318 _ Ph•ne:951.925 504 Fax 1.9 .0244, Email- sUt(arsUdnc.com SEAL: CONSULTANTS: Norton 8c Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 HENDERSON I N C O R P O R A T E D rri 8326 LENE7AN O E SUM 400 MOW KS. 66214 -1K05 la: 913 -307 -5300 1 FAX 913 -307 -5400 PROJECT FOR: I Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES ly AT ad& SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington r nh9MO ' '�iiL�i ►E[fi' . 'iw —' aVI 4Vaaa in to aW ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: ELEVATOR DETAILS SHEET NO.: A821 4 N PROJECT NO.: 223- 383-45 SCALE: E•CEIVED JUL 12 2007 DATE: INFORMATION: 4 -21 -05 SEATNVG VEW ANGLES 1 -I S-I L-1 I ,...., i■•• 1 FEASIBILITY FLOOR PLAN 8EATr1Gv1EwANcLE8 6 -7 -06 - -- - -. _ 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 1 1 11 11 111_1. 11 ' Ill in r - 7 CO N T V ' .. - . � __ � _w��.� ' . _____� DIN _ SEATING ROW - I VEIN ANGLE - 49' 8 OF VIEWABLE SCREEN = 100% = �' \ 4 # - ill �1i iii � � � - •,:• - rte + '" *►_ a I i SEATING ROW - I VIEW ANGLE = 49' 8 OF VEWABLE S -111 , S EATING ROW - 2 VEIN ANGLE ` 44' 8 OF VEWA E SCREEN = 1008 % _ r ,. � r �r CT N _ it ill ) , ` � i ] i 1 - � i i i ....._ , - I � ' iii: T 01 d1 i SEATING ROW - 2 VIEW ANGLE = 43' 8 OF VEWABI.E S -_ SEATING ROW - 3 VIEW ANGLE - 36' % OF VEWABLE S� .... ... ..... .____- -- , e. , , '\ , . I) 11111111 1 S EATING ROW - 3 VEW ANGLE = 39' 1 CF VEWABLE SCE = 1008 `''` Ri { SEATING ROW - 4 VIEW ANGLE = 35 LE 1 OF VEWA SCREEN - 1008 . SEATING ROW - 4 ACCESSIBLE SEATS VIEW ANGLE = 28' VIEW ANGLE t 27 ' % OF VEENABLE SCRE9+1 =1008 % OF VEWABI.E N `1008 .. !! ` It R` UI ,... .. SEATING ROW - 5 VIEW ANGLE = 29 ' 8 CF VEWABLE SCAN =100 ! .- AC CESS®LE SEATS VIEW ANGLE = 28' 8 OF VEWA SCREEN =10 r O �� F � _ .:_ - I - UI + � � .. =:- i i it i SEATING ROW - 5 VIEW ANGLE ` 24' 8 OF VEWABLE SCREEN ` 1008 i .■.. '�'� '_: SEATING ROW - 6 VIEW ANGLE = 26 ' 8 OF VEWAE SCREEN =1008 1111 � sil � ; .,.- i :Y"• SEATING ROW - 6 VIEW ANGLE - 20' 1 OF VEWABL.E SCAN = 1008 8 OF VEWAB L E SCION =1008 t I SEATING ROW - 7 VIEW ANGLE - 22• 8 OF VIEWABLE SCRE�IV `1008 3 ■� , ti . ` , Ill s 1 MI rn 1) UI rn SEATING ROW - 7 VIEW ANGLE - 16 • ,. , ii l �11 . -� SEATING ROW 8 VIEW ANGLE 21 8 OF VIEWABLE SCREE N = 1008 1 OF VEWABI E SCREEN `1008 8 of VIEWABLE SCREEN =1008 II = r �- SEATING Row - 8 VIEW ANGLE - 13 • 8 OF VEWABL E SCSI `1008 C ��!! 0 #! !JI +' ..._ • �. M ll 1 �� `'""� __ , .3 I- SEATING ROW - 9 VIEW ANGLE - 10 ' 1 OF VEWABLE SC 1 I _ SEATING ROW - 9 SEATING ROW to VIEW ANGLE C7 V IEW ANGLE - 15 ! 1 6 .... .,;. . a.. � i .r IN ii ! . rte. �] X17 >- -- Fr ` 3-.:4 � F " _tt r I ■i !i a iw_.. - SEA TING ROW - H VIEW ANGLE = 13 1 OF VIEWABLE SCREEN _ 1008 0 - �" �i" ) • . _ I ' - + 0 .._. I+ _� i 1 ! - Auditorium Number (s) ( ) # 5 , # # 13 , # 1 5 7 , 1 r no -" - ! � C ._, _ <. in ,.,._�....._ iii $I r .s. . __ - C Ri K ; ;. 1a'lol ■I I +! `w !i J �� ,•:. - P ' WI + L-- : . T: . 0 i 1 0 --- . i SEATING ROW - 12 _ VIEW ANGLE= 11 • • 1 OF VEWABLE SCREEN ` 100 N] °N .._ w 1 ] - -- �` ... . O Screen Wall to Booth Wall 56.50 rn `.`I �: ' 1 rl _ . .._ O SEATING ROW - 13 VIEW ANGLE = 9 ' 1 OF VIEWABLE SCREEN =1008 ' • J 0 w .ww _ ■I � � .' #I � tr a �/ ' ] : i ] ! ii Screen Wall Req'd Height 25.46' Pvd: 27.00' I I■ .;_� I a Screen Size 36.00'w x 19.46'h ` - Top of Picture to Ceiling 4.04' • �+ s Auditorium Number(s) #1, #2, #9, #10 l-�"" ! .,, � r I A' Bot of Picture to Floor 3.50' , . - .' �.. - � : "_ - il�`f Screen Wall to Booth Wal 79.10' , ... � ` _ - ill i 11111 ill iii �• Screen Wall Req'd Height 33.03' Pvd: 34.41' ` . - /,) - -- NOTE! AMC SCREEN AND LENSE CHART, SHEET T105 "' { } Screen Size ► r P / ' .� �� Top of Picture to Ceiling 3.89 •J , • •i I 4 ' ttI Ii �. iil __, . � I ,�:..�' -. Bot of Picture to Floor 3.50' _ :.R_ � I , 34' -2 5/8' NOTE= RE NCE AMC SCRE I AND LENSE CHART, SIFT 1105 � � I I AV i Ar 79 -I _ - 1 - __ MMAW 1111 111111111101111111 — 1 — - i —._ �� �� — ` °" -� _._ -� _ — 44' -7 7/8' o-0 FFE — -.. c.1 +0-0 FFE co ±0-0 FFE I- r — o N `' ` .- ■ — -- ■ mkm mme - TOP .fir co -� N♦ - =- 7 -- - voi �" dimilorni Sri ._ "_. _� � � r♦ ♦ � > a �� ' � "- RISER +7 o RISER +13-0 ; LOBBY o• - - - - �, J TOP ` ;` + 4 -6 � . �j ` "- 3-0 +11-6 ' �� � . _ �� 11111 �_�_ rww■. 1j ,- +4 , +2-6 +I 4' -0" 7'-6' 4'-0' 4' -0' 4'-0' 4'-0' 5' -0' .. I7 19'-6 V2' 4' -4' -2-0 C ��- 9 _ �~ 0 _" ` ' -: � _2_6 AUD LVL $ Co ♦ ' - -- -` a ) � ; 56' 4 I/2" �; � % _ +0-0 LEVEL , -1-0 •. ♦ 4' -0• 4'-0' 7' -4 4' -0 4' -0' 4' -0' r 4' -O r 4 -0' 4' -0' 4' -0• 5' -0' 26'-5 V4' 4' -4' -2-0 -2-6 AUD LVL .1.__ - -� 79' -I V4' f ( AUDITORIUM 15 17 4113 115 SCALE _ � AUDITORIUM 11 1 2 , 1 10 SCALE I /8• =I' -0' I /8 " =I' -a` /Zr ASIG VIEW ANGES SEAliNG VEW A% ! _ ><1 il 1 IM1111'„ �,_I • I•II III$III• jj { SEATNG ROW - I VIEW ANGLE - 50' 8 OF VEE WAEi..E SCREEN -100% SEATING ROW - I VIEW ANGLE K 50' 8 OF VIEWABLE SCAN `1001 - \ \ \ \�, - 1111 Ira SEATING ROW - 2 VIEW ANGLE = 45' % OF VEWABLE SCR EN = 1001 j V 0 0370 • rn `r r I N Q` �� • •• •• ! r ' •• *�� ` •• �_ � +1 s SEATING ROW - 2 VIEW ANGLE ` 4T 8 OF VEINABLE SCREEN ` 1008 i :• .. - O r ■ -� �� r S EATING ROW - 3 VIEW ANGLE - 34' 1 CF VEWABLE Sc SCREEN ` 1008 • L TI Q t � ; > " IPA �: -ir =: R CE ' COD C MAPLI SEATING ROW - 3 VIEW ANGLE - 39' % OF VEWABLE SCREEN `1001 r� ,• `""� SEATNG ROW 4 VIEW ANGLE = 25' 8 OF VIEWABLE SCREEN =991 r•- .••• "-- ; ! ] SEATING ROW - 4 VIEW ANGLE = 34' - 8 OF VIEWABLE SCREEN 1001 ! ! b •---� - 1 " ._ '� i _' �! l ACCESSIBLE SEATS VIEW ANGLE - 25' 1 OF VIEWABLE SCAN =1001 ■ � I rn a� ' I SEATING ROW - 5 VIEW ANGLE = 27' 1 OF VEWABLE SCREEN = 981 -' `Y '" - a SEA,TNG ROW - 5 VIEW ANGLE = 21 1 OF VE NABLE SCREEN =1 m � IN 1 _ A i ACC�SSI�E SEATS VIEW ANGLE = 25 8 OF VIEWABLE SCREEN `1008 '. 33 ' SEATING ROW - 6 VEW ANGLE = 17' 8 OF VEENABLE S( N =1001 • ! • I ■ SEATNG ROW - 6 VIEW ANGLE = 23' 1 OF VEWABLE SCREEN - 1008 -y ""` ,,"� '•" '1mm_ .III - .,.. " SEATING ROW - 7 VIEW ANGLE = 13' 8 OF VEINABLE SCION =1001 .i :_ '� rn SEATNG ROW - 7 VIEW ANGLE _ 20 1 OF VIEWABLE SCREE - E001 n c ,...- l _.._ ��I � • : •• • _ I � "''- � i t . �_ .,.. . •, • • _ _ + �•I i ■ „_ ❑ -I il r ► rn .:- ri I .. SEATING ROW - 8 VIEW ANGLE = 10' 1 OF VEENABLE SCREEN ` 1008 ' » ~. I " _- I ! �I ! - � _ ! "' �� .- � � �� ®.� SEATNG ROW - 8 VIEW ANGLE -18' 1 OF VEWABLE SCREEN -100% `• ` • E _ � � " ' " . "' _.-- j - i l " `- ."• rn r"`.- : #firi1rL I - - + ' ; ± O O Ill �f � 11 ';,_ I ' �` 11 m1l in 3 � _ � ` t ! - 1 I l "•� MI N v _ 2* . � V COY 6 N G SON SEATWG ROW - 9 VIEW ANGLE a 14' % OF VEWABLE SCP.IBEN = 1001 I _ + -'n'r 11 - `� � _ !�E � : :' - - . - I1) I r--. _ . ... � �� �` Auditorium Number (s) #4, #8, #12, #16 SEATING ROW - IO VIEW ANGLE = 10' 1 OF VIEWABLE SCREEN = DM + '""` W I DID B - Scree Wall to Booth Wa ll VARIES PER AUD tr �� � O Auditorium Number(s) () #6, #14 • ' it � Screen Wall Req'd d Height q g 2 3.76 ' P vd: 24. - rn --" ``-- "" — il ' �' N -� � ``' I �� r i _ ,,.._ �� �`_- . ' !1 l_II_' C Screen Size 31.00'w x 16.76'h "'"r I Mill -� - Screen Wall to Booth Wall VARIES PER AUD ;;: '°* � �j �� � � -' - �� �- !1. mom Top of Picture to Ceiling 3.99 � Screen Wall Req'd Height 26.81' Pvd: 28.00' � .�� ; �f a to reen Size 2081'h :_ � �j �- ... p � �� !1 K �..�. � _�. .� �_ ��� � ( ! D ■ 1111 ■ !I - _ ,� Top of Picture to Ceiling 3.69' NOTE= REFERENCE AMC SCREEN AND LENSE a- Ia,RT, sE-�r TIoS .�_ _ ) � MM. Sot of Picture to Floor 3.50' - • !" �J / r I 1111 I MEMO Q f by- 3N08' - - - 7 •,...........2,45 1111111111 NOTE= AMC SCREEN AND LENSE CHART, SWEET T105 ,_nk 1. 4 ♦ { ! li ' 8 Q ±0-0 FFE `�' 0-0 FFE .1 ■ "� 1 :i C7 ♦ N / MU PORT ♦ tr, `�- - _ - PRO-. PORT ro t ` . 9 _ ._ 1 �� - ` ' �a111 • �.. � ` �., ♦ Y - . PROD. LEVH. Cn ♦ k (V— i._ n ♦ `' ♦ TOP RISER +6 4 e� TOP RISER 4 • ' � _--_; 4 +4-6 s tn 4 -0" } �� +4-0 ~ „mins" o ' � � 4 -0' O _ ��__ 4 -0' � ��� �� 4'-0' +{-0 � - . ' :, , LEVEL �' -I-0 — - - �: i 1. - LOBBY 4'-0' 8'-I" ..�� 4'-0` 5' -0• , . 16' -7 ' 4' -4` r 4' -0' 4' -0' • 7'�5• 5' -0' 4 -0' 4' -0` AUD LVL 20' -2 ' 4' -4' -2-0 r 50'-0• - r _2_6 r AUDITORIUM 16 #14 SCALE = 12, AUDITORIUM #4, 18, #12, X16 SCALE: r 1/81 18. =,._0• DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 - 1 - 06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS II e 2575 Phone: 9 SEAL: ■ E5flK ■ e I e n ro - n cno t Jacinto OafiT• a92 Is - re J to .ve, 1.92504 Fax CONSULTANTS: Norton Sc Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 PROJECT FOR: rem ENGINEERS INCORPORATE D 6325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 IEL: 913 - 307 -5300 FAX 913- 307 -5400 MIEN: WYAMENDERSONENGINEERS.000,4 amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT a SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington uJW LuWtM IJ u >= °aaaaaaaaaa1a mommaµ, J 2 r1 g, w 0 ,g 0!,, 9 (-) ihtiEgMilHoM KEY PLAN: 1.92.021`I Em -. t stic@ tfdnc. ISSUE INFORMATION: SHEET INFORMATION: SHEET TITLE: SIGHT LINE DIAGRAMS SHEET NO.: A911 PROJECT NO.: 223- 383-05 SCALE: I /8 " =I' -0" RECENED JUL 1.2 2001 i i Li SEATt1G VIEW ANGLES #3, #11 Screen Wall to Booth Wall SEATING ROW - 1 VIEW ANGLE - 50 • % OF VEWAELE SCCEEN -100% SEATING ROW - 2 VIEW ANGLE - 44' % OF VEWAL .E SOREN -100% SEATING ROW - 3 VEW ANGLE = 39' % OF VEWABI_E SCREEN -100% SEATING ROW - 4 VEW ANGLE a 34' % OF VEWA _E MEN - DOI SEATING ROW - 5 VIEW ANGLE - 28 ' % OF VEWARE SCI EEI - 99% ACCESSIBLE SEATS VEW ANGLE - 27 ' % OF VEWAI3.•E Sc R EN -100% SEATING ROW - 6 VIEW ANGLE - 24' % OF WORE SCSI -COI SEATING ROW - 7 VIEW ANGLE a 21 • % OF VENAB.E SOON - col SEATING ROW - 8 VIEW ANGLE - 18 • % OF VEWARE SCREEN - KIO% SEATING ROW - 9 VIEW ANGLE = 5 • % OF VEWAELE SCREEN - OM SEATING ROW - 10 VIEW ANGLE - 13 ' % OF VENARE SCREEN d DO% SEATING ROW - II VEW ANGLE = ID ' % OF VEWARE Sc RIEBI =100% Auditorium Number(s) #3, #11 Screen Wall to Booth Wall VARIES PER AUD Screen Wall Req'd Height 29.51' Pvd: 31.25' Screen Size 43.50'w x 23.51'h Top of Picture to Ceiling 4.24' Bot of Picture to Floor 3.50' - 1 AUID1TORfUM NUMBERS I i CN. WALL TO BOOTH WALL = :1 i . ; r ., �. yy8 �' � � 3 -_� ��" �s� r 79.10 3?- •r_, f ;:Jr. 2 6 ;1� ��_� . -.�.�' -•l� .r ..f r?. . f% - 50.00 - _ :.; : °:• ��; '4= 3" �'i: � �; ,� � �S.'i_.. ��.."- •'ol;, r te - .. .. - J. �`' = ii i 1■ 56.60 ��.�. � =�f� -if-:. .. F : W ' J-0 5 � f ':3w 7� . ate y- /s•7.-Y. r.•:"s�- G.�; � � I�I ...� 61.00 � ..,: � .�� r�•� t• j _ - -• .. �:... �.� i• , .r.mA •� - x.- � -.=rr �::r � �f� ll I� 67.30 2 3 EIGHT TO CL OF PORT SCREEN FRAME STANDOFF 7.50 2.50 12.00 2.50 12.00 2.50 11.00 2.50 • 10.50 4 5 6 Available Ceilin' Ht. EFFECTIVE THROW] RATIO Recommended ceiling NJ required 34.40 77.60 1.50 33.53 33.03 24.25 48.50 1.51 23.26 22.76 27.00 55.00 1.45 25.96 25.46 28.00 59.50 1.49 27.31 26.81 31.25 65.80 1.43 30.01 29.51 7 WIDTH AT SCREEN WALL 52.80 33.10 39.00 41.00 46.90 8 SCREEN TYPE Pert 1.8 GAIN Pert 1.4 GAIN Perf 1.4 GAIN Pert 1.4 GAIN Perf 1.8 GAIN 9 MASKING (Moveable Type) Top & Bottom Top & Bottom Top & Bottom Top & Bottom Top & Bottom 10 SCREEN FRAME (MAX) 52.30 x 33.03 32.60 x 22.76 38.50 x 25.46 40.50 x 26.81 46.40 x 29.51 11 SCREEN FRAME (BUILD) 53.00 x 29.00 33.50 x 19.00 40.00 x 2 40.00 x 23.00 46.00 x 25.50 12 I.EACING BAR AFF 3.00 3.00 3.00 3.00 3.00 13 SCREEN (calculate) - •� 52.00 x 29.00 32.50 x 18.00 39.00 x 21.00 39.00 x 22.00 45.00 x 25.50 14 _ 15 E =�� -- T :� -:::_ ': - . ..w S. R>» N.(:. sl �) �� ..- .�r.� �- ::_- -:� -'_ (SABLE PICTURE AREA - :: • o ��x _ ... �28��0Q� 51.50 x 27.50 - • - ��2F -5o�._ :� .soo ° -L 32.00 x 17.50 - - 3�so= �xr =� SoSVt 37.00 x 20.00 - - - �4 •�o-:� .�• - oo -��� ..4._ __ - _� 2.. 39.50 x 21.50 - s �o j� �_ - ��� . .... 0�.�- .x:��45�. 44.50 x 24.00 16 FLAT PICTURE 50.00 x 27.03 31.00 x 16.76 36.00 x 19.46 38.50 x 20.81 43.50 x 23.51 17 �1-A'1 FLENSt�. -; 3'•'- r.: 1 :,.:: �- ...yi:'� = =� M .._:...._ .. = "r = ' 32 5r ;US= rHD ++ P 32 S r i). . D: ; • - y • inm' . , ir.keL 3 rim =US Ht 2 _.. ... , v - 1 32Wil =J& HD4 . L _ . .... � - •._ .., 18 SLAT PICTURE AFF 3.50 3.50 3.50 3.50 3.50 - 19 1"OP OF PICTURE TO CEILING 3.87 3.99 _ 4.04 3.69 4.24 20 FLAT RATIO 1.85 - 1.85 1.85 1.85 1.85 21 SCOPE PICTURE 60.00 x 21.30 31.00 x 13.19 36.00 x 15.32 _ 38,50 x 16.38 43.50 x 18.61 22 SPORE 1 ' : Y - _ : . - _gt . 65 1rirn 1 A,,:. W 6 IAA_ - -t1SH 6 1 m - .I. SUS=`: ' -- ..... _ �:, _ .._ . �.� 5 .. AY,_. - 6 .rtlm.. �-� � SOH � � - 55. A'��US.H - 23 :COPE RATIO 2.35 ^ 2.35 2.35 2.35 2.35 24 ROJECTION ANGLE 4.0 10.0 9.0 8.0 7.0 25 ADA SIGHTLINE ANGLE- OTHER 28 24 27 24 27 26 27 MASKING MOVEMENT Chord Dpth using 1/20 rule /Radius 5.73 2.64 129.35 3,57 _ 1.66 80.60 4.14 1.95 98.48 4.43 2.05 93.77 5.00 2.35 109.11 28 29 Screen ARC Len ■ th ' st. Crop Scope Sides (both) 51.36 0.06 32.23 0.00 37.27 0.00 39.78 -0.01 44.83 0.00 30 Dail Drape Standoff _ _ 0" 0" 0" 0" 0 " 3 1 t#1asking Motor Location ^ 6' off Center 6' off Center 6' off Center 6' off Center 6' off Center 32 Mt Exit door from scrn wall (need) n/a (5.34) 299 nla 4.36) 104 •- ....• --- n/a (4.65)' ..... 144. - • • n/a (4.75) 170 n/a (5.05) 220 Of Seats 34 Xenon Size /CFM 4.2K GS 750 cfm 3K •• ...750-cfm Y - •4K •.••-- • - .. • 750 cfm 4.2K Gs 75o cfm 4.2K GS 750 cfm 35 4 -ti �.� .'4y 36 Ponsole Riser Height T . „, -i. s•,'r3 '•,? „,'73'5 ry.. : `s N/A :M�i 2.i , S� 27 ^%- t .L�' d'/,�$•C:a N/A ', i 4 . �.'$t _ S �4 . � R7"�. NIA a-•ry _ �n:M' . _!. e _ a•s - -_ _:. MEDIUM 6 N/A �" �SK� .� ?' y. + ..+�. .. 4t.•_. N/A ; .P"�y + , LARGE 6 Sound-System Type /Channels LARGE 6 MEDIUM 6 MEDIUM 6 37 Sound- Processor Type CP -650 x 1 CP -650 x 1 CP -650 x 1 CP -650 x 1 CP-650 x 1 38 Stage Speaker Model _ 4632 x 3 3632 x 3 3632 x 3 4632 x 3 4632 x 3_ 39 urround Model /Quantity 8340A x 18 8340A x 10 8340A x 12 _ 8340A x 12 8340A x 14 40 ubwoofer Model /Quantity 4642A x 3 4642A x 2 4642A x 2 4642A x 2 4642A x 3 N O T E S I I • DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1 -1 -07 100% TENANT PLANS NOTE' RICE AMC SCREEN AND LENSE CHART, SI-EET TI05 4I' -2 V8' AUDITORIUM i3, N91 Len Chart OROJECT: GALLERIA AT TYLER 2 02 r Aga . a' 46' -57' 70' -80' 13 -0" 17' -O" :u r ■`n .'? .:'i @ " 3y - �`��` alf 9Q+' 20'_0" i TABLE SSR STATUS = 30% PLAN SET Notes: • Surromul height dimensions are a f f. •in searing area m bottom of speaker • *Rear Wall Speakers should be totaled as high as possible cufl when finished ceiling height prevents installation bt7he height shown in table SSHatleft . LIMO. RDH 4/04/05 SURROUND SPEAKER LOCATOR HOUSE NUMBER 2, 6,11,15 3, 5, 12, 14 4, 13 7, 10 1, 8, 9, 16 49 55 60 66 78 TOTAL SURROUNDS 10 12 12 14 18 3 4 4 6 3 4 4 5 6 FIRST SR rear of and 10 10 10 10 10 ;$-.: #3 SR 21.42 18.95 20.07 18.56 18.45 32.83 27.90 30.13 27.11 26.90 N/A 36.85 40.20 35.67 35.36 • #5 SR -f #7 SR N/A :N /A 44.22 .: 43.81 :TN /A • N /A: •: :NIA•••" 52.26 E R . FIRST SR S GeN�:;8 THI I L &RofCtr e _ L &RofCRD SR tr 4 4 4 4 6 5 5 5 5 5 15 15 15 15 15 -. N /A : /A.... .- N /A .. 25 AMC SCREEN AND SPEAKER CHARTS SCALE _ 2 I /8' -I' -ON NOTE' TI --ESE CNARTS ARE PROVIDED BY AMC DI RING TI-E DEVELOPMENT AND COMPLETION OF THIS SET OF DOCUMENTS. AMC SHOULD BE CONTACTED BY TI-E GENERAL CONTRACTOR AND FFE CONTRACTOR FOR UPDATED CHART INFORMATION OF AVAILABLE TO VERFY THE CONTENTS WITH IN TI- E CHARTS PROVIDED. Revioeo FOR CODE COMPLIANCE APPRO � 2001 0 Nod _ 1,8 It COY Oi P ION B SCALE NONE 3 < em en routm = eist - re• • chite•© 2575 = n J- � n taAve. Jacnto �n -�s,i= Ph • .9r .925,2504 ' . 1.92,0244 - SEAL: 4014 FII I CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENG INCORPORATED 8325 LEKM DIME !WE 400 LENEXA, KS. 66214 -1695 TEL 913 -307 -5300 FA) 913 -307 -5400 WEB: VIWILKSWERSONENG{NE RS.COIA PROJECT FOR: rig amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES W AT J SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington i^ ° aaQaa�aaaa�dasO a LW ISSUE INFORMATION: 2 9 co 2 8 KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383 -05 SCALE: 1 /8 " -I' -0" SHEET TITLE: SIGHT LINE DIAGRAMS SHEET NO.: eF RECE L g JUL ! 2 2007 A912 •L : ; :.L:w ; Li 1 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 l" STANDARD (I.330" OD) 5-1-06 9 6- -7--06 1 I/2 ' 7 -18 -06 UNIVERSAL 70X30 PRA METAL PROJECAB. (FLAT Q TION PORT. CONTACT: / CHAIR DIMENSION 1 -15 -07 ` • 100 LIMVERSAL CINEMA SERVICES, 2180 V4 ' GLASS Ti? _ / HOLD / 20 9n6' . B ASS STEEL PIPE RAIL. PRIME E PAINT STF.H LUG WELD TO PIPE /1" RISER IRww SIGNATURE STANDARD 0.330` OD) HORIZONTAL PIPE TOP RAIL WALL FOR NINBER OF RS. / pRpJ, l'-5 I/8' LENS POSITION 6 3/8' 1 I'$ V. 8" 2•( � r CONCRETE DECK WELD PIPE TO SLEEVE PRIME PAINT f P-18 (ES) C U I ( I E I. Fr 0S EU1R0 I' -8 I/2" Al I! ' € ;:';;'l II;; •F• Ih PROVIDE 12` WIDE, 16 GA, wlv I uvuvu5 rREVVED TO FLAT STRAP BACKING, SC FRONT FACE OF METAL STUD ASSEMBLY DIRECTLY LENGTH OF — — — — / l I 0 O I TRICUILATION OR MOIJIVTED FROM FRONT EDGE OF SEAT BUCKET TO FACE BACK FACE OF FOOTRAIL I STANDARD 0.330" OD) -4 PRIME & ' �� • _ ` NANDRAL I ' N � . " T ' LJ _ I cn IY r STANDARD U 330" OD) STEEL PIPE ° Bs �W1E CONTINUOUS � PAINT WITH RETIED CUSTOM FABRICATFABRICATED HAf�RAIL BRACKET (SIM TO RTS WAGNER 1765 W/ 0 7/16 EL �"" HOLE. STYLE F7 DESIGNED TO HOLD 11-E 0 I' PIPE OFF THE WALL I`. SPACING MAX. 60' 0/C, MAX 12" FROM ALL ENDS AND TRANSITIONS. PRIME AND PAINT V PRE -DRILL HOLE THROUGH BRACKET EscuTCHEON PLATE, WALL BOARD AND F LAT S TRAP BACKNG, TO RECENE ONE FLA ST " I N°Iik �ICA �PIT�E � / STANDARD D 0.330 OD) HORIZONTAL MID RAIL PRIME PANT II k E <--- 18 (ES) ( I 17/8" g .^ PROJECTION PORT WINDOW PRE-FABRICATED r CAST STEH E SC T CI -EON CO VlB2 TO RAIL COLOR. TCH • 2 8' �r I' -7 V8' II 3/ I' -7 U8" n 3/8' T 7 t s 3 I' -11 5/8' AS VEINED FROM PROJECTION BOOTH 7 V 6' RISER r r 5' 10 5/8' WALL TOP OF PLATFORM WI-ERE OCCURS t ,� _ / is . I ASSEMBLY SCI - DULED TOGGLE BOLT WITH LOCK WAS-ER. COLOR OF BOLT AND WAS-ER TO MATCH BRACKET. INSTALL TOGGLE BOLT AND WASHER ONLY AFTER SPECIFIED WALL F NISH IS INSTALLED. CAULK AND PAINT TO MATCH N PLATE COLOR. E PLATE WELDED TO ( f r PROJECTION PORT FRAME 7 FACE OF CONCRETE DECK CORE DRILL ELEVATION Acoustical G (3) B��T Gyp. (I) Layer 5/8' G Steel Panel OR PROJECTION LEVEL FLOOR 5' - 7' ompletety In , sill. 8 7/8' / * 5 U2' VERTICAL RAIL 3 DEEP INTO CONCRETE SLAB. WITH 1-11G14 DRYPACK WI Y.. 1 -• r • • _ / 14 3/8' SET FRAME 0-EAD SILL JAMB) IN PECORA ACOUSTICAL SEALANT, - — s. T +: • •: * :•: ' Metal Frame � Auditorium Side CONTINUOUS. WRAP SEALANT UP SIDES OF FRAME ❖�•, '''''+' = =3 : ..•.-` •••:•:•:•:. 4. t - - V2' OF STRENGTH EPDXY GROUT. 48" HOLD X of Bd - - - t - WALL AS 1- ANDRAL BRACK EXPANSION ANCHOR (TIP 2) STEEL TUBE SLEEVE V4' TI ■ / / ... 1 1 1 -TICK I STANDARD (1.330" OD) PIPE ALL DIMENSIONS ARE BASED ON THE IRWIN SIGNATURE 72870541E CHAIR AT THE FIRST ROW ONLY ON FRONT OF THE 6" RISER) • OFFSET OF 5 VT IS FOR 6" RISER ONLY REAR WALL ACOUSTICAL PANEL ACOUSTICAL WALL ...,. . ❖.•. :•g •• ...,. '» PLAN �- RE: 1,5 /A1001 FOR RAIL PLAN of T X Type Bd. Booth ide Fr RAIL. PRIME J:, PAINT 5-6 5/8' Studs PROJECTION PORT SEAL SCALE' V BRACKET DETAI SCALE _ FQOT RA IL AT ELEV DECK SC ALE : r 9 HANDR AT 8 STUD SCAL _ r P RE-FAB PORT FRAME ELEVA11ON SCALE 1 I I/7 =1' -O„ 3 " =, r _ ,�_,' _ 6n =,' _o" 3/4"-I'-0" MARKINGS= FIRE x UN IVERSAL 70X30 P R EF NllSHED O�.AT UNIVERSAL CINEMA 1-817- 633 -2180 BOOTH 2 /�- D �L. TYPE SCI-EDULE 6/ V� 2 ' V ---- PROVIDE I/4' ALLOWANCE OVERHEAD I WALL BRACED PARTITIONS AS SPECIFIED - ' CONCRETE SLAB/DECK V4' �- A1003 SSETv®LY RE= CLE TRUCT LRAL DRS FOR PANEL INTALLATION ` +; ,;i :•;• -• ACUSTICAL PANELS L_ 10 W Jo ` I. 2. AT EXTERIOR STAIRS, 3" CC)NTRASTINIG PAINTED TREAD AT EACH FLIGHT AT INTER STAIRS, 3 CONTRASTING PAINTED i~ BOTTOM TREAD OF EACH STAIRS. STRIP TO BE AS RESISTANT AS STAIR TREADS. 1, WIDE STRIP WIDE STRIP OF STAIRS. FLIGHT SLIP „ 3 COLOR OL AT EACH COLOR AT TOP ftlillillim OF (n(p) .4:.=...‘,..„,.6...._ J p � � --z"--p. '° - � `� �� " I L i PAINT FACE OF CONJTN. DECK ANGLE I) TREATED WOOD FRAME PREFAB. _ BLACK) METAL SERVICES71N1C. SIDE . � �: ► � `mil ••: = . ❖.: '.• •. .. -= 17/A1001 ACOUSTICAL SEAL SEAL 14" - _ CLOSURE. COLOR= (P -2 ES) ( a a C STD. STEEL PIPE SLEEVE BRACKET PRIME e PA NT I P -18 es) I ♦ .■ j [ �!► � � � : + ' � " "� AUDITORIUM SIDE 3 V2 I a 0 Q i , .. r A1001 r STD. (1330' OD) STEEL VERT. r � � P CAST STEEL PIPE PRIME e PAINTI P-18 cES)) COnBo DISPENSER UNIT AS SPECS STRUCT. SR. RISER PLATE RE= STRUCTURAL DRAWINGS. 58 — i ♦ 1 PANT FACE OF STEEL PLATE, ST COLOR= P-2 (ES) SEE 17/A1001 FOR ACOUSTICAL SEAL, I I - CORE DRILL VERTICAL 84” 45 28g. 40 " I ESCTC I -EON COVER PAINT TO MATCH RAIL COLOR. ♦ ( _ w a RAIL 3Ii" DEEP NTO CONCRETE SLAB. DRYPACK WITH HIGH STRENGTH EPDXY GROUT. NOTE= ALL WOOD USED SHALL COMPLY WITH ALL LOCAL, STATE J NATIONAL CODES GOVERNING GOVERNING THIS PROJECT. u !� ♦ .� • MAX. METAL FRAME 1 9 a . v v IT = { CONCRETE SLAB :..; METAL FRAME .... ! ♦ FF. I T . 4 • p RE: 14/A1012 ELEVATION NOTE: PRO .1. PORT FRAMES ARE NOT FIRE TREATED. HEADER MULTIPLE LAYERS 5/8' GYP. D. SILL FOR FIXTURE 2O Q -L IT E INC. FLUSH BACKING PLATE OSHPD APPROVED "R" 140192 MATCH MOUNT SPACING CKING WITI -I TI-E O I N CENTER SPACING OF STUD WALL ASSEMBLY BACKING PER INSTALL E CTIO TO INSTRUCTION TO MEET OR EXCEED ADA CODE 36.401 MOUNT • ! AND DIMENSIONS. ? ---- if STAIRWAY MARKING S CALE _ � � P ON Rif !C-i IN SCALE: = / . � ;43 OU „ JAIL AT FRONT �� DETAIL SCALE _ �METAL ��� P SCALE _ ) THE NONE = n 3/4 I O 3- I O ^ 1 =I -O LOOP CABLE T N2000H EYE BOLT AND SECURE WITH A STEEL CABLE CLAMP ... I OF GYP. D. MAY VARY RE= WALL LAYERS TYPO" EYE TOGGLE GYP D. BACKING. SUBSTRATE I-EAD BLACK. STRETCH UNIT RE: E5 GA. FLAT STRAP STUD BEHIND EACH D 4 U2" 7 IA., BOLTS THROUGH METAL PRE DRILL ELEVS. AND GRIND DISTANCE -O' O.C. SEAT L�11T OF POST 8. FLEX r L NO G ALLOWED LANE ALTERNATE CA 92649 MFR\ � FOR RECEIVERAX 15422 ELECTRONIC HUNITINGTON BEACH, TEL : 800- 720-I994 - MEfHOQ I I/4' r 5 3/ I STT� HORIZ. PIPE �L . . ! T I - .. r� 3/37 7X7 GALVANIZED STRAND CABLE (3- PCSaI„� PAINT BLACK. FROM SPEAKER TO EYE BOLT 30' MAX. ANGLE DRILLNG SCREWS OF EACH STUD BOTTOM TL�E I (I), VT Dla, 4 I/2' LONG BOLT ATTAa -I TI -ROUGH �p�� SHtfT METAL PRE-DRILL HOLE THROUGH AS REQ'D PAINT EYE WOOD BLOCKNG N pAI P-18 mss) U \ co \ �^ N 0 WELD END ENCLOSURE SMOOTH. PRI T PAINT I STANDARD 0.330 OD) STEEL VERT. P IPE PRIME pr SUSPENDED 1 N m , , PAINTI P -18 ES)I I K >i i � "., • WITH 3 MENT ' ' CEILING INJG CEILING SYSTEM RE: 20 /AID.0.1 MI AvIh;k i. � �— . WALL BEHIND SPEAKER � METAL STUD FRAMING W AIL TYPES Scl PROVIDE 3' X 3' 20 RADIUS TO EQUAL FROM WALL 14 GA. STEEL AMY. RE E STRUCTURAL DRAWINGS. METAL- LITE INC. OR EQUAL 15 ACCEPTABLE R NOTE: DETAIL FOR AXONOMETRIC VIEW 4 H MAXIMUM WALL 1-EIGHT 1-EIGHT S SPACING OF POSTS m ,Op OF ASHY - BANG ON METAL UNDER GYP. BD. BEHIND ANCHOR WITH LOCATION. (4), I/ LONG HEX HAD TOGGLE THROUGH WALL BRACKET, GYP. BD., THROUGH SI-EET BACKING /METAL STUD. STD. STEEL BRACKET E PRIME P AINTI P -18 �S) I GRAB BAR AS SPEC D. ATTACH TO METAL -LITE FLUSH MOUNT BACKING PLATE TO MEET OR MINIMUM T PULL OUT V8 ```� L I r 6 6 -0 I AI001 I I STANDARD (1.330' OD) � � `� 5 -0 8' -0' CABLE TO SPEAKER CONN. ■ =• �� R �� P "�FI p COW �� ( + + I 4' -0' ID' -0' RISER PLATE i 1 3' -0' 12' -0' ST EL VE RT. PIPE PRIME E �® �� - ��� O� � X1a �{ �u . ` CAN p V- o D� FLEX FACE OF FINISH WALL PANT I P-18 (ES> I � cla ( 111" ACOUSTIAL PANS WI-ERE OCCURS. REF. SIDEWALL ` `�" ' CONCRETE SLAB NO METAL STUD \ 6'TO I2' STEEL BRACK a 5' MAX PRIME � PAINT 5'-0' MAX. TO NEXT SUPPORT NOTE: COORDINATE EXACT PLACBU�IT OF GRAB BAR PRIOR INSTALLATION. TO BAR 2 4 - O a © 0 m- o g 1.11 v NOTE= - mou\ T BRACKET TO WALL A SSEMBLY INDEPENDENTLY OF UNIT. RE 7lA1008 FOR SPEAKER AT BOW TIE ASSEMBLY. II III II II JI_� I II I II II II II ( • I II l� II I� I II II I II I II ll I I I II I II I I HI II 1171 II II 14' TO NOSING OF L4l+DNG (OR TOP OF STAR) NOTE: ACTOR TO F1E1D MEASURE, FABRICATE AND INSTALL GUARDRAL AND IT'S CONNECTIONS ONLY AFTER AMC SEAT UNITS ARE INSTALLED MUST BE COMPLETELY OVER FLUSH MOUNT BACKING SYSTEM SECTION r I4' ONE TREAD WIDTH TO FIRST i TREAD NOSING m BASE OF STAIR S -a- _ __�L _ j —IL S S ELEVATION (SHOWNG NO FLEX SPACING) FOR SEE TABLE ABOVE 1 -EIGHTS & SPACING SPEA SCALE : STAIR OR STEP AISLE SCALE! r AT RISER GUARDRAIL FRONT SCALE = GRAB BAR RESTROOMS' SCALE _ ( � 7 NO FLEX DETAILS SCALE _ 3 ,i. * 11/2 =I O e 11/2 =1 -O I =1 -O NONE 3 " = I'_ n 4 Os■ METAL TOP TRACK METAL r NOMINAL- STD. O.33O• OD) STEEL. PIPE RAIL PRIME PANT SAFt IY CABLE RE: RUN CABLE TI -ROUGH HOLES N Sit SUPPORT LOOP CABLE AND STEEL CABLE CLAMP 19/A10,0.1 PRE - DRILLED PLATE SECURE WITH HOLES N SAFETY CUT TO F FIT OUT REAR OF TI• E WITH (4) 3/4" HOLES IN -�1-I GYP. i '-' �S) I. STANDARD 0.330' OD) PPE RAlll�. PRIME PAINT. I STD. 0 330' OD) STEEL PIPE HORIZONTAL NTERMEDLATE RAIL. PRIME IT MAX ? . & PAINT[P -18 (ES) I t STEEL CABLE CLAMP 1 2' MAx AIODI co K , GA. PRE -DRILL (2J V4 DIA. N STEEL PLATE FOR CABLE � t ti _ 0 -� a ce O r O I STD. 0.330 " ,�• U v PIPE PRIME PPE - - - - (ESA I ei • o a o • ` �L. 1 � , = • ' ir �Ir .,,` • •: ►. �� � • ,• I ; �► :% i t ; 14 G SIT-. PLATE WITHIN SPEAKER NOTCH LOCATE) AT T HE SPEAKER. ATTACH TEK SCREW. PRE -DRILL • PLATE r PRIME e PANT / I \ � , �.. U TYPICAL STUDS FACE OF DECK CLOSURE r I \ cn \ ° } �,eX. SPACING 60 60 TYPICAL S :: PIPE I I MAX. SPACNG spACIN1G 27 ., ass DRY WALL NO FLEX METAL BOTTOM TRACK P -2 (ES) I I SLEEVE PIFLME = 'ACKIET AL J PAJNTi MAX. EQUAL SPACING ' [CX)AL SPA TYL. SPACING 60 CBNG PICA � • ,ir.. QUICK MOUNT FIXED-ANGLE 4- ,.; 31r' �� �� BRACKET _ r . -. I 1 l air/_. r • & .l ir ! `" j HROLIC !,` TOGGLE BOLTS T (o o) ou0 I Q y TYPICAL ` ' -� AUDITORIUM C. 2 E Co SEXING // / ; Ip, a r �Ir ■ r , r,, li L ,, B7. NTO BACKNG/sTUD !I r / 4\ � � " / \ / / \ R f- p 04 0 IL Q _ PRIME i; PANT- O FACE OF STEEL. p RISER PLATE II `� ACCESSIBLE U SEAT AREA ACCESSELE SEAT AREA r 5' -7 MN. LANDNG a `� x RAMP WIDTH RE: O (P -2 )I SLOPE AS C�1 PLANS DIMENSION FLOOR PLANS. TO NSTALL = FASTEN N) T` HALF TO TI-E TI-E 'WALL MOUNT` NOTE= SURROUND SPEAKERS ARE 18"H X 18`L ID 0 5'--6 VT (3'-0 VT FOR SINGLE SPACE) ADOI o 6' -T MN. LANDTRACK RE: D� R O GUARDRAIL AT ACCESSIBLE SEATING I- WALL AND TI-E 'SPEAKER MOUNT' HALF TO THE REAR OF TI-•E SPEAKER. SLIDE T HE SPEAKER OVER THE WALL MOUNT HALF AND SECURE THE TOP FLANGES TOGET -ER. 5' -8' (3' -2D FOR SNGLE SPACE) RE= DIM PLANS s Dq�/fBNSION FLOOR PLANS. ( fi i 4 = -w 40 SPEAKIM SPPORT SCALE _ � 20 GUARDRAJL AT RISER DETAIL ALE _ SC SC � � WALL iouwr 1 w it. ELEVATION S AL E _ 8 NO FLEX AXONOMETRIC SCALE "_, . _ I \ NONE ,�_C, . _O NONE DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6- -7--06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e k in bean Troutman istered Architect Jacinto F ve., San Ja nto Phone: 951.92512504 Fa,c 451.92.0244 SEAL: J I W 'N rr , �. j ;: J AS,ilme - r a 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WETS WWMLHENDERSONENGINETRS.00M PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 1 92 -53713 sdc@ktwnc4om CONSULTANTS: Norton 84 Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 E N G II N E E R S INCORPORATED a 16 THEATRES WeSkekt SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington 11 0 M Vth'M Mf 11' ggggliffiggilgilgging 1= ° aa�aa�aaaaa�asm=n�n.,lt �r LL FJP-3 ISSUE INFORMATION: KEY PLAN: SHEET NO.: SHEET TITLE: STANDARD DETAILS .8 20 SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: AS INDICATED RECEIVED JUL 1 2 2007 A 1001 L �i�irr. 1 r�i�i L11 DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8- -21 -06 95% TENANT PLANS 1-15-07 3/8" BOLT L DELTA -1 SET W SEE REF. WASI -ER LIGHT 4 18 GA. METAL < STUD FRAMING ATI6' Q.C. N > Ct U v ' TEE BARS VERT. AT 24 CC • ANCHOR TO CEILING TEE y MAX D e HANG WIRE AT 4 0 X 4 SPACING < UNISTRUT X 11 .,L 1111 111 111 1 11 SYSTEM W/ CONT. WALL 'i ANGLES AND POP RIVETS ACOUST. TILE PANEL. SECURE TO TEE BARS WITH CLIPS. (CONT.) t 'r j [ STUD A. STL —> • 16' O /C, UNLESS NOTED OTI- �WISE — SUSPENDED GYPSUM LAY SYSTEM CLG. PUNS. BOARD OR IN CE LJNG r • x x x B AR JOIST FLANGES FIXTURE RE= ELECTRICAL WALL TYPE AS SCHEDULED x [ �' �IAX AND 8' MAX FROM CEILING PERWIETER _. _ .. . U I. F�I1�3�D.�TEST 10i OF I I VGER WIRE SNOT - N ANCI -LOBS FOR 200 LI3S. IN 8 TENSION. 2 REa7 TEST 50% OF Q SPLAY WIRE EXPANSION AN01-10RS FOR W TENSION. • r-. (n O Z Q I i �, O O 4 T C�OI�TTT. 2 METAL 1 SEE REF. ou, J :a111111llll:II:I111I1r REF. RCP , aB es as st I. G V 90 DEG. GYP. BD. MET. CORNER BEAD TAPE SAND, TEXTURE AND PAINT OVER a WALL AS OCCURS > 1, 12'-0 MAX. 1, 4.-0• OMB ! LOCK WASI -ER WASI -E? DOUBLE NUT (D LAYER 5/8" 'TYPE -X GYP. BD. WI BOLD WT _ MAX ACOUST. TILE LAY -IN PANELS IN TIE! BAR GRID SUSPENDED FROM STRUCTURE ABOVE SEE REFLECTED CEILING PLAN n ` . : 9 1 /4" -IITE PARABOLIC BAFFLE BEAD. TYP. .. , RE: ELECTRICAL FOR GRID PA I I t,fN AND SPACING. CLG. PLANS. f (D BOARD. LAYER OF 5/8' GYPSUM ET SC��IT ® AIL SCALE: r 1 17 90 DEGREE CEILING BREAK SCALE: r 1 13 LIGHT FIXTURE SUPPORT SCALE: r 1 GYP. BD CLG SUPPORT S CALE= r 1 RESTh M LIGHT GAVE SCALE: _ - - 11 -O -_ . _ - 3 1 0 NONE " . - I I/2 I O PA ALIGN OLrtS1fE FACE OF 8" MAX ;o } I ;a M B GYPS.OARD (TYPICAL) DEtu�SNG WALL — EXTEND ALL THREAD 6' BEND OVER (GREATER THAN 90 DEGREES) TO PREVENT ANY POSSIBILITY OF NUT ISIS CREWING. ALL TI -TREAD 5/8' 0 .11111 1 ...• r � wasl -lei RUN INSLLATION •� �:_�_ _. _._:._ _ .�_� - - =-- .v�__._.:__�_� .- Y�___..__ � 8" MAX li " ii: I - �:' • • i . PROVIDE ACOUSTICAL SEALANT • ;,, ANY NON-FACTORY EDGE � FED-a ifl G1fP5(M BOARD, ON :; ANY LAYER_ • .........:::::.::....__ .... - ■ STEEL FRAMING AS SCE - FOUL® _ ..... . ....... .........._..--- •�wrli�rri� �._._�_ _ , • _ r : �� � � - - - -. -- .._._ -; .._- _.. -.. --- -- --: * (IF RECD [ NU 1 � ••11116. I I SEE REF. Fl1L I- EIGHT iwir • SOUND ATTENUATION INSl1ATlOt� W-ERE OCCURS �L.1LJ_ E�IGE -IT) ®..., _.. I , MAINTAIN' DEVISING r : =r' � � ACOUSTICAL SEALANT a�.u. I- EIGHT -Ir of -FOND RUN INSULATION (IF REQ.) L HEGHT TYPE PLANS � ES ^ =110• ob CLG. PLNS. WALL COtNSTRLICTION 1 " 4i SEALANT r %` � ■ ■ 4 10 1W__, — > > r LAY N CLI SCHEDULES WALL SCI- TRIM CONT. x r METAL 90 DEG. GYP. BD. MET. CORNER BEAD SAND, TEXTLRE AND PAINT OVER BEAD. TYP. GRIM 90 DEG. GYP. BD. NET. r O RN�R BEAD TAPE. SAND, TEXTURE AND PANT OVER 1� . 11�lllyl11��111,lIlyll I I ► _ 11��11 _ _ Jl111��111����1■ .. .. 1,�111,�1111��11,�111'P11 _ _ _ ,.■ S SUSPENDED ACOUSTIC CELNG �,; N� I I uNISTRUr p °w w cY) Li SL IDED ACOUSTIC _ ...- . :_ rhi _._ DEtuBSNG WALL VERIFY WITH FLOOR PLAN _ ..- .------ . . -_ __ -- � � CONT. - 7 X 2' METAL " : Q STUD ATTENUATION OCCURS ��� METAL TRIM . GOO — WAS -I LOCK WASI -ER DOUBLE NUT _ BEAD. Ti?. SEE REF. CLG. PLANS. METAL ANGLE '� e SOUND (D LAYER OF 5/8' GYPSUM BOARD. RE: RCP INSULATION, WI-ERE FALSE SEAM SOFFIT DETAIL SCALE _ 1 1S Z WALL AUDITORIUM LVL SCALE: r 1 14 LIGI -IT FIXTURE SUPPORT SCALE r id AT A ������ TLE SCALE PARTITION SCALE : 2 I/2"=1 ' -O- 3 " =1 _p- 3 " =1 _o- 3" I . _O" A A T A TLE IScY ° DEMISING WALL 4' X 4' BOX 2E6 A1002 II COvPRESSION I r STRUTS 2 GA. II I �IIk MIN. I Q 4 4 4 . . ' V A. • ' 4 V • _ C �• 4 . 4 d — — 5/8' ALL T•EPEAD NUT NUT LOCK WAS-EQ SUSPENDS OR LAY IN s SUSPENDED OR LAY CN'EILING SYSTEM FASTENER 5 4" FIRE �! 3/8 . COUSTICAL 4 WRES AT A,5' 4 -O 4'-0' MI 4'-0' • . REVIEWED REVIEWED FOR CODE COMPLLANCI APPROVED _ NOV 9 2007 . / C O LIPLI LOCK WASHER GRILI-13214T CF ..1010 l I I SAFETY CABLE ; TEE 8' MAX. e 4'-0 I TREATED PLYWOOD #GH 5 TRACK SYSTEM GYPSUM BOARD NOT RECLAIM) ABOVE i ------ r;■I■�:. —___..--r RE= ,:,,.,, lU„�,,, __._ _ II� JU,,.,,,, RE= __- - - -- ; ;_.:_ • :ii�r�N� 6 -0 MAX. • 12 - MAX. RCP a) LAYER OF RCP • OF 5/8 PROVO ACOUSTICAL SEALANT . ANY .; - ----- - - NON-FACTORY HX cFaD-CI J) GYPSUM ;__,' ~' f H PARTITION FLOOR RE' 6 ty FOR ADDITIONAL SUSPENDED CEILING 5/8" GYP. BD. P ' (D LAYER GYP. BD. PAINT 4. 16 GA sTL arr.). i ;;. _� BOARD, ON ANY LAY[3R ;` NUT a ■ ■S — = — HOOK ::a: w/ FTL LOCK WASE ®2 . Of Tukwila BUILD' DIVISION ,, - - t -.1 .. 7. ,. .;r` - ___ 11 55x7 - � i . ' RE: 20G /A1010 • •_ 3 " ` W. ! ° I - :: r ' ACOUSTICAL SEALANT ' ' = : r I- EIG-ir = f JoNT- AL LAY 1111 = SLAB "T INFORMATION • 11 • FRMG a 16 O.C. =' 51}2615T FOUR *EEL T�ucK I _ L IG -IT FIXTURE RE: ELECTRICAL : NOTE: T I. OF 4 SPLAYED (12 GA MIN) WIRES AT 45 HE PLANE OF TI-E CEILNG EVERY 12' -0' O.C. VERTICAL HANGER WIRES AT TERMINAL ENDS AND CROSS RUI R AT A MAXIMUM OF 8 VERTICAL COMPRESSION STRUT AT SPLAYED WIRE CLUSTERS STRUT SHALL BE MAIN RUINER AND TO STRUCTURAL MEMBER OR FLOOR ABOVE, TEE STRUT SHALL BE RESIST THE VERTICAL COMPONENT INDUCED WIRES . TO MAIN AND CROSS RUNNERS ON TWO AND TIE TWO OTHER ADJACENT WALLS CROSS RUNNERS. SYSTEMS SHALL CONFORM TO ALL APPLICABLE LOCAL, CODES REGARDING SUSPENDED CEILING SYSTEMS - BOTTOM O F TRACK T TOP OF DOOR BOTTOM OFTRAGKTO BOTTOM OF MORTISE PROVIDE CLUSTERS DEGREES OFF 2 PROVIDE 12 GA. OF EACH MAIN FROM EACH WALL. a PRO VIDE RIGID LOCATIONS OF FASTENED TO SUPPORTING ROOF ADEQUATE TO BY TI--E BRACING 4. PROVIDE 3/4• GAP ADJANCENT WALLS TO TI--E MAIN 5. SUSPENDED CEILING STATE AND NATIONAL ST A GCBR ■` ■i` 2 r �rC� (2) 3-5/8" 16 GA TD. FRMG . I OC - � ■ ■ DeNG Wes- -1 w.T TO �� , 111?z , - ■ � - ` s ALIGN e � � ��II1llDII1W■I■1� #��� o _ • -'% SURFACE AT _ ___ µrt AUDIroRLM SOE - -- - - - , c x ` -:: • A ...:: _ $ �' : 1NIIlilIIIlM1 ■IIIIN111lh1IIllllifll 11111110111111111111111111111111811111111111111111111111111 111 `1_ _ ` — CONDUIT V2' FLEX C � CONDUIT CONNECTOR CEILING r • : : == IL 1 ! •' i I __._..- _. - - -__ ROTATE MORTISE PLATE PARALLEL W/ ODOR � 4 1 ► GYP. BD. MET. I' - 1 06" • RCP _ _ :. _._- '__ - �: . _ -- - _._. _ ___ _ _ _ - , GYP�M CORNER BEAD TAPE SAND, '� PAINT OVER BEAD. TYP, PLATE SNIVEL f ENLARGED CORNER DETAIL .M1 "� LOCK wASE -E2 FDCTURE CANOPY E . : • EP OF DOOR ` 1 � , �: PLANS 2 ,. -6 fT BOARD ABOVE Cal% gEI TOP RE: 206 /AIOIO SIM. SLIDING PARTITION HARDWARE BY GROWN INDUSTRIAL SUPPLY (OR EQUAL) , o BOX COVER COTTER KEY VENDING DETAIL SCAL C19 w � • Z WALL MEZZANINE LVL SCALE: � j FIXTURE SUPPORT SCALE: r °I ACOUSTICAL. CEILING DET. SCALE= 7 LE . COVE DET AIL - I/2 " =1 ' -O. 3 " =1' -O" NONE NONE L3 WAIT TYPE, RE. —)-2,7 PLANS +� — 1312 TECK m O.C. ROOF/FLOOR A �+ . GRID R� I iE; 5C 4•'-0" SCREW 6 18GA SE-I�T METAL CLOSURE w/ NOTE; RE; ENLARGED N FOR ADDMO NaLN N o-rEs AND DINEN�CN N THE I-EMI ED ENDS. PAINT TO MATMATCH STRINGER COLOR OR TREAD 1412 TECK SCREW O 6' O.C. II 1 is CONCRETE ASSEMBLY Y G) ,_■ ■ 1=ASTI R k4" FIRE TREATED " o o (!) W °• : . ; ' + , �, . 4 � - .•- : , . ' STEEL STUD ASSEMBLY WALL FINISH e I - _: I:' I : - _ F - CONCESSION 19'-81 VERIFY' WITH DM BANS V W1rN DIM PLANS DOUBLE BAR JOIST U- CLAMPS LNSTUT 10 •1 00 alk 9 100 STAIR TREAD PLYWOOD - .i� I I S SIDE PILASTER LOBBY 2 . a a.-e' REAR CONCESSION WALL 6 m F-- ENTRY Q - O a 4 a A as ... : rl' -, • • , • " --� 4 ° I SLOPE *&H 5 TRACK SYSTEM RE: 20G AIOIO 51 -2615T FOUR WH�L I minmoi �� . ■ MOM FRONT t 5 �T 1 S STEEL STAND FRONT SHOE TO R R PAVER ,1LE �. — — ■ •� • • - ,' _ . I �' AN- :.n l TReNG 1 DR Rte. PL.u,,e. DRAWI GS - : 12/A1004 �I __IL_ I TRENCH DRAM o Rte. PLLxuia. — — ____ — _ I I O I _ FLAT DRAWINGS RE tvAloa4 SLOPE �� SLOPE PE, PU_I B NG n ASSE NELY WNGS TRUCK O 0 — . . � G SAFETY CABLE 5/8' ALL 11 -IREAD I i I CONDUIT I ' � , C 1 ` STAIR STRINGER REF • WALL TYPE PLANS ANND SCI EDUCES WALL IC; �; -I , if 1116' PER FOOT ► l IPA ■ , _ .. -- • —. - - "�• vI6 • FOOT l c rr D ON GRID L1rE I - Rai 3 5 $ 1 --� -- I = _--- .___ __.- ... -__ _ t _- —�,.__ - T.D. SOFFIT/DOOR ,.. I I lio ki EL: - 1 1 -0° A.F.F. " t I .. FRONT EDGE OF SIDE wALL PLASTER 1 -4• I CLEAN OUI AS oCCL Rs RED PLUMBING I CENTER FLOOR DRAN AS OCCURS. ocRS. RED PLUMB1NG DRAWNGS ° TOP EDGE OF DOOR MORTISE PLATE INTO WHERE STRINGER 6 VERTICAL WALL SLLFACE NAVE A GAP GREATER THAN 11/2 PROVIDE SHEET METAL CLOSURE 6 U R L� � OF FIXTURE INT 6 TOP OF DOOR RE: 20G /AIOIa 00 PENDANT ROD. LENGTH FRONT EDGE OF ) TTRENCH DRAN ARE SLIDING PARTITION HARDWARE BY GROWN INDUSTRIAL SUPPLY (OR EQUAL) ALIGN AS REQUIRED LICE - CT FIXTLPE AS SPEC' D 1 7 . - 8' -• 6 . 6 . 2'- 3'4 1 VENDING DETAIL S CALE: � 20 N. SHEET METAL CL S CALE= r/ 1� LIGHT FIXTURE S U PPORT S CALE: 12 SECTiON THROUGH CONCESSION SCALE: C 4 ) N.T.S. -_ '-0" 1/2 I . _ - 3"=I O 1/T=1.-0' DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8- -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 9 -7 -07 DELTA -1 SET SEAL: in beln Troutman istere to arch inect into va., 5�" Jagintn, Gafifoma CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ISA H E N D E R S O N E N G I N E E R S INCORPORATED 8325 LEND(A DRIVE SLATE 400 LENEXA, KS. 66214 -1695 TEL: 913 - 307 -5300 FAX: 913 -307 -5400 WEB: WWW NENDERSONENGINEFRS.COM PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES ippl AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g @EME2M Mb32aira2 2 wwwwww i .9.1- aaaaaaaaa m0120_ , 5 41 fie :t 9 MlIcH KEY PLAN: ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS SHEET NO.: 18 2504 Fax 1.925.02441 Email stk@ luric.tpom A1002 rn 0 2 Lo DATE: INFORMATION: 4 -21 -05 pro : al .. - o_o ■ HANGER RE 30% TENANT PLANS Itil ti 7-18-06 ay ,,,Z w � v ra HANGER RE: HANGER RE: 20 A1002 A1002 AI004 STAY ROLLER RE A1004 VENDING MACHINE A1004 I PL -4 I PL -4 I d- VENDING MACHINES STAY ROLLER RE: I PLC I I PL-5 1 ROLLER A1005 A DATE: INFORMATION: 4 -21 -05 4 I� to APK NCUI AI003 30% TENANT PLANS Itil ti 7-18-06 ay ,,,Z w � v ra DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN I� FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS Itil 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 o � _1' A ' 3-4 TO OPERABLE 2/I / \ DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS STUD WALL PENETRA11ON AUDITORIUM F DUCT OR PIPE IS EXTERNALLY INSULATED STOP INSULATION AT WALL DETAIL NOT PERMITTED IN AUDITORIUM DEMISING WALLS HANGER RE: JOINT BRACKET A i HANGER RE: 2OA/AIO'IO I PL -4 I PL--5 ei • WELD 1/2" X I/4" STOP TAB TO EACH CANE BOLT 4' -IO" ELEV.J PL -4 I I PL-5 4 SLIDING VENDING DOOR ELEVATION (FACING GOORIDOR) 3/8 " =I' -O" 2" 5' -0" LENGTH OF TRACK MBE ■ o :o'1r� 7r ro:o VENDING MACHINES IO' -O" LENGTH OF TRACK IO'-O" LENGTH OF TRACK STAY ROLLER r Hi_ 2 TAY R 5 2 4 20E /AIOIO JOINT BRACKET VENDING MACHINES o:oa■ ■ro' • lu ua SLIDING VENDING DOOR PLAN VIEW 1/2"=1' --O" � P -I(P) CHALK RAIL 1P-8 (P) WC -I STOP BRACKET RE: IO /AIOO4 CANE BOLTS. RE: 20H /AIOIO SLIDING VENDING DOOR ELEVATION (FACING MACHINES 3/8 " =I' -O° VENDING MACHINES VENDING MACHINES FOR GAPS WIDER THAN r ATTACH GYPSUM BOARD TO BOTH FACES OF WALL CUT TO MINIMIZE GAP AROUND DUCT OR PIPE STUFF LIGHTWEIGHT GLASS FIBER INSULATION INTO GAP BEFORE ATTACHING GYPSUM BOARD PROJECTION BOOTH CAW( GYPSUM BOARD TO PIPE 012 DUCT WITH ACOUSTICAL SEALANT 2" THICK SLIDING DOOR (PROVIDED BY MILLWORK MANUFACTURER) J PL -4 I IP-- 3' -2° SLIDING PARTION ELEVATION (AT FRONT TRACK - FULLY OPENED) 3/8"=I'-0" SCALE I I /7 =1' -0" CANE BOLT RE: 20H /AIOIO FINISH P - 3 cP) I 5' -O" LENGTH OF TRACK 2= HANGER RE: SLIDING PARTION ELEVATION (AT REAR TRACK- FULLY CLOSED) 3/8 "=1 ' - O" SLIDING PARTION ELEVATION (AT FRONT TRACK- FULLY CLOSED) 3/8"=I'-0" VENDING MACHINES FLOOR C -1N VENDIN4 MACHINES I FRP -I I LOW VOLTAGE "UST -ER" LIGHTING BEl -IIND TOP HEAD FRAME AMC SUPPLIED E INSTALLED TARE cC - MD MASH ALOVE PLAN 2 1/2' RAD. HOLE CUT INTO DOOR AND FINISHED WITH BLACK VINYL T -MOLD FOR ACCESSING INSIDE MODULE DOOR CONSTRUCTION 3/4' PLYWOOD (MDF IS NOT ACCEPTABLE) w/ PLAS. LAM. FACED EDGE W/ VINYL T- MOLDING FLOOR LINE JOINT BRACKET I /8" THICK FIBERGLASS PANEL INSTALLED ON WALLS , USE BA I I NS AND CLOSURE PIECES AS REQ'D (BELOW COUNTER). PAINT AS SCHEDULED ABOVE COUNTER. / T1E CIPARDB1F - MD TRPSH ALcOVE B.EV 2 ' 5' -0" LENGTH OF TRACK �A A VENDING ALCOVE BI-PAR11NG DOOR DETAILS 14 / -MOOS 10' -0" END OF WALL TO END OF TRACK JOINT BRACKET 10' -0" END OF WALL TO END OF TRACK HANGER RE: 20A/AIO GUIDE ROLLER I PL -4 1 I PL-5 I 2 4 ' NOTE: REFER TO FINISH SCHEDULE FOR PLASTIC LAMINATE, PAINT MFG'R is COLORS. J I . -2 " VENDING MACHINES N STAY ROLLER RE: 4" STEEL. STUDS GYPSUM BOARD STUD TO MATCH RE: WALL TYPE / / I' -5` // 4 LOW VOLTAGE 'UST -ER' LIGHTING BEHIND FRAME AMC SUPPLIED INSTALLED SIGN. RE: WAYFINDING DRAWINGS FOR DIMS., TEXT STYLE, AND MATERIAL AMC SUPPLIED INSTALLED STOP BRACKET RE: IO/A1004 VENDING MACHINES SLIDING PARTION ELEVATION (AT REAR TRACK - FULLY OPENED) 5-." 3/8 °--1' -O" 16" 0 /C. PROVIDE u OF LAYERS ON BOTH SIDES OF ADJACENT WALL ASSEMBLY. PLANS AND SCHEDULES 3 /I6 "x2'x2t STEEL ANGLE (PRIMED AND PAINTED P-2) ANCHORED TO FLOOR WITH 5/8' DIA X 2 L HILTI EXPANSION ANCHORS m 6" 0 /C. PAINT JP -2 (SG)) I/8" THICK FIBERGLASS PANEL (FRP) OVER 3/4" PLYWOOD (MDF IS NOT ACCEPTABL) w/ 5/8" GYP. BD. EA. SIDE 14' DIA. THRU HOLE IN COUNTER TOP W/ PROTECTIVE GROMMET BLACK. (TYP. OF 2) ADJACENT WALL ASSEMBLY AS SCHEDULED NOTE: PAINT GYP BD. J P -4 (SG)I ABOVE COUNTER -- 2' RAD. QUARTER ROUND HOLE CUT INTO DOOR WITH BLACK VINYL T - MOLD FOR ACCESSING INSIDE MODULE SCALE : 1/2 " =1' -o" VENDING MACHINES SOLD BLOCKING STYLMARK BASE #410443 STYLMARK TOP TRIM #110304 ME-6 SLIDING VENDING DOOR 13 1 S BOMMER, 1002 -4X4 -1-1 FULL SURFACE HINGES (BLACK, FACTORY FINISH) WITH TAMPER PROOF SCREWS. - 1"x4 " HARD WOOD FRAME WITH MITRED CORNERS. PAINT FACE E SIDES, SEE FINISH SCHEDULE SECURELY FASTEN FRAMES TO STUDS NOTE: HOLD FRAME AND DOOR 1/2" FROM FINISH FLOOR. SCALE 1/2 " =1' -O" 5' -O" LENGTH OF TRACK 2" fl ATTACH 4514 SPRING BOLT (2 PER DOOR TO ALIGN WITH HOLES IN TRIM) TO EACH DOOR BY GROWN INDUSTRIAL SUPPLY BACK WALL ELEVATION (DOORS NOT SHOWN FOR CLARITY) 3/8 " =I' -O" I FRP -I 1 <SEE OM FLOOR LINE I /8' THICK FIBERGLASS PANEL INSTALLED ON WALLS , USE BATTENS AND CLOSURE PIECES AS REQ'D BELOW COUNTER). PAINT AS SCHEDULED ABOVE COUNTER, LOW VOLTAGE 'USHER" LIGHTING BEHIND TOP HEAD FRAME. IO / -A1003 4 2 1/2" PAD. HOLE CUT INTO — DOOR AND FINISHED WITH BLACK VINYL T -MOLD FOR ACCESSING INSIDE MODULE e DOOR CONSTRUCTION - 3/4' PLYWOOD (MDF IS NOT ACCEPTABLE) w/ PLAS. LAM. FACED is EDGE W/ VINYL T- MOLDING 2 I /4' LONG TEK SCREWS AT 8" 0 /C, COUNTER SINK SCREW MIN - I 1/4' E PROVIDE WOOD FILLER PLUG, SAND SMOOTH AND PAINT I P -I8 (ES) I 4' CABINET DOOR —) DOUBLE CWAR11JBIF - MD TRASH kCOVE PLAN LOW VOLTAGE "USHER' LIGHTING BEHIND FRAME. AMC SUPPLIED INSTALLED —SIGN. RE: WAYFINDING DRAWINGS FOR DIMS., TEXT STYLE, AND MA I CMAL. AMC SUPPLIED E INSTALLED \\ IX2 WOOD TRIM (PAINTED TO MATCH ADJACENT WALLS PROVIDE Y2 DIA HOLE DRILLED b" O.G. INTO WOOD TRIM (DO NOT PENETRATE HALL BEHIND) FIFI D VERIFY LOCATION OF FIRST HOLE TO COORDINATE WITH POSITION OF DOOR WHEN FULLY OPENED. DOOR TO BE FLUSH WITH WALL ALCOVE OPENING - RE: PLAN /1" STEEL STUDS 0 16" 0 /C. PROVIDE n OF GYPSUM BOARD LAYERS ON BOTH SIDES OF STUD TO MATCH ADJACENT WALL ASSEMBLY. RE: WALL TYPE PLANS AND SCHEDULES NOTE: PAINT GYP BD. COUNTER I P -4 (SG)I ABOVE - --. -- \\ 3 /I6 "xTx21L STEEL ANGLE (PRIMED AND PAINTED P -2) ANCHORED TO FLOOR WITH 5/8" DIA X 2 I/2" L HILTI EXPANSION ANCHORS 0 6" 0 /C. PAINT 14" DIA. THRU HOLE IN COUNTER TOP W/ PROTECTIVE GROMMET BLACK. CfYP. OF 2) ADJACENT WALL ASSEMBLY AS SCHEDULED EAGER - TRI BASE FLOOR STOP #259F (COLOR: BLACK) ATTACH PER MFR'S RECOMMENDATIONS C t: COIPAREPF - ALD TRH BE AUDITORIUM TRASH ALCOVE - CTR IP -2 (SG) I SCALE 1/2 " =1' -O° BOMMER, 1002 -4X4 -H - FULL SURFACE HINGES (BLACK, FACTORY FINISH) WITH TAMPER PROOF SCREWS. I "x4" HARD WOOD FRAME WITH MITRED CORNERS. PAINT FACE SIDES, SEE FINISH SCHEDULE SECURELY FASTEN FRAMES TO STUDS NOTE: HOLD FRAME AND DOOR I /2" FROM FINISH FLOOR. NOTE: REFER TO FINISH SCHEDULE FOR PLASTIC LAMINATE i~ PAINT MFG'R E COLORS. I x2 HARD WOOD FRAME WITH MITERED CORNERS. PAINT FACE AND TOP IP -I8 (ES)I . WHERE PLAS. LAM MEETS HARD WOOD TRIM, FILL GAPS BEFORE PAINTING. 3/4' PLYWOOD (MDF IS NOT ACCEPTABLE) w/ PLASTIC LAMINATE TOP E BOTTOM FACE I PL -3 WOOD BLOCKING AS REQUIRED T MOLD, BLACK FACTORY FINISH % PLYWOOD (MDF IS NOT ACCEPTABLE) w/ PLASTIC LAMINATE TOP AND BOTTOM FACEI PL - I EDGED w/ VINYL 'T'MOLDING. RE: DETAIL "K" FOR DOOR PLAN SCALE 1/2 " =1' -0" SCALE : 3"=1`-0" LEFT SIDE OVERHEAD CONDITION STAY ROLLER RE: I- LEFT SIDE FLOOR CONDITION FL FV. F 10 ELEV. J FIRE EXTINGUISHER UNIT - PROVIDE ONE HOUR MIN. CONSTRUCTION BEHIND UNIT VENDING MACHINES ONE HOUR WAI L ASSEMBLY MIN. 2 I/2` BACKING - STUD ALIGN WITH BACK EDGE OF ADJ. WALL. JL INDUSTRIES IOI7 -F-IO (OR EQUAL) FIRE EXTINGUISHER CABINET FULL ACRYLIC W/ PULL HANDLE ON CABINET. CABINET MUST PROTRUDE LESS THAN 4' OUT FROM WALL PROVIDE r HIGH, WHITE, VERTICAL ACRYUC LETTERS IN HELVITICA TEXT READING 'FIRE EXTINGUISHER' ON CLEAR ACRYLIC COSMIC TOE FIRE EXTINGUISHER 1017F10 F.F.E. FECESSED FIRE EXMCUSEEI CABIET -=14t NOTCH HARD WOOD TRIM TO RECEIVE WALL CARPET FOR CLEAN TRANSITION. 1"X4" HARD WOOD TRIM. WITH MITERED CORNERS PAINT FACE SIDES J P -18 (ES) I r - 2 I /4' LONG TEK SCREWS AT 8' 0 /C. COUNTER SINK SCREW MIN 1/4' E PROVIDE WOOD FILLER PLUG, SAND SMOOTH AND PAINT AS REQUIRED. DIM. PER CAB. MANE. SPEC. ELEVATION AUDifORIUM TRASH ALCOVE - JAMB I: 4' V8' MAX- OVERHEAD TRACKS ATTACHED TO DOOR (3 PER DOOR) - TRACKS NOT SHOWN FOR CLARITY PLAN VIEW @ HEAD 3/8 " =1 - O" I: FLOOR MOUNTED STAY ROLLER (I PER DOOR) PLAN @ FLOOR 3/8 "=I ' - 0" 1 16' - WALL TO WALL I5' -O" DOOR TO DOOR PROVIDE # OF GYP. BD. LAYERS CONTINUOUS THRU RECESS TO MAINTAIN REQ. WALL ASSEMBLY AND OR FIRE RATING RE: WALL TYPE PLANS SCHEDULES VENDING MACHINES p PLAN VIEW W/ WALL DIMS ELEV. E 3/8"=I'-0" VENDING MACHINES A I: I PLAN I I/4"---; I I: ELEV D ELEV. D ELEV. P VENDING MACHINES 10 I /2' I X WALL TYPE AS SCHEDULED ADJUST CABINET POCKET FOR MULTIPLE LAYERS OF GYP. BD. PER WALL TYPES SCHEDULE DOUBLE STL. STUD BACKING 1 F.F.E. FRP PANEL FRP-1) OVER GYP. BD. AS SPEC'D SCALE: I I /2 " =I' -O 3 /4 PLYWOOD (MDF IS NOT ACCEPTABLE) w/ PLASTIC LAMINATE PL -3 I BOMMER, COLOR: BLACK FACTORY FINISH, I002- 4X4 -I-L SCALE 3 " =1 ' -O° STAY ROLLER RE: p: I: I: I: ; RIGHT SIDE FLOOR CONDITION ( 6� RIGHT SIDE OVERI-EAD CONDITION : • SCALE AS NOTED r 1,1:11:111 =nil I 111E11 II ti lilt r AUDITORIUM WALL CARPET P ON WALL ANHO, T Tuia i FIRE SPRINKLER HEAD COVERAGE MAY BE REQUIRED IN AUDITORIUM TRASH ALCOVE. SPRINKLER SUB- CONTRACTOR TO VERIFY IF REQUIRED WITH FIRE MARSHAL CEILING (RE: PCP) WALL COVERING AS SPEC'D. 1'x4' HARDWOOD FRAME W/ MITRED CORNERS. PAINT FACE E SIDES IP -18 (EST 3/4" PLYWOOD WIDF IS NOT ACCEPTABLE) w/ PLAS. LAM FACE EDGED WITH VINYL T MOLDING. SECTION AUDITORIUM TRASH ALOVE - SEC11ON WALL CARPET RE: FINISH SCHEDULE NOTCH HARD WOOD TRIM TO RECEIVE WALL CARPET FOR CLEAN TRANSITION. 1X4' HARD WOOD TRIM. WITH MITERED CORNERS PAINT FACE is SIDES IP -18 (ES AISLE STEP ASSEMBLY I C -6 I / 2 1/4" LONG TEK SCREWS AT 8' 0 /C. COUNTER SINK SCREW MIN I /4' E PROVIDE WOOD FILLER PWG, SAND SMOOTH AND PAINT AS REQUIRED. BASE FLOOR STOP RE: 9A/A1003 USl - TER WALL UGHTNG STRIP TO END WITH HANDRAIL EXTENSION ABOVE. USHER WALL LIGHTING STRIP AT TOP EDGE OF CARPET BASE. AMC SLFPUED e INSTALLED. RE: ELECTRICAL CARPET ON CONCRETE TREAD. AMC SUPPLIED I~ INSTALLED EXTRUDED CARPET TO CARPET NOSING (TYP AT EA TREAD NOSNG). AMC SUPPLIED & STALLED CARPET BASE WITH TOP EDGE. AMC SL>PPL.IED g INSTALLED CUT CARPET BASE TIGHT TO TREAD AND EXTRUDED NOSING 4 1111 1 ■ 1 :31 1 • I 1111111 I 11111 I I II:III.I •Itl.l ■ 111 II STEEL STUD ASSEMBLY. RE: WALL TYPE SCHEDULES TILE OVER GREEN BOARD. MANUFACTURER'S HARDWARE FASTENER THROUGH CHANNEL, TILE, DRYWALL, AND BACKING - TYPICAL EACH SIDE SPACE PER MANUFACTURER'S DIRECTION PARTITION PANEL PROVIDE 18 GA. (.048), 3 I /8'W X 4I1L STAINLESS STEEL, TYPE 304, 144 SATIN FINISH CHANNEL AT URINAL PARTITIONS. PROVIDE 18 GA (.048), 3 I /8'W X 7I"L STAINLESS STEEL, TYPE 304, #4 SATIN FINISH CHANNEL AT TOILET PARTITIONS. PARTITION FASTENED INTO CHANNEL WITH MFR'S HARDWARE FASTENERS.. SPACE P MFR'S DIRECTION ti NOTE' CARPET BASE TO RUN ALL THE WAY TO THE SCREEN WALL AND PROJECTION WALL AT IT HIGH 18 GA. MTL STRAP X 12' WIDE OR 10' 16 GA STEEL STUD BACKER AT EACH S ED PARTITION LOCATI I N R COD Q Lu FO �Pp� ® PENCE Nov - 9 2007 I P -4 (SG)I AUDITORIUM TRASH ALCOVE - HEAD NOTE' REFER TO FINISH SCHEDULE FOR PLASTIC LAMINATE MFG'R E COLORS. STADIUM SCALE : 1 " =1' -O" SCALE : 1' LOW VOLTAGE "USHER' LIGHTING BEHIND FRAME AMC FURNISHED INSTALLED PROVIDE A HOLE FOR FLEX CONDUIT CONDUIT FROM J-BOX TO ATTACH TO USHER LIGHTING 3/4' PLYWOOD (MDF IS NOT ACCEPTABLB w/ PLAS. LAM. EACH FACE PL --3 i; EDGED WITH VINYL T MOLDING. GYP. BD. PAINT FINISH FLOOD CONCRETE FLOOR I P -4 (SG) I SIGN. CENTERED ON BACK WALL AMC FURN SI-ED E INSTALLED BELOW COUNTER TOP TERMINATE FRP AT UNDERSIDE OF PLAM TOP TRASH CAN BY AMC. ANG PAINT ST SCALE. 3/8 " =I ' -0" 1g5 S I La_ STUD FRAMING AS SCHEDULED (1) LAYER OF 5/8 . " GYP. ED. PAINT PROVIDE A' HOLE FOR FLEX CONDUIT CONDUIT FROM .143OX TO ATTACH TO USI -TER LIGHT MOULDING STRIP LOW VOLTAGE 'USHER' LIGHTING BEHIND FRAME (N.I.C.) SCALE: 3"=1"-0" e tm= n eais -re • to 2575 - an J - to • _ •'nto. Cafifom a 92583 -5318 Phone: • • 1.925 2504 ax -. 1.92 .0244 EmaiG stk@slmic.r SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGIINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 68214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WEB: WINLHENDERSOtJENdHEF.RS.COAI PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT I Zz lig KEY PLAN: SHEET NO.: Fri SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington SHEET TITLE: STANDARD DETAILS ui i Cl) In o co ( ui In In rn a rn �aaaa�a�mr��aw ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS INDICATED A1003 g9 4 VVO fcg§ RECE W JUL 1.2 2007 . �,t_,\e tii l DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN IT DEEP ADJUSTABLE SHELVES OF FEASIBIUTY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 50% TENANT PLANS 7 -18 -06 •� 8 -21 -06 I ALUMINUM PROVIDE ME-5 DIVIDER STRIP AT CARPET /TERRAZZO JOINT (E vEED IN DECORATIVE CONCRETE) 14' DEEP x WIDTH REQ. x 3/4' THICK PARTICALE BOARD ADJUSTABLE SHELVES ADJUSTABLE GREEN O. "_ Y • � :; I _ WALL ASSEMBLY 3/4" DB W/ PL —I TOP, SIDES, FRONT AND BOTTOM EPDXY -BASED TERRAZZO 0-9 � AS SCI-ED. PL-1 < - . •• AS 5C�EDL1lLD I WALL TLE + CT-3 BOTN SIDES AND END III I , LETTER AND STAR LETTER i llflV IMAGE DIVIDE S TRIP • ` o r: FACE RE= INTERIOR ELEVATIONS - TWN SET MORTAR BED kr SCI- I.UTER OR EQUAL) OR AS WALL TILE AS > SCE EDL�. S7 8 1 . GA METAL STUD 'GREEN' 00(V 10Z — RUN LATICRETE 9235 WATB2PROOFING NEMBRANE ON FLOOR DECK AND LP GYPSUM WALL BOARD G ' PER MAN.IFACT LPE R' S INSTALLATION ` / / /1L RECOMMENDED B EPDXY-BASED TERRAZZO FIELD COLOR Mir SUPPORTS STAINLESS STEEL. COVE I ME-3I / (I) LAYER 5/8' GYP. BD. EACH SIDE AND FACE = i■ A i M==r PAVER TI AS LE SCI i E \ / (BLACK/ZINC) EPDXY -BASED TERRAZZO (WI -9T17 ANCHOR S i TRACK WITH . 145" DIAMETERS (ICC ES - 1663) -:•r STAINLESS STEEL COVE CONCRETE SLAB -EDL . I • 'i7 PINS A7 2 MN. 2' NTO IME-3I ' •" V ~ f � � 's SPEC 'S I . . ° ° d CARPET _ (BOTI -I I I SIDES WITH INSIDE AND OUTSIDE CONNECTORS. RE= CO 17/A1004 PAVER - CONCRETE SLAB REF. BASE BLDG. DWGS. PL —I PTB —I I ; 2-0 ) {,. COSAND TO P, BOT. E FRONT NOTE= CABINET SYSTEM IS FOR STORAGE OF CLEANING EQUIPMENT AND SUPPLIES — _ N a v d v d <71. •�iiiiiiiiiiiiiiiiiirrir r�r ii ir-�ii� f U TILE AS Sq- EDU. ®. �l�'iiiiiiiiiiiiiiii.I. • e e • ._..d y a a • a 4 ` / / ECG / SE PLAN BASE BUILDING CONC. DECK ASSEMBLY. J • . _ .. r • •• . • • ...' ~ • . • • • ..'•• f • • ` CONCRETE SLAB INSTALL ANTI FRACTURE ASSEMBLY Mt..MeRNE UNDER TERRAZZO SURFACE AS SPECIFIED. WA1ERPROOFIIG AT WET ROOM ftOORS 1 - 1/7=1' - 0" SCALE = r� CABINET DETAIL SCALE _ � 13 JANITOR CABINET SCALE _ 9 C FLOORING DETAIL SCALE = 5 WGMENS RR LAO/ WALL SECT SCALE _ � 1 ,/ - =I. 1/2' =1' -0' 1/4 " =1' 1 V2' =1• -0" DRAW DRAIN I I METAL WAINSCOT EDGE STRIP ME-7 - - - C CAP I CT -3 I CUT TILE TO MATCH FULL WIDTH OF WALL HONE SMOO71-I ,411 CUT TILE EDGES. 0 I EDGE STRIP ALUMINUM -- ---/ v E MIRROR ABOVE PURSE 51-� F SCI- SCI-- IIE)E -A OR EQUAL, BL�F EDGE- STRIP AFTER INSTALLATION. CARPET : _ — AS SPECIFIED. RE= INTERIOR ELEVATIONS EDGE OF GYP. BD RECESS ` WALL A RE CNl Jr 5B-2615T FOI.R *EEL = FACE EI210R ELEVATIONS #5G5T RE: 2D0 A/A101O IJJJ RESTROOMS — N � `7 — — — Pxla BRACKET BACK BOARD BpaRD 7 > I rr r � • l V . SOLID SURFACE PURSE Si -ELF UNIT T.O. SHELF CONGEALED TRAGK STOP W/ RUBBER BUMPER ® EACH E N D TILE GROUT W/ JOINT WIDTH AS SPEC"). THINSET PAVER TILE IT I I g a. L\ j \ /J BOTTOM OF TRACK 4" 18. GA METAL STUD AT 16' 0/C "GREEN" EL.: 2'-10' i s �- te ■ r ■ - - _ : 0 • o a III — — -- ' P E N D A N T W / N Y L O N t o r LAYER 5/8" GYP. D. EACH SIDE AND FACE END .9/f L-,S u) = L - PROVIDE 17 20 GA FLAT STRAP BACKING CENTERED ON PURSE SIDES, C Wrr A N71 TNJOUS BACK AND 111111111111111111111111111111111111111111111111111111 (3) SINK CONPARTIv1ENT AS SFECIFI® ' 5>$T I I I I TOP EDGE OF DOOR MORTISE PLATE INTO TOP ANCHOR STUD TRA TO CONCRETE SLAB WITH 115' DIANETk� ' 07 PINS AT 24' O/C MIN. 2" INTO CONC. VERIFY TRACK STOP LOCATION TO ENSURE DOOR WILL CLOSE ENOUSH TO ALIGN WITH POCKET OPENING OF D pF%gIOIO ( = . WALL ASSEMBLY AS SCI- IEDULED RE= WALL TYPE PLANS E SCHEDULES STAINLESS STEEL COVE ME-3 (130T1-1 SIDES) WISH INSIDE AND OUTSIDE CORNERS, AND COMECTORS. RE= 17/A1004 PAVER TILE AS SG- EDU�ED CONTRACTOR TO USE THIN SET BUILDUP OR FLOOR STONE AS REQ'D. TO ALIGN TOP OF CARPET W/TOP OF TILE STRIP. FEATHER OVER MIN. 3'-0' WIDTH OR AS REQ' D. TO MAKE TRANSITION IMPERCEPTABLE. RE: INTERIOR ELEVATIONS FOR WALL FINSH MATERIAL BELOW PURSE SNE3 F SLIDING PARTITION HARDWARE BY GROWN INDUSTRIAL SUPPLY OR EQUAL { ^' r • M 3-BAY SINK SCALE' � 18 ) pusE DETAIL S f 14 VENDING DETAIL SCALE: r 1C CARPETIPAVER TILE TRANS. SCA LE _ � RR LAV WALL SECTiON SCALE 2 1 /2' = ►' -O" ��_, . _o" „ 2. = ►' -0. 1 I/2 " =1'-0" . d • y • EPDXY TERRAZZO (TYPJ A SEE DIM. BOOR $ c oo EWED FOR E COMP �4NCE APPROVED NO - Z�O7 IL Tukwila N DM ! J� SI V GYP. D. CAP TILE I CT - I PLANS 8� CUT TILE TO MATCH FULL WIDTH OF WALL ASHY ALL CUT TILEL.E EDGES. C TILE 3 ee SCI- �DLJLED — WRAP WALL AROUND CORNER I " ' ! ► I ! � ! l04 ® Ln a p rn 4 – BASED • • • • FIELD COLOR paP 4L-,s T _ © . _ . • - - - • • • . . , - f 1111:01111:12111111T OaattEt0000t 0 OOOOO 000t f I WT _ ro -=� - - - SOLID SURFACE I SS 3 I LAVATORY DECK UNIT BRACKET PER WALL ASSEM ASSEMBLY AS _ _ 1:101:1 1:100131:113 H - A 1004 ICE ICE CL03BER 51M. UNIT RE= BII6 DRAIN. RE= DRANGS. BUILDING 4' HIGH 7 IS DES AND .01-2 - - - o- o - - [ /7 I 1 1- n -- 1 III 1 1 fl 1 1 1 / .. N x c " � 5 I- �= a u ) 1 _ - C 1 _ SCNEDLLED c : x lilac III IM III CIE - OCCURS). 13111 - t•. • • �� d .. - . 4 • : • ' A • ^ • - ' , • • ' .' - • • . • • . I LAVATORY DECK MFR REQ I IT WIDE r — --� 01:111 I ICE BIN ___ UNIT. RE= BIII -8116 F01117011111:1111 OOOOO 000 I I - - - TENCH I• /f ‘ / C RAT STRAP C KING A WELD TO FRONT FACE OF MTh STUD. BEAD EX SQUARE CORER BEAD AT ED CORS OF WALL CORNER BEAD AT /OCO5OF BEAD EX SQUARE H WALL d v i • 00 • - EPDXY -BASED TERRAZZO g • IME110 mono: [WOO FL UG <— CT I -era C WALL TILE I -3 - A ° LETTERS - (WHITE) • !! 1 t ; BASE } METAL EDGE ° f WRAP THIN SET TILE / V8' TILE JOINT -- I/8" TILE JOINT STRIP' STRIP' ME I RE= © I I 0 , BEHIND TILE. . LP AND OVER CONC. CURB PLAN ICE BACK. CARPET BULL NOSE STAINLESS STEEL COVEI ME-31 METAL TRIM EDGES END TILE TOE FIT T TILE END. SET FLUSH I JOINT FRONT 2 . SIDE (BOT SIDES) WITH INSIDE E OUTSIDE CORNERS, e COMECTORS. RE= I /A1004 BETWEEN METAL TRIM EDGES WALL COVERING WITH AS SCHEDULED CORD OF WALL Ab04 ' RR LAN. E LEV A 11ON SCALE _ FLOORING DETAIL SCALE: 15 FINISH DETAIL SCALE _ C TRENCH NAT MACHINE SCALE' TYPICAL TILE CORNER DETAIL SCALE: I -I O FULL I/2 al -0 3/8 -I 0 I 1/2"=I'-0" 2' N ` "`�: .. =�. : . . - ti ~ ' ' 71-11N SET PAVER TILE ADJUST D "� rr ■ ■ ■t�r1 ■� ■rf� ■� ■ ■���rR 111111111111111111 ■rrrArlrl ■1ru■�■■ ■ ■■ ■ ■■rl■ ■ ■_ ri■Nnnr i■ ■ ■ ■•1r ■ ■ ■ ■R1!1■rN ■rrw ■w ■Mrt TRENCH DRAIN. COVER RE= PL IJvIBING DRAWINGS M u>N u� 1=J pi= ��� /w>lw ■ ■ ra ■■ ■ ■■ ■� ■ r ■ ■lel ■ ■■ a : PAPER 70WELLP7D -I I 111111118811111111 TRENCH DRAW RE= PLUMBING DRAWINGS BASE BUILDING BACK -7O- .�...:.��. :�� uN mw UM �I■ rl�rl ■■ ■■■ DISC UNIT RE= BARGED RR illirdtr11Rr1r EDGE STRUCTURAL SLAB _ RE BASE BUILDING DRAWINGS. BACK r■■Irrl■ ■r ■ ■>t ■ ■ ■ ■■ r ■w■ra ■ ■r ELEVATIONS GROUT TI- GCKNESS AS REQUIRED TO PROVIDE POSSITIVE SLOPE/ DRAINAGE FROM FRONT CURB TO TRENCH DRAW BACK WALL TO TRENCH DRAW. I I WRAP TI-IIN UNrrs AS r■■Irrl■■r ANGLE REF= STRUCT. • , , :: • ,` = :. . .' • ` ACOUSTICAL SEALANT r■■urr R5 20D /AIOI V E N DI N G AL CG ALCOVE OCCURS ■tIP .[II iI■ i IIrA EMN ■..,..:M WALL TILE I CT I i ■■Irr i ■r ■ ■ ■■■ ■ ■1 ■ ■■ ■ ■� i ■ ■tir ■r II= MEIN ■ ■r THIN SET PAVER • TILE. RE= FINISH ~�•r �. I I — �; — — - MMMZ1i WAINSCOT METAL io Ii ` ��. ■N SCI -EDUCE cA WATT PROOFING A PL ANWS TERPROCFING SLIDING PARTITION ■ ■sav ■ ■r 4 ■ ■■i■■■■ ::: : ii TRIM I ME -7 I �© BACKER ROD AS REQUIRED � r r � ..� .�.: P P. . ° ° a = o ` ... ...... .a_ 1 �� o . ' 1■ ■trrt■ ■r ■■■ ■rr■r<■ flruirrl■ ■r ■ ■a■�r ■■ i■ NM ■IWr1d! RI - =1E,.c:I MIMI 111111111M11 PER BRACKET (SHOWN IN OPEN POSITION) t v e a 4 • r• ■- !MAINEi 111.. a> ■ ■rf■■n LAN. DECK MFR i ■ ■rtr. ■rtr ■iunrsor■■■ ■■ ' . .01-2 -- -- REQUIREMENTS SET TILE I UP AND OVER BASE BUILDING CONC. CURB MORTAR B® '° , J bd , :: .. • .. n - � ' a / N _ f CZ O LL_ . 0 v Lu \ 1V09 1000 CONGEALED STAY ^ i I CHANNEL @ BASE OF 17008 REF= STRUCT. SOLID SURFACE LAVATORY DECK um STRUCTURAL BEAM BEYOND kr c co I I 40-.6 - 1 - - - - LI— ii } i` =- PROVIDE IT WIDE 16 GA CONT. TRENCH DRAW. REF= RE: PLUMB DWGS. ® ® 2 r, 1V10a 9.NIG1119 \ / WELD TO FRONT FACE OF . _ _ .._ ►� ' . ' — STADIUM DECK/ RIS — I PATE OR STEP AS OCC.lS; �, • 6 STRUCTUE �BETWEEN ` - - - - -'- - . . - 4 a '' . ... '. C ONGEALED STAY ROLLER R: 20A/AI010 I � --- WALL T1LE I CT -3 I VTICAL WATER POOFING — WIDER TI IN SET TILE AROUND SECTION SIM METAL EDGE I . ' ' STRIPI ME-7 I RE= © a P 2007 ' Y , _ A1004 TRENCH DRAIN A1004 _ ` • .' OCOEALD STAY ROLLER PER DOOR • I �� STAN ESS STEB COVE ME-3 30TH SIDES) WITH INSIDE ANT a - . E OUTSIDE CON S, S C O R R I D Q R A1004 CONNECTORS. RE= 2/A1004 RR LAN. WALL ELEVATION SCALE = r D �N ®LNG DETAIL SCALE _ 1DRAIN AT CON SCAL TRENCH DRAIN AT ICE MAHINE SCALE WOMENS STAMMDECK TO WALL. ' . 1 ". 3 " = , . _ DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBIUTY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9-7-07 DELTA -1 SET e in De n Troutm ie istere Architect 257 . Jacinto ve., San Ja nto. CaWfom.a 92553 -5318 Phone: 9$1.9252504 IF 551.925.0244 EmaT stk©stlunc corn SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 in ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 1E1: 913 -307 -5300 FAX: 913- 307 -5400 WEE> WWWJ1ENDERSONE GINEERS.COM PROJECT FOR: amc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT drie�d z SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington u;iuiuivu22221f 22E2E2E2 3 � °aaaaa�aaaai cpm0. ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: STANDARD DETAILS SHEET NO.: A1004 64 O A min U7 PROJECT NO.: 223 383 - 05 SCALE: AS INDICATED DATE: 30" 30" FEASIBILITY FLOOR PLAN 5 -4 -05 WITH J -BOX RUSH MID 5 -1 -06 30% TENANT PLANS 3/4" EIVETY CONDUIT TO SOUND RACK 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 406mm - 406mm 100% TENANT PLANS NOTE= • - I -EIGHT TO HIGI -EST OPERABLE PARTS WI1CH ARE ESSENTIAL TO TELEPHONE OPERATION 11-1IS DETAIL IS FOR INSTALLATION AND ADA COMPLIANCE S ONLY. RE= DIMENSION FLOOR PLAN FOR PNOnE ALCOVE CONFIGURATION AND COORDINATE P�p►�E W$TALLATION WITH LAYOUT. - — I *I(I 'lilt 1l Wit STEEL STUDS FRAMNG. RE= WALL TYPE PLANS E SCHEDL .ES • • • ' r • ) — 11 . -> — 11 • 11 • 11 if MC EMITTER (OF.CJJ PE 600E g0'WX7.�5'{ �(3'D) — UNIT. R- 11RN1SI -ED AND INSTALLED BY LOCAL. SOUND of RACK bji. Iii , � NFIT! j f T .' � ��� a-IM L p i , T TELEPHONE UTILITY COMPANY = WALL ASHY. RE WALL TYPES PREFAB. FLOOR PLAN AND SCE• EDEIIES FINISH PER ) ELEVATIONS ALD EMITTER (OF.CJJ PE 420E gL5'WX7.12i"I- IX2.625`D) SOFFIT LIGHT RE ELECTRICAL EASED EDGES 3/4' EMPTY CONDUIT T.O. HAIR RAIL \ _____ 5U2ROElND RJRMSI -HD BY AMC INSTALLED BY CONTRACTOR !) � ° , r I•� TO SOUND RACK ) I = (-- 35 MM PROJECTOR CONSOLE MILLED WOOD TRIM PIECE a c3 a O PAINT (P 14 q') AT FRONT, a co PORT WII�70W RE= I/A1001 At�rr TOP BOT. _ z DRYWALL SCREW CAT a) LAYER OF 5/8' GYP. 13D. vvl�zE ADDmoNAL 5/8 GYP LAYERS _, - 70 7 - .�_ .._ i - • , . • • ..� ' • • . -- a LL (OFA.L) LCD PROJECTOR (OF.OJJ DISPLAY) (OF.CJJ X 17.321' I-D CI / 8" / 8" .OI -.Z °�'� PART -� I ,_4. CENTER LIhE of DOOR LEAF 0 % — ► 4 / ' 2'-6' INCREASE T1-1 OF ` DRYWALL SCREW ACCORDWGLYJ A T EACH STUD. COUNTERSINK E FILL. PAINT PEAR TO MATCH TRIM � 14 -1 14 -1 8" / 14 -1 L..E:D. SIGN AND TWO EMITTER PANELS TO BE MOUNTED AFF. SO BELOW T CEIL WG AS PER T 2 B_EVATI�i. (MERE FINISHED CELiNG I -E�-IT PERMITS) % 301D X 481 CLEAR FLOOR SPACE FOR FRONT APPROACH L _ ""�� 0 359mm 16" 0 �, 359mm 1 6" 1 w _ 359mm 6" SOFFIT - b � 35 MOPIX (68.85t 1 �' " �— o I 406mm 15 -1/8" " : 406mm 15 -1 /8" 406mm 15 -1 /8" EASED EDGES f i._4" Oj MM PLATTER (OF.O.IJ FINISH PER ) INTERIOR ELEVATIONS i � BOOTH 395mm ROUGH -IN 1--3/4 395mm ROUGH -IN �} I 1 " 395mm ROUGH - IN - m - 2X 1 „ GYP. BD. } - - = •' . // / // /f,J/////// // ELEVATION ' / >/// //,,,,,,,,,,•,///// PREFAB. BY 2 /// // TELEPHONE SHELF FURNISHED AMC, INSTALLED BY CONTRACTOR SECTION PLAN �-2X 44mm � 44mm 44mm * DUPLEX OUTLET WITH FLUSH MTD SOX � ' BACK PANEL BACK PANEL I � 16 -3/4" 425mm SCALE = 13 WIND SCALE _ ._ WOOD CHAI RAIL SCALE _ � ' PHON MOUN11 REQ' SCALE 1 - �Y� �) 1 /4 " -l' -a" 1 /4 " -I' -O" FULL I /2 "al' -O BACK PANEL C UNE DOOR LEAF ( CF PORT= RE= AUDITORILJIvi I RE= AUDITORIUM 2 RCP L -= 0 i I i 3 -7/8" -3/4" R Dfimm 25 u) Q '. ' I : i I �- GH -IN E54mm RE= DETAIL 15/AI005 FOR DRINKING FOUNTAIN UNITS) ROUGH IN DIMENSIONS AND INFORMATION GYPSUM BOARD SOFFIT RE= RCPS 1 ACCESS PANEL ACCESS PANEL ) INTERIOR 2'101 # / ELEVS INTERIOR ELEVS j LAY IN CEIUNG N ! L 4r4lk i " BLW 5/8' GYP. BD. RE= WALL TYPE SC E e INTERIOR ELEVATIONS ' ACCESS PANEL 6 ' A TOP CONT. AROUND ! ; t 1 ,. J : • i� 1 I 1 � � I I ` - .� , 0. .. I 7: 4'x9' POPLAR FRAME GRAPHC PAM.. ATTACH W/ 2- 6' SCREWS 18" O.C. COL�ITERSINK > FLL TOP AND BOTTOM PAINT �' (EGG SHELL FINISH) FRY 'F' SOFFIT LIGHT RE= ELECTRICAL LED. SIGN OF.= RE= 1UA10C I - q2 WA-- I S I S / ,■, a cn FLOOR LINE 16" CAULK ALL EDGES AROUND PANEL TO TILE EDGE WITH CLEAR UNIT SILICON CLOSEST SEALANT LOBBY �_ �� — _!U� -���,� 7 ��1�� `� REGLET REVEAL CONT. DRMF -62 -625 - TO REMAIN NATL RAL_ ALUMINUM COLOR 406mm ROUGH-IN OF TO I , -4 , REAR WA- Sl- RROUND S PEAKER (OF.C.IJ i PROJECTION PORT WINDOW REAR SURROUND SPEAKER (aJ =.CJJ E �A ii N n CEM ER LINE OF DOOR LEAF ,� � ` � .��, W ... o ''`' ELEVATION , , RE: PANEL ELEVATION ► ) • * ,� ` I , { CENTER LINE OF ALD (OF.C.IJ ///////// IMPORTANT: MUST FRAME FINISHED WALL FACE FRAME FLANGE BACK PANEL BE INSTALLED FLANGE WALL MOUNTING FRAME SO BUTTS AGAINST FACE. / /// THAT / / / / / HOLD ROUGH WHEN INSTALLING FEDERAL DIMENSIONS REQUIREMENTS / / / / / / / -IN DIMENSIONS THIS UNIT, LOCAL, CODES SHOULD BE (LOCATIONS, WASTE OTHER THAN MUST PROVIDE TRAP / /// / /// ± 1/8" (3.2mm). STATE, OR ADHERED TO FOR AND SUPPLY SHOWN. FOR PROPER ,. DBL DOOR OPBVNG SOFFIT ! : - �. , i i 7/8' x 11/2' FIRE- TREATED WOOD BLOCK ATTA(� w/ 2 DRYWALL SCREW a 18 O.C. '" RWC �.� (OF.C.IJ AS VANED FROM A /I J 7/8' METAL FIJRRWG AT 16' O /C. 20GA RAT STRAP STL BACKWG, SOFFIT LIGHT RE= ELECTRICAL NOTE= SUFFICIENT WOOD BACKING EMITTER PANELS TO PANEL_ AS FOLLOWS= LED. SIGN (201-1X6 2. EMITTER PANELS BE PROVIDED STUDS) (8'NX3 STUDS) FOR MOUNTING OF LFD I± WITHIN ACOUSTICAL �-�� I ° 5/8' GYP. BD. PANS. SMOOTH, BLEvtI� -i FREE (LEVEL 5 FWi51 -D SERFAGE TO_�NE GRAS-11C OVERLAY ELEVATIONS FFOR INFORMATION ME AL GRAPHIC OVERLAY J REMOVE VALVE BUTTON TO ELBOW ONTO WASTE ELBOW REINSTALL FLOW ♦ **INSTALLER INSTALLER INSTALLATION. L i j '23 7/8' METAL FURRING AT I'-4' O.C. � I { . I I I l - DOUBLE - LAYOUT SCALE = r , FEAR WM B.EVA11ON SIT AID. 115 00 S , iO S DN AT DRINKING FOUNTAIN SC ALE _ 2 FfRE- TREATED WOOD FLOCK 7/8' x 1 U7 ATTACHED w, r DRYWALJ_ ► a >s 0.(:. ,� 1/4 " =1 ' -O" „ 3 , 4 " = , . _ FROM PUSH INSTALL WASTE BOWL. AFTER IS INSTALLED, VALVE & A JUST D 18 -•5/8 3/8" 3/8 O.D. TUBING & SCREWDRIVER STOPS (BY OTHERS ( ) 88.85' REVIEWED � E - 9 2007 rLlkyylia O MSI . N F N. RR FRY REGLEf 'F' REVEAL CONT. DRNE 625 625 TO REMAIN NATURAL ALLMIN.IM COLOR .9 473mm 3 " � r WALL BRACKET O w AL.L SIDE SCREWS BO UGHT BRACKETS INTO LED. SIGN TO SIGN ONTO WALL PAINT LINE �!! „C C ODE 76mm 111111111111111 CO P�IPI�,gIy C A ���� VED 5USPE�H? CEDING ASSEMBLY. RE= RCP. NOV 1 6 � 4x9 POPLAR FRAME CONT. AROU D GRAPHIC PANE -. ATTACI -ED w/ 6' SCREWS, EACH SIDE o 18' O.C. COUNTERSINC & FILL AT TOP E BOTTOM PAINT BLACK I x/16' o �„ ` HOLD HOLES II die die MIMI 1 - SIGN (OF.CJ.) CHARACT S %'s DIA- wpm's 0 m ` co \ DATA DISPLAY MOPIX LED DATA LEES OF 32 3.7 AMBER DB332 -3 APPROX. I/VEJGNT= 100 LEIS. POWER= 120 VAC (W/ PLUG) LED COLOR= AMBER - IhIT) P - 2 (ES) I O 1 33-11/16” r FFAPAcE OF GFRG(ES) ELEVATIONS LDIN FOR FINISH Cota�vuv GFRG SURROUND. 1 V f t. I . : RE= DETAIL 2_/A1005 FOR ACCESSIBLE ARANCES � ��: - - �� vir. ■rriiii L�„�� =l .:�`� �� •� DRAIN WASTE ELBOWS 28 /4" FOUNTAIN WASTE BENDS (SUPPLIED) MTGFR.DF2 MOUNTING FRAME . 32 CHARACTERS �I � 3, AMBER W I I EIS IN REVERSE- 34" _ i - F SU PPLY < =_1 IOR ELEVATIONS I 3.2' AMBER LETTERS IN REVERSE-- 32 CHARACTERS 864mm (% �- U........„._ (BY OTHERS) * * TRAPS (BY OTHERS) 27-7/8" 20GA FLAT STRAP STL BACKING. 'D. I W - 11/16 I 3.7 AMBER LETTERS IN REVERSE- 32 CHARACTERS ( z WALL COVER As SPEC > :: I 729mm FOUNTAIN SUPPLY GFRG � M RE= ib /AiooS J 88,85 Q i 1 °' �, 4 ,. : . =f > 1 f 39" 39 32" 32 -7/8" FONT 1 WALL FACE 991 r mm 812mm 27" U 07.......ig ca ¢ re 6' VINYL BASE VB ) B BOTTOM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , 1. �= I 4 I 686mm r FLOOR LINE 708mm WASTE i , 835mm WASTE FOUNTAIN TEIN 1 " ` CARPET BASE AT BASE Obi SLJRIROLJND. DATA POWER BACK (AT AUDITORIUM 115 ONLY) ) ( I LOBBY \ / / / / / / / / / / / / / /) / / / /// DRINKING FOUNTAIN ROUHN DETAILS SCALE _ r 1 I/2 " -1' -O" L 1 J REAR WI4DOW C DEFAL (NW.� SG AL _ E _ r 3/ " =1' _O" L I J CORRIDOR GRAPHIC VERT. SECTION SCALE= I• 7 P COLUMN ELEVATION SCALE _ r , I I/2 =1' -O "" L _A 3 "�I . _o" Z o b" 18 GA. METAL STUD 'X" GYP BOARD LEVEL 4 FINISH CHANNEL 5/8' TYPE 'X" GYP BOARD TYP. q LAYER), L EVF1 4 FINSH STi CODUMN VARIES RE= DIM FLOOR PLANS C f ' FALSE 4'x9' POPLAR WOOD FRAME zo N SYSTEM GRID APICAL m EA. QUADRANT) I/8 STIF EN R WELDED DOOR I . 1 1. PILASTE R VARIES RE =DIM FLOOR PLANS 5/8" TYPE (I LAYER), NOTE: RE: 2013/A1010 1 4 STAY ROLLER #CRS - 14 R E GRO INDUSTRIAL SUPPLY OR EQUAL FEARING RUJ1V5 VERTICAL CONTINUOUSLY ` ANGLE TOP, CENTER AND BOTTOM (TYPICAL o EA. QUADRANT. n CONGALED STAY ROLLER GAL CONGEALED STAY U ER ROLLER EXP ANC Ye FLAT !WSE - ■ M,L� I ,L I !,IP1 1 ,U 1 . 1 „�L I � RE= REF. 18' Q1TS) q CONT. AROL,ND GRAPHIC PANS . ATTACI -ED w/ 5 DRYWLL SCW A I8O.C, BOTH SIDES OF FRAME -±- 2 Nv 1 WIa r2 CLG. PL.NS. COLUMN GRE= STRUCT.) (RE= STRUCTJ .. SEEr-1 a = . BACKING. CONTINUOUS VERTICAL OT f t , L FILL PAINT 0 _ . /. . FACE. TO OVERLAP SIGN BY 6 MN " �51DES V IN EI2IFIY SIGNAGE WITH WAYFWDWG PLANS. � (ESA LAP SPLICE AS REQUIRED I I — 11111 -‘ GRAP HIC OVERLAY W I.CJ C k r■■ ■�rl — — , 5/8' GYP. BD. PANEL. SMOOTH, BLEMISH FREE a_EVEL 5 FINISH) SUR FACE TO RECEIVE GRAPHIC OVERLAY I 1111111114 - I ,� 4 . �. GA. S' STUD FRAMING AT 16 Olc " GRID i r III .� 41 ft f- I �'� STEEL COLUMN RE= BASE BLDG. BULK HEAD SIGN RE= WAYFINDING DRAWINGS. BO ,...--- ! i :.: _ . _ ..:: i•�se.� CONGEALED STAY ROLLER RE: 20E /AI010 - I I _ I ' - _ ♦ __ 7/8 ' METAL FURRWG PLAN mid GYPSUM BOARD. 5 /8' GYP. BD. RE= WALL_ TYPE , S� WTERIOR ELEVATIONS AT 1 4 O.C. 20GA FLAT STRAP STL BACKING. CONT. SECONDARY STEEL STRUCTURE PRIMARY STEEL STRUCTURE MET. � � I I FINISH \ 5/8" GFRG COLUMN SURROUND WITH FINISH AS SCHEDUI FLT. A B I I . I I I I I I I I I FLOOR n GYP. BD. CORNER BEAD TAPE SAND, BEAD. AND PAINT OVER NOTE= GFRG SURROUND TO RUN RE= INTERIOR ELEVATIONS 6' ABOVE CEILING ASSEMBL RE= METAL STUD, RE= WALL TYPE S 7/8' x I L/2' G- EDEA.E FIRE - TREATED WOOD BLOCK ATTACHED w/ 2' 'F' , : RE= Rte. L� I II I. L N 2" Y , } CLG. PLANS. SCREW a 18' C>IRMF - 625 NRF ALLIIvtlNUvl FNS- -I 0.C. '� GYPSUM BOARD. VENDING DETAIL SCALE: r 20 GFRP COLUMN SURROUND SCALE' �� COLUMN WRA S CALE _ ��, CORRIDOR GAPHIC PLAN SECTION S CALE = r � _ C4) DETA 1 1/2"=11-0 " NO SCALE 6"=1 "� . _ " 3 1 0 ^ S CALE "_ . _ n 3 -I O DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7-06 ' 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e in ■ ern Tro tm istsre Prch�te • !2575 Jacinto Re v e . . San Jaanto - a 92553-5318 Ph a: 1.925 2504 Fax 951.924.0244 : sik@stlmic SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 - 1956 PROJECT FOR: REGISTERED IAA H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913-307-5400 WE& YAINLHENDERSONENGINEERS.COM amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W SHOPPING GTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington gpmirifiudinti 1=47( aQyz(MiaSmcmma.„, J 8 w icaffilicH t ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: STANDARD DETAILS SHEET NO.: PROJECT NO.: 223 - 383 -05 SCALE: AS INDICATED A1005 12 2007 ' INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN STL. STUD CONT. FEASIBILITY FLOOR PLAN WALL FRAMN AND � SIDNG BY O = rLR.,7. RE BASE BLDG. DWGS. 6-7-06 50% TENANT PLANS Tighten this screw to look tilt in plane .. 20 1 1 7/1 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 112 SI-EET METAL SCREWS POSITIONED AS INDICATED. PREDRILL WOLES N BACKING AS REQUIRED. SCREW SNANIK TI- TREADS SHALL PROTRUDE TI-IRU BACKING AND EXTEND MIN. I/4' INCH BEYOND BACK FACE OFD BACKING. TYPICAL OF 4 SCREWS PER 13ARCKET• ill /16 - .., . ll 1 { P -I1 BEYOND BEYOND • • . •!!!!! a!! ��•'!, !i!!!!! _ 1.3116 �i O 915/16 �° 13/1 1 / I I Tom € �• AIp06 8 4 SLIDING GRILLE REF. M mum a ■m 1/1M1�1�!■ !!!1R!!! ! L ANDLORDS DRAWINGS ! , ■! p T 1T .9-.Z . - a _ I I f 1 t • --. - MIN. 6' I6GA. 5 1b- . Q o i'� ; !!!!!!! 11111011110111111 1!!!!!! MUM �liillriI! o. N a i l f'"' Minn u nn .... ti mat .... .,.: - . , .... r,y...� -.. v : " ; ' ..L...,, ......,M' r ,. t_l iiin"ra nom STUDS • 16 OC MOW M1/1 AX 1 I 111 _ 1 SONY - I�IIVLB2SAL PITCH - ADJUJSTABLE� WALL MOUNT LCD MONITOR BRACKET NOPLP -9VD (OF.O.I.) laaa `O ar NM AMU' . .:: IIIMML All 'A 'um = em u` -'r '` "` a MIAM _ ;:: ■ !!!!!! SWUM ISMER I I VARIES ■!■!!!! 110'.0M imumums SCREEN FRONT SIDE EMENENR W! AMMIMMmUSEMW IMUMMI • 3 5/1g ". BD. SOFFIT BACKER ROD W/ BMW. iliiiii ° �_ BACKER ROD w/ SEALANT F �wi / � A . TILT BRACKET - FRONT VIEW BRACKET I SEALANT ` 0 N 1 - ° 13/45c4 ANODIZED ALUMINUM STOREFRONT FRAME SYSTEM 1 i � 1 I - o _ o ( CASEWORK FILLER (AS occuRS) WJ.ca _ _ -. _ . e ' I Q Q � 4. b � T • AT HEAD .IAfUB �ME-I 4 ' '. � � Q fl a � • a • © 2 BACK 0 SIDE Up �-'- I ! . ,�Y� 10 Af006 � 0 CI BOX OFFICE EXTERIOR ELEVATION � GRILLE REF. BASE SLIDING GRILLE BUILDING DRAWIGNs PL { { T- NSW BOX OFFICE I VB-I I • • • 20 GA GALV. STEEL PLATE CONTINUOUS BACKWG WHERE WALL IS NOT ON FLUTE LINE RE: 8/A703 16: BRACKET BASE ra" TOUCH SCREEN SCANNER CASH DRAWER TICKET MODULE ELEVATION SCLE _ 5 I HEAD /JAMB SCALE 1 --.4\-_ :L! „2 " _o" DETAIL 3.�, . _o" WWI 1'1 MUM 3'X3'XV4" ANGLE ATTACHED TO TI-E BOTTOM OF T1-E MEZZANINE SLAB WITH 5/8' ROUND NILTI KWIK BOLT II • 24 O /C. FOR SUPPORT OF I �JNG ANDGLE CONCESSION ;� ;; TOUCH SCREEN MONITOR :' , I BRACKET -- END VIEW =:. ,+ SLRFACE OVER COIJ<YTER. N.I.C. E.�ir° it NIL) 55 -I { � ; ;; ' : I/2' GLASS W.I.C.) - �,.�_sw...��� _ SOLID � _ SURFACE MATE"' 3/4' � �� _ � � _ �. y �L`'� SLIDNG GRILLE REF. BASE BUILD/4G DRAWNGS I I IRE' PCP = " r " ' g? _:a::.- ;- a, 1 � �, '. ----_ " "X" " SOFFIT. 4' 18 GA STEEL STUDS �- "F- _ m 'i�.�tl !�� _ _ m 1 ,0 ` F X 7 METAL �A AS STRUCTL�E STOP. BLOCKING ENCASED �� FLUSH OVERLAY TYPE CABINET D OO R S CL �� WATERPROOF MEMI 10 V2" , ASH DRAWER 5/8 TYPE GYP. BD. OVER 4 18 GA. MTL STUDS • 16' O.C. ' 5 /e TYPE x GYP. D. OVER ° AT 16 O.C. �O LID SURFACE CU TO RECESS MONITOR (N.I.C.) o N S QL TO E SPACE BOX OFFICE INTERIOR ELEVATION WOOD BLKG BY G.C.) 15/8" 16 GA. MTL FRAMING 12" OC. 1. ►� ' i , :• � $ ►4 TICKET PRINTER BEYOND. RE 1 PCP - LAY-IN CEILING • r. ,_ l Z//G.„////. �1� iL r. ,_ .0-/...„._ G - - . 0�f�1 /0 /f/�/ .0 • i ' 0 , � , : N SOLID SURFACE TO SUPPORT MONITOR. N.C.) ∎LIS ./.1 1.1. " � is r •. _. F - r 1 �'� O A STORAGE (N.I.C.) SHELF civic) SYSTEM 5 /8' TYPE 'X' GYP. BD. OVER A�� _ ��2�Wr I -I SOLD SURFA•� OVER 3/4' PLYWD SUBSTRATE W.LCa 3/4" FIRE TREATED PLYWOOD CONTINUOUS ON 4' 18 GA. STEEL STNS 16" O.C. • � ' o f (� . LCD SCREEN. (OF.O.D U , W.I.C,J NOTE KEY ( 3 /4" FIRE TREATED PLYWOOD CONTINUOUS ON 4' 18 GA. STEEL STUDS • 16" o.c. I. SLIDING GRILLE, P. BASE BUILDING DRAWINGS 2. NOT USED 3• NOT USED 4. LCD SIGNAGE RE SIGNAGE AND WAYFNDNG PACKAGE PROVIDE PLY 3/4 ' WD. ENTIRE SAD. PROVIDE POWER AND DATA. 5 ' Z POLISI-ED GRANITE PAVER TILE BASE, PTB-3. 6. NOT USED. 7. 2'-6' WGH 'AMC' SIGN (NIX./ PROVIDE POWER. PROVIDE 16 GA BACKNG BEI -IND SIGN, 17 OVERLAP A7 TOP AND BOTTOM AND SIDES. PROVIDE POWER. RE: SIGNAGE E WAYFNDING PACKAGE, ' T 16 GA. MIL ANC -IIOR MTL S1U7S. 1/7 - l6GA. STL • . 16 OC. STUDS a 16' OC. PL -I � ,; � 15/8' FRAMNG, TO 2 N•I.CJ ., 0 � ► i al { CT-7 ( � E N LAYER 5/8" ) TYPE -X GYP. BD. SI- ELVNG. RE= VENDOR DRAWINGS r L J RE: ❑ f . - a 2, STUDS ; , :: r y / IJ 2 V2' " { CT I TILE OVER RE= lO/A1012 ilik ` 5 I/2' VT CEMENT BD. y13-I ( I k a BULK I-EAD 'TIC SIGN WJ.CJ. PROVIDE 16 GA SI Ef T METAL BACKING BEJ�t D SIGN, 6' OVERLAP AT TOP AND BOTTOM AND SIDES. PROVIDE POWB2. RE= SIGNAGE WAYFINDNG PACKAGE. 9. NOT USED 10. 12'X12' POLISI- ED GRANITE WALL TILE, CT-7. H. SOLID SURFACE COUNTER TOP AND FRONT REIIRN (OF. 12. NOT 13. NOT USED 15. S COLLMNN BEHND GRILLE.. PTB - 3 AS I ELECTRI / 12 i _ _ _ _ _ _ ___ _ __ �,` :, 5 �:: , . • : A • • NOTES' - -4 •.••, i • • '1 i� • • dl i 4' 4a - • i • •• • � • 4 • - 4* • 1A !Ill!, �d • 4 . �^ • ■ • . ' • • : - _ e : • : .41 4 - . - ` a 4 4 4 • ;a 4 4 : 4 LOBBY W :i CONCESSION A) CAULK AND SEAL ALL ELECTRICAL, PLUVEING AND ROUGH OPB1VGS TI-ROUGH CASEWORK So TO CREATE A SEAL ENVRO(JVT WITE-0N EACH CABINET MODLI E. B) ALL 51 -E_VNG WITWN CABINET MODU F MST CONFLY WITH NSF REODUREIvENTS. 51- LVNG TO BE PLASTIC LAMINATE TOP, BOTTOM AND SIDES OR STAINLESS STEEL, C) RAE FNSl -I SCI-EDLLE FOR ALL FNSS -I SPECIFICATIONS. D) COORDNATE AND FED WW1 All LTI LITES N SLABS AM WAILS AS REGLFED FOR PROPER WIC INSTALLATION • • ' I r PE = RCP AT PASS TI -ROUGH WIND W DELETE SILL CHANNEL. PROVIDE NISSAN, SEMI- OPERABLE PASS Lx�lrr AND CAP CHANNEL ENDS AS REQ'D. I I REF= REFLECTED CELNG PLANS 0 I f i I MENU SCARD SOFFIT DETAIL SCALE= r 1 13 BOX O FFICE. SCALE= TICKET MODULE SECTION SCA _ ' 5 COUR i DETAIL 1 t R, 2 " . _ " I I/2 ( 0 . " "= _ 1 1 1/2 o I/4' SE , r r r i � ,/ rf' f r' -' ,'' <' %? j -' '� '` ' \ .' .. r' , .7. r '', WALL SYSTEM RE: BASE BL�LDING DRAWINGS SLIDNG METAL GRILLE RE: BASE BUILDNG DRAWINGS SOLID SURFACE COLNTIB2 TOP I I " i I LV I I NOV I I I I y I I B ILDr�G I I 2 ' �O - 9 2007 � /8" uila D T1 it 1 vl .10 16GA. SR- • 16' OC. V2' C5v1ENt BOARD TILE CEMENT OVER PROOF L-V 4`!l7 f !$dE::lwAL STRUCTURAL S I -FADER BY oTl -FRS. RE= BASE BUU DRAWNGS (D LAYER 5 /8,(TYPE -)0 GYP. BD. 6" - 16Ga( TL• STUDS • 16' OGJ:'\ , ,'J rr / r' / Jf r f f r f , r' ` ,r' f JJ r r ,J f ,r' ` r r / , f . ' r ". , � , , , / , r ' ' ' -DNG GYPI3DLLD. RE: Imo REFLECTED EGTREFLECTED LID PLANS II PARAPET BY OTPERS. HOR1Z. I�IVAG DUCT WORK RE: MECHANICAL P fr S 6° HoRIZ. lb SA. 51t. STUD - ' STEEL \ J ' ' / • _ \ C ' �'` ` ' BLaLBUILD � \� • \\ BA \ - ► ' AL D G S. N. \ \ s `\ \ \\ \• • �� 11111'•\■\• \ I / RE: BASE BUILDING DRAWINGS 2 I/2" _ STUDS PARAPET WALL ASSFv Y BY . J , ,' ` r , ^ '' r ` SOLID SURFACE , �, r' fr f • . • • .' COL1n111�R TOP ,' ,'� r ,' ' , „. / 1 r r ' .' , ' , f f,� f ,r r r' r,,,, ./ �,r '' '' f' r' - , , ,' , ', .' /Fr , f . 'r /f . , 'r ,,/ r 1 1 _: - ` = ' I I ) 011 -FRS. RE= BASE BUILDBUILDING DRAWNGS STRUCTURAL STEEL I -FADER BY OTH BULDNG - �A m r-6' 1 TICKETS' SIGN PROVIDE I6 OVER PLASTER - 4' 16GA. STL STUDS • 16' OC. \ \ , Al l � 6 ' \ ` \ / \\ \\ `\ / \ \ 4 • \ \ \ / \\ \` �' • / `\ • \\ r • \ • , , r \\ `\ \\ r ,,, r \ ' � \ � 1 / 1 } 1 ; 1 ` 1 1 1 i I I r r' 1 1 I / , f r i ' / r r 1 1 1 ,r' / / � / / f / / , / / 0 \\ / f ►►`"' `ti � ,r O '; � -- % r / ;% ' , , f , r r ••• ••• .• I p 0 U) LAYER 5/8' > : m�PE -X) BD. 4' BAIT 11 F11ION _ I I I 1 I PTB-3 FAMIN6 ®16° OG. I I OVER I/a• BOARD WATER SANE Hr7G DRAWNGS. 1 ICI ? MOWS r - - I - - - / I GAF L , BAG!' I�YYGIC. i t - d 4' 16 6A. 5'1. I I t�GH. GEILINfi GRILLE. ! - = - - p , SLIDNG METAL `:y �,- GRILLE RE= BASE 1 ,r BUDDING J DRAWINGS ,r \ \ \ � -• RE: RGP"5 AND ELECT. D1455. . / j •(v t \ - .9-.6 I. a- Q • 4 4 E d - = - 4 a c/] d . STUD FRAMING o lb' O.G. i i I I I f - LIGHT FIXTURE ^ ' ♦ / � � . I l RE: RCM AND ELECT. Nee. . I (I) LAYER 5 /B" 61'13. 13D. CEILING 11 ` RE: REFLECTED C.1 =1LIN6 PLANS �' �� 3' -0" VER. w/ RCP'S 0-1,1,5 BUILDING ISOLATION `\ \\ �`\ WALL SYSTEM RE: \ \ BASE BUILDING \\ BASE PAVING a ° STRUCTURAL. STEEL. DRAWINGS TS CALL11vIN1. RE= ` BASE BW STRLICTLRAL DWC�S. ‘111,\,\\\\A \ ' ,.. \ \ \\ / `\\ \` ` \ ' \ \ j�� 4 lb 6A. 571... STUD FRAMINS � I6 O.G. � ' All 6 GYP. 5 / 8' 1' P . P. 6" 8' BD TYPE -X SOFFIT/FAC5IA AS ° OGGUFZCi OVER 4 METAL 5T11D fl2AMIN6 SYSTEM. ,{ 5/8" TYPE c ° FRONT BOX F OFFICE WALL A55L ,' , / ' � ' . f r ' �,' / • - r ' 6YP. D. X T1ME5 1 TITLES LW 5I6N PROVIDE= f PLYWOOD BACKING ENTIRE FACE OF ANGLED SOFFIT PROVIDE POWER II DATA, RE: ELECTRICAL D1•65. RE: c 2 R ° 1-116/4 1-116/4 'AMC° 516N I3 /AI0I2. 4 6A AT STRAP 5TL GUEST SERVICES - JAMB SCALE = BOX OFFICE - `J AMB SALE _ 7 SILL DETAIL SCALE _ 3 1 VT = I -0' C ii . ' I V2 = I -0 . 3 " =I' -O" L 4" BAGKIN6. PROVIDE POWDER. RE- ELECTRICAL WLAYFINDIN6 DWI65. BOX J'J J''J r / �� / /' / / ` / / /, / / , 2, 3 , / / - i r / / // SE RE: EMPLOYEE SIDE DRAWER BRACKET MOUNTED (N I.CJ COL�ITERTOP FOR RADIENT T200 TYPE DOORS ON FRAME W.I.Ca 5/A1006 ` L JNE OF CASH BELOW COUNTERTOP /, /r A1006 / , / f / � / // / , , / / ,/ / //' / / „ N / / / `, / / / / \ \ \ / / ,/ 1 / r /f \ `\ / / / /1 / SUDNG MET // / ( " GRILLE E= / fi - / / / / DRAWNGS / / _ . � , / 1 ;/ - . - -. _r- / / / 1 WAIN s Yb w - - .. -- / / I - -- -- ._ r / . / / r BASE r DRAWINGS ��_ -�� r r . r 1 _ f- _ - , f � ��� - .._.._.__- _r - J ' ,/ - __ ' r --- UNDB2 COUNTER CASH DRAWER WALL SYSTEM RE: BASE BLIILDNG DRAWINGS - Y 2' I'�' BY 6.G. r' i \ \\ ��� CUTOUT IN TOUCH SCI MONITOR (11•1.1.C.) I 0 REF - WAIL FRAIJG SYSTEM SUDWG METAL GRILLE RE= BASE ,. BUILDING r r r r , r J ,r r' r DRAWINGS r r r r J " r '� r 'J r 'r J 'r r r ': J r J J /'� ,r r rr'r' r' J'' J r r r , r � r , ,,, J r r 27>/(-4"..," r _ r ,, //.. ' r r' , -_- r r , ' r r r r r r ' ■ r r r , r r ,. J' rr r r. r J .- -/.'- r r' r rf r 'r r .' RE: PLANS E WALL TYPE SCI- EDU.ES FINISH RAORIN6 1 / `BOX OFFICE BY AMG - - - - - - ' 2 FLUISL -I OVERLAY CABINET FRONT HARDWOOD ' I AIOO6 � � N , © _ 1 T "' t8� ICI E �+�y �� �f �� SOLID SI JR� N.C.) TICKET PRNTEf2 f�p ACE COL1hIT[_tc I Vr" 6\11.C.) MC.) BASE DRAWINGS (1•11.C.) 4 . LL LI rea my, gov 3 t . R);. FLOOR FINISH PLANS BASE BUILDING GONGS FLOOR SLAB RE: BASE BUILDING 51RUGT. DRAWINEfi I , p SCANNER AI006 ❑ z ICrU41N CAS-I i " a J v01 ` , F.F. 4 Q f o •`-�, ,r' J r J r , r'�r' frf SO LID SERFAGE r rJ r F , , COUNTER TOP rJ r' J ' r r -I r. " r r J , rr V , ,, ,, v F' AA . r r' ,J' r,r r' ' l I7rt: � _ SLIDNG GRLLLE W I TRACK REF, BUILDING DING ': • O - SCUD SLIIRFACE COUNTERTOP STRUCTURAL STEEL TS COLUMN. RE: BASE BULDNG SOLID SURFACE STRUCTURAL DWGS. COUNTER TOP A1006 PATRON SIDE Y ENLARGED BOX OFFICE SECTION I SCALE = SCALE _ 1 2 SCALE _ C 8 D COUNTER LAYOUT PLAN SCALE: C4 3/4 " = I' -o" 16 GUEST SERVICES - JAMB I VT _ ,.-0" BOX OFFICE - JAMB , 1/2" _ ,'-O" NI . _ DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS ill Ke in I elm routrn n Rees g• Archi tect 2575 J ye., San Jacinto, Caroms 92593 -5318 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA. KS- 66214 -1695 T0.: 913.307- -5300 FAIL• 913- 307 -5400 WEB: 1 PROJECT FOR: amc Copyright 2006 -- AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES Wegirlea SHOPPINGTOWN SOVTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington W��I+�WWWW!JWWWWWWWWWWW >= ° aa�aa�aaaa�aa�flrafn��„J fffff j to 5 4) y rn inkaina ISSUE INFORMATION: KEY PLAN: SHEET TITLE: SHEET NO.: Fri SHEET INFORMATION: STANDARD DETAILS PROJECT NO.: 223 - 383 - 05 SCALE: AS INDICATED RECEIVED D A1006 JUL 1 z 2001 1 1 ; 1 L�E - Sli f� ti1�. a � .-. . © • •• w 9 FEASIBILITY FLOOR PLAN 5 -4 -05 I:i Hu iii 5 -1 -06 NOM KEY 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS n I i i i p 1L �1 100% TENANT PLANS v I FACE OF WALL NEE APPLIES) 2. TING WIT (BY AMC). 3. SEATING DATUM WOK POINT. . A55ELY. RE= BASE BULDNG DRAWNGS. CAST - CA ST-1N-PLACE CONCRETE STEPS BEYOND RE= BASE 6. WALL MOLJIVTED HANDRAIL RE= DETAL 5/AI001. AS OCCURS, RE= F�IISH SCE CDI.LE 7. WAIL AND FE A512 & STRLICTURALSTEEL FRAMING. RE= BASE BUILDING DINGS 9. PRO- ECTION Lam_ R.0012 10. NOT 11 NOS 12 FOOTR NOSING EXTENSION. DEAL 9/A1001. 13 INTEGRALLY COLORED "GRAY' CONCRETE PLATFORM RE= BASE BUIU7ING DRAWINGS. ELEVATION OF PLATFORM DATUM VARIES FROM AUDITORIUM TO AUDITORII M u mg 4114111 EAR CROSS ALE WIDTH VARIES (487 4' -0' TYP. II mo_"'I i t 0 _ T T 4 .4 C I r •• " �Y f�lll. 1......■ 1 '07 1�~ .q� �� ii if' 1•�.••. 4i1 � • � � t ll.......1. � ! .....■..k - ■ � x � T � MI N il 1N f SEAT H (VA5. n.44 0112. MIN RE= 3 /Aloo7 REAR RISER PLATE RE= VENDOR BOTTOM OF V RE= VENDOR SHOP DRAWINGS • REARRISERLEVEL } �� �` _+ J.. + ���� �� �� W�� � �i �i i�7 ir` '"""� " r hin 6 I,� I�`i�`"���,N [ 6 I � • °� i r . 6 .....m • ...� � •' I , ....,•� • =1, :# .• ���-� 'o 15 i i "�.".." I .,� d . ( ��• RE= 8/A1007 I ( 18 18 �" . ..�`T�!!�►TT Tom' w '!!'�MrT��'"YS��w�� ��I ' " T,���. 1 PAINT TI-E FACE OF WHITE P -17 (TflD) (TYP) AT SIDE STEP ES) ALL � rnlr � - - � �Illlwr� ,wwtil� ,Mrlrnr4 I w o w i �1■•.� � II■nl� ,�•w1 , ,��4 � ~ • ' `' "�` ` '_ it ° -I" * � '""". '"" �"'� ; i IS ; ' . - �"^ �� " � � :� s' RE =R@ NCE FiOOR PLANS. 14. NOT USED 15. AMC RCS! -® !; INSTALLED RISER MOUNTED SEAT INIT. RE= SEATING SHOP DRAWINGS, SHITS 8311 - B316. 16. AMC FURNISHED WSTALLEU FLOOR MOL�ITF -D SEAT UNIT_ REVB�]OR SEATING SHOP DRAWINGS, 5 TS n. 2 9'X4 -O DESIGNATED HANDICAP SPACE 18. WALL MOULTED US-E32 LIGHT ABOVE CARPE BASE = RE LIGHTING VENDOR PLANS SHEETS 9 EDGE OF ST P FROM 2' Ei\D OF SEAT UNrr. �.a REAR STADIUM RE= 8/A1007 _ • •' 19 `' 4 30f- c� i �, � � , ��� 1 � - �. -.�. `( � I �"` 7 1�wi . "'�� I 'r '""� �� r _ .� __ _ r - ����71 � �" 1 """"'" _ � f.� - . A PINT 71-1E FACE OF WHITE P - (7 ') AT STEPS, SIDE i�M � � '� '""""' ""'""'" ` -� ""'"'"�`i :� ""';1 I I " 4 ill ! v ~.� � �# : �*..1...�..� � # -� �'.. +' STEP �I F = TYP I + 1 , L____ !' • * ' = (ES) • AL J_ a •� "'� .-.� ALL T RE= 8/A1007 % r =D TREAD I �. - r '-- � .^� •�- -. r - ^� r' r -.. A � . -- b ra I 1 it 1 � �, � � _ \ $ j . V 2' � - ' _ SNIMeda csaI VA) 1 / • . 1 � • • • - ' �..,. ..'��. - 1 =. - - �•- �� "� - = ' STADIUM AREA) 11 .x.... � .. : I� ( .� - 0 . 6 I � i : 9 I . i i�. � I I 1 . n I n n "; 20. INTERNfEDIATE PPE GUARDRAL WSTAU_ED AF 82 SEAT UNITS RE INSTALLED. RE =DETAL IV �. AIOOI. 8 /AIOO7 NOSING I �w ��`1✓ %alp +' _ r - • TYP = T - _ I- FUSED _ 21. WALL MOUNTED RAMP HAND RAIL RE DETAL 5 /AI001. 22. BASE STAGE SPEAKER FURNISH AND INSTALLED BY AMC. RE= 19/A1013 FOR ACOUSTIC PAD SEPORATIOB AT Q ^- ^ �••��� � T•^••_ •••=- -�- �- T - ,��• -, � �' • ��� - - - -�''- - .- A - ^ ' - Tom - �� r` 7 7 l�� I II J Tors ,.. = . 1 . ■ .....�» .� '� � '"'"+'w�'," ' ' � ,�"'"�'r � .! L ar. � C3 �f {lit .■•+••. ..,..11 _ _ � ' :. �. . I ..+'�' ...�'� � ,� ..n.� C 8 �, . iS dO( lir , PAINT FACE OF DECK EDGE PLATE CLOSURE TO BE PLACED BB-OND SEATING ON SIDE WALLS. 24. NOT USED. 25. TERMINATE USI-ER UGHTNG EVEN WITH HANDRAIL E <TENSION AT REAR OF AUDITORIUM RE= AISLE LIGHTING VENDOR 5HOP DRAWINGS, SHEETS 8211 THROUGH 8215. BLACK CARPET BASE TO CONTINUE AND EXTEND TO THE BACK AUDITORIUM WALL 26. TERMINATE USHER LIGHTING EVEN WITH HANDRAIL E7CTEN.SIQN AT FRONT OF AUDITORLIvi. RE= AISLE LIGHTING VENDOR SHOP DRAWINGS, SHEETS 8211 T -DOUGH B215. BLACK CARPET BASE TO CONT1NL E AND EXTHD TO THE FRONT AUDITORIUM SEEN WAU CR.. 27. REAR RISER PLATE A Y RE= BASE SSA BULD NG DRAWINGS. 28. CONCRETE SLAB. RE= BASE BULDI'IG DRAWINGS. i RE 8/A1007 P -2 (ES) TYPICAL AT EA. 2 ,..%t. 12 ��_«�__ ,.mwun,.a...�wu.ak 4 ' * 11111NM1 , `° W > W p Z I _ L ��- nom. -•�� -�► ��.� ' r..rr�Y ' - •©•;�, - - -- Y.•�•� - Truer - ,rr r. __ -rr 4 � Y��wr 7 HEAD UNDER - w API -=- ,,�� I i ��;� • �" 1 A1007 " ` - ~" •••••;� .. 3•.. ""' ""i •..�� FIRE SPRINKLER BE REQUIRED STADIUM PLATFORM SUE CONTRACTOR MARSHAL. = 9r `a. r slay ••••� •s •�""� •: ! , =mi., IMO --_ ^ co W a 4 RE= 8/A1007 - - 1 I COVERAGE MAY -- -- eL _ a_ O _ � _ .-� ` r _ ""�"'�1 � 1+�Ilrrr� i � �� j �+� � 1 � �,�•.�1�.14 F� ��# VW ` �r.�'�I,�■■r.�i �;�� 1 - I UNACCESSABLE _ ! AREA. SPRINKLER ~ I TO VERIFY WITH FIRE I - _ �� * N ■ ■ � i � I I l y ^ •- "..""' = l � ' ( 9 'E Q . ==1 =111 �i I • I f� }! � , m s �i •■.,... '...'"'~ If r,= ....,'" 1} """ 0111 1 • ' r • 4 ► F * �i�\• O . , . . . c TYP. R B /Aloo7 T I -- Ol w i IS Ig DELETE NOSING EXTENSION AT ALL - RETIRN nCFS -40-M eo r �.1:1!w. I.I =I r+ ,: -•r r" �.-.� �..� 9 ►T.^- 1 =I ....�--,1�..x ..�.��... . �r T Y �;�..- -.• 3 VT F. FLOORNG N ON I �"� l � �� r 1 �� , T.ww••.% I 19 TYP AISLE STEPS WITHIN THI S SYSTEM tt SSC -40$ G VINYL TYPICAL AT ALL SIDE 1 � �.... *° ris riw " 111.4 ` rwr.. "" i I",�""�" 1�.n rm, , ..�.. s . -1f. �; ��. * . ice, r OrM * STEPS `� •y `' • s.. .. GENERAL NOTES ) 20 RE= 8fA1007 T NOTE= 3� EXTENSION fENSION IS DISCONTINUOUS AT AISLE STEPS. PAINT SIDE FACE • 711 -' ASSEMBLY WHI P-U ES) TYP. 4 AT EACH STADIUM TEP '"'z'' ES THROLI THE AUDITORIUM A. REFERENCE SECTION 5 (STAIRWAYS, AJNDRAILS i+ ' 1-A -- - �� ,_� r`"" -� - - - I \ �■4 �� _ / I .. • 9 ti rI - ` - `- / � I,,�I ,�■r■� i� 1 � � i GUAR�ALS) S 'f 1102. B. USI- LIGHTS WILL BE USED FOR LLL�ANATION OF ALL AUDITORIUM L D FOR 0.JM1 STEPS. C. IF WIDTHS OF STEPS IS GREATER THEN 4'-0 USHER LIGHTS AND SOFT STEP LIGI -ITING WLL %iWBOTH BE SED rrur»yr I �, _ � , x ' �' \ J I ... \ ( \ I v ir Vi RE= \ I I � ( 9 T ` A � 0101 r 1 " "�'. �.. i •• �. _ ..m..w �i..r � � J i � ! � s f 71111 s • 0 *-� � `` - i -It _ RE= 8/A1007 2" RE= 8/A1007 T 8/AI007 RE= 8/A1007 � _ � _ 2' OF SEAT UNITS \ I ^2' OF SEAT LNTS VARIES 1 1 *� / ! - � ;. '- '" UPPER STADIUM SECTi - SE ^2` I • _NI 7 3' -r i-IpLp NUMOF SEAT • -mss '_--j _ r =1' - O' ZI.L TYP UPPER 20 2' 5' -T N�.D SEAT UNITS VARIES UMTS VARIES -_ • 2O ^2' 5' -T N I- TYP 2' • I UPPER r R I 7 I 6 I 5 4 I 3 I 2 ( 1 S i 7 I G I 5 I 4 I 3 I 2 I 1 STADIUM AISLE WIDTH REF. DIM. PLANS LOWER WIRY PLATFORM �'� VARIES LEVB_ VARIES • .� --- _ : � � - -• ._ _ � � �.� • '�'�'�i��� ��-- �� 1101 *�'` ' . >w� �" ,, "•-•. r ..II. L_____--- L_____--- t I --______J iti Y �- � r - � , :� �` � STADIUM AISLE WID711 DM � E _ D .� B 0101"- A 3�8 x 1 -1�2 STUD -1YP. ON 4 V °° E D -- -- B -- R E D - - - A ,./ . 5 6238 /7/ 3/8IH/2 SrllDfiP.OF4 E - --- $ - A RE 1 SEAT VENDOR SHOP DRAWINGS SHEETS 8311 THROUGH 8316 FOR ADgEQU!RED TIONAL R RMATION. RE = SEAT VENDOR SHOP DRAWINGS SHEET 8311 S THROUGH 8316 FOR ADgEQUIRED TIONAL R RMATION. FRONT �- -� RADIAL STADIUM" -•' � ` '"1 /'� DTH REF. . STAD�IN AISLE W4)TH VARIES DWi�r REF. ■� -� TYP. RE= 7/A1007 • �-.�,. 1.�-= I �_ �- ' `°`; * -�: lla.. , .. , ° \N - . .. 26 VARIES DIM PLANS • .o...,..t r . , I. ( HIGH USER FOUNT STANDARD - SHEEF METAL COVER 3/8 FLAT WASHER -1YP OF 4 - 4 �' • y � , * FY T � _--� �1 �:. I � m I I I RE= 7/ 07 F o 0 PAINT - 5.5426 I 04.234 ' ® m ► p m HIGH RISER STA NDARD 3 8 -16 LOCK NUT - T' REVIEWED F OR CODE COMPLIANCE APPROVED OF 4 NOV - 9 2001 >�7 � ' E > � - � , �. „,-.z........ . ° � = : 0 to � 1 % P -2 (ES) .� `- V�\ r o 1/8 FIAT WASHER OF 4 3/8-16 o city Of Tukwila DUI LDIN DIVISION minim f II ..F 0 RED. I II PAINT 3 .65D2 r� P -2 (ES) , '6O3- J, a - �+ LffuK - TIP. OF STEEL RISER PLATE _� G r - aF RE Q ' D) PAINT FACE WWTE (TYP) AT STEPS. THE SIDE OF STEP P (ES) u) IL CL lid MGM siONI Ii ad2i.1. REF. 26 ❑ d 93 pd WW A A REV DESCRIPTION NAME DATE REV DESSCRIPTIDN NAME DATE PAINT THE SIDE FACE OF STEP WMTE P -17 (E TALL ,� •�` • '� A L w n :«-: norms- Irwin Sea i Company t. u . " ' ~ r. I. 4 9644 lj IBM 3 3 D ' 1,:44-1%, ■ u: �„� VW Irvin Seat In! company ' ir T i r4� a :ri u.;' 0101' 3D ALL 28 VARIES DIM PLANS _ MOUNTING DETAILS - AMC 12' RISE EA oa MOUNTING DETAILS - AMC, WALL THEATRE FRONT LEVEL A N/A . m N/A N/A A N/ A N/A I t.t. __ a ' �� slm.. nosey ND ass N/A IsTra, TT0] .� in s � VIM OM II N/A . N/A TBD ,I,s n W 90 -' >zff, C sas s 90 w um min 1 nr1 I •1 01 Na 01"' VV-I2 RISER a o 90 11 I '0101 w -VALL a "' 8 I 7 I 6 I 5 I 4 I 3 1 2 r 1 S I 7 I 6 I 5 I 4 I 3 I 2 I 1 SEA, MOUNT AT FRONT MISER SCALE = (7\ REAR SEAT MOUNT AT RiSER PLATE SCALE: (---.."1-3 i -1 0 I -1. _ ` J I/>1l11111�1 i�lf>fl■ I IMEN11 ��1EI ■� 1� /1/1 Im. 11.II•III. M _ _ i _ _ ___.._ I __------______----___._ 1� IMAM IWU /I ' _ _....__ _ _- ------- I„ ! S I 7 I 6 I 5 I 4 I 3 I 2 I 1 8 7 I 6 I 5 4 3 I I 1 2 1 1/Iwh1•lIREt �>n��if�1 I�� /i[1[1>Ei�il Ir.alu� :l IMMIIII■ M 1111111• 111111111 E D - C B - A 3 ' 8-16 V � °° E .D •-- C �"- - A E D -- C - v � �� � ` \. ,,,,� ®� , ® \ `` � PE : SEAT VENDOR SHOP DRAWINGS SHEETS 8311 THROUGH 6316 FOR ADDITIONAL REQUIRED INFORMATION. ON MOUNT STANDARD RE • SEAT VENDOR SHOP DRAWINGS SHEETS 8311 THROUGH 8316 FOR ADDITIONAL REQUIRED INFORMATION. 1 _._._._._.. I \ - ____..._.__---- _•_._ - __ _......-- ..-------------- - - - - -- E NLAR EC3 TYPICAL AUDITORIUM LAYOUT PLAN SCALE= �Th �� I�4• =1' -ON 2 TOi�E MOULDNG W92EWAY 2 TOME MOULDING BU.LNOSE NOSING Al' RETURN COVE CAP COVE FILLER & VINYL R_OORNG TYPICAL AT ALL SIDE STEPS 2 MOU_DNG TYPICAL E AT RETURN COVE CAP, COVE FILLER & VINYL FLOORNG TYPICAL. L AT ALL SIDE STEPS \ ®\ p 1/4-20 LOCK NUl -1YP. OF 4 ` D - C - B --- A 2 TOPE TONE HIS). EACH .- MOLI.DNVG WREYVA7 -11-Y4111*, �T �qT� ' i , �� AI PAINT P X 1 1/2 2 STUD (ES) EACH �♦ , �° �: - 1 _ `� ����'`� CONCRETE DECK ` ° v,� .. `, ~' �_ �� f 1/4 FLAT WASHER - 1YP. OF 4 14 - 20 z 2 -14 ANCHOR - N. OF 4 NO UGKfS). TYPICAL AT EACH STEP AISLE TO PLATFORM TRAN SITION es _ PANT mom I P n 1 (ES) PANT BL.ACKr P -2 1 �S) PAINT WHITE P -n PANT BLACK) P - 2 1 (ES) PAINT -a. _1 2 � 00 ° tRi ® \ °° � • 3/8 FLAT WASHER • • \\ ►' � NO TRANSmoN T UCK VINYL_ FLOORING �-YL ER VVREWA iVioUI.DING.SETVNYL EDGE IN FILL BEAD OF �` RISER PLATE 11 r •••••••• -....• VNYL COVE CAP - - - RISER PLATE _ .r :•.•.•.•.- �r� •••• ••••••• • + " • • • • :44::::::::::::.- • •- • • • • • • • • • • • • • • • • • • • • •� a S ■ a • r • a • • • • a • a + ♦ w w • • • • • • ■ • r , i • _ • e • • • r •■: • . -. -: a - - � • • ' ■ w • r a ■ _- ► • • • • • • • a a _ • • • • • • • - +_a ••_■ __ a . :� - Q - 1 I ® L► 1 • • • �i• ■ ■r- - ■ +- +•ri•• - -t • ' v�vYL covE P -2 (ES) 6' RISER \,....._ •.•ii••••a••••■w■ °ii = ■arr • • • ` • • • w � • ••• • • 0. * CAP �� ( I � .- • ♦ a. •• • •• i •••••wr• ••••••••• • • • a ■�w�•�•••i- 4:•:::::::::::::::::::::::::::::: � •r•••••ia•■w•r • • • • •a•i••ar••w • 0 • ••••••• w+ aa••••` • • • ■ • • • •••••• • • • •� � • • • • • i i� • r + • -• / /•, ." • •w Ira •• ,• • ■ • w • • i • ••a•a+r- a •••• • r • a •w • • • w s ••a ■ • • • ; + ,. . � • � • � r� •�••i,,�••�•�r � '` AGAINST STEEL RISER PLATE -2-12 III / '.- i• • • - ••• • • i s � � '���� - :-,--1.1•:•:•:•:•:44444 MASTIC • • • • i4:::::::::::::::::::‘ • i -• ••• i� • � • ; 0 0 • y•w ++ y ■a �y� � ��•�•�•�••�■a *• VNYL COVE FLLE 1 VT -31 R B PAINT CONCRETE DECK w•:i�•�•: I ( VINYL VINYL covE FLLE2 VT -3 TYP L�ID�2 TUCK VINYL FLOORING 11 - A P2 (ES) . VINYL FLOORNG RISER PL 4 . ; r.:i!,4T • I • • ■ � • .ii. f •' = *' =� VNYL FLOORING A REV DESCRIPTION NAME DATE REV DESCRIPTION NAME DATE ;:; SEAM - STEP EDGE W . . -.l-DU �� ._.. •• : • I ...:;:;:• • • - • •■ _ " •,,w _ VNYL �. 1 vi-41 ,. .. MOUNTING DETAIL, AMC SHR STD. pue u'R 5/14/03 MOUNTING DETAILS -- AMC, FLOOR • TYPICAL AT ALL PLATFORM CONCRETE N/A saw N/A " NA A V -4 I 1 DECK EDGES AS KITED MP= also% a % N/A ra %w., N/A , , , RUN EDGE OF VNYL Rte. VINYL R VT-41 TYPICAL AT ALL owe . N/A •,..,., N/A s� %., 90_A CJEINIDE C ss %6 50-w -n. SEM c FLUSH PLATFORM CONCRETE WIRC -WAY MOLLD!!NG DECK EDGES RUN EDGE OF n g1 1 1 0101 4' AMC_NDUNTING q n n 91 17"� 1 FART in W-FLIt .4 mm VNYL REDUCER 1 VT-4 I 8 i 7 I 6 5 I 4 I 3 2 I 1 8 I 7 I 6 i 5 I 4 I 3 I 2 I 1 FLUSH wrrH THE WIREWAY MOULDING SCALE _ �J � � � SCALE = Ct iw. AT SCALE _ 8 SCALE _ 4 JI SEAT MOU NT AT ROW STADUA � � 3�4 "=1' -O• 3/4• -1' -O" r=1'-o- 1 r -O n DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I Ph SEAL: J Re In istlere 575 San Jacinto ng: 941.92512504 CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D PROJECT FOR: amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: am 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g muummumfann a aavaQaaaaatmtn2n.W U7 W §Mt- ISSUE INFORMATION: KEY PLAN: er n Tro tm irc itec vs.. fan Ja cIinta, Faxc 1.924.0244 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX: 913 - 307 -5400 X13: VAYN.HENDERSDNINGINEMS.COM afield SHEET INFORMATION: an Carona 92 E ma%'f stk REGISTERED RCHITECT PROJECT NO.: 223 - 383-05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS SHEET NO.: A1007 <EC!WED JUL 12 MO7 SEAL: PROJECT FOR: PROJECT NAME: s m: e in ■ elan tro�utm = ' e � is red Arch te . 2575 J. - to Ave., San - • into • • - 92533.5318 Ph• a 1.925 504 Fax 51 .925.0244 • = i stk@ftkinc.cont LEA ISSUE INFORMATION: KEY PLAN: 1 SHEET INFORMATION: SHEET TITLE: STANDARD DETAILS SHEET NO.: A1008 CONSULTANTS: Norton & , Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 H E N D E R S O N E N G I N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEP XA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 ME9 wWWHEN NENGINEFRa.COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES Wesdlekf SHOPPINGTOWN SoUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington gl anal E nh3R1 i=.9x V444aaa 4 O flw PROJECT NO.: 223 - 383 - 05 SCALE: AS INDICATED i , l iiECEAVED JUL 1.2 2007 ; Li VARIES 1 011 FE L1TY FLOOR L AN FEASIBILITY PLAN 5 -4 -05 VARIES VARIES VARIES VARIES VARIES VARIES 50% TENANT PLANS CEILING 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS r THICK PANELS PANEL 2" : 4 0 WITH FABRIC SIM BOWIE I* �n PREFABRICATED SOUND 1 PF-2 I CEILING ®BOWTIE W E A SCONCE , L`1 ABSORBING WALL PANEL. RE: 13/A1008. STIF FENING CUP :::::;::::: PF-2 I RE• '�`'"'"t 9 ! rn LAJ SCONCE � ( I E : Lu E " I r ( I _ e —1/2" CONT. WD. SPACER (BY PANEL INSTALLER) TO BRIDGE OVER SURFACE RUN =d if I PF =2 1 • w , FLOOR �r ° ., j r ( • ( f ) w A FLOOR x _ > I to LLI t 7 o P '44, Mall _ 101.1111_ SPEAKS' . J 1/2" CONDUIT n VARIES RE DIMENSION OR P � Ji:� GRIND N - La - ¢ ix I �.► ■ J I 4c9uNG j v s i i PANEL EDGE 2' THICK PANELS VARS AND CORNERS FLOOR • ", 1 CAREFULLY :� �Ii�il1— ��� . ■ TYP. BOWTIE CEILING I FINISH SHARP iv \ \ VI 8 1 1/4" THICK PANEL WITH N r SIDEWALL ELEVATION i FABRIC I P --I I TYP 0 ALL •' '. SIM I 11II. 1 IilI'■ E SIDEWALL ELEVATION SIDE WALL IN --FILL PANELS GYP. BD & WALL CARPET AT 2" THICK PANEL WITH > FABRIC I PF-2 i FABRIC WRAPPED ALUMINUM STIFFENING ANGLE TO MATCH ADJACENT PANEL FABRIC COLOR I II/16' 9 •1i• REARWALL JAMB I C -6 1 NOTE: FOR ALL SPEAKERS MOUNTING HEIGHT, PANEL LAYOUT AND ALL ASSOICATED HIGHTS AND WIDTHS RE: AUDITORIUM SIDE WALL ELEVATIONS SHEETS, A531 & A532 NOTE: FOR ALL SPEAKERS MOUNTING HEIGHT, PANEL LAYOUT AND ALL ASSOICATED RIGHTS AND WIDTHS RE: AUDITORIUM SIDE WALL ELEVATIONS SHEETS, A531 & A532 NOTE: RE 17/A1009 FOR REAR PANEL LAYOUT RADIUS DRYWALL. CORNER BEAD RA JAMB ONLY. COORDINATE W/ 16/A1004 & 4/A1009 ELEVATION NOTE: RE 17/A1009 FOR REAR PANEL LAYOUT REARWALL ELEVATION CAP 1 VT--1 I AUGH VERTICAL COVE WITH CORNER EDGE. TYP. REFERENCE WALL ELEVATION S CAL E _ 1 3 yp. REFERENCE WALL E S C5T I SLE _ Ci 6 CA. =,._ 1/8.=1,4)- �,8• =,._o. D 0 1 ......is REVIEWED FOR CODE COMPLIANCE APPROVED • NOV - 9 2007 City Of TUI(WIId BUILDING DIVISION k i VARES SEE DIMENSION PLAN C EILNG ** ELECTRICAL FEED FOR SPEAKERS DOWN UPPER BOWT1ES •- R E: ELECTRICAL DRAWINGS** WALL PANEL I A1008 A1008 A1004 CEILING �: —4 • � , SCONCE a= .aa to L� .I > � SCONCE I Nit.- � BLACK ® •T I I � t I FULL I -EIGHT COVE CAP I I . :, :, :; : * :�: � - - a - .. :: :. • ., «,. � + , . + •.: • • « / t: ❖ ;i ..•,t, / ` :; :: ; a•. • • � Y ACOUSTIC PANEL -1 Y4 NO THICKNESS t• ,� + . a a � *i '••� � I I END OF WALL CARPET r w A FLOOR r w „ FLOOR _ r� • , � ;•,. ■ ;.;4 � � '•• -• / .... ! , a , • , • .,.r ��Ii F ---• -- BASE= 12' CARPET CENTER= WALL _ CARPET, RE HEAD= PANT 4/AI011, A1008 ACOUSTIC PANEL 1 ••a i • �� / •'� _El ■M .a.. .aa. �, NOM INAL THICKNESS r :� : : CZ* " " "`�'� ''''a'� •a ❖.,. - P -2 ,,..a 111P"."- ACOUSTIC PANEL HIGH :,.,a,45 ,a,_.a- ]_— ...� aaa. DENSITY (HIGH IMPACT 0 :...: '•••'••• PR PROTECTION) CORE - 1 j j :4. J BASE= 12• CARPET, '�' =WALL CARPET. RE: 4/A1011, I-EAD= PAINT[P -4I 11/4" ;� 1.11 4' NOMINAL " FRTHICKNESS WEST J I =j N PANEL ON ENTIRE WALL .a ..1111 1 � �� r SIDEWALL ELEVATION r C V REF. DETAIL 12 THIS SI-EET FOR 3D VIEW OF AT AUDITORIUM ENTRY CONDITIONS SIDEWALL ELEVATION NOTE: FOR ALL SPEAKERS MOUNTING HEIGHT, PANEL LAYOUT AND ALL ASSOICATED NIGHTS WIDTHS RE: AUDITORIUM SIDE WALL ELEVATIONS SHEETS, A531 & A532 NOTE: FOR ALL SPEAKERS MOUNTING HEIGHT, PANEL LAYOUT AND ALL ASSOICATED RIGHTS AND WIDTHS RE: AUDITORIUM SIDE WALL SHEETS, A531 & A532 L ELEVATIONS PLAN DETAI SC A L E _ TYP. REFERENCE ACOUSTIC CORE LAYOUT SCALE 14i TYP. REFERENCE ELECTRICAL DiAGRAM SCA_ NOT USED S CALE - ) 2 1,8• -,. -0 18 I /2- -- I' -o• I AS SURFACE WIRE. SAFTY BOLTED PANEL &FIAT ` • . ' I 1 SUSPENDED �- T ----I RUN SPEAKER RE: ELECT. j' ASSEMBLY AS SPECIFIED RE= RCPS WALL CARPET I � � ` REQUIRED GYPSUM BOARD WALL CARPET - PAINT ABOVE AS . ON 19/A1001. CABLE TI TROUGH ACOUSTICAL BLOCKING, DRYWALL STRAP BACKING 4s I 2 ,p� (ri i • . • - FABRIC WRAPPED ALUMINUM STIFFENING ANGLE TO MATCH ADJACENT PANEL FABRIC COLOR 1 2 CONY. WD. FIN. CEILIN I I I VINYL COVE AT TOP EDGE CARPET CAP OF RE: RCPS R PREFABRICATED SOUND II I I - .- • • . 2 PIECES 5/8" TIMB SHIM x 8" x 8" PATTRESS L STRAP ........ ....... .. .� �� AUDITORIUM - ..................... .................... ..-•---•---••----- LAG AG BOLTED C SH I -b - . - _ ::.... ::c,::: : :::::.::::... - ...... ..... "- DRYWALL STEEL BACKING. SPEAKER UNIT U AUDITORIUM I r i I' ABSORBING WALL L. RE: AB ALL PAN 1 3 A1008. r STIFFENING IP .............. SPACER (BY PANEL ( INSTALLER) TO BRIDGE ) OVER SURFACE RUN C SURFACE R UN SC�LLE RE 4/A1009 :•,•::= .... : -:..: RE: SIDE WALL S D L RE: 19 A1001 FOR SPEAKER CONNECTION &SAFETY CABLE / _. _._..._ - _ _ _ . _ __ -.__ -- __ _....__ _....... - •`�:.. ����� i ENTRY - :�� _ 20 Al 001 AS SCHEDULE D - - • < ELEVATIONS ELEV STEEL STUD S \ Y - SIDE WALL A PREFABRICATED SOUND °d - • - • - . LEG CONDUIT TRICAL CO E D R WI AND SPEAKS RING AS SCHEDULED 1N VOID BETWEEN SPACE BETW EE PANEL AND DRYWALL. RE: ELECTRICAL �/ ABSORB WALL P NG PANEL. RE 10/A1009. VT AIR SPACE BEI�ND PANELS VIA END V2 CONY WD SPACERS TO BRIDGE OVER v2' SURFACE RUN CONDUIT - INSTALL METAL Y - - •- - - TRIM CAP TILE BASE CORNERS - "- - - `w 1T ' v Q ai ° W ¢ 1 • S ON ALL AT VERTICAL AND TILE TRANSmONS _ - ELEVATION VIEW PANEL EDGE -- -- �_:::;:::; Q — �, - -- - - - 121c12 PAVER T1L E PTB I sl G MASTIC APPLY TO WALL - - -� 2 "' • T TYP. SECTION PAVER S CALE _ � � 1� SECT. AT FEAR AND SIDE WALL ThANSFOON SCALE _ r 15 SPEAKER BLOCKING DETIL SECT. AT -� SIDE + BAX WALL 6� - I _o. = 3/4. =1 •.�. 6._r _on AS 1 ■- : " PREFABRICATED ABSORBING 13/A1 008. STIFFENING PANEL EDGE PANEL II 2" c rr FOR SPEAKER suspectED ( UNG ASSEMBLY SPECIFIED RE= RCPS. II1I . IpThsk.**1%.., J - ON SURFACE OF DRYWALL LJt�7ER ACOUSTIC PANEL 0`.. E W tr' o F m U - < ! u- SOUND �� SUSPENDED CEILNG - A. -• ti � A I PF I ASHY AS SPECIFIED RE = RCPS. � 4 Ir PH " WALL PANEL. RE: CUP ( GYPSUM BOARD WALL CARPET COVE VT ( I VINYL CAP I AT TOP EDGE OF WALL CARPET GYPSUM BOARD SOFFIT RETURN ,o j 4,� �( VINYL COVE AT TOP EDGE CARPET ( AUDITORIUM CAP I - OF 9436 N. o ii t to 1/2" CONY. WD. SPACER (BY PANEL INSTALLER) TO BRIDGE OVER SURFACE RUN 1/2 " CONDUIT ti L 1 iii vim_ COVE CAP VT-1 I AT TOP EDGE OF WALL CARPET WALL ?ErNH ARP I C -6 MLLE RE =4/AIo09 ; I 1 ( - END TIC PANEL 5 OF WALL RE= 18/A1004 �! i I I� I • _ I a _ ^msµ n I n ENTRY Y V VT -I I VINYL COVE CAP I :E.-:. _ . - AT Eft OF WALL CARPED AND WALL RE= 18/A1004 BOTTOM EDGE = :;I - S: W _ �_._ . -� _: _ Iii 0 Y RE AUDITORIUM z LLI ¢ WALL WALL o SCHEDULES ELEVATIONS FABRIC WALL CARPET RE= FINS H SSE RE: 4/A1009 FOR SPLICING • TUNNEL ENTRY RAMPS i I -_: = _ € " -""�" PF2 (BE -qND SPEAI�R) BLACK CARPET BASE II/16" . . • • . - " • WRAPPED ALUMINUM STIFFENING ANGLE TO MATCH ADJACENT PANEL FABRIC COLOR " _ "" f , AUDITORIUM SIDE �= ' " -. � - ELEVATIONS AND TYPE PLANS & HANDRAIL RE: 5/A1001 . "" BOT OF A 12" I-EGH BLACK CARPET BASE W/ I-BAWD TOP EDGE ®Y AMC OF.O.L) iIIuI � f ---- ' Ib' RE= AUD ELEVATIONS 4 BOWIE CENTER KNOT W/ 1 EnMED TOP EDGE- 1T I-IIGH (AMC O.F.O.I.) OOR CARPET SET N AIDI-SKIVE BY AMC OF.O.IJ .- I PF-2 � '�'�/� 1 1 1 SEC BA SE SCALE= � � TYPICAL AUDif O VER Y SCALE 1 ,i AT — SCALE _ ( � J � ���� SCALE = �� 3/32 =1 O b - I O NONE 3/4' -0 SEAL: PROJECT FOR: PROJECT NAME: s m: e in ■ elan tro�utm = ' e � is red Arch te . 2575 J. - to Ave., San - • into • • - 92533.5318 Ph• a 1.925 504 Fax 51 .925.0244 • = i stk@ftkinc.cont LEA ISSUE INFORMATION: KEY PLAN: 1 SHEET INFORMATION: SHEET TITLE: STANDARD DETAILS SHEET NO.: A1008 CONSULTANTS: Norton & , Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 H E N D E R S O N E N G I N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEP XA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 ME9 wWWHEN NENGINEFRa.COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES Wesdlekf SHOPPINGTOWN SoUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington gl anal E nh3R1 i=.9x V444aaa 4 O flw PROJECT NO.: 223 - 383 - 05 SCALE: AS INDICATED i , l iiECEAVED JUL 1.2 2007 ; Li INFORMATION: MA TION: — 21-� 05 FE L1TY FLOOR L AN FEASIBILITY PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1- 15--07 100% TENANT PLANS SEAL: PROJECT FOR: PROJECT NAME: s m: e in ■ elan tro�utm = ' e � is red Arch te . 2575 J. - to Ave., San - • into • • - 92533.5318 Ph• a 1.925 504 Fax 51 .925.0244 • = i stk@ftkinc.cont LEA ISSUE INFORMATION: KEY PLAN: 1 SHEET INFORMATION: SHEET TITLE: STANDARD DETAILS SHEET NO.: A1008 CONSULTANTS: Norton & , Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 H E N D E R S O N E N G I N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEP XA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 ME9 wWWHEN NENGINEFRa.COM amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES Wesdlekf SHOPPINGTOWN SoUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington gl anal E nh3R1 i=.9x V444aaa 4 O flw PROJECT NO.: 223 - 383 - 05 SCALE: AS INDICATED i , l iiECEAVED JUL 1.2 2007 ; Li CrA � - E ( �L�AL S TO PATE_ W1:41-1 NO WM 11-EN 5-0' (TYP) TO EE AT INFORMATION: 4 -21 -05 WALL TO WALL INSULATION ROOF DECK 5-4-05 MINA I2 GAUGE NOTE= TIE ADJACENT WALLS TO MODE- # MAX LENGTH PREFABRICATED SOUND ...:. .....:.::.... .:.:..::..:.:.:.... y � = - • • - ti - • • '--\.__-/ 1 I VSA 12 I'-6' TO 2'-6' VSA 24 7-6' TO 4' -0' 1 VSA 47 4' -0" TO 7' -0' ABSORBING WALL PANEL. RE: 13/A1008. STIFFENING CLIP '- ® SLAB ABOVE CUP SNAPS Oi� TO B BI-LB OF MAW RLN1rR WITH 148 SMS. VSA 713 7' -0' TO 13' -0" VSA 1215 12' -0' TO 15'-0' UR < 200 CEI LING SPEAKERS. RE =19 /AIOOL ALD EMITTER RE' AUDITORIUM INTERIOR ELEVATIONS SI -TESTS A531 E A532 3/8 -:) _ ; : SPRING CLIP ' _. ..:I'► ? [ ? = = : .1r x, - _ I A . - 1,: ; ..�1 - ; xF -........ -pi s e s A s ' 2r s ' i4 ? � I► - .w`. °E; ~,aiaaaa# AN , ° ! A � *�.* + 0 3 + ice$+ +i ++t + +i i+t +i +i + i + i +i + i + # + + + t +* � +pis *aiiata ;teas * +* a *� # *a�;y' - #+ aa +# ta + +a # + ii ++ a a *# a+ i a+ a#. a+ aaia+#*+ a + i + # + # +a # . #a # + +�aa # + + + + . i.+ a 4+iaa# aaa .a # #a.#♦ # + +# + *iiai # * iaa+ + *�aa # a a +aa #a + # + # } # # #ja # a a i # + # * aiiii #ii O a t + + . # +i'a + + aaa # + #+ +a +a i # * ## #+ tai. #a #aaaai# + a # #i + + +#i +# + a + + +i ++te,COMPRESSION ai.i aa a 4 ta#i i #, e la l ' a#aa. #i 4 X.: a # + a #a 4 af# + mss:�* .� z, SNOT I- O O O 1 �� � � � � �( �.b � kll � � � � \ B.O. F, S ( 5 $' f CEILING MAIN & CROSS RL�R Wes- GALVANI7FD STEB._ SEISM POST WiTH PINS TO BOTTOM OF STRUCTURE. 1'''�n I � .a: a \ \ ►1. ►� N � \ \ • - � # a y #Y + #"+tea'+ + � aia � aTa a i�a �� # a�#� i +#4 + .�i a ��a } � * ai� i T + i +a• • •* a . a a # a + # + a ; # # # + a i # # a s + a a a i a i # a a * 4 a a a . a s # a # # # + a + # # a # a t a # i i i i # #+a + • • # a a * ••. a # # •401 . +;4,a ; + ...••41?r # + + # a # # . a . # # # + + ,,,, . . i ab ia # # a i -A r ♦a# # aa aaiia.i aa .. iiai: .s ♦ a t Art id,, +�~<. +a �i� i i♦aa a # = i'`"t t a���a + +i ; ate { :> M Nii \�1 ��� I � �� t . - � at`�� 1 kk4 (?) X10 SMS. ��r i r��► t -+?i � +te rq► a ' �.�,:_ + i,. i #i a +� ia# # O #a # a+i #. +.# iia04a +a i �aa aa# x : i �4i. + +ii # aa a 4+.++ . + + # +•i *. +i4 #a'+ii +a. + +ai + = +. + . t i * + + #0 +a + i + . i i + +i•4Ait, + #a s44 + +a +a# aaa * + +a # ai + + + + ai + . + #a. +i + + +a+ v ♦4 r a #aaiia ♦ aaai# aia�aaa...#ai.iaaaiti.iaaaaa # . 4 + # + i i i i y # i # + # i + • 44,,4.4►a #i + + a o + i + # + + . + + # a a ii + + +.#a t a�. a # • 4 4ii 1�. A # . # a + #+. . .. .y i #a.a #a.+ra: 1 i a + # i # ♦ + a# i * . * i i a i . a . i i i i i * i a # # a + a + # # # i #i # # . + # # i i # h . ia i i * + �� y + * a +a + a +� #. +a #aia + a# aai +a ; # + #iaia # + # *� ii a+ a a# a i+ ai .iii. # +i +a # a + a # # � a� . µi� �:: =;• it + + +a+ i i a i a + + # + : ii . + a + a + * • 4' # + + a s * a i a 4 It a a a a # # + + i + + #aai #ia� #iii #�aiai #ii +iai.iai +# +i +i+ aaa +. + + + # . +i +ti +a4 # aiaia;ai #ii #i *4i, • + i a i lw : a 4 •••• + .a.isa +. ii ai.aa + + # a ii +••••••••• • • •+a#a1 +.aa •+i. •i # + a •••••+iii# .#aia : 1.1 \ 'Yi ' ACOUSTICAL CEILING ELEVATION GR I. INSTALL CEILING GRID USING 1112 BRACING WIRE HANGER WIRE BRACING WiRE WITH MINIMUM 4 TIGHT TUS IN 1 V7 GU AGE SPLAY WIRE HANGERS AT 45 DDEG. AND 90 DEG TO EACH OTF-ER (4 T �GTAND O IL Q a_ Li_ 0 U- LL Co NATAL STIFFENING ANGLE r BOTToM OF PANEL, CONTINUOUS. �' - TOP R �a + iiii * a + * . • + +i +a + *iii a • • • % " • + +iiii + *• • • 4.- .4 +,+ia taii+ *SS**. i i ti• a+ 4 +� +4 " i 4 i � +ii+ +•ii *t *i +� +s +i +iii• 4ii+ + +• • •i + •i+ 0i* ++ + ++i ++ i++i+• • •+++ • t► ++ii + + + i + a te .+ + + + + + + + # + i. i i i + #a i + i i i 4 • • a • # • # ♦ ai # .aa # +.a + a • a i a+ .+# + a+ a #.a +a.#a+.. a aaa.aaa##a#a+a #.ii #a ++ii.i.aiii►..e* 1 . . . + 4 + •• ati4 a a a++ * ia a a� + + * + # * # + . 4 . + a : a 4. + V ;.. � r = - - °- =_ + . w < EEEEEEEEEEE! = = = = = = ■I■■IM=I■■ , I BaTIH DIRECTIONS AT I2 -0' TI- �EAFTER ALL CLEARENCES. 45 mAx TO STRUCTURE O a- 1============ � � ■ ► � ������������ iiiiiiiiiiii OZ 1 2 O a EXTEND SOLID ABSORBING WALL TREATMENT (7 THICK) WITi --ON r TO 7 OF PROJECTION PORT FRAME " • •.• • a i . 4 ► '. •• a i a + + # + • a ; a + a i #a + + + a i . + a + a a ii i + # + . a • + + + i + + + a a + + 4 0 4 + + + # + 4 1 +i * # # • # + # ++ • •+ ++. # 4 as . i i + . + . •t # + a i+ i0• a +aD + a i +a +. +. +i ++ i *a• # +.i + +a• *a+ " +. � 4 •0 #• •.. +a•+ ++ +a + # +i +i +# +i* +a :i +a +i # + i a a aia•a:• *4 i _ . i�+ r -- - .+• # + a +aa + iii +a•t• aiaaa +a* 4.4p. iiii+ i++ a + + + #iaiiaa�a +1a # .+a +a❖•+Ao i s - • * _ . ■ill . 1111 1111'111 Al 111 111 111 1�� ���,��....�'.,,,.,�1...,�,{L� iiiiiiiiiiii ■ r › 2. CEILING TILES TO BE MINERAL TILES U W/ UL LABEL AND HAVING A FLAME .. PAINT BLACK I P-2CES) I • MAIN RU R iiiiiiiiiiii iiiiiiiiiiii +� a+ 4 i +i= 4. i - i ii «4 �i� + i# O+ i t + i* #+ i + * i i 4 + + • + + + + # a + .+ . 4 a 4 a + . 4 a + a #+a + + a ia•a• a + + • a + # +. +a +i •a +i ►+ +a .i+i # a s A #.i aaa t #a# +. # aia # + .. • + _ +: . 40.0. ! +t ± *: t...4.. • . to. # t OW AI!: + mo * :± • - •- A n te * ° iiiiii ----ii CROSS _ NO� Q GYP BD PAINTED BLACK AS SCI- EDULED. i iiiiiiiii■•■�i 7 USE USG TELESCOPING COMPRESSION POST OR EQUAL (VERIFY SIZE AT JOB SITE) LOBO. APPROVAL 142244. MIN, COMPRESSIVE LOAD OF 500 LBS• TEE 2 . i■■hiiiiiiiiii iiiiiiiiiiii • .. • Jr 4 - . ti 12'-0• a 3. HEAVY DUTY CEILING SUSPENSION SYSTEM NOTE= 7+ Pi *WSW k + '.1 • * *At i FU_L I -EIGHT RIGID SCREEN TO MEET OR EXCEED ALL ASTM 0635 AND •,C. � � SUSPENDED CEILING SYSTEM A REQUIREMENTS. WHEN LENGTH OF COMPRESSION STRUT INSULATION AS SPECIFIED RE' WALL TYPES. SEE CEILING PLAN NOTE= I. STRUTS OTHER THAN EMT MAY REQUIRE LATERAL FORCE BRACING ENGINNERING CALCULATIONS. INSTALL BOLT TO SUCURE ONE 2 STRUTS OVER 12 FEET MAY REQUIRE TUBE TO TI--E OTT• -E(2. ENGI1121NG CALCULATIONS. LONG AND TUBES SHALL LAP ONE I-EAVY STRUTS PRESENT ADDITIONAL SEMISEC ANOTHER AT LEAST 4' IN HAZARDS, THEREFORE, THE APPLICANT MAY BE FULLY EXTENDED POSTION. REQUIRERED TO PROVIDE CALCULATIONS SNOWING THAT ADDITIONAL STRUT LOAD CAN EXCEEDS 9'- II'RE' A1009 SCALE _ • � WALL SCA LE _ � � WALL SCALE: 3 SECTION AT REAR WALL SCALE _ r� 3 " =1' -p" - 6 " -1 • _ CONCRETE ROOF/ FLOOR ASSEMBLY \ • \ / \ _ VARIES \ • - • - ....• ELEVATION RE' AUDITORIUM \ STEEL STUD FRAMING AS SCI- EDLLED PREFABRICATED SOUND ABSORBING NO. 12 VERTICAL WIRE BE SUPPOR1 CD VERTICALLY AND LATERRALLY HANGER. TURN CEILING GRID BY THE SUSPENSION SYSTEM ELEMENTS RE: RCPS GA. 2 MET. x :.. r • :• T .' :. .; - „•„ LEVEL PRIOR TO SE 1 1 ING TUBE SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ET w 0 o z g '1 .0 -,51 120)G 01 ION IilSN21 'XVW �y L _ SECTION INN� STUD NOTE: RE: DETAILS 14 15 SHEET AI0I6 FOR MOUNTING BRACKET AND ELECTRICAL SERVICE LOCATION / - -_- _.___ _-_ " " " " "" ' :-- . : - ::•.��: UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE SEE MAX. HEIGHT SCI- = o 2 -1/7 x 18 GA. MET, OUTER STUD A 'A' ' WALL PANEL -I P I RE= FINISH SCHEDULE RE= SIDE WALL ELEVATIONS AND DETAILS 143 E 06, SHEET A1008 F INISH WALL RE= WALL TY PLANS E SCHEDULES. _ 5/32' HOLE EMT SLEEVE INSTALL AND LOCKING NUT. ' MAIN RUNIC n NOTE= TI-•E COMPRESSION STUD STRUT ASSEMBLY NOT TAKE TI-E C R O SS RUNNER ,�. SECTION A T.O. 8" 16, GA, STEEL STUDS AT 16" O/C W/ (I) LAYER OF GYP. BD AT LOBBY / 1 I I I PLACE OF HANGER WIRE PLACE � .. : ;.�:.� .... , = -': 5 / a --� 3 12.30 r ► SLOT END OF TUBE TO FIT OVER C EILING RUNNER ' CONNECT INNER STUD 0 To OUTER STUD W/ 128 sM.s. r 18' o.c. MET AL STUD D STRUT ;: .. ` I I I I � 1 / - = : = : = 1 1� VARIES 23 (R,0.) / ' ' 4 . VERTICAL CEILING STRUT 45 \ ELECTRICAL METALIC TUBING (EMT) ONLY SIZE (DIAMETER) L (MAX) I- EIGHT) f SIDE 11.2 L 2 1/7 x 18 GA. OUTER VT 2•_6• 3/4' 3' -10' I/4" 6 ' r T I I/2' 7 ' ' - II 2' 10' - 8" -..1- 22.00 --m.- -E - ` MITER STUD TO ALLOW FOR INSTALLATION OF CEILING TILES AND CONN. TO T -BAR 0 STUD FLANGE A1009 \ 1 \ / • : ®: ..ii; ■ AVOID ADHERING FABRI FACE OF INSULATION WITH ADI -ESIVE IF SPRAY- APPLIED ADHESIVE USED, MANUFACTURER MUST SUBMIT SOUND TEST REPORT DONE WITH FABRIC ADHERED TO SUBSTRATE TO 63 MONITOR 23 "W X 44.5' I-I X 8" D ROUGH OPENING IN WALL • • _ = • • � 42 2.59 / • \ • / \ / \ / BACKER ROD AND SEALANT AT TOP BOTTOM AND SIDES AS REQ' D. SEA LANT COLOR TO MATCH ADJ. FIN. COLOR I OUTER STUD TO BE i SYSTEvi TAR S.M.S. �/ A�ON ��` _ NOTE: FOR ALL SPEAKERS & WALL SCONCE MOUNTING HEIGHT, PANEL LAYOUT AND ALL ASSOICATED ASSOICATED HIGHTS AND WIDTHS RE: AUDITORIUM SIDE WALL ELEVATIONS SHEETS, A531 & A532 • . SUSPENDED CEILING SYSTEM RE AUD • ' R FVA ,� • •• • SUSPENDED CEILING T-BAR GRID. - "' _ - " "� 445 (P.O.) (R,O,) ' 39.10 67 I� 87 (R.0.) 18.63 ® 1 SCALE _ j O ENDS C IJNG DETAIL SCALE = C SCLE 16.2 6 . • • � _ 8 I V2' =1' -0' NONE 3 " =1' -O" D OF UMT DETAILS BY AMC 19'd - 290 1bs. (R.O.) -J _ ° ° RE1lI E�ED FO CODE CO COMPLIANCE � PPR ®VED : NOV 2 07 City Of Tukwila EUI�pIN p SZO r PART. BBD. W/ PLASTIC • Mix � UNIT STEEL 16' OF AT LOBBY ABO GA. AT (1) LAYER BD (AMC T NOTE FOR BLOWER UNITS ISOLATION AS RECuIR ®. RE' U /A1o11 RE= S1-SETS A211 A212 FOR LiNE SET RUNS AND INFORMATION \ • \ • E - \ / \ / . 7 WALL ASSEMBLY AS SCNEDUELED RE: WALL TYPE PLANS AND SCHEDULES FuL LENGTH COUNTER TOP. r PARTICLE BOARD WITH PLASTIC LAMINATE ON TOP AND NosING AMC NSTAtJ r INCOMING Fl FCTRICAL K650 0.F.0.1) g' 16. STUDS W/ GYP. SIDE o D "n' L'7 / KNOCKOUTS. RE: 15 /A1016 FIN. FLR. 0/C 5/8" SURFACE PNEUMATIC TU3E SEND RECEIVE LNT (TOTAL OF 2) PLAN « PNEUMATIC TUBES RECEIVE UNIT (TOTAL 2). RE: 12/A1011 FOR ADDITIONAL TUBE AND INFORMATION AND SHEETS A211 FOR LINE SET RUNS \ K650 ELEVATION ABO UNIT STANDARD MOUNTING HEIG-IT SECTION A LAMINATE PL -I ; m PNEUMATIC TLS SEND RECEIVE UNIT (TOTAL OF 2) RE= 11/A1009 AMC FURNISHED INSTALLED lx BLOCKING O Cs4 RE: $ 8 " STUDS W/ GYP. SIDE RCPS 16. GA. AT (D LAYER BD . \ • . / / \ • \ N FULL LENGTH COUNTER TOP. r FU L LENGTH COUNTER TOP. AMC FURNISI - ED & INSTALLED 2x NAILER w IL 0 - UO 0 I PARTICLE BOARD WITH PLASTIC LAMINATE ON TOP AND NOSING AMC FURNISHED E INSTALLED r PARTICLE BOARD WIN AND NOS EON TOP 3 1 - 0 A1009 AMC FURNISIED E INSTALLED STEEL 16" O/C OF AT LOBBY / / --- INTERMEDIATE SUPPORT 3/4 FIRE TREATED PLYW'D 48' O.C. MAX. W/ PLASTIC LAMINATE CENTER LNE OF SAFE /' b `N INTERMEDIATE 5U'PORT (OF.0.1 ! PL -I AMC FURNISI - INSTALLED FLOOR SAFE FUR ISHED INSTALLED BY CONTRACTOR 30 I/Th X 19 3/4'w x ` 24' WIDE x 18 GA. FLAT S I kAP BACKING. CONTRACTOR FURNISHED E INSTALLED FLOOR SAFE FL IISI -ED BY AMC INSTALLED BY CONTRACTOR 30 V7h X 19 3/4w x I9"d - 290 11)8. ELEVATION NOTE: RE: DETAILS 14 15, � SHEET A1016 FOR MOUNTING BRACKET AND ELECTRICAL SERVICE LOCATION 5 /8' > 12.30 11.2. • / ^\ ( \ • \ / WALL ASSEMBLY AS SCNEDUELED RE WAI 1. TYPE PLANS AND SCALE _ C ii coi*imo SC ALE _ 1 coutimo SCALE _ S 3/4 =1'O" 3/ ° =1' -O I ° =1' 23 (P.O.) --� .30 \ / . SCI- iEDULES W WALL STABL1ZER BARS. SPACE PER ' -� ' MAI ACTIRES AND ..IRISDICTiONAI_ REQUIREMENTS. �Q,, RIVETS 5HALL I- PROVIDED AT TI -E WALL TO TI-E TRACK T1-E , . RNErs sl BE cla . T- 9' M4XMJM T.O. ICBO DER -1632 22.00 / LIN GA SPAYED LAERAL WIRESr 90' APART -0' OC � / ` �' t)(0)111 OR - APPROVED ACOUSTICAL LOG sew BRAG OR 1G WRE HANG :®: : a 7 • • • / TWO AD TALL .IOINING SIDES T1-E OPPOSITE ENDS SHALL FLOAT FREE. , \ ..... =1j r. ;� / r (� 1 I , � � MAN �!•.� ►.' SLPPORT WIRE PLRLN JOIST OR BL 2.5 \ \ / j BACKER ROD AND SEALANT AT TOP B OTTOM AND SIDES AS REQ' D. SEALANT COLOR TO MATCH ADJ. FIN. COLOR \ MONITOR 23 "W X 44.5" H D ROUGH OPENING IN WALL X 8" . = • 42.9 / / 7 / C 1 � . � 2 BRACING ^`' �,. ` ■ • �. COASSION STRUT SIZES METAL STUD slams � T>LE SIZE ALLOWABLE LENGTH v • • .� •• - - > e" nna�c I CNANNELSr O.C. V7 RL R 4'-0" `. y� • - ` s� T 3-3/8" 25 G A MTL STUD 0•�- TO �i'�1' \ • _ 41111167>,_ • • - ® 44.5 (P.O.) 2 3/8" 18 GA MTL STUD B a° 2 FLANGE • • 39.10 52 87 3 / / ` / - - - - - - - - - -- - - T-0AR RAIL MAIN suPPORTS= O STRUT' I� APPROVAL, 12 GAUGE HANGER wIRLEs AT 4' ON CENTER CONPRESSION STRUT SHALL BE INSTALLED AT THE GEEING SYST<= 1 SHALL HAVE A EACH WAY. WIRES SHALL HAVE 3 T1a2NS CENTER OF SEISMIC SPLAY Wl S. Tl-E STRUT' VALID LC.B.0 EV i UATION NJvEER. TM S AND CROSS S 6 OUT SS COL i AD 11 E TON ST TABLE. SLOPED WRE IS PROVIDED. WIRES SHALL ATTACH TO MAIN RINs RS WITH V4' MACHINE MAIN RUNNERS A D CROSS RLNERS NOT ATTACH TO OR BEND AROUND BOLTS AND Tl-E STRUCTL RE WITH 3/16' S-1- BE ATTACHED TO WALL NTFNG MATERIAL OR EL TL'. DIAMETER SCREW. ANGLES AT TWO (D ADJACENT WALLS �� SPLAY �, ONLY. AT 11-E 011-ER TWO WALLS NO 12 GAUGE WIRES S PLAY ®N FOUR UGI T FD(TLRE SLPPORT= DIRECT ATTACHMENT IS PERMC(TED. / Sip - D IRECTIONS. 90 DEGR�s AP ART, PARAL�R 12 GAUGE W ES ATTACI -ED TO MAN oR (' �Q TO CROSS AND MAN R1J�RS, W111-IiJ 7 CROSS TEES W171-IN 3' IF FiX TLRE AT EACH I' f aPrf,, • OF TI-E INCiS 2 S ECTlON OF TI CENTER, CORNER 12 GAUGE SAFt I Y WIRES ATTAG -FD ' `< r s; I BEGINNING 6'-0' FROM THE CO R ER OF THE TO FIXILJIRE (OPPOSITE CORNERS) DCTENDED `r� `� F OR CROSS c CEO NG. wLRES SHALL HAVE 3 TURNS CORNERS of FIXTURE TO MAIN r _ . WtTI -INN 3 ". TEES. Tl-E LIGHT FIXTLRE TO MAIN OR CROSS ,. t7T.6 TEES. 48 A ' v 18.6 - - - �� _ 16.2 6 (R.0.) • / 8' 16. GA. STEEL STUDS AT I6" 0/C / SCREWABLE / C / METAL FIJRIR IAiJNELSr 24' oz. INCOMING 1 I • Fl FCTRICAL 5/8" 5 /8 KNOCKOUTS. T W/ LAYER OF 5/8' GYPSUM BOARD TINOUS K650 ABO UNIT (AMC E / GYP. BD AT LOBBY CON METAL I TRIM RE 15/A1016 FIN. FLR. O.F . / Y SIDE AT Al1DITORIUMS #5, 6, 9. 10 APLL FOAM BACKER ROD AND ACOUSTICAL SEALE�JAr K650 KS50 E LEVATION ABO UNI T ACCESSIBLE MOUNTING 1 V`+6 MOU I ING HE SECTION K600 WALL MOUNTED EXTBIOR ABO UNIT SCALE: � �� '`'.� SC AL � �� H UNG DET SCALE_ ( - I I/T=14 _ - I " -I ' O° NONE DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9-7-07 DELTA -1 SET IKevin De _a:LQU - n e' is ere /�rch'te t 2575 San Jacinto ve., Sin Jacnto, Ra6Fom,a 9253 -5318 P ne: 9 1.9252504 Fax 01.925.02441 anal alk@stkinc.com SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311E 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421-1956 Fri IAA ENG INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 WEB: WW V.HENDERSONENGINEEtS.COM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington S i ifMM Raging giginil § HRH W potk amc W AT g P Oti9 / ffinioW ISSUE INFORMATION: KEY PLAN: 258 SHEET INFORMATION: PROJECT NO.: 223 -383-05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS SHEET NO.: A1009 DATE: INFORMATION: #5.000STR FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN NE-7 I 17 WIDE 18 GA. SHIFT STEEL BACKING AT SIGN LOCATIONS. VERIFY CONNECTION LOCATIO NS W/ SIGNS NPR. AND EXTEND BACKING BY A 6' AT SIDES, TOP, AND BOTTOM. r 6-7-06 50% TENANT PLANS TiLE AND PAVER TILE .r. w . l ... .,�,, ..,T ...:.� r RETURN WALL COVB2, PAINT AND CHAIR RAIL FNSI -ES INTO ALCOVE I i :mgi t I 1 -15 -07 100% TENANT PLANS ,p "- 2 U7 SILK "■sir i.. i; [ STOP �1 ra.7i max; �. �� �1�1 , +4 i� ��• rx �4 ►��4► 1�:1� ,1�,1 .► ;� � 11�`+ ►,� ►, . BASE AT BACK WALL AS C � D 5 " .■ ■1■1■wr► �� mum � �� MOSAIC IN O tt. � '� � �� ++ TILE * � + + + i�'t , �, +r � NO ��I���i .111 ,1111 ,,111 r 1 �ir�4i;. /� I x I' ,,1,, ►, ..�� IIl Ii .( i TILE MOSAIC ` II " ,111111111 ` BLACK 1 o © \ Q 1 o �- .}. .3 OF PAVER* TIE PAVER TiF BADE RE F1OOR i=ce FLANS I 1 �,1 ` , , 1,1 1 ,, 1�1 1 1 1 11 1 1, SACK AUK C PEi NO' ' HACK A IY ChRPE7 W/ 12' BLACK CARPET BASE U 1-155 2X2X el el .911E LP iI ∎∎ , dlj \ / ■ .■ ADA COMPLIANT ,;� W/ 12' BLACK ! CARPET BASE ! ©C scan t TUBE STEEL 1(HOR20NTAl >~ VERTICAL) ,r '� MIRROR �` � MOUNTED M ( ' WITH II 'P CONCEALED 1 'A ,�► 1,1, •N11 ,11 + ,1 � ,1 y 1 1 ,1 1 ,l 11 1111,1/ 4 44 4 41 4 4004411101011141/4 1 9 :• J \ y DIM PLAN ,I, SEE DIM FLOOR PLAN 140 41 iI , i I+, i N; I NN,1;1 1 {. 19,, 1111 `4 1,11 , `I1,y11,0 l� ,� III ,, IiI;I N,, 11 1� 111 111 111 1 1 1 111 1 I +,����;,�� y W CT-6 - I� - I I H I I I - 1 T - - r r- - r-T •-" I I I I I I I I I I I I ,. I I (�" I I I I I j l ��jjX[[ PW I l • w ■r ! Zvi �� ���� PTD-I '�tot mum // /i ' i w/ RUBBER BUMPER ,11, ,1,,x 1 , ' "l � i i�i � i , l� 'II I� O 0 l i, i .11 1 \ (4) 36' LAMPS EECTRONIC T -8 W/ SECTION LADD - w, a. r a. :,:.:- r �- .rw. r.,, . ■■� . :; m::::::amE a ;;es; a,.,... ,,.... — .:: , �r "'""" DR ft`K1NG XS CT- 4 .aw : : a,a.,- . . i.,.rwrr.ax�eaa :::U U::::+ ww .,.r -: •: ; : ; - x�a: - e rr,= arrrrru, rwrrmwra. .- . w. , r..rr...,.,a...,.., raauaew., „wwa.w,wwwa.w,.w...aau a,...wr.r,a,,,r:r.i::.:.a aa,. aw, r..rr. a. ..rw... ■ .. :rruaaoa- /. ME-7 ► - �-- 1 8 �Ih , 11 ■ 1111111 `�- I l I I I I I I I I - u z-.6 Ii JI II J - ._I._ L._ .- u • IOR/ECTERIOR P■�TER CASE 55 AMP BALL A NUT a rrrarrarar. .w DEAL A b " =1' 'V 1 /2" NYLOCK g � MOUNTING BRACKETS I • �� \11111 I 0•••••1111• 1 . o.. ,11!,1, O , �1,N, ,,1 111 11 r� �0 0, r , I p�. � �r 1 1 11 1 11 /t� 4 , 1 ) . 0 I " 11 �/ 11 rp � i■ � i II 1 „ / , 11 1 � / 1 Ill I , " ' P w...,r.lc .... .,.a.ra,wa a : : :; r ::, rwaa..i .r- ------ R,rrra.r 1 I J � .a,..ar,.aawr,a...w.xr..rr, w FOL .a,a, .,.. w PLYWOOD � BACKING GA. ALUM. 16 16 ALUM. .o-.c RAIL RE S /�� 5 / ■ ■. " rr aar �. 1 V , I V � r.� . %1,_•1► ❖, ■ I r rl + . ;_ , l %' �. / +1111. r 1 1 1 ,I,i,iIN , 1 1 11 ! 1 1 II ,, , /* ` 1 1 1 SE {FT. 'A' 4 ' SECT. 'A' Tarr ,.a. : w i rrww ..... :a.,,..,.,ww. :..r : " ar.ua.... ...,.r.ar.,aw.. r...rr - _-° DETAILS ra,. ”' o a a,wwwa a�awa," w. u.. aIr; r, r.. r. rra.+ r. ra. arar a.#w•uu.rarrr[..raa .wu,awuar.rrw.aa.,"a wr..r.., rfrRr aR, iiu t r".rr� m r L /AI W S :o •a .. "a,rrar rr...ia rum::: a .: u::... rr.ar wrirrlol .a.,.ua.w ia.,.X...w ' R .d..wa,..,,a.aw.:.:, ;� rrr.,.:;; r..,=,='r,rr.rrr BRAKE METAL "x ar=; / ♦ r 0,0 r / •rry� .,�:�„ ,,; r �� I i 1 • 1 11 1 , 1 1 ,1 \ \ 1 ,, 1 1 1!; -1 11 , 1 1 i 1 1 11 �/� �l/ Ill 1.4 ,1 1 i T WAINSCOT TILE AiNSCOT l/ METAL TRIM GAP. ( I V2'' DOOR FRAME 2 Vt' UK-SCREENED ��•. N) SCALE u w a r.,. i. i.. r. rwr 7f �, :a•.�.,u r a: , •'""ra :::. m .. r `" a: .......,... "'' ; .w.r wrrr "rrrrrrr -O" 1 /2 PENDANT 1-1/2' 1 TO 2" 1 ra,aw.r rrr[w , rwa wr;:::rm .i ,. r,,r �' ' I IMF -7I- TOP OF TRIM TILE BASE PAVER .Rrwr...a,r .a -,.,, :-: u. Via aa : ;::, ,: w:; ,..". I I" MOSAIC •�. r I , r �r w''r1'�f �� r l < BLACK BORDER I [ (4) 36 T -8 LADDER ..=.-.. ." ar a ��+ aa`a..a,i awi:" r .,.. 2- r+...+raw,...,aa -- . ar ALIGNS WITH TOP ��l.:i.i "" ". ".:. - ° .• a rrRRa =,rww ' a "` , .�;. •rr:w::: ara[wrrY�/�/�•✓ 1��Y , 11 TILE ,`... ,� • . -. �� OF LAV DECK FOR POSTER CASE CONTACT= FOR SCI -�.1_T DESIGN AND DISP WILLIAM T. LLISTIG 318 CEDAR PHONE oo-7LLe3 -8998 c FAX 81 - 4790 NOTE= POSTER CASE IS OWNER PROVIDE, CONTRACTOR S1STALL ®. ..� . - -rr"• � � 6 - w L �r .z .., .., a,al ACCESS "� PANH. L "" L :,:.- .; `":i 1.R.r::,.a. CT-6 I ,���'';' rf r r ; .=i.rw:. : :� n ' riu r. ;,: � ..fr: t 1 � .aa "ware - , a ;:;�; ; a:�. a [ 7� a ": ii.: u sa. " : . �•.J .. , g;;i� � • ; ":; ; � I ;;;;, ., :i! � ,%.a .• < _ W/ 56 AMP TRO BALLAST \ I x .,.�•• 111 ::1WW .7 1 2. r } vh0 9 .ar K — WC I MME-7 b _ UNIT ----- 2 #SPX 1 . ' .: .,4: � !i� r. : =4. ,wa., ■ `U- , ; �, CT-3 PTB - 3 CLOSEST -. -' : . ; N 33 3/8' I J I. : -a. r ., ...., ,, a,arww. aaaw " -- ..--ay.".mw..: :•.::::.....R::. ... .r, , TO -w•,rr•:.,.° . ; ,>;,.aaru rrw........;.,. raa.r.r 'i ar :'iiw.rri.rr�•u` ME - fi w wr••i *arr..a,r..� r,r.rrrr..rr r k ..r - * , rru .u � .a,......a , • LOBBY r O L L. „a,r,.mw..r,r r ' r "..J � _ FRONT ELEVATION SIDE ELEV. • I I SECTION ELEVATION N o. PROTECTION LOCATIONS ONLY) PM I - ` - '"1 STANDARD POSTER CASE (SURFACE MOUNTED) SCALE _ 5 3 BAY DRINKING ALCOVE SCALE : ME-3 + �- .••�•.• of PIPES. W/ PLUMBING AUA 1 MIRROR I' - I•_o" 1/7-11-02 ` al NOTE = 3 (WHERE OCCURS) I -►� I I 55 5/16' - 1 V7 DOOR �' END #CRS -20 CONCEALED #CRSC -20 CONCEALES DRAWING #CRS20 HALF SCALE 12/9/99, 8/23/02,5/23/03 MAP DETAIL I I. REFER TO ADA NOTES FOR 2. COORDINATE ANGLES 1a SIDS DWG'S. FIELD VERIFY. 3. PROVIDE SHOP DRAWNGS. I x r MOSAIC TILE CT-6 INTEGRAL BACKSPLASH TEI2REON LAV (AT BACK SYSTEM ELECTRICAL REOUPEv 4TS= I I ' \ / FRAME ( CT -I ( I -(ID ELEVEN 4a" T -8 FLOURESNT LAMPS. -ELECTRONIC BALLASTS FORE ENERGY SAVNG AND INTERIOR CABINET I-EAT P JUCT1O L -110 VOLTS /35 AMPS /60 I- 12/384 WATTS 12' WIDE 18 GA. SHEET STEEL BACKING AT SIGN " 2 1/7 sax SCROD BLACK BORDER Li VIEW STAY 6 " =1' ` � ` � - - .911 6L ` -� W coc PLYWOOD HANGERS 3' -4' A.F.F. / r ' �° = c c G ' G _ ._ c I I { � l i I I 11 N6�IQ I I I I I I I I I I II II II II II II II II II II II 1.11 H 11 II 11 II H 11 II _ _ 3' -92' _ _ _ \ • r O' ■ LII��LII� i■ 1�1iI�� LII�LII�� ■■I �il■■■■ �■ STAY ROLLER ROLLER CHANNEL ' -O” ���� i 111 1 1=1 ■ ■��i��� RAIN = ���� ������ ■ III�LII�� IIr���il� ■■I� LOCATIONS. VERIFY COMECTION LOCATIONS W/ SIGNS MFR. AND EXTEND BACKING BY A 6' MW. AT AT SIDES, TOP, AND BOTTOM. ® ��i����1����il• ���i��r��� 11... TOP OF -,� „_ 1 i ' - UM i T -8 W/ DETAI �0���i������i� �i�fir:uf yr i iiiriii�iriiiiiiiiiiii ..._..,_ .�._.,.�,w._._._._._._ ����ti���u���� :Z=Z ����- '(4A)'36' LAMPS ELECTRONIC LADDER AMP BALLAST SECTION "A" ■i-i-i-_ i-i-__�--__ _ _-- - - `I `� =MEN ME ��I������� • ■��i�� 11111111-1.1 = m I SECT. 'A' CASE INFORMATION; ����������� ■■■ ��I��i� ��MI■II��■■�■Ir■■II■■i 1,1� 1A ■ ilr■■■��i�r■■�■■■■i�i C 5 - -Q" S TOP OF OPENING IL NO SCALE ■� �������������� ���� TERREON LAV DECK INTEGRAL TRASH ��III�LIII�iII�� .■■..■i>.i�i�.....■i J I I -CONSTRUCTED OF ALt�WNL�/I FINE LINE MAT�IAL -I U7 DOOR FRAME W/ GLASS ■� ���������� ��r� nem MINIM �_ —-_- — —_� RECEPTACLE f t = 6' 16 GA STEEL STUD e 16' 0/C � � 1/2 U POSTER _ EDGE OF OPNG. -_ ������ x 4 -WHOLE CABINET IS BLACK W COLOR -UTU IZFS LAYER CONSTRUCTION TO SCI -ODE T. POSTER CONTRACTOR ISGN A AND DISMAY LUSTIG HELL, MO, 64080 783 -8998 -4790 CASE IS OWNE32 INSTALLED. \ \ EQ . WELD HSS POSTE TO 1 l 4 OF DOOR POSITION FIN. Jr I I I I I PREVENT CONDENSA DAMAGE - SECOND LAYER POSTER HOLDER I -gNGED FOR EASY ACCESS FOR R�ANPWG. - 1•{CLLOES DRIP CAP FOR EXTERIOR USE -(2) TWO LOCKS FOR ADDED SECURITY. -4' DEEP ADA COMPLIANT. 318 CE 318 CEDAR PLEASANT 800- FAX 816 -5G0 NOTE= PROVIDE, CONCESSION ME - 3 LI 211117 d-- EDGE BACK. REVIEWED C ODE COMP APPROVED NOV - 9 FOR IN CLOSED ; STEEL PLATE AT BASE GREEN BD. AS SO-ED. i - ' ` : ° :-• I i .._ ` . • P. ei L la ,__, qii - NSS 2X2)0 VERTICAL STEEL POST V4' X 4rX4" SQ. STEEL PLATE ANCI- -CORED TO coNC SLAB wrTl -I c4) BZI C 3t�1T I16- E54D SOCKET AP F SCREWS INTO (4) WT - I RE 500 EPDXY INTERNALLY TI•- BEADED IL O Ltie 0' 0 `� BACK EDGE IN CLOSED OF POSITION DOOR r FRONT ELEVATION THIN MORTAR ; ! X15 L A' DETAIL L CO O _ • _ " VIEW 6.=I • _0. /N V ' WALL TILE ICT 3I - _ STAINLESS STEEL COVE (ME-3I BOTH SIDES) BUS STOP POSTER CA SCALE: WALL TILE ELEVAT1O1 _SCi4LE = I i City Of Tukwil I/7Ii' -0' I � ! I 3/4" i' -0" 2 1 /2" 1 { INSERT (3/8' TI- READ) ACCESSIBLE WATER RE: T102, WITH ^,_ OF F RE= �u� .�I�11VV Uj�/jSZQj1j 47 GRAB BAR RE= TIO2, SECTION 12 WALL ASSEMBLY AS SCHEDULED. PAVER TILE AS RE BASE DRAWINGS SLAB IL DBU WG ;.; >:~ ti DOOR LAP EDGE OF OPNG. FLOOR r �� ��� 42' GRAB BAR SECTION 12 a a • :. I j I • a ° . • 4 p. ACCESSIBLE WATER CLOSET AS SPECIFIED RE = PLUMBING. I2" 42" - mai 4 CLOSET AS SPECIFIED RE: PLUMBING. 0 ° • A v ° ----- COAT HOOK DOOR BUMPER • �T^ r 1 1 ^ 18' VERT.GRAB BAR PER MSBC E r i I 1341.0448. RE: 5/A522 _ CARRIER 0 C=11-0" • 2" II L II 2 1 /2" L-I 1" } X21 3/4 -1 FACE OF TILE I 8' FACE OF TILE I2' 4: / BRACET. PLAN lB WALL ---� ASSEMBLY AS scl FOULED. ! ( � SIGN PLAQUE PARTITION. J , RE= RCP _ ~� o m < CARRIER BRACET. O SYMBOL OF SEE CLG. PLAN DETAIL 1/2" 3/8" ELEVATION X 12" LONG ANCHORS (BY 7 OTHERS) /32 D ACCESSIBILITY ON DOOR. RE: FOR WAYFINDING CLOSET RE= 14/A1012 - ( z w AUTO FLUSH VALVE 0 y YVV 1. WATER DIMENSIONS 56' X 62' SPACEROOR 6' 16 GA. STEEL STUD T. DRILL TAP FRAMING AT 18' 0/C RE. 14 /A1012 FOR WATER CLOSET DIMENSIONS o r N. PARTITION. bb MIN — � 4' 18 GA. STEEL STUD FRAMING AT 18" 0/C 2 ' - 2 V2' 2' - 2 VT TOP OF DOOR 'I +7.-6" AFF m WALL SIGN PLAQUE SYMBOL ACCESSIBILITY II ,/ I 11 I V I I I . _ I I / PAR WALL 32 MIN - COAT NOOK WITH N LAYER OF TYPE 'X' GYP. BD. sm '. r o = _ t om. 32 I I I ` 5, I C - I I I I V I I _ I I I ON DOOR. WAYFINDING 36' GRAB BAR. RE TIO2, SECTION 12 5 b" MIN m 3b" MIN DOOR BUMPER MID ON BACK OF DOOR o 40' AFF. I ■■■■■■■�..■ ■■■w 1 ■■■■■■ ■■ ■■ ma "'- - -- � ■ ■■■■ ■■■ -- ■11 ■ ■■■os nw - - ■wIr ■■■ ■ ■ ■■ ■■ ■■ ■ ■■ ■■ ■1 + 16 GA. ALUM. PANTED BRAKE METAL SURROUND SET BACK I . , FROM EDGE WITH MITER CORKERS AND CONCEALED ■ ■ ■■■ ■■■ ■■ ■wrl■■■■11■■■■■■ ■■ ■i ■■■■ ■ ■ww■■■ ■■■ ■■ ■1 f ! MEMMII ww1,■■■■■■■■■■■■■■ 1■■■■■■■■ uLMw ■ ■ ■1■■■■IJ■■■■■■■■■■■ ■wr.■JN■■■■■ ■■ ■■■■■ ■■w■■rNl HUNG WATER CLO. 1 ■•■••••r1■■■■■■■ 1■■■■■■ ! wN■■■■■ _i ■■■■■■■■■■ ■ ■w ■■ ■■ ■■■■■■ ■�■ ■■■�i ■1■ ■N ••••••••••11091•11 ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■r.: ■ ■�a.■1 ■ ■. ■■■ ■■■■■■tt ■1 1 3" ■ ■ ■■■■■■■■■■■■■■■ ■1 l ■■ ■ ■■ ■ ■w11 ■■■ ■■■ ■ ■ ■ ■d ■■■ ■ ■ ■■■ ■ ■ ■ ■ ■Cr1n ■ ■ ■►� ■1 ■1 ■■■ ■ ■ ■ ■ ■ ■■■ ■■ ■■ ■ ■wq ■ ■ ■ ■1 1 ■■ ■■ ■ ■■ ■■■■ ■ ■ ■ ■w ■ ■ ■� ■ ■■ ■ ■ ■■ ■ 1 1 7111h1 1w■■ ■■■■■■■■■■■■■■■■w ■w ■1 r ■■ ■■ M ■ ■ ■ r I ■■ ■ ■ I1IIIIIIIIIII1IIIIIIII i■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■ ■1 / t WALL HUNG WATER CLO. ■ ■ ■ ■ ■ ■A ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I■■■■■■■■■■■■ ■■w ■■■■ ■o■■ ■ ■ ■ FASTENERS 3/4" 3/4 » B O R Ex 3 3/4 3/4" I—f ■ ■ 1 ■■■■■■w ■■■■■■■■■■■■■■■■ 1 ! ■ ■ ■ ■ ■ ■wNl ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■■■ ■ ■w ■■■■ ■■ : 4.4 ■� ■■ ■ ■ ■N ■ ■I ■■ ■ ■ �iiiM ■I■ ■■■ ■ ■■ 1 . 11 1 � ., ;�{' 11111111011111111111111111111111111 1 ■■i I ion - - -.i ∎ r r ■ iI ■ ■ m•••iiiii i rnowwwi ■ ■■■■■ ■■■■ ■■■1■ ■ ■■■■■■■i 2'X2" HSS HORIZONTAL BRACING WELDED TO POST 3 EXTEND 6' BEYOND EACH ' SIDE OF POST %-.45 r 1 MIN . V `�. AE NAIL SCALE � FIxTFIXTURE. RE= RCP 8 ELECTRICAL ' 3 S CALE ::w w .. ": ■ ■ ■ ■■■ ■ ■ ■ ■■■■■■ ■rte l ■ ■11ww■ r wl ww ilmmiiil • i SEMI-AKIBULATORY DETAIL r ■ ■■ ■11.11 ■■ ■ ■ ■ ■ ■ ■ ■ ■w ■■ ■■ ■■le ■:� -• _ , I /7-I 4 1/22-11-01 n DETAIL b " 3/4 3/4 =1 ' BORE -O" BORE 1 ■ ■u■■ ■■■■■■■ ■ ■ ■ ■■■■■■11■■NI ■■■ ( • ■ A■■ I1■■11 ■■■■■■■■ ■■ ■ ■■ ■■■ ■■�r1■1�i 1 ■ ■11 ■ ■ ■■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■ ■11 ■ ■Il ■ ■■ ■■ ■ ■11■■11■■■■■■ ■■■■ ■ ■ ■ ■ ■■ ■ ■11 ■■1 1 ■ 1 ■■11■■■■■■■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ww ■ ■ ■ ■ ■■■■■■w■■'■■M ■■ ■ ■N1■ ■ /MEEk r o IAMMI1 iammea■., =THAT ■■ ■ •••II��■A••••MMMI RTU. RE: MECHANICAL DRAWINGS 0 I BUILD - UP HOW 8 FIRE TREATED PLYWOOD BACKING FOR MIRROR F-15S 2X2X� STEEL TUBE ATTACKED PAINT EXPOSED SURFACES P -10 Iw ■11 ••••••••••••••••••■IA0AM •• r' I aw■■Ew,■■■■■■■ MIII■■ ■■ ■■■■■11■ ■1 1■r 1 ■1 1■r 1 ■1 1 ■1 1 ■1 1 ■1 1 ■1 1 ■1 1 ■1 1 -1 , ■■■■■■ ■■ ■■■■ I■■ ■■■■■■■■■■■r ■ ■■■ - ■�■■w ■ ■ -11111 1 ■www■ 1 ■■ ■ ■ ■■ ■ww ■ ■ ■ ■ ■■■ ■ ■■ rI t ■1 1■1 ... iii 1 1 III 1 I!! ■1 ■1 ■1 1 ■ ■■ ■■■ ■ ■■ ■ ■■ �I r' '� ■ ■ ■ ■ ■■� ■■■ ■11w ■■ ■ ■ ■ ■i ■1 ■1 1 ■ 1 ■ ■w ■ ■ ■■ ■ ■ ■■■■■ 1 ■ ■ ■ ■ ■� ■ ■■ ■ ■ ■■ ■ ■■ 1 1 1 ■ ■1 ■■� ■■■ PTD-I 1 ■■ ■wJwrN ■ ■■ ■■■ ■w ■ ■■� ■ ■ ■ ■ww1 ■ ■ ■1 I P1U-1 1 ■■ ■ ■■■ ■ ■■ ■■■ 1 ■ ■ ■ ■ ■� ■■ ■ NOTE: THIS DETAIL IS FOR Tl-E COORDNATION OF AMG'S CUSTOM SOUND ISOLATION CURB A ND RTU WITH BASE BUILDING BUILD UP CURB STRUCTURAL ISOLATION. ►_.. r ■ 1 ■ ■ ■ w ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ - • • r • r i!!!!! rMrlr��� 5/8 " 1/4" 1 1 /4 " 9/32" MOLES FOR # 14 R SCRS IwINon ■ ■ ' s ■ ■ ■ ■ ■■ ■C ■ ■! 1 11 1 ��iiwrNNriiii I ' ■ ■ ■ ■ ■1 iii 1 iii :e: ■1 MI MIRROR MOUNTED WITH CONC MOUNTING BRACKETS TE LAV DECK SYSTEM WITH BACK AND SIDE SPLASH C" �I '' IN 1' MOSAIC TILEICT -6I iii 1 ■1 iii 1 ■1 1 n MI 1 ■I 1■1 1 ■1 MI iwwww 1 ■ 1.......1111111111. ■ ■ ■■ ■ ■ ■ ■ i w wiiiEiiwww wi r ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■1 r l CUSTOM VIBROCURB RE= MECHANICAL DRAWINGS LE AT TOP OF CURB 11� 1 I ■ ■■ r BOARD SO FFIT A1 RAMS r 1 rl 1 1 ■1 ■1 1■1 ■I 1 2 - / " O : 1 �.h I I I I 1■■ ■ ■■■ ■■■ ■n _---iii r_ ! ® 7/8" I I I _ , 1 ■ ■ ■ ■ ■ ■ ■■■r.■ rlYIr ■w=mammon j , ■ ■ ■ ■ ■ ■� ■■■■ 1■ ■ ■■ ■■ ■■%■■■ ■ ■■ ■1 1 ■■www■■ti ■ ■ ■■ 1 WALL COVER AS SPEG'D , WALL COVB2 AS SPEC D 1/EL 9/32" HOLES FOR 14 R.H SCRS. •,. Mi " I 1 ■■■ ■ ■ ■r ■ ■ ■ ■■ ■■1 U 3' -4" A.F. ,F 1111111 ;111111 IL I DIMENSION VARIES. TAPER CURB BUILD -LP CURB AT TOP TO CURB SHALL TAPER AT TO ROOF WITH CURB SUPPORT ■ ■ � � Y111111d1I1111 6 1 ■1■ ■INN■ ■s ^N■■■■ 1x,o --�, ■■■■r""r1■ �r ■ ■ ■1 1 ■r MI -'_ „ �:, ■ : ■ ■ ■► w�Nrl ■ ■1 ' 1 ■1 c + TERREON + LI TO PROVIDE A LEVEL RECEIVE AMC RTU. THE BOTTOM CONNECTION ROOF SLOPE 1 ■L 1. J ■ ■ ■Vi ■ ■ ■ ■■ ar�__■■ ■ ■` ■llir ■ ■ ■L - -w J ■1 AFF. 8 v. .L Q , MOH) L -! 1 ■ ■ww ■ ■ ■■ ■, - �7ii■ ■ ■ ■ ■■ : ■ ■ —II I■ ■ ■■■■■■ ■t��a■ 1■ ■r.� BASE BUILDING CURB BUILD -UP. RE: BASE BUILDING DRAWINGS BASE BUILDING ROOF ASSEMBLY. RE= BASE N \ cn .zit o-.£ D � 1 k x r I 3TER Y� * & . � L_ J AIOO5 (e 4 SIDES PANEL. AL - PROVIDE LEVEL 5 FINISH ON DRYWALL, LAND Iv1.RAt OVERLAY. AY. - PROVIDE m COAT PRIMIER PAINT OR c» COAT SIZING OVER THE LEVEL 5 11111% 11111111141 5/8 " �� BASE BUILDING CONCRETE SOUND DAMPENING ■� " "� 24" ■�I � F I; *` S BUILDING DRAWINGS 4 - =' = - SLOPED WITH ROOF BASE BUILDING STRUCTURAL 1 Q ' SLOPE. RE: DRAWINGS ,ii7i � `/' OM in 1 -- - 1- iv o ' N .01- Z LAV DECK INTEGRAL TRASH RECEPTACLE LOW PROFILE CATSER E HANDLE ON NON SEAM SIDE U. A' �� l , IMO 2• 4 Il f a • • ::, ° FALSE PLASTER - - . ........ .... 1 3/4" ii `.., fi � � o, : a. —. r - - G I 3/4" " . _ " f7�777r- ��rrt./ *W. . 0 1 4 7- -'' � +� � �� +� + <1 • - I z FIN PLR. I 1" FROM BOTTOM OF DOOR , .�i +i +i ♦i�i +iii +i +��i �����•••� 4 - v • • 4. ± ; 4 . ∎ 4 1 . � 6 VINYL BASE BASE - WALL TILE ICT -3 ( FNISH PLR. 6 VINYL BASE WALL COVER AS SPEC'D I I -3 e ,, 8 • 8 ` ° r IVB ( I VET I I 1.315" O.D. `♦ Ai 9 � 9 SIZE FO E ER FOR KEEPER r" �` 2' -6. I -6" ' I , _6, 2 . _ 7.---_ -O" CANE BOLTS NO. DRILL SIZE - - I, 1 3 " (HOLD) 12 -108 < BASE BUILDING STRUCTURAL SUPPORT AT RTU 1 1 /2" 524 -P23 1 1 /4" STEEL RE; BASE BUILDING STRUCTURAL DRAWINGS t I CENTER LINE OF LAV STAINLESS STEEL COVE ME -3f DE NTAL �` , �L �'�` 3"=1 ' OTE: ALL SLIDING DOOR /DOOR DWA BY C ROWN INDUSTIAL UPPLY OR EQUAL �. DECK WALL 8 MIRROR INSIDE T / ,� ,� '� r R ETSIDE CORNERS p� 12 ASSEMBLY RE: I7 /AIOO4 VENDING DETAILS SCALE _ WOMENS BAcK-TO-BAcK A SSEM�L.Y SCALE _ � M PANB_ ELEVATION SC ALE _ � RTU SOUND ISOLATION DETAIL SCALE 14) NO SCAL u4 I -o I I/2 -I -0 DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e in Tih ro tm= n e ist re • A rch teat 2575 San J to 'va. Ja. to, Ph 1.925 504 Fax: ' 1.9 .02441 Ernai SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 PROJECT FOR: la E N G II N E E R S INCORPORATED 8325 LDJEXA DRIVE SUITE 400 16IEXA. KS. 61214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WE& VAINLHENDERSONENSINEFIRS.CCIA amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington niZ_Mi ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS SHEET NO.: KEVI DEAN T STATE OF WASHI REGI EREU A1010 9 2 2i h .com RECENED �1 JUL 12 2407 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN �< FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 r � 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I GRID a,.. a d• • 4 • • . \ 4 4 d a e 4 ` AVOID RIGID CONNECTION BETWEEN D JVBRY TUBES AND ADJACENT CONSTRUCTION. PaETRATIONS E 1' wiN CCUMFENCE OF LIGHTWEIGHT -___ PAINT LINE � �,.�,,, Uu_ CHVTEf2 LINE OF STOOL BASE RE: ENLARGED WONENS RESTRooM FLOOR PLANS I FOR STOOL SPACING 12 0 FIRESTONE WA -CLAD ALUMINUM COLUMN COVER SYSTEM. RE =INTERIOR ELEVATIONS, RE: 8A /AIOII -._- I II l _�_�__ ��_�__ll_• Ju-- ���,,,�� ����!,. uL__- -- -- ___. :o -__ _UL__ -. I I . y; . I; ��i t i 114 i� ►; � � QED OR LAY IN CEILING _ t � OR LAY N 2' QED CEILING 1 ASSMYE= RP. I \ 1 ' t!1 ii l4 ';I:i� ���� � ii I � �.� i l sl. .1 t i,' ill' � ►i; d hi' � ,� , ' = : 5 I ►1 "� ; � ►j �� ► Iii. `` I !!.1L UNA CLAD SERIES 200 CONCTION _�-- -- r : .. •�� - - Y wy r ; l �3 I j BASE (OFO8/11 LI - - - --- l INSULATION � I � j I/ 8 ANGLE STIFFENER WELDED I __ ll 4 ; , ;; SURROUND. TRACK PAR30 DECD 7o wATT. (MFR PAR30 DEGREE 70 WATT. F NM (3) 24" 2-CIRCUIT AND TRACK COLUMN TRACK ti � TOP OF 11-FD ; = ; O BD. (I) YER /8 4 y VAR. GYP. BD. PAINT RE= ELEVATIONS , f ' 4 16 GA STL STD. PAINT FRMG 016 O.C. / 1-7 P, CD BO. (2) 3-5/8' 16 GA STL STD. FRMG 16 o.C. GYP. D. MET. I ,( CM-1 40 - OOD _ SILVER) CM I " PNB.�VIATIC TUBE BLO D . w/ UNA -CL VEN OR. LIGHT FIXTURE RE: �c 4 � p 1� BLOWI�2 LMT FREE-AND-CLEAR OF (4 In STEEL COLUMN Q - UNA -CLAD CONNECTION SERIES too (AT LIGI -IT TRACK ONLY). RE= 8B /41011 + + + + + + + + + �j I + + ;, 11 AUD. SIGNANGE REF. WAYFNDG. DRWGS. 7•-b' AFF CONTACT WITH ADJACENT WALLS. ( I : RE BASE BLDG. ,' FLOOD - ING ti (4) 3/8 DLA. CARRLAGE BOL1 (4.) (F�IISI -ED) INSTALLED INTO `•� ! DRAWINGS. I Q -MOUNT BLOWER UNIT ON ` VERTICAL RECESSED LIGHT TRACK. RE = 2 G 6/41011 RE = ELECTRICAL grid n CEO LIGHT FIXTURE, .. � - f _ 'I -pLTI' I-pT -I THREADED INSER 9,� DOUBLE - DEFLECTION t ) NEOPR MOWTS, EMBEDDED 3/8 HY I S PROVIDE ASI+� REQUIRED TO SPACE AS RE I AROUND SQUARE BOLT SHAJ�C coF.o.IJ SILVER) COR►�ER BEAD t �- „_� MASON INDUSTRIES TYPE No OR APPROVED EQUAL >� RE= ELECTRICAL ��� TAPES AND TEXTLlI2E AND PAINT OVER / I I B0T OF 11-PD SECTIONS OF RECD 2-NEUTRAL ,2-i�JTRAL TRACK HOUS�VG INTO GFRG SURROUND. RE= 6/41011 NOTE= COLUMN SURROUND TO ` RUN 6 ABOVE CEILING ASSEMBLY FRONT OF COLUMN SURROUND BEAD. 1 YP. + + � + + 1 I + + ;_ I + + I I - �._ , . � ,'� _. / ... • - • ,'+ ` ; ` - • ` - •�� - • - - � :- .. - . . • .. ._ ...x'.- �•- .••:.....•• .... _ . •': STOOL STEM (OF.O.D � , _........ ._.. VARIES TOP OF PAR38 ��� F w1FR - ' I HIR 10 SPOT - ING I �P�ELJMAl1C SILVER) TI E BLQWER ISOLATIQN SCALE' r � 17 SCALE _ ( � f SCALE= � ST TE (OfCf SCALE _ � ; ALUMINUM COLUMN SU ND � DETAIL 9 " ' " NONE ; 1 APPROX. 19 -5/8" LONG MEASURE ON THE TOP OUTSIDE EDGE OF THE BEND J PTS STATION REAR VIEW 12 0 FIRESTONE UNA-CLAD ALLJnAWJM COL_LM'1 COVF2 SYSTEM RE =NTFRIOR ELEVATIONS, RE= 8 /AI011 I I STUD REQUIR® BY PROPER RECESS OF . GROOVED CLIP TO HOUSING TO HOUSING. WM-I CIRCUIT, COLOR= COLUMN 2/AI II TRACK M=R, FIXTURE, FIXTL.1}2E DET 2141olt I � ARIII SPOT WATT. (tvIFR ALUMINUM RE: ELEVATIONS 8 DEGREE - 100 \ E Slvl) ::: : f . Z CL.1P OR STEEL FRAMIN O AS TRACK G R MFR FOR SUPPORT AND THE TRACK. PROVIDE �I � I A STRAIGHT �� CUT STRAIGHT �� HERE E COI -UMN SURROLJn1D. FOR FNISH SL POUr>Q cavrER TRACK 140 � • o r'IC DOT OF SECOND CONNECTION F ANCHOR TRACK COLUMN FRAMING ( FRON T W vlE PTS TRIM PLATE PLAN VIEW TO / FROM BLOWER UNIT OR VENT FOR SOFT CARRIER ARRIVAL .;I TOP OF MST TRACK PAR38 SPOT FIXTURE/HOIUSING SILVER) ` HR 10 DEGREE - 100 WATT. (MFR _. - 22.5 DEGREE BENDS TRIM PLATE SHOWN PROJECTED FOR CLARITY FRONT VIEW CEILING RECESSED TRACK COLOR: BLACK RECESSED 2 - 2- NEUTRAL TRACK, BLACK MOL'ffED VERTICALLY, N SURROUND. RE: AL I N• COLUMN MOM RE: 16/41005 I 3 / 4 " = APPROX. 28- MEASURE ON EDGE OF THE STRAIGHT 1 ' - 0 n •3/16" LONG THE TOP OUTSIDE BEND STRAIGHT HERE BENDS PAR30 DEGREE WATT. FIXTIJF2E/HOUSING QvFT2 TRACK it II D PTS CONTROL PANEL f f---- BOT OF FRST CM-1 15 SPOT - 70 SILVER) wit 1 111 S CORD 7 ,�, r INATE w/ .I FOR EXACT SIZE. TUBE SIZE DIMENSION " 1 TI I I PTS STATION 80110E TRACK A B D E 2" 7" 12" 3.5" 3" 13" 7 10 � ` - 3" 8 " 16 " 6" 6 4" 14" CARPET COLUMN _ - it l:y. \ 4 " 8" 8 1s " s " 5 " 14 " r 3 L w ` o r~n S. W s o MEM 4.5" 8" 16" s" 5.5" 14" ' A PTS TYP. TRIM PLATE WALL STUDS I 6" 12" 23" 10" 7" 18" f \ \--- CUT T NOTE: 1. SIDE AIR EXHAUST CAN EITHER BE ON THE LEFT OR RIGHT SIDE OF THE STATION BOX. 2. AVAILABLE WITH DOOR LOCK 16" TRACK MOUNTED COLOR: tviFR SILVER, RE= ELECTRICAL scHEDU.E AND FOR ELEVATION ADD I � ' : ' a I o ---- BASE AT BASE 30 DEGREE , , O.C O` LOBBY FN, H.R. \ > ' 4 " STEEL, 36 PRE -CUT / FIN FLOOR ) ELEVATION RECESSED TRACK AT COM' RRO SCALE _ e S AT COOL SUND 6 O 11/2 =I -O " x BEND T � �� 90 DEGREE RADIUS MEASUREMENTS = ••• ---- -•---- -••• F RATING T RATING ( OR SMALLER (SCHEDULE = 3 HR. = 0 HR. SECTION A -A f� -��� ��� *10 ��� " MIN. 1/2 DEPTH CROWN OF FS 601 AT POINT OF CONTACT +13._3. ,_ Lr�j°� - I = / it /�I /. e FJ W CLAMP 6" DIA TOP VIEW /� 1t � � �\ ��� 1.� T ��A ��� ' STEEL PIPE EII:I:: 0 = - 14 GUAGE STEEL TIE ROW CLAMPS 40 OR OR STEEL MIN. r; FS6O1 .... HEAVIER), CONDUCT. 1/4" DEPTH EMT, 4 GA STL sm. --� 4 1 6 G O Ib 0.(i. I la ity Tu VI p + +ir-4' 11 + + + O �� gib \ q ABOVE LIGHTING / BELOW TRACK + + + + + + . C) C) C) ,:,-$ TO E y y e � pR 0 FLOOR SUPPORT + ' , • a ° a �- r o - 0 -. ' �.o :., .: p' • 0 • �'' III 4 0 i LIGHT © �� _O 0 GYP. BD. MET. BEAD TAPE AND TRACK MAX CONCRETE BACK FILLED j _��� l .! � r : \ :� !�, % �� +% m LAYER OF 5/B -- GYP. BD. PANT L1GIfif MIKE ---- -a 3' CORNER SAND, TEXTURE TA 4- SIGNAGE R I WAYFIIDN( 1 AWINGS MIN. MINERAL (MIN. I i i � I � I \ i I - � RE: ELECTRICAL NOTES FLOOR OR WALL ASSEMBLY MIN. 4 -1 2" THICKNESS / LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE OR CONCRETE BLOCK 1O. STANDARD OUTLET BOX 4 1 /8" X 2 1 /2" � I ( 4" THICKNESS WOOL BACKING 4 PCF DENSITY) ♦ q _ AT LIGHT / / TRACK + + + + + + O 2. COVER PLATE MATERIAL: 20 GA (.0359) SS r � ��� ( 06111 COLU AXONOMETRIC B I + + ( P - � �� WITH BRUSHED FINISH. �� +9 6' . -1 4' VARIES 3. TO Br USED WITH IN WALL BOX STATION RCU AND TRIM PLATE. TUBIN SPECS: 6.00" G OD x .065" WALL GALV. STEEL 051.5 LBS /LENGTH 4.00" OD x .065" WALL GALV. STEEL 034.2 CBS. /LENGTH P-6 () ! TUBING SUPPORTED EVERY 12' TUBING SUPPLIED IN 12' -6" LENGTHS. BELLED ONE END D TUBING HANGING DETAILS NOTE: MAX. DIA. OF OPENING IS 8" ANNULAR SPACE = MIN. 0 ", MAX. 1 -3/8". WALLS REQUIRE MIN. 1/4" DEPTH FS 601 ON BOTH SIDE CONCESSION uokir C�%J E DETAL SCALE _ 1 I /2 " =1' -O" . D INSTALLATION INSTRUCTIONS • -7,__"7. 0 1. 7 `� ' RCP�S �. TUBE SIZE DIMENSION STEP 1. PREPARATION 2. BACKING MATERIAL 3. FIRESTOP SEALANT A B C D " STEP , 1 �' A A I 3" 8" 16" 6" 4" - STEP TO 1 VOLT. 20 AMP w i� P -4 (E$)1 o- 4" 8" 16" 6" 5" I 6" 12 23" 10" 7" •. E VT -I COVE CAP I. j �._ ■ � ■ NOTE: 1. 510E MR EXHAUST CAN EITHER BE ON THE LEFT OR RIGHT SIDE OF THE STATION BOX. MIN. 2" CLEARANCE 2. AVAILABLE WITH DOOR LOCK 3. AVAILABLE WITH TRIM PLATE FOR IN WALL [61 FOR AIR INTAKE INSTALLATION BOTH SIDES .- ig � i� { 4 ' OUTLET BY OTHERS , 'I I I t I f I .. _ 3 36" -if (T- L ` UNA -CLAD .7ERIES �.+OMEC SERIES C CTION 0 �L I SPLICE JOINT DUAL COLM -6) TOP & BOTTOM .. 11„ 11 l I C -6 � B I :i L�IA1 •AD ' fir I B I/ II 8 1 . I A IL A I I 10.875" �'�� lip 0 i ii � ii i CB 2 4.:K <- ti " `` , v µ I.U. k'AMI•' D UNA- f ( COLOD. DMS. n SERIES WITH - LIGHT LI -IT TRACK. 200 CONNECTION `." TRAGIC RE= ELECT. II. X1.1` 'gm HORIZONTAL- ( MA-CLAD I B.O. RAMP BOX STYLE STATION 10.00" DOUBLE BLOWER INSTALLATION iii - LINE 90' C �• A WITH BEST LOCK HOUSING MUST MUFFLER REMOTE BOX STATION 7" UHISTRUT CLAMP WITH LOCK & TRIM PLATE DOWN RECEIVE STATION SCHEMATIC OF WITH mu - SCALE= 12� ALUMINUM C SURROUND SCALE _ 8 AW . BITRVWALL CAWEF.RAWCOIUUONDEFAJ. ( PNEUMA11C DETAILS NONE NONE 3 /8 -1 _0. DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS Kevin I ern - routmen ediste Architect 2575 n J to E vet., San Jadnto, Cartforma 92533 -5318 Phone: 911.92512504 Fax 9 .0244��stckg)-Akinc.com SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: J p GISTE• ED ARCHIT :C N TR'QU Adi WASHIN TON rri E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 68214 --1695 TEL 913- 307 -5300 FAX: 913- 307 -5400 WEB: WVAILHENDER50NENGINEER5.00h1 amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 18 THEATRES lv AT estriekt SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington 1101 go 1= ° aaaaaVaQaa a$m:o 0_a., w 9 P !.., EadEHIM ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS SHEET NO.: A1011 RECEWED JUL 12 2007 }+LHMY /1...,`i. I • NO. P/N DESCRIPTION QTY. O 68014014 ALPHA 220C EXTRUSION 01 • 63301403 EXTRUDED FLEX 01 ® 68014001 LEFT ENDCAP (GRAY) 01 • D 1110110001011111101 0111 10X]1 0111 1011 1111 0111 • • 62204016 SCREW,3.5mm X 18mm,PPH, MACHINE,BLACK ZN 04 ® 98001402 ALPHA 220C LABEL * SEE NOTE 1 01 • 111111101111110110111 1100 1001 1 101 1111 1011 1111 10 98001401 POWER ENTRY COVER LABEL 01 11 10141111 -02 • 11111111111101111010 Ill. 1101 1111 1001 1101 1111 • 32FT 14 62700490 WASHER, STAR, 4mm, EXTERNAL, TOOTH 02 15 98003604 • 0111101][]111.pl11111 1111 0011 Ill 1110 1111 .11l • 01 • C]11111.C101111[IC]0111. Cu 011 1100 11.1 0111 [1X]1l • • l um10.11M11111111 11 iD 0101 1011 1X710 1101 .ill • 0110 • 01110111111111011111 1111 1110 1011 1101 0111 . , — 4. nnn NO. P/N DESCRIPTION QTY. O 68014014 ALPHA 220C EXTRUSION 01 0 63301403 EXTRUDED FLEX 01 ® 68014001 LEFT ENDCAP (GRAY) 01 ® 63014002 RIGHT ENDCAP (GRAY) 01 ® 63503606 RIGHT ENDCAP WINDOW 01 � �.°J 62204016 SCREW,3.5mm X 18mm,PPH, MACHINE,BLACK ZN 04 ® 98001402 ALPHA 220C LABEL * SEE NOTE 1 01 ■ 10143002 MODULE, P1014, 120 X 7 —.3RG 01 ® 98001403 RATINGS LABEL 01 10 98001401 POWER ENTRY COVER LABEL 01 11 10141111 -02 POWER SUPPLY COVER ASSY 01 12 62204014 SCREW, M4 X 10mm, PPH, SEMS, EXTERNAL, BLACK, ZN 02 13 63120004 GROMMET FLEXIBLE STRIP, BLACK 32FT 14 62700490 WASHER, STAR, 4mm, EXTERNAL, TOOTH 02 15 98003604 tea, DATE CODE, BETA —BRITE 01 16 98001404 LABEL, SERIAL NUMBER, ALPHA 220C 01 CI 98000028 LABEL. US PATENTS, PART —TIME 8 COLOR OPER. 01 000• ••00•••00••000•.00O••000•••O0•• 00000000000 00000000000000000000• 00000000000000000000. 00000000000000000000- 000000000000000000000000000000000000000•• •• 000••00.•• O000o0O00000000va000 000..0.••• a0a00000000000000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000000000000000000000000000 00000000000000000000000000000000o000a00000000000000000000o000O0000o000 000..•. 0••000. 000 •••00••000•••0•••000 oa000aa000000000Oaa000000a0000000a0000OOOOOOa000e 0000000000000000000000000000000000000000000000000 •000.•00•••000..O••• FEASIBILITY FLOOR PLAN .000••00•••000...O• 000••••O••000•• .0000000000 , 0000a00000 •000••000 000000 000 000 000000 0000000 000000 1 00000 9 ,0000000 0000000 000000 ' ,000000 000 Oa 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 00000000000000000000 q, Co,�gr� 00 000 a 0 000aa DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1- 15-07 100% TENANT PLANS 9 -7 -07 DELTA -1 SET TEXTURE SHOULD FACE OUTSIDE OF UNIT r """ '""". °" """` (SEE DETAIL C & SECTION B--B) AS SBHOOWN F EXTRUSION USE TEMPLATE P/N 10591402 . A.,,,-.. A.,,,-.. S --- E _ :• „ • , :• - :i • - - _• . i . l =� • � 3) W 43/20/00 ust --- .; rTr.A li; 1 .10 :•ri a ,, r • : ., 7/2/99 4/13/09 3/0 MOLLEY BOLT (AT MASONRY WALL CONNECTION USE 5/6 EQ:(P. ANCI -IORS. 2 9/16• MR BASED INTO MASONRY.) 0 (---- -CLIP ANGLES AT FLOOR TOILET DESIGNED TO MEET ADA HANDICAPPED STANDARDS WITH SEAT HEIGHT SET AT 1 Y TO 19" (432 mm TO 483 mm] FROM FINISHED FLOOR. WASTE OUTLET SEAL RING MUST BE NEOPHENE OR GRAPHITE —FELT SUGGESTED 1/16" 12 mm] CLEARANCE BETWEEN FACE OF WALL AND BACK OF BOWL TO COMPLY WITH AREA CODE GOVERNING THE HEIGHT OF VACUUM BREAKER ON THE FLUSH VALVE, THE PLUMBER MUST VERIFY DIMENSIONS SHOWN FOR SUPPLY ROUGHING. FLUSH VALVE NOT INCLUDED WITH FIXTURE AND MUST BE ORDERED SEPARATELY. CARRIER FITTING REQUIRED PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. PROVIDE UNIT COMPLYING WITH LOCAL„ STATE AND NATIONAL HANDICAPPED STANDARDS AT ALL. DESIGNATED ACCESSIBLE STALLS, FAMILY AND UNISEX RESTROOMS REFERENCE PLUMBING FIXTURE SCHEDULE FOR EXACT FIXTURE SPECIFICATION. VERIFY ALL DIMENSIONS NOTED WITH IN THIS DETAIL WITH UNIT MANUFACTURER AND UNff CUT SHEET. THE INFORMATION AND DIMENSIONS WITH IN THIS DETAIL ARE FOR USE IN DEVELOPMENT OF SPECIFIC DETAILS REGARDING ACCESSIBLE TOILET PAPER DISPENSER UNffS & VERTICAL GRAB BAR UNITS BACKING FOR LCD LNITS BY G.C. RE= 8/41006 AMC LOGO SIGN (OF.O.IJ RE= 9/WF213 WALL FRAMING (ia BACKING FOR LOGO SIGN) BY G.C. RE= 8/41006 Service and VUarrarty infcrmatiicn Edencled 1Aki -ty : Cpticrel Flats for up to 5 years rot site, or 3 years depot service Limited Warranty : 2 years lads, 2 years labor, 1 year parrel Auto Wde Mole, Mfti -Mlcb Rc_ttie Fici>_se Irtvarsicn, Howe( Ste, Smart Fan Technology, Tin - ers, Witte Screen Hcrizortal. 178°, Vertical: 178° Hardware Color Systems Mount Design Remote Control : Inputs and Outputs Analog Audio Input(s) Analog Audio Output(s) Analog Video Input(s) DVI Connection Input(s) PC Audio Input(s) PC Video Input(s) Component Video (Y /Pb /Pr ) Composite Video Input(s) Control -S In put(s) Control -S Output(s) Dual Option Slot RCA Audio Input(s) RS232 Control S -Video Input(s) S -Video Output(s) Video In (BNC) Power Internal Power Supply Power Consumption Power Requirements NTSC, PAL, SECAM, NTSC4.43, PAL60, PAL -M, PAL -N 1 (Side) Speakers (L /R) Optic 1 (Side) 1 (Side) 1 (per input) 2 (1- DVI -D, 1 -H015) 1 (Side) Optional 1 (Side) Yes 220W (typical) 100V - 240V AC, 50 -60Hz Screen Treatment : Anti - Glare, Anti - Reflective Vertical Refresh Range : N/A WALL HUNG WATER CLOSET (STANDARD + ACCESSIBLE) .250 S 1 LADDER SUPPORT BACKING IN WALL. RE= DETAIL 1' 4 N T. 9 NOTE= ALL COM ONENTS OF TI-E ACCESS LADDER ARE BASE BUILDING RESPONSIBILITIES. ACCESS LADDER PLAN ROOF ASSEMBLY RE= STRUCTURAL DRAWINGS NOTE= PAINT TOP 2 LADDER RUNGS "SAFETY YELLOW ". \--STEEL ANGLE 9'x4 "x7 /16'x3" WELD TO STRINGERS 4' -0" O.C. AND TO TOP STEEL ANGLE FRAME NOTE: CONTRACTOR TO VERIFY CLG. HT. AND FLOOR TO ROOF IN FIELD FABRICATE ACCORDINGLY 2 1/2" x 2 1/7 x 1/4" x 2 1/2" STEEL ANGLE WELDED TO STRINGERS AND BOLTED TO FLOOR WITH 60.000 �A BOX oar LCD SIGN DETAIL ( - 14 CONCESSION ELEVATION LCD DISPLAY ri— .813 1.594 TYP. CONDW1EN T BAR UNIT (OF,OJ.) RE: 6/BII6 6.313 —1.969 1.969 2.375 3/4' =I'-0" 21.000 24.938 12; EQUAL MULTIMEDIA PLASMA DISPLAY WIT. AMC FIN—J, CONTRACTOR INSTALLED. TYPICAL OF 14 UNITS. RE= 10 /A1012 50FF1D. INSERT ALPHA 220C LABEL INTO RECESSED AREA OF LEFT ENDCAP SLIDE PLEX ON SLOT D IN EXTRUSION a TYP. GLASS GLASS DISPLAY ENCLOSURE (OF.O.D. RE: 4/B116 INSIDE OF POWER SUPPLY COVER JSSY, CONNECT CIRCUIT BOARDS TO POWER UPPLY AS SHOWN. CUT GROMETTING TO 4.00 [101.60] AND - PLACE AROUND H DETAIL E PLACE LT. ENDCAP ON EXTRUSION AND SCREW IN 6 VALVE SODA TOWER UNIT (0.F.0.1). RE: 5/BII6 ELECTRICAL BOX INSTALLATION NOTES BEHIND MARQUEE (ABOVE DOOR FRAME) • SURFACE MpNf A SNC�.E GANG HANDY BOx a v4 ES D X 2-1/6' WEE X 4 LOW LO I-c1 ZONTALLY AT 11•E CENTER PONT CF 1I-E MN-MARQUEE 11-IS BOX IS FOR TI-E DIP.EX OUT LET. TI-E COVER SHALL BE TI-E HANDY BOX TYPE MOH I5 NO E THAN B 11-E BOX ITSF. 1 EP 11•E OVERALL DEPTH CF TI-E BOX OUTLET. AND PL TLET. A COVER ATE TO 11•E ABSOLUTE m= /AWN POSEEf.E GM o MARQUEE MT TO EE CENTERED ON THE: DOCK FRAAE Q4EIY 411-E DOOR FRAME AND 11•E LN76Z5EE CF 11•E ENTRY ▪ TO TIE Rag OF TI-E BOX AS YOU FACE 1l-E FROM Ti•E HORIZONTAL 2 LNE (E1 AT TI-E .SANE 14391-1T1 MG NT A SIMLAR BOX AND COVER RATE FOR TI-E DATA CURET. NOTE 11-1AT 11-E POY SLFPLY WANTED TO TIE BACK CF 11-E ruN -MARCH LNT 15 ON 11-E LEFT AS YOU FAQ TI-E MN-MARL H SO TI-E DATA CUTLET MUST SE N A BOX TO TI-E RIGHT SUE. E�IN • TI-E OPG CR MEOW N TI-E Tf i KIT CF 11-E MN- MARCUM WLL FIT OVER TI-E TWO MOSS NE (O POWER BOX AND ONE DATA BOA AND S- IOI.LD HOVE 134CO21-1 DEATH FOR T1-E POWER CA PLUG TO PTT 1411-E OUTLET. F IT IS TOO 11 -fi AMC , FFE N6TALLER CAN MAKE MNOR ADXSMENT5 TO T1-E UNIT LEON r6TALLATCH. • R.ASTIC FOOT SPACERS 9-IALL IEE PLC CN THE 1T4 KIT FASTEERS SO THAT 11-E TRIM FF KIT WLL STAND O TI-E FACE OF TI-E WALL 031 AMC FEE: NSTALE3zi. • LESS TI-E BOWS SO THAT 11-ET FiL41 CUT WITH TI-E FAQ OF 11-E WALL MM MARQUEE sHor DRAWING a P.O.S. STAI10 6 m TOP VIEW FRONT VIEW 2I:0 d o coe ASSEMBLED VIEW (SCALE: 1.5 : 1) AMC LOGO SIGN (ILLUMINATED). RE= WAYFINDING DWGS. TYP. STANDARD 1.N CASE WORK T (OF.O.I.) RE= 2/8116 SOFFIT IS ON AN ANGLE AND RADIUS EQUAL Ti?. STARLESS STEEL BA AT EACH UNIT (OF.O.I) LCD DISPLAY UNIT. RE= II is 12/41011 TYP. GLASS ENCLOSED CANDY DISPLAY CASE (OF.OJ.) RE: 4/E3116 BOX OFFICE ELEVATION TORQUE TO 12 INCH —LBS REVIEIIVED FOR CODE COMPLIANCE APPROVED NOV - 9 207 City Of Tukwila B II-DING DIVISION MINED 0 IMII Q 0000000 000000 000000 000 00000 0000000 00000000 0000000 00000000 000000 00000000 00000800 0 0 0 0000 • 00000000 00000000 00000000 00000000 000000 00000000 00000000 00000000 00000 000 00 00 0 00 • s CONNECT BOTH CIRCUIT BOARD MODULES TO POWER SUPPLY THRU GROMMET HOLE BEFORE ATTACHING POWER SUPPLY AND COVER TO EXTRUSION. (SEE DETAIL E) CIRCUIT BOARDS SLIDE ON SLOT C IN EXTRUSION (SEE DETAIL C & SECTION B —B) A NOTES: 1) DO NOT INSTALL THIS PART FOR 10141113 CONFIGURABLE ALPHA 220C UNIT. i SIDE VIEW WINDOW SLIDES ON TRACKS, AND SNAPS INTO RIGHT ENDCAP SECTION A —A (SCALE: 2:1) R RECEIVER SCREW ALL 4 SCREWS INTO SLOT C IN EXTRUSION TORQUE TO 8 kgf /cm DETAIL D (SCALE 1:1) SECTION B —B (SCALE 2:1) SCALE: I /4 " -I'-0" ANGLED LCD SOFFIT. RE= 8/A1006 I/2 " =1. -O• 1 PLACE RT. ENDCAP ON EXTRUSION AND SCREW IN SEE DETAIL D PLACE LABEL OVER POWER ENTRY HOLE AND 7.5 VAC" RAISED TEXT. DETAIL C (SCALE: 2:1) 4 , evin Deln Troytm:n e istered Arch ` to ( 2575 ?San Jacinto Ave., n Ja?'nto _• alifom a 92583.5318 Phone: 90 .925 2504 Fax 1.92 .0244 stIc@¢tldnc.ipom SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 Fri IAA H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEMDLA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX 913 - 307 -5400 WEB 1W/W.HENDERSnNENGlNEFRSS.O011 PROJECT FOR: umc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W amc KEY PLAN: SHEET NO.: sd1e16 SHOPP /NGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington UJLUWWm@(,ia w LUJNUJ in W UNTUiWB w UNINgililiiilililOilgigg i c1z,- a aaaaaa m„).au, ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS A1012 to AdoPtive A.,,,-.. A.,,,-.. S E _ :• „ • , :• - :i • - - _• . i . l =� • � 43/20/00 ust X X0030 [[U 7B] •700 (0.01 t0.3i] X70 (0005 II7111E P1014 ALPHA 220C CASE ASSEMBLY .10 :•ri a ,, r • : ., 7/2/99 4/13/09 [0.1 ANt:1FS *1• FORM DUN. *0.015 [0.38] Otirl• 9r SAA OiGE 7/27/98 $l D "" t10. 101411 1 1 -0 'AEIASiON E p - � - '�'• . :..7..11 i 3=s 0/99 BY oaE i.E; 3 =8 arial,e 1 OF 1 I ;2i t- u, . , r � 7/27/98 3/0 MOLLEY BOLT (AT MASONRY WALL CONNECTION USE 5/6 EQ:(P. ANCI -IORS. 2 9/16• MR BASED INTO MASONRY.) 0 (---- -CLIP ANGLES AT FLOOR TOILET DESIGNED TO MEET ADA HANDICAPPED STANDARDS WITH SEAT HEIGHT SET AT 1 Y TO 19" (432 mm TO 483 mm] FROM FINISHED FLOOR. WASTE OUTLET SEAL RING MUST BE NEOPHENE OR GRAPHITE —FELT SUGGESTED 1/16" 12 mm] CLEARANCE BETWEEN FACE OF WALL AND BACK OF BOWL TO COMPLY WITH AREA CODE GOVERNING THE HEIGHT OF VACUUM BREAKER ON THE FLUSH VALVE, THE PLUMBER MUST VERIFY DIMENSIONS SHOWN FOR SUPPLY ROUGHING. FLUSH VALVE NOT INCLUDED WITH FIXTURE AND MUST BE ORDERED SEPARATELY. CARRIER FITTING REQUIRED PROVIDE SUITABLE REINFORCEMENT FOR ALL WALL SUPPORTS. PROVIDE UNIT COMPLYING WITH LOCAL„ STATE AND NATIONAL HANDICAPPED STANDARDS AT ALL. DESIGNATED ACCESSIBLE STALLS, FAMILY AND UNISEX RESTROOMS REFERENCE PLUMBING FIXTURE SCHEDULE FOR EXACT FIXTURE SPECIFICATION. VERIFY ALL DIMENSIONS NOTED WITH IN THIS DETAIL WITH UNIT MANUFACTURER AND UNff CUT SHEET. THE INFORMATION AND DIMENSIONS WITH IN THIS DETAIL ARE FOR USE IN DEVELOPMENT OF SPECIFIC DETAILS REGARDING ACCESSIBLE TOILET PAPER DISPENSER UNffS & VERTICAL GRAB BAR UNITS BACKING FOR LCD LNITS BY G.C. RE= 8/41006 AMC LOGO SIGN (OF.O.IJ RE= 9/WF213 WALL FRAMING (ia BACKING FOR LOGO SIGN) BY G.C. RE= 8/41006 Service and VUarrarty infcrmatiicn Edencled 1Aki -ty : Cpticrel Flats for up to 5 years rot site, or 3 years depot service Limited Warranty : 2 years lads, 2 years labor, 1 year parrel Auto Wde Mole, Mfti -Mlcb Rc_ttie Fici>_se Irtvarsicn, Howe( Ste, Smart Fan Technology, Tin - ers, Witte Screen Hcrizortal. 178°, Vertical: 178° Hardware Color Systems Mount Design Remote Control : Inputs and Outputs Analog Audio Input(s) Analog Audio Output(s) Analog Video Input(s) DVI Connection Input(s) PC Audio Input(s) PC Video Input(s) Component Video (Y /Pb /Pr ) Composite Video Input(s) Control -S In put(s) Control -S Output(s) Dual Option Slot RCA Audio Input(s) RS232 Control S -Video Input(s) S -Video Output(s) Video In (BNC) Power Internal Power Supply Power Consumption Power Requirements NTSC, PAL, SECAM, NTSC4.43, PAL60, PAL -M, PAL -N 1 (Side) Speakers (L /R) Optic 1 (Side) 1 (Side) 1 (per input) 2 (1- DVI -D, 1 -H015) 1 (Side) Optional 1 (Side) Yes 220W (typical) 100V - 240V AC, 50 -60Hz Screen Treatment : Anti - Glare, Anti - Reflective Vertical Refresh Range : N/A WALL HUNG WATER CLOSET (STANDARD + ACCESSIBLE) .250 S 1 LADDER SUPPORT BACKING IN WALL. RE= DETAIL 1' 4 N T. 9 NOTE= ALL COM ONENTS OF TI-E ACCESS LADDER ARE BASE BUILDING RESPONSIBILITIES. ACCESS LADDER PLAN ROOF ASSEMBLY RE= STRUCTURAL DRAWINGS NOTE= PAINT TOP 2 LADDER RUNGS "SAFETY YELLOW ". \--STEEL ANGLE 9'x4 "x7 /16'x3" WELD TO STRINGERS 4' -0" O.C. AND TO TOP STEEL ANGLE FRAME NOTE: CONTRACTOR TO VERIFY CLG. HT. AND FLOOR TO ROOF IN FIELD FABRICATE ACCORDINGLY 2 1/2" x 2 1/7 x 1/4" x 2 1/2" STEEL ANGLE WELDED TO STRINGERS AND BOLTED TO FLOOR WITH 60.000 �A BOX oar LCD SIGN DETAIL ( - 14 CONCESSION ELEVATION LCD DISPLAY ri— .813 1.594 TYP. CONDW1EN T BAR UNIT (OF,OJ.) RE: 6/BII6 6.313 —1.969 1.969 2.375 3/4' =I'-0" 21.000 24.938 12; EQUAL MULTIMEDIA PLASMA DISPLAY WIT. AMC FIN—J, CONTRACTOR INSTALLED. TYPICAL OF 14 UNITS. RE= 10 /A1012 50FF1D. INSERT ALPHA 220C LABEL INTO RECESSED AREA OF LEFT ENDCAP SLIDE PLEX ON SLOT D IN EXTRUSION a TYP. GLASS GLASS DISPLAY ENCLOSURE (OF.O.D. RE: 4/B116 INSIDE OF POWER SUPPLY COVER JSSY, CONNECT CIRCUIT BOARDS TO POWER UPPLY AS SHOWN. CUT GROMETTING TO 4.00 [101.60] AND - PLACE AROUND H DETAIL E PLACE LT. ENDCAP ON EXTRUSION AND SCREW IN 6 VALVE SODA TOWER UNIT (0.F.0.1). RE: 5/BII6 ELECTRICAL BOX INSTALLATION NOTES BEHIND MARQUEE (ABOVE DOOR FRAME) • SURFACE MpNf A SNC�.E GANG HANDY BOx a v4 ES D X 2-1/6' WEE X 4 LOW LO I-c1 ZONTALLY AT 11•E CENTER PONT CF 1I-E MN-MARQUEE 11-IS BOX IS FOR TI-E DIP.EX OUT LET. TI-E COVER SHALL BE TI-E HANDY BOX TYPE MOH I5 NO E THAN B 11-E BOX ITSF. 1 EP 11•E OVERALL DEPTH CF TI-E BOX OUTLET. AND PL TLET. A COVER ATE TO 11•E ABSOLUTE m= /AWN POSEEf.E GM o MARQUEE MT TO EE CENTERED ON THE: DOCK FRAAE Q4EIY 411-E DOOR FRAME AND 11•E LN76Z5EE CF 11•E ENTRY ▪ TO TIE Rag OF TI-E BOX AS YOU FACE 1l-E FROM Ti•E HORIZONTAL 2 LNE (E1 AT TI-E .SANE 14391-1T1 MG NT A SIMLAR BOX AND COVER RATE FOR TI-E DATA CURET. NOTE 11-1AT 11-E POY SLFPLY WANTED TO TIE BACK CF 11-E ruN -MARCH LNT 15 ON 11-E LEFT AS YOU FAQ TI-E MN-MARL H SO TI-E DATA CUTLET MUST SE N A BOX TO TI-E RIGHT SUE. E�IN • TI-E OPG CR MEOW N TI-E Tf i KIT CF 11-E MN- MARCUM WLL FIT OVER TI-E TWO MOSS NE (O POWER BOX AND ONE DATA BOA AND S- IOI.LD HOVE 134CO21-1 DEATH FOR T1-E POWER CA PLUG TO PTT 1411-E OUTLET. F IT IS TOO 11 -fi AMC , FFE N6TALLER CAN MAKE MNOR ADXSMENT5 TO T1-E UNIT LEON r6TALLATCH. • R.ASTIC FOOT SPACERS 9-IALL IEE PLC CN THE 1T4 KIT FASTEERS SO THAT 11-E TRIM FF KIT WLL STAND O TI-E FACE OF TI-E WALL 031 AMC FEE: NSTALE3zi. • LESS TI-E BOWS SO THAT 11-ET FiL41 CUT WITH TI-E FAQ OF 11-E WALL MM MARQUEE sHor DRAWING a P.O.S. STAI10 6 m TOP VIEW FRONT VIEW 2I:0 d o coe ASSEMBLED VIEW (SCALE: 1.5 : 1) AMC LOGO SIGN (ILLUMINATED). RE= WAYFINDING DWGS. TYP. STANDARD 1.N CASE WORK T (OF.O.I.) RE= 2/8116 SOFFIT IS ON AN ANGLE AND RADIUS EQUAL Ti?. STARLESS STEEL BA AT EACH UNIT (OF.O.I) LCD DISPLAY UNIT. RE= II is 12/41011 TYP. GLASS ENCLOSED CANDY DISPLAY CASE (OF.OJ.) RE: 4/E3116 BOX OFFICE ELEVATION TORQUE TO 12 INCH —LBS REVIEIIVED FOR CODE COMPLIANCE APPROVED NOV - 9 207 City Of Tukwila B II-DING DIVISION MINED 0 IMII Q 0000000 000000 000000 000 00000 0000000 00000000 0000000 00000000 000000 00000000 00000800 0 0 0 0000 • 00000000 00000000 00000000 00000000 000000 00000000 00000000 00000000 00000 000 00 00 0 00 • s CONNECT BOTH CIRCUIT BOARD MODULES TO POWER SUPPLY THRU GROMMET HOLE BEFORE ATTACHING POWER SUPPLY AND COVER TO EXTRUSION. (SEE DETAIL E) CIRCUIT BOARDS SLIDE ON SLOT C IN EXTRUSION (SEE DETAIL C & SECTION B —B) A NOTES: 1) DO NOT INSTALL THIS PART FOR 10141113 CONFIGURABLE ALPHA 220C UNIT. i SIDE VIEW WINDOW SLIDES ON TRACKS, AND SNAPS INTO RIGHT ENDCAP SECTION A —A (SCALE: 2:1) R RECEIVER SCREW ALL 4 SCREWS INTO SLOT C IN EXTRUSION TORQUE TO 8 kgf /cm DETAIL D (SCALE 1:1) SECTION B —B (SCALE 2:1) SCALE: I /4 " -I'-0" ANGLED LCD SOFFIT. RE= 8/A1006 I/2 " =1. -O• 1 PLACE RT. ENDCAP ON EXTRUSION AND SCREW IN SEE DETAIL D PLACE LABEL OVER POWER ENTRY HOLE AND 7.5 VAC" RAISED TEXT. DETAIL C (SCALE: 2:1) 4 , evin Deln Troytm:n e istered Arch ` to ( 2575 ?San Jacinto Ave., n Ja?'nto _• alifom a 92583.5318 Phone: 90 .925 2504 Fax 1.92 .0244 stIc@¢tldnc.ipom SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 Fri IAA H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LEMDLA, KS. 66214 -1695 TEL: 913- 307 -5300 FAX 913 - 307 -5400 WEB 1W/W.HENDERSnNENGlNEFRSS.O011 PROJECT FOR: umc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W amc KEY PLAN: SHEET NO.: sd1e16 SHOPP /NGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington UJLUWWm@(,ia w LUJNUJ in W UNTUiWB w UNINgililiiilililOilgigg i c1z,- a aaaaaa m„).au, ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: AS INDICATED SHEET TITLE: STANDARD DETAILS A1012 to DATE: j LIMIT IOU OP NINES TO APPROX 5/4" GREATER THAN DUCT OR PIPE A FOR GAPS HIDER THAN I/2' ATTACH rElD. TO SAGE t7F cur • OF DUC OR PIPE FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 VINYL REDUCER I VT -4 r 8-- 21--06 95% TENANT PLANS 1 -15 -07 . * b \1 \i \_ \_ \1 \1\ ` ■ PAINT FACE OF DECK EDGE PL I P -2 ES) I k 1 , 3 � FACETED ` T _ T Y - Vi� �� ���� STEEL RISER PLI P-2 ES) I / /! / / /IIIJ V' .... ........... .... /I / /I /I /! / /!. /IIIIII r / /f / / / /!J OR AS FIRE PROTECTED � OPAQUE, SANDBLASTED RANDOM SIZED & PLACED STARS, TS 4 x4'XI /4 TS HEAD, GRIND SMOOTH. PRIME • T, PIPE, CONDUIT, I GLASS STOREFRONT VINYL COVE CAP) VT -I & PAINT [P-II 0 I � / i ASSEMBLY ABOVE PASS PASS TI -ROUGH ��,�W D, = COVE F I VT -3 I ER V ! / , 1 1-11T1 1-11S-1-1 AT 3/8' ' 0 / VINYL FLOORING VCT -1 I fIII /! / /I/. =' ' — - - =" %III III /! /I Y *•��.. /IIIII /I! INTERRUPT PIPE WPJ.1.,1'(PIGAL PIPE IN ON O AT WALL, TYPICAL � �� i �S //� : "x4 VINYL REDUCER (vT -4� DUCT OR INSULATION AT PF ATIOM 5L 'I AL SEALANT ALONS � �`� TYPICAL .a TUrr SLAW Fie INTO AND SEAL WITH URETHANE SACK AND AGOlY'I`IGAL _ INSULATION IN PLACE ROD SEALANT \tit \_\1� \ \`�i► \ \ \r , r`` C Rolm � PAINT FACE OF DECK EDGE PL I P -2 (ES) I 13/4 AN ODIZED SYSTEM AT I-EAD w -�� JTT CV ;a i I I V4" CLEAR LAMINATED GLASS 13/4' x 4' < EX"fRU. ALUM. STEEL RISER PL P -2 ES) I STOREFRONT FRAMEI ME -I I OR AS FRE PROTECTED PANEL I - GL 2 L I ,�. rr _ AT I-EAD, JAMB AND SILL GLASS WITH OPAQUE, 20" NIGH BASE STARS. PLACED TAR VINYL COVE CAP I vT-1 I LL U I } I € ��TM I/4' CLEAR LAMINATED GLASS CARPEL. I G4 I RE= 1912 FIN. PLANS TIVE O CARPET WIREWAY MOLDING. AMC F 2MSI -IED NSTALLED. :. • : • t :. .• . V4' CLEAR LAMINATED % � / /,�' ( 1- U PANEL GL -2 WITH OPAQUE, < . •.:.� . : . .. _ _ ... :. ...• . 5o PANEL GL -2 SANDBLASTED RAN IZED S RE= 5/41013 - = %iJiiiiffiii:.�����..� -� - : : :. -.. !iii�iiiiiiiiiiiiiii PIPS =, DUCT, CONDUIT, SANDBLASTED 20' HIGH BASE RANDOM SIZED PLACED STARS. RE 5/41013 FOR RANDOM STAR PATTERN LAYOUT. BUTT JOINT W/ V8" OPEN SPACE BETWEEN PANELS. GRIND ALL GLASS ETC. • • ii;il ! ;i! li I r . ; ; ,I COVE FILLER VT -3 I (Ut�ER VINYL) �J���I���� :. 5i,N6— %,..: —: �� ® � � APPLY AGauST1cAL SEAI.AMT Thl�l PIPE �i TYPICAL CONCRETE - PENETRATION PARTITIONS DETAILS T I COMPLETELY WIREwAY MOLDING PENETRATIQN DETAILS SL �� PASS THRO -WIN yW SCALE _ �� 01 FLR STOP SCALE _ �� AOUSTICAL PANEL LAYOUT HEAD DETAIL NI • -0" NONE 3/4 " =1' -O" !! 3" = 1 _p " INTERRUPT • .. 1 .. 1 -41 - •. i F �� LIMIT WALL OPENING DIMG1510N5 TG APPRO I/1° . AROUND DUCT OR PIPE J � • • -4 •• ... = i� : ==;-:6111r. - � �_ _: _ J = = =- - G' WIDER THAN UT ATTACH G`I'P�• To I�OTN FACES OF WALL cur TO GAP � DLL OR PPE �� FINISH -1 PASS OPENING • I /4' PANEL SANDBLASTED & RANDOM STARS RANDOM LAYOUT. OPEN PANELS. EDGES CLEAR LAMINATED GLASS NOTE: POSITION REMOTE CONDENSER UNITS SO THAT EACH WIT HAS ADEQUATE CLEARANCE FOR AIR FLOW. REFERENCE MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS. REFERENCE ROOF PLAN AND CONDENSING PLAN SNEI<T 44 .11 C'', MECHANICAL DRAWINGS AS REQUIRED U SL�2FACE I SSA I n ❑ 4 I-: O I- 'w OVER ENTIRE COL LATER. N.I.C. LI ' i THROUGI TN20UGH FACETED TS 4'x4'XI/4' TS ( SOLID M CEMENT ) SURFACE OVER 3/4' BD. OVER Ib GA. MTL 12' OC. GL ITH -2 W OPAQUE, COL WELD TO TS I BUTT GLAZING WITH ANTI - REFLECTIVE 1 S 3 I _ F %I� __Mk. -% / / !I / I�f /frf� % / /II /I /I/ .40 i I - sum MT. GLASS FIS R INSULATION INTO GAP BEFORE ATTACHING GYPED. 20' HIGH BASE GRIND SMOOTH, PRIME i SIZED & PLACED PANT I P -II (P) I �� ��.� � POSITIVE FLOW AROUND PLATFORM. COATING I GL -I I RE= 5 /AIOI3 FOR STAR PATTERN r WATERPROOF MEMBRANE 15/8' FRAMING BUTT JOINT W/ V8' ANCHOR AT 8 8' 0/C. SPACE BETWEEN GRIND ALL GLASS SMOOTH. 5�1 S � �� z a 0 w U) PROVIDE /1 /. - . . • .. �� • • `' .. �•� PENETRATION sizeve WALL YI /I /f! / / /f� i / / / / /I / /f!I /. _:: _:: I ry/ i CAULK GYPS � PIPE OR DUCT f ACOUSTICAL SEALANT INSULATION SEAL IN PLACE BACKER ROD SEALANT WOOD BLKG ®Y G.C.) i € � IF DUCT EKII3�NALLY INSULATED, INSULATION OR GAS • OR PIPE 15 STOP AT WALL IIF -4 . 4 . •� ' i • FOR STUFF INTO WITH AND '' � = =' -• �� •' • ' ' • SLEEVED GLASS FIBER GAP AND URETHAN ACOUSTICAL ` � /f/.//�J T 11 /f/Jf /.11//� / /� /I'D .i :ii��i :i�.ria , ; r rAwzw""".., .......... ,. a , I F I SOMETF4IC .'W : « :««�, ; ( �� - ___ �_ _ ^ � I I - M E OVER 3/4' PLYWD SUBSTRATE . I C 1 N.I.CJ [ '� /!� . i d . / I F r te, OONDBVSER ° 15/8' 6 GA. MTL LINES. REF= MEC H. DWGS. 26' X 26' x 10' 24 GA. 2 PIECE 24 GA. GAL SLAT. ENCLOSURE PENETRATION IL 4" - 16GA. STL STUDS e 16' CC. J I _ r FRAMNG, ANCHOR TO MTL STUDS. Q) LATER 5/8" TYPE -X GYP. BD. GALV. BHT. MTL LID 1 \ 2 MTL SCREWS NEOPRENE GASKET PENC1 -ED FOR CONDENSNG LIDS. a r ECT SCREEN INSET SI-IT. MET. FRAME - %! /! / /I / /I / / /I /.I` =_ .,.... - % / VT - I6GA. 2 5TL STUDS � ., O `� '// �/ ////// 2 V2' f S Rcv LL CODE C4MPLIA,NC APPROVED 9 2007 A ON a SIDES 3 iriiiif� TWA , - iii { - i � + ♦ 4 PIPE, DUCT, coNCUIT; I+TG. ' - DETAILS: PARTITIONS e � � � 4' I CT -7 I TILE OVER V2 - 1f2" CEI`f BD. 18" RIVETED TO SNr. -- >� TY > 4 T. ENCLOSERS TOP SEE ROOF PLAN PIPE OR DUCT INSULATION AT WALL TYPICAL PENETRATION DRYWALL /STUD 12'1 24 GA..GALV. 5ET. MTL BOX 18'XIVX NO ST ONT FRFR TAME NE--1 I 249-1 WTTN 4' BASE FLASNNG FLANGE TYPICAL 4 SIDES. TYPICAL E a• OPENING I ROOF MEMBRANE AS / / ,. SPEC'p PLAN AT I JAMB AND SILL. City Of Tukwila B ILDING DIVISION AT PASS THROUGH WII DO DELETE SILL S v1I- OPERABLE PASS T UGI-I UNIT AND PROVIDE NISSAN, CAP Etas AS REQ'D. AT ONE SIDE OF TOP + SECTION MULTI WITS AS REQ'D A AL PE ZION DETAILS SCALE _ C PASS W NDOW SCALE = 14 PE ° T IaN DETAIL SCALE _ � � ` 1D PLA DETAIL SCALE: JAMB DETAIL SCALE _ � � 3/4 " =1' -0" 6" _ I" -0" NONE 3" 1' -0" I /8" =1' -0" 0 I r — — r� ( ` I I t ` I I I I • I I 2' 1 I 2 V2' - 16GA. STL 2 LIDS a 16" OC. • D E FACETED T I/ TS COL WELD TO TS I -EAD GRIND SMOOTH. PRIME & NOTE= 24GA GALV. PWR, REFRIG. LINES , MTh. ETC. SHALL PENETRATE FLAT FORM -�.:i; _ TS 4'x4' COL PAINT. I P -II (P) I V4" CLEAR LAMINATED GLASS ) RE= BASE BLDG. DWGS. V4' CLEAR LAMINATED GLASS PANE_ � SANDBLASTED 20" 1-/G1-1 BASE GE RANDOM SIZED PLACED ROOF - SEE 10 /41013 COVER (NOTE= TOP OF j I I ; I IGL -2 (WITH OPAQUE, SANDS ASTED 20' i-0GH BASE RANDOM SAD PLACED STARS. RE= 5/A1013 FOR RANDOM STAR PATTERN LAYOUT. BUTT JOINT W/ V8' CPEN SPACE GLASS EDGES BETWEEN PANELS. GRIND STARS. RE= 5/41013 FOR PAINT IP -II (P) I COND. WIT PLATFORM TO SE LEVEL). RANDOM STAR PATTERN LAYOUT. BUTT JOINT W/ I/8' � SPACND� EDGES SMOOTH. REF. COND. UNIT SCHEDULE FOR SPECIFIC EQUIP. SIZE (WIDTH & DEPTW. , VERIFY EXACT DIMS. W / MAID DATA w 11 1 ,, I I la l ,we 'T� Is� C' ili J I III , J y 1 III it ,, i� _ _ � f�� F f -4 4111 � �� r = F.14:1 , ! '�� �� F IslIli i - I � � =_ DEMISING WALL IRE= WALL 6! TYPE PLANS AND �, Li SCI- IEDULES I , ` "-- — -•� I 13/4` x 4 ExTRIJ. ALL�vI. STOREFRONT FRAME AT I-, JAMB AND SILL EAD 11.1 +ter BOOR FINISH REF. FLOOR FINISH PLANS. l CT -7 TILE 13/4" x 4" EXTRU. ALUM. � �- _ STOREFRONT FRAME IN/E-1 I 1 -0 ' 1 -0 � MIN 2' DIA. HOLE IN POST BASE EACH SIDE RE= BASE BLDG, DWG S. FLOOR FNISH P. FLOOR SUB -BASS AND LOW FREQUENCY LOUD SPEAKERS 0102 V2" ETC PLASTER BOARD PTB-3 TILE AT HEAD, JAMB AND SILL ii MI 4' - I6GA. STL STUDS e 16' OC. - - • ' = r.: . .. .•• �• - MIN I-11LTI V2' EXPANSION O ANC) -IOR AT 12' 3/4" FIRE TREATED PLYWOOD i j � " 0 i I Pi ll ON AUDITORIUM FLOOR � OWNER RJRN(SNED AND INSTALLED KICK PROOF GRILLE OVER FRONT OF LOUDSPEAKER. SET GRILLE IN RESILIENT GASKL I OR IN A BED OF SILICONE -BASED SEALANT TO PREVENT `RATTLING' - 4 . 4 < d d • - - 4 � ' '4 . 11 . i� • v , ... d q _ . . . d o . . • • 4 • 4 � FNS-1 PLANS. BAS B UILDING REI ELEVATED CONCRETE FLOOR (I) LAYER 5/8" —� (TYPE -X) GYP. BD. ! BO�ARDV W ANE FLOOR FINISH RE= DRAWINGS. ING N `r� -: , A EM R E: B SE a N � ? w �' pp � O I ' , , 1 - ` ♦ ,I • MOUNT FLOOR- MOUNTED LOUD SPEAKERS ON DOUB..EDEFLECTIO NEOPRENE ISOLATORS, MASON f Q • . d • d d � , v 4 v • a 4i 4 S Q �' a , CORE DRILL OR OUT d . kiLVC,X 6' DID. HOPE TO 6' DEP 'H.. SET TS 4X4 r IND.TYPE ND OR EQUAL, BY OWNEF f� f , � , _ . ;�: .. .. ' _ a POST AND FILL TQ� SLAB ELF /.• WITH 5000 PSI NON- SI -RN(, FL.OWABLE . GROUT. F CORE DRILLED, MUST z • NOT DAMAGE REI FORCNG RE BASE BLDG. D1+VG5. .. �_ • ' : ' ' ' : �: f � . ''' �2 ' - • . . . r4 • + . .. 4 . 4 �� .� INTERMEDIATE SUPPORT PAVING ISOLATION JOINT RE= BASE BUILDING BASE BUILDING DECK ASSEMBLY. RE= BASE BUILDING DRAWINGS POURABLE LIQUID INSULATING FILL (HORZ / VERT.) PEQ'D. IF WIDTH OF EQUIP. "C" JOISTS m PER. IS GREATER THAN 3b' 6" STUDS • 18" O.C. HILT' KWIK BOLT II, KK1311 30455 3/8' X 3" CONCRETE SLAB RE= BASE LONG THREAD, ITEM NO. 00331963 WITH BUILDING DRAWINGS MIN, 2 3/4' MENT AT 12' 0 /C. (ICC ES E5R -1917) PRE MIL HOLE IN DECK AND USE HIT 12E500 ExPDXY WITH ANCHOR INSTALLATION c•= . . A . . • . • . a .. ° . o SECTION SPEAKER MOUNTING DETAIL SCALE = / 1 PASS THROUGH WINDOW - SILL SCALE = t•1 �5 ROOF PLATFORM DETAIL SCALE _ 7 SILL DETAIL SCALE FOOliNG D 3/4 " =1' -0" :!; 3" =1' -0" 6" -1' -0" 3/4" =1' -0" uz 20 J I . I-0 � o co (T) 0 o (r) (T) I 4_ CERTAIN WALL AMY. RE= BASE BULDNG DRAWINGS. FACETED TS 4'x V4' I 9 I 9'-5 3/4' 7' - 0• g - < 3M VINYL GRAPHICS (OF.O.I) 9g' 6g" I ■ NOTE= SET ANGLE FRAME AND FASTENER IN FOIL SEALANT BED. 41013 2 "x7xV 4" ANGLE FRAME w/ 6 "x6 "xV4" BASE PLATE NOT DIP FACETED TS 4'x4'XV4'COL WD TO TS I-EAD, GRIND EL ±. �`► 2 2 •-5 U• 8 < STAINED WOOD V6 DOOR, DS-I ) . SMOOTH. PRIME E PANT I P-II 0 I GRIND ALL WB1..DS SMOOTI -I. 1 3/4" x 4' E)C[RU. ALUM. — 1 I GALV. ASSEMBLY SET IN SEALANT BED ED ECG PRIME & PANTI P -II IP) I 1 12" MINI. • 13/4' 4' ECRU. ALl�v1 STOREFRONT FRAME l tv -1 I HARDWOOD DOOR L ITS FRAME. STAN TO MATCH DOOR VENEER. STAN BY DOOR SUPPLIER. 1 ' � 3/8' x T LAG BOLT x STOREF�RON7 FRAME [IVE -I AT 1 JAMB AID SILL AT HEAD, JAMB AND SILL V4" CLEAR LAMINATED GLASS I ,q�g ! - 1 o # o IN SEALANT 24GA GALV. SHT MTL • PLYWOOD 3 /4 FIRE TREATED I 24GA GALV. SET. MTL FLASHING r O > S I I `n • PANEL GL -2 WITH OPAQUE, # � + - ° . -.• r l' V4' CLEAR LAMINATED GLASS < GLASS LITE RE= DOOR SG- EDLN_E 1� -. PA IGL 21 WITH OPAQUE, SANDBLASTED 20' HIGH BAS RANDOM SIZED >~ PLACED STARS. RE= 5/41013 REMOVABLE 20" 1-EIGH RA I�IDOM S� � STARS. RE =5iAI013 - _.._ .. .._ - .._.... i I� I. I • Ii < (0 .0 6 r-O. 3 ,_ 8 1. 7 . 4' CANT � >~ a 2' 8 FACETED TS 4"x4,( I/4' GPM ALL WELDS SMOOTH_ < f O DOOR PULL, DP -I. RE= FNISN 5C1- IH7LJ4E I ♦ 2• 2' ROOFNG 3/8'0X2' LAG BOLT W SEALANT, e 24" Q.C. (4 SIDES) FLOOR SLAB PRINE PAINT =:' I ► . \--N- i. :. :. .. : • :. _ :. ' :. :. :. 3M VINYL GRAPHICS (OF.O.1J ' . I � b � � - • - • • • - • - • - • • • . • .. FACETED TS 4'x4'XI/4' TS 7 COL WELD TO TS I ROOF DECK --•T PRIME POL FABLE LIQUID DOOR PULL BULLET AT TOP & BOTTOM OF EACH PIAPULL. RE= M FR RECOMMENDATION FOR ATTAC- Vu1ENT INSTALLATION , 2 ,- IN5ULATNG FILL I P SMOOTH CURTAIN WALL ASSBvEI..Y. RE= BASE BUILDNG DRAWINGS. COLUMN O SURROUND RE= 16/A1005 I. is ^• < FLOOR QUAD OUTLET — RE= ELECTRICAL if 3'-0' 3'-0" 3'-0' DOUBLE DOOR SINGLE DOOR R ELEVATION DETAIL SCALE _ CSCALE � PLATFORM DETAIL _ r � ` 12 ARCADE WALL ELEVATION SCALE _ � S ENLARGED ARCADE WALL SCALE _ � C4 3/4" = 1'-O" 11/2 " =1' -0" 1 /4 "=I' -0" 1/4"=11-0" DATE: INFORMATION: 4.21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 E N G II N E E R S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL.: 913 -307 -5300 FAX 913 -307 --5400 WEB: WWW.HENDERSONENGINEES.CCM PROJECT FOR: I Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: =ma 16 THEATRES WeSifteki SHOPPINGTOWN so (TH CENTER 633 SouthCenter Drive, King County Tukwila, Washington I P I H ggi * mm Qavaavaaaaaak o ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: . 223 - 383 -05 SCALE: SHEET TITLE: STANDARD DETAILS SHEET NO.: A1013 IN D TROUT( . STATE OF ASHINGTON mtn2n.w RECEIVED JUL 12 2007 ; :. ;4 :4; L. II Th NIUMMEMENNEMENNIII i e ■■ \ ■ ■ ■ ■•••••11• ■f ■ . I ■I■�I�■mnim�illll■�r■III■■ m ` jl - - - -- - - - - - -- I =MIMI= �■■■■■ ■■■■ ■ ■■■■ i e e i St l rommoommi ■■■ ■ ■■■■■ ■1 ■■■■•■■■■uI I FZ I■■ INN ■ ■■ ■■■ ■■■ e ■■■ ■■■ e NMI ■■■ ■■■ ri ■■■ NEB MEL TI Bow I■■ ■ ■ ■ ■I MU ■ ■ ■I I■/.I ILSIE 3511 ■ ■■ ••• MEM ••• ••• ••• EMI ■ ■/; ,r r_ it m111111 im ME ANIL: MINIM 111 1111111 immmumm It' ■ ■■■■ l■■ ■• ■ ■ ■■ ■ ■ T ■ ■ ■ T ■ 1 ■"""i�' s mi r ■ ■ ■ . 1 ■ ■ ■_ I ■ ■ ■ ■ ■ ■■ ■ ■■1 ■ ■ ■ ■1 ■ ■ ■I I ■ ■ ■I I ■ ■■ ■ ■ ■■1 �I�■ ■ ■ ■ ■I ■ ■ ■ ■ ■I I ■ ■ ■I I ■■l ■I. ■■ ■ ■ 1 ■i 111111 ■1 ■ ■ ■ I I ■ ■ ■I 1 ■■ I I ■ ■ ■1 EMIR ■ ■ ■I ■ I _wir.. ■��� IM li Miami :-:----.: .:;.,:,--. NMI MI s o t ■r lI Ill6 UMW, IIIMME maim-74.1r �....��.. Ib MEI INN MEM MEM •• 0� v AVM { ■■I ■■■ INN s I■■ ■ ■■ ■■■ NMI ■ ■■ NMI ■■■ EMI ■■■ ■■■ J j■■ ■■■ jjjjjjjjjjjjjF =mom I ::r 1 vvF2o 1FL6MZ I I11 Ism I■1 1.1 1 ■1 1 ■1 1.1 1 ■1 1 ■1 1m I 9 WP- /I ■■r ■1 Now AM e e e a lr■ r ilkp ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� .� ■ ■ ■■ ... ir ° \ •■•••••••••••• ■ ■ ■ ■ ■■ oft0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 GENERAL NOTES A. PRIOR TO FABRICATION OF SIGNAGE VERIFY ALL FIELD DIMENSIONS. B. VERIFY SIGN MOUNTING DETAILING WITH SIGNAGE MFR. FABRICATOR TO PROVIDE A COMPLETE SET OF SHOP DRAWINGS PRIOR TO I ANY MANUFACTURING OF WORK. D. REF. SHE I WF--2I3 FOR SIGNAGE FINISH SCHEDULE. E. PROVIDE EVEN INTERNAL ILLUMINATION AT ALL SIGNAGE W/ INTERNAL LIGHT FIXTURES. C. r.:o tira.a :M F. STANDARD POSTER CASES, BUS STOP POSTER CASES, CORRIDOR MINI - MARQUEES AT AUDITORIUMS ARE NOT BY SIGN VENDOR. G. BOX OFFICE TO HAVE (3) SIX LINE "TIMES AND TITLES" LCD BOARDS. BOX OFFICE 'TIMES AND TITLES' LCD BOARDS ARE NOT BY SIGN VENDOR. II it A, rim mow EN NI 1 __ I lmmum■rl■■mi r , • -------- - - - -�� HID Pia— . .__ ■li■ .i � �� lllll t e O e IIIRME6limimmom a 111 LECEND SIGNAGE SYMBOL SHEET NUMBER WF =ARCH. WAYFINDING SLATS. DETAIL NUMBER ("E' INDICATES POWERED SIGNAGE) I. FOR EXIT SIGNAGE REFERENCE ELECTRICAL PLANS 2. FOR AUDITORIUM ENTRY DOOR DECALS REF. CORRIDOR SIGNAGE DETAILS ON SHi b I WF -212 MEM BIT - DOD? LE{'.4L 6 WP -207 111 111E M I =pi py ME IN amc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 Ke in Den — routm n Reti Architect 2 Jacinto Ave. Ja into afifom a 92 Phone: 941.925 2504 IFaxc 1. .0244 Erna/ SEAL: . I R E G ISTE • o ru TS NG' ON 4 ! FNTRU _STATE OF A CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421- -1956 Fri IAA E N G II N E E R S INCORPORATED PROJECT FOR: PROJECT NAME: amc 16 THEATRES SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive King County Tukwila, Washington m� W % (to �� 2W Liz6 ISSUE INFORMATION: DATE: 4-- 21--05 5 -4 -05 5 -1 -06 6- --7 -06 7 -18 -06 8 - 21 - 06 1 -15 -07 8325 LENEXA DRIVE SLATE 400 LENEXA. KS. 66214 --1695 TEL: 913 -307 -5300 FAX: 913 - 307 -5400 M WiffiHE ENI S0 NEERS.OM W AT �7N KEY PLAN: SHEET TITLE: INFORMATION: 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS SHEET INFORMATION: OVERALL WAYFINDING PLAN - THEATRE LEVEL 3 SHEET NO.: FEASIBILITY FLOOR PLAN FEASIBILITY FLOOR PLAN PROJECT NO.: 223- 383-05 SCALE: 1/8' =1'-0' RECENED JUL 12 7007 WF111 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS Il ly!_!! -! l — Wl —!!-■ Mir MI IN NMI m all • NM MN MI ■!1l —!! - MN IN INN■ NM MEM III IM _l!■! MI !11O MIKKed MCP 'll = Ell Mk ME Ell M ON EN NNE — • • NMI MN MEI ME NM 1 NMI M11141111M •1111111111= • ■ NM MEN !- -!!—„ • MM'■ • NM INII MI _1 NMI ■ ■ MIEN 111!■ 1_■ OM NI IIII —llMINI MI !11!11! IME 1111 NI NII EN am moi um NM EN NE -l!!1 MN 11_11 EN —1 1 11 ! ■ MINN —!! L,•n1111•M11n111110 ■ MIN IIE °IMF 11.1 01•1 1.9 EMI NMI Num MEM NM NMI 11 C�l1 11 = I: III •• M.• 11 III •IENI 7 � N � mom No 1111111111111111111111111111 11 ��•■•••••■• ■■11111111111_111111111111 En _ !1t w , -.= -- .Jl.!.ili�l_■!!- SELL_ Ir- _:: ■��I x _ 7 1 ■1 ■! ■1 ■ I■! r?z Yam mom =gm ii=rimgminglo a im LE.,_Aaajm Immo MI NN maw immimusiamma 1 Ail MOM INN � -- � — ! N■■mn of NM !1_ -1 ■!r ■- 11-11_ !!_NM = NM IN NI � MN F711'.'3;.71- .IIIIIIIIIA Jil HEIM MEI= EEO= In MIMI= NI MIMI mmliiiiim mat NI in =INES= mai mon Emomii imannim m inim MUM .E SEATS MN= ■■ k • 4' AMC LOGO WF-206 ■ , ��III� ■fir ■�I��r �r MMwl• W INIIIIMISIN■1■111111.111111i • • 1111011111 IUIUUUIIUUUiiiiUUUII �� u I,,, IUI,,IUU I,,,,Il, ■!—■11_■■■■! MI wrim. A ME MEIN III 11 MIME ■■■ MI MI Mi MI MI ■! — UMW r� • `i —■ rtlr - Ti .. —■ 1 -IE jam, 1 MIN 31 EMI= 1 !_�!! — � _ 7 -. - IIIIIIIIIIIIIII� MIMI III 1!_- MINIM II • • 11 PIMA 11 I IEEE MIME 11 =MI MI MEIN MEIN IN nil A': MEM= NN NM BM — ■! !1!! • • MIME �1 RN 6E11 MIIIIII= !MIN MOINE .111 1■ !_- 1 -■■ !1 1! ! 11 ! ■■! !■ !1!1■ MAIM III MI l !■ —l— :1■ !1 11 ! ■■ ! ::E'1■ 1 111 !■ ■ ! ■■ !■ !1!11!!!!■ ME MI I ��� N■ I I _____I ______ NIEN' I MI III B. C' as NI I- • mom II mi b KW mi MIME .1 1111 1 AI IMRE 1 Norm III 1 1111 1 III I MILMINI 1 mrarmonium NO El MN MN ELIE ■- !!_- ■! —1 —— — 1 „IM1 ! — !■ ■ - 1: :F= MICIIII I . 1 ! — !■ !!! i'i1''! = ri !_— __ ■ 1 1 IN= mom - !_ 7 1__ 11 !_ l_ — EN ■ 1 !_ - .. ��� C �S_ 0 rMI NI NEM MILE 1111111= MN NM Li ..• . Ell - MIMI - no INIIKEN. . 0 . II ".• MI MI MEM NM NM NNE MUM II MIMI Mill NI MIMI El INN Ell MIN MEIN MUNI MI NM MOM 1� ■! !1�! ME MIME UM= �l �l!_ • MINN NNL7 ■ MIL • MEM — ! MEM ■_ • 1- 11_11_ • • 1! MN Ell ■ ■ •• MN I —! - 1! MEM lW!!i 1111: -�•- EllAWM MILAFFM -NEM MIN ! ! 1 ! 1• MEIN ! ME■ ll —! 111-1■ Mill ••41111 — l!E#1■ MUM l■ NM Milli p L i vms EIDEME —!!I 111 1 MEM NM ME MI 0 • • • • • II 11 IIII II IIIIIIIIIIIIIIIIIIIIIII II IIIIIMEN11111111111 Eill III 1 111111111111111111111111 III 1111 III 1 10111111111111111111M 1111111E1111111111 111111111111111111111111111 III 111111111111111111111111111 1111111=111111111 III II 1111111111111111111111111 1111 III II II II I III 11111111111111 , II 1111111111111111111111111 III 1111 111 III 11111111111011111111M 111111111111•111111 III il 1111111111111111E1111i III 11111 III II 11111111111111111111111 III 11111 IM 111111111111111111111111116 III 11111 III 11111111111111111011111111 III ■� III iIIIIIlUIIUIUlIIIIIU !■■1111 ni ir �■m —■Il I 1111■ —I �t! n �� =� Ell MI 11■ ■1` .■1• �■ . _i. _- 1_! NENE NENE IIIIIIUIII NENE umilmillimmill ina—ffe-, M EE IIIIIII 11 agm IIUIIIIIIIII p uu.. IIIUUIIIIUIIIIIUIIIII S :!1_1 ' � Il _�7 V 1E ■ ■ 1.. AV11 B C oo ;:; o vi,D �aov 9 "°1 0%51 e4 8' AMC LOGO WF-222 an t 9252 s6c@s9cinc. S AMC LOGO 174 I WF -222 -9 x L nnN1111NNS __ D()7,2676 10' AMC LOGO ea I WF -222 Ke in bean Trobtm Re istered A te 257 Jacint A ve r ch Ja in Phone: 5 9 1.9252504 I Fax: 1.94O244 SEAL: 14 REGIST RED v - v •r 4 PINLN TAO T N STATE • WASHINGTON ran CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax (816) 421 -1956 rro E N G II N E E R S INCORPORATE D 8325 W DRIV£ SUITE 400 LENEXA, KS. 66214 -1895 TEI.: 913- 307 -5300 FAX: 913- 307 -5400 VEB: WWW.FEIDE SONENGINEERS.COM PROJECT FOR: umc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAA�i STREET Kansas City, MO 649.05 PROJECT NAME: J 3 amc 16 THEATRES W SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g amplamannm2wavainEmmm ggigniggilMORMIER i= °acvrttvv aa1akaQ, 0- I V) 44 OA ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: 3/32' -1'-0' SHEET TITLE: OVERALL WAYFINDING PLAN - MEZZANINE LEVEL 4 SHEET NO.: WF112 JUL 12 79907 ; �, GENERAL NOTES (ALL WAYFINDING) A. FIELD B. FIELD FABRICATION. C. DI TO D. REFERENCE ON LOCATIONS E PROVIDE PROVIDE F. WAYFINDING - STANDARD - BUS - MINI - BOX G. ALL (28 CFR 703.3.2 POSITION, PAGE 577. I-I. PO1'4ER GONTRAGTOR. $ EXTERIOR VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OF SIGNAGE. VERIFY MOUNTING CONDITIONS AND REQUIREMENTS PRIOR TO DETAILING AND PROVIDE COMPLETE SET OF SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION WAYFINDING PLANS AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION OF SIGNAGE EVEN INTERNAL ILLUMINATION AT ALL SIGNAGE W/ INTERNAL LIGI -IT FIXTURES. 'WARM' TEMPERATURE LAMPS NOT EXCEED 3000' K. ITEMS OWNER FURNISI -ED AND OW ER INSTALLED: POSTER CASES STOP POSTER CASES MARQUEES SIGN uN1T (WALL RECESS BY G.C.) OFFICE LCD BOARDS PLASMA SCREEN TIMES AND TITLES) BRAILLE ON SIGNAGE SHALL COMPLY WITH ADA GUIDUNES FOR ACCESSIBLE DESIGN PART 36) 1994 EDITOR CHAPTER 7, SECTIONS 7033 BRAILLE, 703.3.1 DIMENSIONS, 703.4 INSTALLATION I -EIGHT AND LOCATION AND SECTION 44.30.4 SIGNAGE, FEEDERS AND GONDUIT ARE NOT THE RE PONSISILIT( OF THE SIGNAL- E FINAL GONNEGTION TO SULTANS POKER OF ALL AMG ILLUMINATED INTERIOR SISNA6E IS TO SE MADE BY A STATE LICENSED ELETRITIGIAN Or S.G.) FONT NOTES A. ALL WAYFINDNG LETTER COPY FONTS SHALL 'AMC' LOGO COPY AND EXTERIOR 'TICKETS' SIGN BE: NEL.JTRA- TEXT- ALT -BOLD EXCEPT FOR COPY OR LESS NOTED OTI- ERWISE. SIGNAGE FINISH SCHEDULE PAINT FINISH COLORS: 7 -18 -06 75% TENANT PLANS MARK COLOR MFGR NUMBER P -I GOLD METALLIC MATTHEWS #20509 P -2 LIGHT TAUPE MATT( -EWS #20060 P -3 LIGHT BRONZE MATTHEWS #20146 P -4 SAND METALLIC MATTI-EWS #20358 P-5 SANDLE WOOD MATT! -EWS #20051 P-6 BRONZE MATT( -IEWS #20156 P -7 WHITE MATT( -EWS #N202 P-8 BLACK MATTE MATTHEWS #N923 P -9 PMS 186C 'RED' MATTHEWS #225 P -IO LADYBUG RED BENJAMIN MOORE #1322 P -II BLUE MATTHEWS #00366 P -I2 CLEAR MATTHEWS #4228 P -I3 AMC FILIGREE RED MATT( -EWS #14833 P -14 BRUSHED ALUMINUM MATTHEWS #41342 NEON COLORS: N-I 15MM WARM WHITE #3000K VINYL FINISH COLORS: V -I WHITE TRANSLUCENT 3M #3630-20 V -2 DIFFUSER FILM 30% TRANSMISSION 3M #3635 -30 V -3 DIFFUSER FILM 60% TRANSMISSION 3M #3635 -70 V -4 FROSTED CRYSTAL 3M #210 -324 V-5 TRANSPARENT VINYL PAINT (P -4) 3M #210 -1I4 V-6 BLACK 3M #220 -12 V -7 WHITE 3M #220 -10 V -8 DUSTED CRYSTAL 3M #210 -314 V -9 LIGHT SILVER METALIC 3M #3650 -220 V -7 GOLD METALLIC 3M #3650 -241 V -8 DARK BURGANDY METALLIC 3M #3650 -228 V -9 CHARCOAL METALLIC 3M #3650 -211 V -10 DARK BURGANDY GANDY NESCI-IE N #1122 ACRYLIC FINISH COLORS: A -I CLEAR - - A-2 CLEAR (NON - GLARE) - - A-3 MILK WHITE - - A-4 RED ACRYLITE #278-0 DATE: INFORMATION: 4--21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8--21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS ELEVATION FINISH NOTES: 1) EXTERIOR CAN, RETAINER AND TRIM PAINT P -6 2) INTERIOR OF CAN PAINT P -7 3) EXTERIOR SIDES OF CAN, AND BACK PAINTS P -6 ELECTRICAL NOTES: 1) LETTERS TO SE SELF CONTAINED. (8) 120 VOLT 14 AMP VENTEX ELECTRONIC NEON POWER SUPPLY REa 2) CUT -OFF SWITCH TO BE LOCATED ON LOWER RIGHT RETURN OF EACH LETTER 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION 4) POWER ENTERS LETTERS THROUGH SACK BOX OFFICE SIGNAGE SOX -OFF- SIGN- 1.DWCs ■ 11111 i..i. TOP VIEW TOP VIEW 111111 11111 !MI! ELEVATION 8' -10 1/16' Ellf0111 AUTOMATED TICKETS SIGNAGE HALL- MOUNT - I LL.S 16N.GA13.D1^1G *8 X 1 1/2' PAN HEAD TRI WING TAMPER PROOF SCREWS PAINT P - S (SLACK) 1/4' SLACK ACRYLIC *2025 1 /8' NON -GLARE ACRYLIC 2ND SURFACE PAINTS LADYBUG RED (P -10) AFTER AMC LOGO +€ FILIGREE ARE APPLIED BLACK GRAVOPLY, WHITE CORE W/ SLACK FACE. NEUTRA TEXT SOLD ALT FONT, 65% CONDENSED CAP HT: '1' IS 4 3/8' r CLEAR GRAVOTAC, CENTERED W/ BRAILLE W/ 1/2 CAP HT: '1' HT. IS 3/4' 'BRAILLE ROUTED INTO FACE OF ACRYLIC WITH CLEAR ACRYLIC MAPS INSERTED 1/32' ,ABOVE FACE PER ADA COMPLIANCE (BRAILLE SHOWN IS FOR REPRESENTATION ONLY) SCALE: 1/2'.1 16'-2 1/16' igiv8 1' -2 1/8' SCALE: 1/2'.1'-o. t'15' -1 13/16' SCREEN PRINTED 2ND SURFACE: AMC TO MATCH P -9 AMC RED, FILIGREE TO MATCH P -13 (MP*14833) *8 -18' PAN HEAD TRI -WING TAMPER PROOF SCREW, PAINT SLACK S' ABOVE THE LAMINATE SHELF IN THE TRASH ENCLOSURE 1/4' SLACK ACRYLIC *2025 NEUTRA TEXT SOLD ALT FONT, CAP HT: 'T' IS 11/4', SCREEN PRINTED SLACK, 2ND SURFACE OF ACRYLIC 1 /S' NON -GLARE CLEAR ACRYLIC, PAINT 2ND SURFACE (P -5) AFTER LOGO 4 TEXT IS APPLIED. ELEVATION VIEW SIDE VIEW 8' 1 1/4' 0 A. 3/4' 24 ELEVATION VIEW THESE SIGNS WILL TYPICALLY MOUNT 4' FROM DOOR JAM 4 60" AFF TO CENTER ON APPROACH SIDE OF DOOR AUDITORIUM PLAQUE NUMBER SIGNS 1/16" :15' ACRYLIC TRIM, PAINTED (P -6) BRONZE WALL SECOND SURFACE SLACK VINYL LOGO AMC SECTIONOWG FILIGREE PAINTED MP*14833 ob 60' AFF TO CENTER OF SIGN APPLY GRAVOPLY TO PLEX, RUN THROUGH ROUTER AFFECTING SMALL V- GROOVE, REMOVE EXCESS 4 RUN SIGN THROUGH HIGH PRESSURE ROLLERS. GC. NOTES: CONSTRUCTION LINE 1) G.C. TO PROVIDE C1) DEDICATED 120 VOLT 20 AMP. CIRCUIT TO POWER SIGN 2) GC. TO PROVIDE (5) 24' ELECTRICAL FLEX WHIP EXTENDING FROM CANOPY. NOTE: REFERENCE DETAIL VIEW 19 FOR SIMILAR CONSTRUCTION DETAILS !IN 1/ EXISTING WALL FINISH NOTES: 1) EXTERIOR OF CAN, RETAINER AND TRIM PAINT P -6 2) INTERIOR OF CAN PAINT P -1 3) EXTERIOR SIDE OF CAN, AND BACK PAINTS P -1 ELECTRICAL NOTES: 1) NEON POWERED SY REMOTE TRANSFORMERS 2) CUT -OFF SWITCH TO SE LOCATED ON LOWER RIGHT RETURN OF EA. LETTER 3) G.G. TO MAKE FINAL ELECTRICAL CONNECTION G.C. NOTES: 1) G.C. TO PROVIDE ACCESS TO REMO TRANSORMER IN WALL 2) G.C. TO PROVIDE 24' ELECTRICAL FLEX WHIP EXTENDING FROM LOCATION BEHIND EACH LETTER NEON TO HAVE DOUBLE SACKS 13111 WARM WHITE 3000K NEON DOUBLE STROKE EACH LETTER 1/4' CLEAR LEXAN SACKER .063' ALUMINUM REVERSE CHANNEL, PAINTED RED P -9 INTERNAL VENTEX TRANSFORMER PAINT INTERIOR OF SIGN CAN WHITE P -1 USE APPROPRIATE FASTENERS FOR WALL CONDITONS RETURNS PANTED TYP. SECTION "AMC" INTERIOR SIGNAGE *SX 1 1/2' PAN HEAD TRI -WING TAMPER PROOF SCREW, PAINT P -8 (SLACK) 1/4' SLACK ACRYLIC 2 2025 SCALE: 1 1/2 1/S' NON -GLARE ACRYLITE, PAINT 2ND SURFACE (P -10) AFTER AMC LOGO 4 FILIGREE ARE APPLIED. SLACK GRAVOPLY, WHITE CORE W/ SLACK FACE. NEUTRA TEXT SOLD ALT FONT, 65% CONDENSED CAP HT: '1' IS 4.4' CLEAR ACRYLIC BEADS, 1/4' GRAPE 2 BRAILLE, MOUNTS 1/32' ABOVE FACE PER ADA COMPLIANCE SIDE VIEW 22 A J 1 3/4' GLASS TUBE SUPPORTS .063' ALUMINUM RETURNS 010MM. WHITE NEON COLOR TO SE 3000K 1/4' WHITE ACRYLIC 1328 1/r X 1/2' X 1/16' ALUM. ANGLE D80' ALUMINUM BACK 1/2' WHITE ACRYLIC *1328 SIGNAGE LETTER SECTION WALL - MOUNT- ILLS IGN.CAB -1DWC 3/20/06 25 NOTE: 3/4' SCALE:3' = I' 19 1) 3' DEEP ALUMINUM CHANNEL LETTERS PANTED TO MATCH MATHEWS PMS 186-C. 2) 02' ELECTRICAL PASS THRU'S TO SE ON SACK OF LETTERS, SHOWN FOR PLACEMENT ONLY. 23 LOBBY HALO LIT 'AMC" SIGN AMC- NT- SION -217H NOTE: AMC- INT- SIGNDW6 B K C L t SCALE: 1' =1' -0' 1) 3' DEEP ALUMINUM CHANNEL LETTERS PANTED TO MATCH MATHEWS PMS 186 -C. 2) 1/4' CLEAR LEXAN ON SACK OF SIGN. 2' -0" HALO LIT "AMC'' SIGN M SCALE: 1' = 1' 3/4' E 9 2 N 1/2' SLACK ACRYLIC *2025 10MM SINTRA LIGHT SOX, PANT SAND METALLIC, P -4 SILSCR - GUEST -SERV- 1.DWG. 1/8' LEXAN SACKING F O AUDITORIUM PLAQUE NUMBER SIGNS 45° SEVELLE 3/4' ACRYLIC. ADHERED TO PE (METER OF LETTER FORMS ON FACE OF .063 ALUMINUM BODY PAINTS P -1 (REF. W100) 1/2' WHITE ACRYLIC *'1328 1/4' WHITE ACRYLIC *1328 INTERNALLY ILLUMINATED W/ 10MM. EGL. WARM WHITE NEON. SECURED TO SACK OF LETTER BODY W/ NEON STAND OFFS. COLOR IS 3000K WHITE G.C. TO PROVIDE OBX ELECT. FLEX CONDUI TO PRIMARY ELECT. SOURCE. PROVIDE AT LEAST 12' OF CORD BOX OFFICE SIGNAGE LEER FORM DETAIL CV WALL SURFACE SECTION (GUEST SERVICE) 3) PIN MOUNTED 1' OFF WALL. 4) HALO ILLUMINATED WITH 13MM. WARM WHITE NEON EGL 3000K DOUBLE STROKE EACH LETTER 5) 1/4' CLEAR LEXAN BACKER 3) PIN MOUNTED 1' OFF WALL. P SCALE: 1 1/2 EXTG. WALL SCALE: 3 " =1' -0" 13MM. NEON TO SE WARM WHITE 3000K WI 1 1/2' STANDOFFS TOENAIL TO WALL STUD USING DRY- WALL SCREWS 1-I LETTERFORM BODY TO SE ALUM. CONST. (.063 ALUM. SIDES, .080 ALUM. SACKS). NT. OF SIGN TO SE PANTED P -1 EXT. IS TO SE PAINTED P -6 DOUBLE SACK NEON SELF CONTAINED EXT. UL LISTED 60 M.A. VENTEX TRANSFORMER INTERNAL 2'x4' J -SOX 02"TUSE WELDED TO 1/4' STEEL PLATE (50TH SY OTHERS) 1 12 NOTE: REFER TO 24/111201 FOR AMC SIGNAGE LOCATION. 4) HALO ILLUMINATED WITH 13MM. WARM WHITE NEON EGL 3000K DOUBLE STROKE EACH LETTER � =1- 0 N■MMIMEl —M— ∎ ∎LM M1 = =lr WALL MOUNTED ILLUMINATED GUEST SIGNAGE CABINET DETAILS SILSCR- GUEST - SERV.DWG 13MM NEON TO BE WARM WHITE 30001 Tr I/2' ISLAac AGRrLIG r2f 25. NELrTR4 TI=•r f5OLD ALT. cite 14T.'T L SCALE: 11/2 " =1' -0" NOTES: 1) THE DISTANCE BETWEEN THE FRONT OF THE MOUNT BOXES & THE INSIDE OF THE COVE/SOFFIT DEPENDS ON THE LIGHT FIXTURE USED ON SITE (LIGHT FIXTURE PROVIDED BY OTHERS) 6 . 3' TRANSFORMER SOX l I� II II 1 FRONT ELEVATION (GUEST SERVICE) SILSCR - GUEST - SERV.DWG SCALE: 1 1/2"=1'-0" L0 tih1. 8INTR4 LIGT14 /SOX t[V 111 ULA L WHITE LEON WOES. COLOR NTO To EMCEED 3000,. FINISH NOTES : 1) DO NOT FLAME POLISH EDGES OF ACRYLIC: 1" CLEAR & .25" CLEAR & .50° LEXAN P -7) 'WHITE MP#N202, SECOND SURFACE OF 1" CLEAR ACRYLIC APPLIQUES P-8) BLACK MATTE' MP#N923, SECOND SURFACE OF 25" ACRYLIC BORDER T: OLD AL. I INTERVAL SPACING: 115% POWER TO ENCLOSURE SY G.C. TRANSFORMER ENCLOSURE LOCATED ABOVE ACCESISLE CEILING AT }BOX OFFICE, LEAVE TRANSFORMER POWER CORD WITHIN SOX GTO LEADS TO SE 48' LONG WITH PROPER INSULATION SLEEVING AND CONDUIT 2' PASS THROUGH FITTINGS RETURN WI RE FROM END T ANN>= SECTION DETAIL: NTS 8 1 e in ■ to Ph•ne:9g1.925 504 SEAL: PROJECT FOR: KEY PLAN: SHEET TITLE: SHEET NO.: III KA. .: n Troutm : n e • ch to F a:c "1.94044 Emaill s e STATE KEVI T' EAN 1"RO T /I�N . WASHINGT N CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Mr" ga PROJECT NAME: SHEET INFORMATION: WAYFINDING DETAILS REGIST ISSUE INFORMATION: RED T E N G II N E E R S INCORPORATED 8325 LENDCA DRIVE SUITE 400 LENIDtA. KS. 66214 -1695 Ia: 913- 307 -5300 FAX: 913 -307 -5400 1LE& %VVNLHENDERSONENGDIEBS.COM amc Copyright 2006 – AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES i m i p AT sd 1ekf SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington i MI g F °a - aTQQ V. r;i1 Fa m ��n WF200 II1191SIO11AL I,w11AT11Mt Brad Woods Project Director 79137442110 01111151.1228 F9113S1.1W4 Etecakehlksom tLL:I II.I.riLas PosimINIS PROJECT NO.: 223- 383-05 SCALE: JUL 12 7001 i'i.i3i i i ;L_, DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS r ACCESSIBILITY PLAQUE ACCESSIBILITY PLAQUE.DIN6 0' 22A — ELEVATION 225 — ELEVATION RESTROOM SIGNAGE RESTRM SION.DWG CURVED WAL /SOFF AMC SIGNAGE, SEE PET. 9/W200 (N.I.C.) NOTE: AMC SIGNAGE (N.I.C.), REFER t0 WAYFINDING SERIES S1-4T. ELEVATION BOX OFFICE 12 -14-04 SCALE: 1/4' = 1' -0' eIev.Cboxoff.dwg 13/4' 3' -10 1/8' 3 - 3 I /8' EQ V -1) 'WHITE', 31 -10 2ND SURFACE Ys' NON -GLARE PLEX P -6 'BRONZE',MP 2ND SURFACE AFTER VINYL APPILCATION SCALE: 14'-'3 1/2' 60' A.F.F. TO CENTER OF SIGN = 11 .. 01 X' BLACK ACRYLIC 1 2025, NEUTRA TEXT BOLD ALT, CAP HT: 'N' IS 4 X' V8' OCK )6' BLACK ACRYLIC *2025, NEUTRA TEXT BOLD ALT, CAP HT. 1S 4 X' I SCALE: 3/4' =1' -0' EQ.. NOTES: 1) HANDICAP ICON APPLIES -SECOND SURFACE TO Y$ ACRYLIC FACE PLATE 2) AFTER VINYL APPLICATION, FACE PLATE RECEIVE 2ND SECOND SURFACE PAINT OVERLAY, COLOR SPECIFIED IN THE NOTES INSTALLATION NOTES: 1) INSTALLS AT EACH ACCESSIBLE BUILDING ENTRANCE AND ACCESSIBLE WATER CLOSET COMPARTMENT 2) USE *468 MP' VHB TAPE TO APPLY TO DOOR 3) UNIT HANGS 60' AFF. TO CENTER OF SIGN AND 4' OFF OF DOOR JAM EXCEPT AT WATER CLOSET WHERE IT IS 60' A.F.F. AND CENTERED ON DOOR 1/2' NOTES: EXISTING WALL 3 .46" X 2' PIN MOUNTS SECTION VIE1A1 A:A SCALE: 1 =1 SERVICE SI6N.P!M CONSTRUCTION ADHESIVE AS WELL AS THREADED STUDS (TYPICAL) ' BLACK ACRYLIC *2025, NEUTRA TEXT BOLD ALT 1) RETURNS ARE TO BE SMOOTH AND FREE OF MACHINE TOOL MARKS 2) SAMPLE SUBMITTAL REQUIRED 3) GRADE OF ACRYLIC IS SIGN GRADE 4) FONT TEXT BOLD ALT CAP HT: 'E' IS 5' PERM 3' -3 1/8' SERVICE SIGN L. _-1 L _l AGE CLOCK, SEE DETAIL 25/W205 (N.I.C.) P -21 SOFFIT, SEE RCP OPEN GUEST SERVICE COUNTER BY OWNER, SEE DETAIL 25/A301 6' VINYL BASE, SEE FINISH SCHEDULE D 24 1 22 SCALE: I' =1' -0' s 15/16' :0 9 NOTES: 1) RETURNS ARE TO IBE SMOOTI -I AND FREE OF MACHINE TOOL MARKS 2) SAMPLE SUBMITTAL REQUIRED 3) GRADE OF ACRYLIC IS SIGN GRADE 4) FONT TEXT F3OLD ALT CAP HT: '1=' TITLE PATH4FILENAME SIGN FABRICATOR TO PROVIDE SIGN MOCKUP FOR APPROVAL BEFORE PRODUCTION 4V4' I 5IDE VIEN FAMILY RESTROOM SIGNAGE FAMILY BLADE- stgn -Adwg LA VI BLACK VINYL, NEUTRA TEXT BOLD ALT, CAP HT: T IS 1/2' 1ST SURFACE OF DOOR V J L DURAPLEX ACRYLIC WAVE PANEL FACE ELEVATION VI El"! F. Y4' WHITE ACRYLIC Y' SLACK ACRYLIC C DATE *6- 32x5/8" PHIL ZINC FLAT HEAD MACH SCREW (TYPICAL) 1' - ' CONSTRUCTION ADHESIVE TO HOLD AND ANCHOR: PIN MOUNTS (TYPICAL) gliMe MIRO R(0) M SCALE: SCALE DRYWALL V46 MOUNTING, ELEC, 2 /64!LEVATION DST. co 2 V2' SCALE:3'= FRONT VIE1A1 TOP VIE1A1 2'- 15/8' 2' 0 to t17 2' -l .�' DURAPLEX ACRYLIC ACE WAVE ELEVATION VIE1A1 60' APP. 2 I /2' MOUNTS DIRECTLY TO SURFACE SIDE VIES 20 Y4' WHITE ACRYLIC J -BOX W/ RECEPTACLE 16ga. STEEL STUD ELEC. WHIP TOGGLE BOLT Qi 2 1/64' 2X 05/32 THfii.4 3/4' 11/32' Y2' SLACK ACRYL (LETTER) SECTION VIE1A1 NTS Y4' WHITE ACRYLIC Y2' SLACK ACRYLIC (LETTER) Y4 WW I TE ACRYLIC Y' SLACK ACRYL (ARROW) 12 NOTES : 1) SEE W201 FOR MATERIAL AND CONSTRUCTION DETAILS 2) ATTACH MOUNTING BRACKET TO WALL WI (2) TOGGLE BOLTS. 3) BLADE TO BE 9' AFF. TO BOTTOM OF SIGN. 4) ATTACH BLADE TO MOUNTING BRACKET SY INSERTING THE BLADE ONTO THE MOUNTING BRACKET 4 SCREWING IN (2) PHILLIPS MACHINE SCREWS. 5) SEE TYPICAL DETAIL FOR BLADE CONSTRUCTION ON W20 ELECTRICAL NOTES: V 1 INTERNALLY ILLUMINATED WI ST 15M1"1. RED UL 3000K NEON. 2) VENTEX W/ PLUG TRANSFORMER IN SOX 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION. 4) CUT OFF SWITCH TO MEET LOCAL UL CODES GC. NOTES: 1) G.C. TO PROVIDE (1) 120 VOLT. 1 AMP. CIRCUIT TO POWER BLADE SIGN. 2) G.C. TO PROVIDE 16ga STEEL BLOCKING BEHIND SIGN IN SOFFIT. 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION. FINISH NOTES: P -1) 'BLACK', MP TOGGLE BOLTS 4 BRACKET P -12) 'CLEAR',MP+422S, DURAPLEX A FACE 1) TOUCH UP AFTER INSTALLATION 2X 0.111 THRU ALL, 0332x52', 15 -S S.S. PAN HEAD MACHINE SCREW, 1/4' -20x5' LENGTH; Y4' STEEL TOGGLE P -I 01' THROUGH, MOUNTING ASSEMBLY SECTION A -A D1,/s 14 SIGN FABRICATOR TO PROVIDE SIGN MOCKUP FOR APPROVAL BEFORE PRODUCTION DURAPLEX ACRYLIC WAVE PANEL FACE 1 41/4' 1 APP. SIDE VIE1A1 Woman Reatrm- sign -A.dwg Man Rest - sign -Adwg DURAPLEX PANEL FACE BLACK GRAVOTAC TEXT AND PICTOGRAMS I 4 1/4' 5I1:7E VIE1A1 1 �t C ELEVATOR PLAQUE PLO .17W9 •6- 32x5/8' PHIL ZINC FLAT HEAD MACH SCREW (TYPICAL) SIGN FABRICATOR TO PROVIDE SIGN MOCKUP FOR APPROVAL BEFORE PRODUCTION *6- 32x5/8' PHIL ZINC FLAT HEAD MACH SCREW (TYPICAL) 1 6' 1'- «• L -J O AMC ELEVATOR PLAQUE AMC MOUNTING, ELEC, $ ELEVATION CET. amo DURAPLEX ACRYLIC WAVE PANEL FACE MEN MOUNTING, ELEC, $ ELEVATION CET. 1/64' I0' OMO ;K] SCALE :3'= 1' -0' SCALE :3'= 1' -0' SCALE: V=P-0' DRYWALL TO TOP VIE1A1 2'- 1 5 /S' 2' DRYWALL --- TOP VIE1A1 2' -1 5/S' = ELEC. WHIP TO ACCESSIBLE J -BOX I WITI -I RECPTACLE TOGGLE BOLT IIIP ELEVATION VIEW WOMEN'S RESTROOM SIGNAGE DOUBLE SIDED III DURAPLEX PANEL FACE ELEVATION VIE1A1 --- 16ga. STEEL STUD MEN'S RESTROOM SIGNAGE DOUBLE SIDED 1/4' BLACK ACRYLI -1 )5' PAN HEAD TRI -WING TAMPER PROOF SCREWS, PAINTED P -8 16ga. STEEL STUD 2X A5/32 ELEC. WHIP TO ACCESSIBLE J - BOX WITH RECEPTACLE TOGGLE BOLT i REVIEWED FOR ODE COMPLIANC APPROVED KInv - 9 20r rrc 'r (•r 4� vt B ILDING DIN 0 2X 05/32 TH GRADE 2 RASTER BRAILLE, CLEAR ACRYLIC BEADS,) 2' ABOVE FACE PER ADA 1/8' CLEAR ACRYLIC COMPLIANCE. PAINTS P -5 SANDALWOOD SECOND SURFACE (TYP) 5 I ON TO APPEAR ON MAIN FLOOR 5) 5 I ON TO 1/4' 1/64' ST 1 /4' STOCK 1/3' r A 1/3 ' 3/4' NOTES: I) SEE U1202 FOR MATERIAL AND CONSTRUCTION DETAILS 2) ATTACH MOUNTING BRACKET TO WALL W/ (2) TOGGLE BOLTS. 3) BLADE TO BE 9' AFF. TO BOTTOM OF SIGN. 4) ATTACH BLADE TO MOUNTING BRACKET BY INSERTING THE BLADE ONTO THE MOUNTING BRACKET 4 SCREWING IN (2) PHILLIPS MACHINE SCREWS. 5) SEE TYPICAL DETAIL FOR BLADE CONSTRUCTION ON W203 ELECTRICAL NOTES: 1) INTERNALLY ILLUMINATED WI 15MM. RED UL 3000K NEON. 2) VENTEX WI PLUG TRANSFORMER IN BOX 3) GC. TO MAKE FINAL ELECTRICAL CONNECTION. 4) CUT OFF SWITCH TO MEET LOCAL UL CODES G.C. NOTES: 1) G.C. TO PROVIDE C1) 120 VOLT. I AMP. CIRCUIT TO POWER BLADE SIGN. 2) G.C. TO PROVIDE 16ga STEEL BLOCKING BEHIND SIGN IN SOFFIT 3) G.G. TO MAKE FINAL ELECTRICAL CONNECTION. FINISH NOTES: P -1) BLACK', MP*19925, TOGGLE BOLTS 4 BRACKET P -12) 'CLEAR', MP•4228, DURAPLEX FACE 1) TOUCH UP AFTER INSTALLATION 2X 0.111 THRU ALL, 0332x52', 18 -S S.S. PAN HEAD MACHINE SCREW, 1/4' - 20x5' LENGTH; y4 STEEL TOGGLE P -1 2X 0.111 THRU ALL, 0332x82', 18 -S S.S. PAN HEAD MACHINE SCREW, I/4' -20x5' LENGTH; Y4 STEEL TOGGLE 01' THROUGH, MOUNTING ASSEMBLY SECTION A -A 2 NOTES: 1) SEE W202 FOR MATERIAL AND CONSTRUCTION DETAILS 2) ATTACH MOUNTING BRACKET TO WALL W/ (2) TOGGLE BOLTS. 3) BLADE TO BE 9' AFF. TO BOTTOM OF SIGN. 4) ATTACH BLADE TO MOUNTING BRACKET BY INSERTING THE BLADE ONTO THE MOUNTING BRACKET 4 SCREWING IN (2) PHILLIPS MACHINE SCREWS. 5) SEE TYPICAL DETAIL FOR BLADE CONSTRUCTION ON W203 ELECTRICAL NOTES_ 1) INTERNALLY ILLUMINATED LW 15MM. REP UL 3000K NEON. 2) VENTEX W/ PLUG TRANSFORMER IN BOX 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION. 4) CUT OFF SWITCH TO MEET LOCAL UL CODES G.C. NOTES: 1) G.C. TO PROVIDE C1) 120 VOLT. 1 AMP. CIRCUIT TO POWER BLADE SIGN. 2) G.G. TO PROVIDE 16ga STEEL BLOCKING BEHIND SIGN IN SOFFIT. 3) GC. TO MAKE FINAL ELECTRICAL CONNECTION. FINISH NOTES: P -I) 'MACK', MP*19925, TOGGLE BOLTS t BRACKET F'-12) 'CLEAR', MP*4228, DURAPLEX FACE U TOUCH UP AFTER INSTALLATION P -1 01' THROUGH, MOUNTING ASSEMBLY BLACK GRAVOTAC SYMBOLS 4 SECTION A-A C 0 � v TO L ©n pY 0 0 4 LETTERFORMS, FONT: NEUTRA TEXT BOLD ALT. CAP HT: 'T' IS 1V ON LARGE TEXT, 'T' IS V4" ON SMALL TEXT (OF SIGN 'S ") TYPICAL — i APPLY GRAVOTAC TO ACRYLIC, RUN THROUGH ROUTER AFFECTING SMALL V- GROOVE, REMOVE EXCESS AND RUN SIGN THROUGH HIGH PRESSURE ROLLERS, TYPICAL APPEAR ON MEZZANINE 5 v - c 1: ILl1'x�llit routm : n e'ist`re. 'rchite• 575 - J to ve.. San Ja into, *aim P ., e: 911. ' 504 IFax: 95 1.924.02441E mail stic(( ,c.ilom SEAL: CONSULTANTS: Norton & Schmidt Consultin Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4-232 Fax (816) 421 -1956 PROJECT FOR: imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT J 8 -6 F wg K wi u7 � h � 2 4g I9 KEY PLAN: SHEET TITLE: WAYFINDING DETAILS SHEET NO.: PTO E N GIN E E R S INCORPORATED 8325 LENEXA DRIVE SLATE 400 LENEXA, KS. 66214 -1095 1EL: 913-307-5300 FAX: 913- 307 -5400 1 1 amc SHOPPINGTOWN So UT H CENTER 633 SouthCenter Drive, King County Tukwila, Washington ° aa� a�aaaa�aa g o 0.u, ISSUE INFORMATION: SHEET INFORMATION: co 9 5- IIIEN$I /NAL WINN11ATISIS Brad Woods Meet Dhaka 71113,7442110 0a111161.1220 FYfa2A4.1W4 EbnaMiumn NM Nebo Ws ta Rum PROJECT NO.: 223 - 383 -05 SCALE: riE(:'!HVED WF2O1 JUL 1 2 2007 DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS PRIVATE — PLAQUES Ye" CLEAR ACRYLIC PAINTED P -5 a SANDALWOOD 2ND SURFACE SCALE: 1' =1' - 0' 1/32' SLACK GRAVO TAC GRADE 2 SRAILLE c0 NOTES: 1) 'AMC' LOGO AND 'FILLIGREE PATTERN" TO SE SCREEN PRINTED 2ND SURFACE, 2) 'PRIVATE' COPY IS 1/32" SLACK GRAVO -TAC 1 /4'- 20x125' FLAT HEAD MACHINE SCREW ANCHOR 1/21 WI -4ITE ACRYL IC PUSH -THRU X1328 1/4-20 WING -NUT 4 WASHER . u BLACK VINYL 3M*220 -12 THEATRE PORTAL DETAIL.DUJS 05/19/06 TYPICAL THEATRE PORTAL DETAIL SCALE: 1' =1' AMC WHITE ACRYLIC PUSH -TI4RU LED ILUMINATED COPY 0 1328 INSTALLATION NOTES: 1) DRILL (2) 1/4' HOLES (MATCHING THE ONES FOUND ON THE SIGN) INTO DOOR 60' A.F.F. AND CENTERED FROM SIDE TO SIDE. 2) IF MOUNTING TO WALL FOLLOW MOUNTING PROCEDURES SPECIFIED IN NOTE I), ro0" A.F.F. AND 4' OFF LATCH EDGE OF DOOR 3) PROVIDE DRILL HOLE TEMPLATE FOR PROPER PLACEMENT. 4) WITH (2) MACHINE SCREWS INSERTED INTO HOLES PROVIDED IN Y4 ACRYLIC SACK PLATE, INSERT MACHINE SCREWS INTO HOLES IN DOOR 1/4' RUBY RED ACRYL IC DURAPLEX BACKER *2423 1" THICK CLEAR DURAPLEX WAVE PANEL 1/2' BLACK ACRYL IC APPLIQUE 0 2025 1/4' WHITE ACRYL IC NUMBER INLAY 4 1328 THEATRE PORTAL DETAILDWG [ O3 /I9 /O6 L SCALE:1- 1l2 " =1' 18 1/2' BLACK ACRYL IC APPL I QUE #°'2025 .063' ALUMINUM VALANCE W/ AMC LOGO CUT OUT I I IL V; 11111 I 014Z AA ill) , r 1 TYPICAL THEATRE PORTAL SECTION DETAIL PAN HEAD MACI -4INE SCREW 1/4 -20 X 5" W/ TOGGLE • 48' T -8 FLUORESCENT FIXTURE 3000K V 1" CLEAR DURAPLEX WAVE PANEL W/ 1/4" RUBY RED ACRYLIC (*2423) BACKER 4 1/4' WHITE ACRYLIC (41328) NUMBER INLAY .050" ALUMINUM SIGN PAN 10 -24 ALUM RI VNUTS 48' T -8 FLUORESCENT FIXTURE W/ WHITE 3000K BULB .063' ALUMINUM VALANCE W/ AMC LOGO CUT OUT TO RECEIVE ACRYLIC PUSH -THRU COPY 1 -1/2' X 1 -1/2° X 3/16' ALUMINUM ANGLE STRUCTURAL SUPPORT .080' ALUMINUM FORMED SIGN PAN PANHEAD MACHINE SCREW 1/4 -20 X 5' W/ TOGGLE 1 1 DURAPLEX FACE PANEL VIEW THEATRE PORTAL DETAILDWGJ 03/19/06 a SCALE:1- 1/2' =1' ('A 13 /16" "._ 11 1/6' • 1 1 /fro' 1' -0 1/16° DURAPLEX SAMPLE VIEW DURAPLEX DETAIL L05/16/06 SCALE: 1- 1/2' = 1' NOTE: DURAPLEX IS TO REPRESENT A HANGING CURTAIN, THE CONTOURS OF THE CURTAIN ARE MILLED USING A CNC ROUTER W/ 3 -D CUTTING CAPABILITIES. AMC WILL NEED TO APPROVE SAMPLES SEFORE PRODUCTION IS STARTED 1'- 1 /S' 5' -0° • 1' --I - I/16' 1' -5 1/5' S 3/4' 1'-5 1 /8' 1' -5 1 /S° 1/2' • U� 11 1/5' 1/16' ALUMINUM FORMED ANGLE W/ 10 -24 RINUTS 1 -0 1/16." - ..1•1•4•7■ .. -WO"- - "NHL?"' " r#- ' -fir �%' -, -Tr : ' l - -� -Y -rep-- r NOV - 9 2007 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila 5UIIRDINC DIVISION Co Kevin Den ro trn n Regist�ere rchite P :951 c 5 anJ .925 04 Fa:c 1.92 .02AA SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 H E N D E R S O N E N 9325 LENEXA D E SUITE 400 LENEXA, KS. 68214-1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB IIMWHENDERSCRINGINEERSCOM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES l AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g olummimmum gnglgggIggigglIgggg aaaaaavaaa mu)20_u, j (e)el g2 4 g 4 r ISSUE INFORMATION: KEY PLAN: � INNIIAiI1N i Brad Woods Ned Dkector 711/.7412110 c81ae611126 F9111166.1W4 Ea1w 301 listralrip 0widh k rminfelaau SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: SHEET TITLE: SHEET NO.: 69 041 IN DE STATE OF rro From EGISTERE' TROUTM ASHINGTO oder WAYFINDING DETAILS JUL 12 7007 WF202 :ti 5 1/2" SCREEN PRINT 2ND SURFACE: AMC TO MATCH P -9 AMC RED, y,4. SLACK FILLIGREE TO MATCH P -4 SAND METALIC ACRYLIC *2025 i A iZ/I Z _, , 0 D D 1 0 V ri- , m _ DD O O O O o° ° °O 0° PRIVATE — PLAQUES Ye" CLEAR ACRYLIC PAINTED P -5 a SANDALWOOD 2ND SURFACE SCALE: 1' =1' - 0' 1/32' SLACK GRAVO TAC GRADE 2 SRAILLE c0 NOTES: 1) 'AMC' LOGO AND 'FILLIGREE PATTERN" TO SE SCREEN PRINTED 2ND SURFACE, 2) 'PRIVATE' COPY IS 1/32" SLACK GRAVO -TAC 1 /4'- 20x125' FLAT HEAD MACHINE SCREW ANCHOR 1/21 WI -4ITE ACRYL IC PUSH -THRU X1328 1/4-20 WING -NUT 4 WASHER . u BLACK VINYL 3M*220 -12 THEATRE PORTAL DETAIL.DUJS 05/19/06 TYPICAL THEATRE PORTAL DETAIL SCALE: 1' =1' AMC WHITE ACRYLIC PUSH -TI4RU LED ILUMINATED COPY 0 1328 INSTALLATION NOTES: 1) DRILL (2) 1/4' HOLES (MATCHING THE ONES FOUND ON THE SIGN) INTO DOOR 60' A.F.F. AND CENTERED FROM SIDE TO SIDE. 2) IF MOUNTING TO WALL FOLLOW MOUNTING PROCEDURES SPECIFIED IN NOTE I), ro0" A.F.F. AND 4' OFF LATCH EDGE OF DOOR 3) PROVIDE DRILL HOLE TEMPLATE FOR PROPER PLACEMENT. 4) WITH (2) MACHINE SCREWS INSERTED INTO HOLES PROVIDED IN Y4 ACRYLIC SACK PLATE, INSERT MACHINE SCREWS INTO HOLES IN DOOR 1/4' RUBY RED ACRYL IC DURAPLEX BACKER *2423 1" THICK CLEAR DURAPLEX WAVE PANEL 1/2' BLACK ACRYL IC APPLIQUE 0 2025 1/4' WHITE ACRYL IC NUMBER INLAY 4 1328 THEATRE PORTAL DETAILDWG [ O3 /I9 /O6 L SCALE:1- 1l2 " =1' 18 1/2' BLACK ACRYL IC APPL I QUE #°'2025 .063' ALUMINUM VALANCE W/ AMC LOGO CUT OUT I I IL V; 11111 I 014Z AA ill) , r 1 TYPICAL THEATRE PORTAL SECTION DETAIL PAN HEAD MACI -4INE SCREW 1/4 -20 X 5" W/ TOGGLE • 48' T -8 FLUORESCENT FIXTURE 3000K V 1" CLEAR DURAPLEX WAVE PANEL W/ 1/4" RUBY RED ACRYLIC (*2423) BACKER 4 1/4' WHITE ACRYLIC (41328) NUMBER INLAY .050" ALUMINUM SIGN PAN 10 -24 ALUM RI VNUTS 48' T -8 FLUORESCENT FIXTURE W/ WHITE 3000K BULB .063' ALUMINUM VALANCE W/ AMC LOGO CUT OUT TO RECEIVE ACRYLIC PUSH -THRU COPY 1 -1/2' X 1 -1/2° X 3/16' ALUMINUM ANGLE STRUCTURAL SUPPORT .080' ALUMINUM FORMED SIGN PAN PANHEAD MACHINE SCREW 1/4 -20 X 5' W/ TOGGLE 1 1 DURAPLEX FACE PANEL VIEW THEATRE PORTAL DETAILDWGJ 03/19/06 a SCALE:1- 1/2' =1' ('A 13 /16" "._ 11 1/6' • 1 1 /fro' 1' -0 1/16° DURAPLEX SAMPLE VIEW DURAPLEX DETAIL L05/16/06 SCALE: 1- 1/2' = 1' NOTE: DURAPLEX IS TO REPRESENT A HANGING CURTAIN, THE CONTOURS OF THE CURTAIN ARE MILLED USING A CNC ROUTER W/ 3 -D CUTTING CAPABILITIES. AMC WILL NEED TO APPROVE SAMPLES SEFORE PRODUCTION IS STARTED 1'- 1 /S' 5' -0° • 1' --I - I/16' 1' -5 1/5' S 3/4' 1'-5 1 /8' 1' -5 1 /S° 1/2' • U� 11 1/5' 1/16' ALUMINUM FORMED ANGLE W/ 10 -24 RINUTS 1 -0 1/16." - ..1•1•4•7■ .. -WO"- - "NHL?"' " r#- ' -fir �%' -, -Tr : ' l - -� -Y -rep-- r NOV - 9 2007 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila 5UIIRDINC DIVISION Co Kevin Den ro trn n Regist�ere rchite P :951 c 5 anJ .925 04 Fa:c 1.92 .02AA SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 H E N D E R S O N E N 9325 LENEXA D E SUITE 400 LENEXA, KS. 68214-1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB IIMWHENDERSCRINGINEERSCOM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES l AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g olummimmum gnglgggIggigglIgggg aaaaaavaaa mu)20_u, j (e)el g2 4 g 4 r ISSUE INFORMATION: KEY PLAN: � INNIIAiI1N i Brad Woods Ned Dkector 711/.7412110 c81ae611126 F9111166.1W4 Ea1w 301 listralrip 0widh k rminfelaau SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: SHEET TITLE: SHEET NO.: 69 041 IN DE STATE OF rro From EGISTERE' TROUTM ASHINGTO oder WAYFINDING DETAILS JUL 12 7007 WF202 :ti DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4--05 FEASIBILITY FLOOR PLAN 5- 1---06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7- 18- 06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS A duraplex detail 2.dwg r DURAPLEX DETAIL SECTION DETAIL BLADE 03 /I4I /06 I SCALE: 3 SECTION DETAIL SLADE 2.17WG [ 03/1c1/06 I SCALE: 6' =1' NOTES: 1) SAMPLE OF DURAPLEX TO SE APPROVED SY AMC SEFORE PRODUCTION 2) 3 4 CLEAR DURAPLEX 3) SEE EXAMPLE ON 203 -4 FOR DURAPLEX igr r 12 14 1/4' WHITE ACRYLIC S PUSH TI-IRU COPY 1/4' ALUM. PLATE 15MM RED UL 3000K NEON X ALUM. ANGLE 3M 230 -20 -10 WHITE TRANSLUCENT VINYL V4' Rusr RED ACRYLIC *2423 3/4' DURAPLEX CLEAR TYPICAL RESTROOM SIGNAGE DETAIL DURAPLEX SAMPLE VIEW DURAPLEX DETAIL 1 O3/16 /O6 SCALE: NTS SLACK GRAVOT4C .063 ALUM. 5052 NEON TRANSFORMER 1) ' X 1)6' X .125 ALUM. TUBE Y8' ALUM. PLATE 2' X 5" X .125 ALUM. TUBE Y4' WHITE ACRYLIC "1326 Typica Irestroom- sten -a.dwg 03/1 1/06 I SCALE: NTS NOTE: DURAPLEX IS TO REPRESENT A HANGING CURTAIN, THE CONTOURS OF THE CURTAIN ARE MILLED USING A CNC ROUTER. W/ 3 -D CUTTING CAPASILITIES. AMC WILL NEED TO APPROVE SAMPLES BEFORE PRODUCTION IS STARTED 4 SEAL: ne: 1.9252504 Fax • 1.9 . 0244 Erna: 00 - Wm CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 5325 LENEXA DRIVE SLT7E 400 LENEXA. KS. 66214 -1695 'TEL: 913- 307 -5300 FAX: 913- 307 -5400 WEB: MIWW.HENDERSONENQN S.c 0M PROJECT FOR: IA4 amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J 8 amc 16 THEATRES AT KEY PLAN: SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington T - «':L44Q4 <.: < Pc!R mt ISSUE INFORMATION: g2g44 4 n or 4 t IIlEl$IIMAL WI U I IVATISI$ egad woods Dkecter 7113.7442110 C616.061.1S26 F11&M.1074 E4om NI Naas Los own! PM Ta■ww+d asselemin SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: SHEET TITLE: WAYFINDING DETAILS SHEET NO.: RECENED WF203 Jul z"" Y INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 II' -38' KID - FED vin 5 -1 -06 GRAFT- -TIC PANS FRAME BY GC. 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS I 1 •f 1 100% TENANT PLANS GRAPHIC NAGE DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7-18-06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-- 15--07 100% TENANT PLANS NOTES: I- G.G. TO PROVIDE 20GA STEEL BLOCKING BEHIND SIGN LOCATION 2-G.C. TO PROVIDE 4X4 J -BOX INSIDE WALL FRO FINAL ELECTRICAL CONNECTION FRONT VIEW "SLEEKER BEIGE', MP OUTER AREA OF SIGN PANEL AUD -I 1ARQUEE.D I. . AUD- MARQUEE -1.DWC V -6 BLACK, THEATER OVERLAY P -12 'SATIN CLEAR', FIRST SURFACE OF 1' DURAPLEX PANEL 3/4' SIDE VIEW AUDITORIUM MARQUEE 03/19/06 1 SCALE: I 1/2'=V-0' P - WHITE, INSIDE SIGN PAN 1/2' SLACK ACRYLIC NUMBER APPLIQUE SCALE: 112' =1' -0' 1/4' WI -IITE *1328 PUSH THRU PLEX TO RECEIVE LIGHT LED LOCATED INSIDE UNIT NOTE: IF THE TI- IEATRE NUMBER IS LOCATED ON THE LEFT SIDE OF SIGN THE 'AMC' COPY IS LEFT JUSTIFIED OVER THE NUMBER 2' -11 1/2' I' DIA. ALUMINUM LOUVER VENT ALUMINUM STRUCT. SUPPORT 13MM SINTRA SPACER NEOPRENE GASKET a H TOP VIEW AUD- MARQUEE - DET.DWG. C LOGO DETAIL BOTTOM VIEW 2 " // 1/32' $LACK GRAVOTAC V -2 30% DIFFUSER FILM, 3M'3635 -30, FILIGREE APPLIES TO 2ND SURFACE Ot' DURAPLEX V -1 TRANSLUCENT WHITE, 3t13630 -20 SECOND SURFACE OF RUBY RED COLOR LENS CLEAR ACRYLIC SECT. 4-A AUDITORIUM MARQUEE - ILLUMINATED PANEL (TYPICAL) 1) 1)) T — HE FONT: NEUTRA TEXT DEMI ALT. CONDENSED 90% 2) NUMERALS FONT: NEUTRA TEXT DISPLAY TITLING CONDENSED: 15% TRACKING: 40 45' T -S FLORESCENT FIXTURE 1/2' BLACK ACRYLIC NUMBER APPLIQUE J K L 1/4" WHITE #7328 PUSH THRU PLEX TO RECEIVE LIGHT FROM T -8 FLORESCENT FIXTURE LOCATED INSIDE OF UNIT V v V V Ne v v I SCALE: 1 " =1' -0" 5'-4" IV v v v v v • . v v v v v lei k ROTUNDA PORTALS RECEIVE SCAB PIECE TO COVER GAP FROM FLAT BACK TO CURVED WALL AUDITORIUM MARQUEE - ILLUMINATED PANEL (TYP.) "BLEEKER BEIGE ", MP#07130, OUTER AREA OF SIGN PAN /-.- "BLACK', MP#19925, VALANCE 10 -24 X 1/2" PAN HEAD MACHINE SCREWS 1/4 -20 X 5" NON - FERROUS TOGGLE BOLTS W/ 13MM SINTRA SPACERS 19 20 GRAPHIC MURAL PANEL - CORRIDOR ELECTRICAL NOT£ G.C, NOTES: NOTE: REFER TO IAU106 AND SHEET W805 FOR AMC SICNAGE LOCATION. 1) INTERNALLY ILLUI1I ATED WITH RED GE TETRA LED. 2) 5, 120 VOLT AMP LED POUBR SUPPLY REQ 4 rlec PS3 (2) POWER SUPPLY ?OR EACH LETTER 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION. 4) ALL POTER SUPPLIES ARE TO SE SELF CONTAINED WITHIN INDIVIDUAL LETTERS. LED NOTES: 1) MECHANICALLY FASTENED LED AT STOP AND START OF EACH RUN AND 15' ON CENTER OF SIGN. 2) 5 GELCORE LED'S PER FOOT. 1) G.C. TO PROVIDE APPROPRIATE (16 GAGE STEEL OR 3/4' PLYWOOD) BLOCKING BEHND SIGN 2) &C. TO PROVIDE (1) DEDICATED 120 VOLT 10 AMP CIRCUIT TO POWER SIGN 3) G.C. TO PROVIDE 10' ELECTRICAL FLEX WHIP EXTENDING FROM WALL BEHIND EACH LETTER (3) TOTAL REQUIRED 4) PAINT INTERIOR OF LETTERS P -1 (WHITE) 5) .080 ALUMINUM BACKS, .063 ALUMINUM RETURNS, 8' LETTER DEPTH, WELIARC WELDED CONSTRUCTION. 6) 3/16' SEAMLESS, WHEN POSSIBLE, FACES TO BE ACRYLITE +2"IS - '1) LETTERS TO BE MOUNTED 3/I3' OFF OF SURFACE USING NON- FERROUS SPACERS AND FASTENERS. UL RATED. 9) LED MODULES ARE TO BE 3 5/S' ON CENTER AND NO LESS THAN 2.5' FROM RETURN. LED.'e TO BE ADHERED TO ALUM. SACK W/3M VHS. TAPE AND MECHANICAL FASTERS. LE.D.'s TO BE RED, SIN SERIES 'J' OR H1&-TER POWER SUPPLIES ARE TO BE SELF- CONTAINED WITHIN INDIVIDUAL LETTERS. 4' LED AMC LOGO r AUDITORIUM 10 GATE 10.DWG n zip GRAPHIC PANELS NOTES1 - CAMERA READY ART PROVIDED BT AMC TO SIGN SUB CONTRACTOR - COORDINATE MURAL LAYOUT WITH APPROPRIATE FLOOR PLANS AND NTER102 IREVAT1ONS. - COORDNATE MURAL LAYOUT SHOWN WITH DETAIL P (BLACK SCALE: NTS MATTE) 32' -1' N SCALE: 1/2'=V-0' ACRYLITE 215 -0 (TYPICAL) 3 5/8' MIN. 1 REF. DETAIL 19/WF204 FOR AUDITORIUM SIGNAGE L J SIDE PAINTED P -5, POWER LOCATIONS MATTE BLACK GATE SDL RED 3 5/S' TO TYP. r AUDITORIUM 5 SECTION D -D PAINT INT. OF LETTERS W/ P - 'WHITE' MP*N202 2' JEWELITE RETAINER TRIM CAP, PAINTED (P -S), TYF'. J I SCALE: 1/2 0' LED MECHANICALLY FASTENED * 15' ON C AND ENDS P-8 (BLACK MATTE) i REVIEW UANCE CODE C APPR NOV _ 9 21301 1 Cr Of Tukwila BUILDIN DI\ASION evin Dean ro tmin e i Architect 2575 Jacinto Ave., San Jacinto, [aflame 92533:53 PI 951.9252504 Fax 951.925.0244 Email st g. Agnc. om SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: KEY PLAN: SHEET NO.: SHEET TITLE: IN DEA ROUTMA STATE OF WA HINGTON E N G I N E E R S INCORPORATED 8325 LEMMA DRIVE SUITE 400 LENEXA. KS. 86214 -1895 1EL• 913- 307 -5300 FAX: 913 - 307 -5400 wee: VANW.HENDERSONENGINEERS.0011 umc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington r[1 a :1? -Tt m comn.W J I inaindfl ISSUE INFORMATION: WAYFINDING DETAILS TR ® DI■EISI /NAT. IIISIAYIIIS Brad Woods Puled Director T11137412110 FlIt32114.1074 EbouloOd- . 0 7a1 + Iw et �w�4)1l1M SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: iECEKED JUL 12 2007 WF2O4 ;UL:\;. : 1 DATE: INFORMATION: 4 -21 -05 4 5 -4 -05 FEASIBILITY FLOOR PLAN 5- -1--06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 + 8- 21--06 95% TENANT PLANS 1-15-07 100% TENANT PLANS DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5- -1--06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1-15-07 100% TENANT PLANS POWER LOCATIONS POWER LOCATIONS POWER LOCATION SCALE: 1/4'.1 1 3/8' POWER LOCATION NOTE: 1) REFERENCE W205/21 FOR TOP YEW ELEC. LAYOUT 111414All m °' smakaatimminiiiim \/ .. TE : REFERENCE W205/21 FOR TOP VIEW ELEC. LAYOUT Ir'OWER LOCATIONS e 71st 2575 J Ph ne: " 1 .925 TOS CLOCK 1/8' RED ACRYLITE 218 -0, AMC LOGO MOS POWER LOCATIONS P SCALE: i/4' =1' -0' IIxI' 3'THIC ALUM. ANGLE CLIPS P -8 BLACK, CLOCK HANDS SCALE: POWER LOCATION CLOCK PACE: D IGITALSE CT. 4-4 GRAPHIC TO BE APPROVED BY AMC 11 /37 A DOOR VINYL WITH STARSDWG .063 ALUM. RETURN, .080 ALUM. SACK MOUNTING CAN POWERI -IOUSE Q -50 'C' CELL MOVEMENT W/ HANDS, CLOCK MOTOR 1s -8 5S TOGGLE BOLT, 1/4' DIA. 5' LENGTH, 5 /8" DRILL DIA., PAN HEAP PHILLIPS SHEET MTL. SCREW 'x1/2' METAL STUDS 5/8' TYPE 'X' GYP. BD. 3/4' FIRE RATED PLYWOOD BLOCKING C PAN HEAP PHILLIPS 51-1T. MTL. SCREW, 'x1/2' NOTE: TYP DOOR VINYL LAYOUT SCALE :3 /8" = I' PLAN L NOTE: 1) REFERENCE W205/21 FOR TOP VIEW ELEC. LAYOUT POWER LOCATIONS 24 25 1. TYPICAL VINYL LAYOUT EXACT LAYOUT TO BE PROVIDED 15Y AMC 2. HOLD BACK ALL VINYL 1/8' FROM EDGE OF DOORS 3. VINYL PRODUCT AND COLORS TBD. FOR BIDDING PURPOSES, BASE SIDS ON USING STANDARD OPAQUE VINYL COLOR 26 139W205DWG 5' -2' POWER LOCATION TYP. NOTES: 1) THE DISTANCE BETWEEN THE FRONT OP THE MOUNT - BOXES 4 THE INSIDE OF THE COVE/SOFFIT DEPENDS ON THE LIGHT FIXTURE USED ON S (LIGHT FIXTURE PROVIDED BY OTHERS) FINISH NOTES: 1) DO NOT FLAME POLISH EDGES OF ACRYLIC: I' CLEAR 4 23' CLEAR 4 50' LEXAN P -'I) 'WHITE' MP SECOND SURFACE OF 1' CLEAR ACRYLIC APPLIQUES P -8) 'BLACK MATTE' MPM923, SECOND SURFACE OF 23' ACRYLIC BORDER 12" POST MOUNT ARCADE 5'_2' SCALE: 1/4'&-V-0' X03440 -2DWG 1• 20 NOTE: SCALE: 1' =1' -0' MAIN LOBBY MURAL GRAPHICS I SCALE: 1/€3'::1'-0' ARCADE - ELEVATION L.EVAT1ON VIEW X440251E- 1.DWCs j J SCALE:1 /4' =1' -0' NOTES: 19 30" HALO LIT AMC LOGO I: SCALE :1' =1' -0' '3/4' CLEAR ACRYLIC TEXT 'MOUNTING BAR 1/2' BLACK ACRYLIC 6 2025, NEUTRA TEXT SOLD ALT, CONDENSED TO 55%, CAP 14T: 'E' IS 12' 3/4' CLEAR ACRYLIC TEXT MOUNTING SAR 1/4' CLEAR ACRYLIC ROD STAND OFFS 9 I/8' 1) 3' DEEP ALUMINUM CHANNEL LETTERS PAINTED P -9 RED 2) Y{ CLEAR LEXAN ON BACK OF SIGN 3) PIN MOUNTED 1` OFF WALL 4) HALO ILLUMINATED WITH 13MM. WARM WHITE NEON EGL 3000K 3) EACH i=t. TO EE SELF- CONTAINED WITH TRANSFORMER MOUNTED TO LEXAN BACKER 6) CUTOFF SWITCH TO BE LOCATED ON THE BAG( OF EACH LETTER (LOWER RIGHT CORNER) WITHIN 4' OF THE UL STICKER 'I) SIGN CONTRACTOR TO PROVIDE 10' WHIP (PLENUM RATED MC CABLE) EXTENDING FROM BACK OF EACH LETTER 1. REXAM GRAPHIC TO BE PRINTED AT 300 DPI WITH A PROTECTIVE OVERLAMINATE AND APPLIED WITH STANDARD WALLPAPER GLUE 2. AMC TO SUPPLY ELECTRONIC GRAPHIC IMAGE. 3. SIGN CONTRACTOR TO SUPPLY CsRAP1 -11CS ONLY: G.C. TO PROVIDE FRAMES PER A111 4. SEE SHEET 1/W804 POR LOBBY MURAL GRAPHICS ELEVATION. 6 1' Stair SIgn.dulg G.G. NOTES 1/4' BLACK ACRYL IC 0 2025 •-•1/ • 8' STAIR SIGNAGE VS' NON -GLARE ACRYLITE, PAINT 2ND SURFACE P -5 SANDLE WOOD +8 X 1 1/2' PAN HEAD TRI -WING TAMPER PROOF SCREW PAINT FAUX BRONZE APPLY SLACK GRAVOTAC TO FLEX, RUN T1 1ROUCsH ROUTER AFFECTING SMALLV /GROVE, REMOVE EXCESS 4 RUN SIGN THROUGH HIGH PRESSURE ROLLERS CLEAR ACRYLIC BEADS, MOUNTS: V32' ABOVE FACE PER ADA COMPLIANCE ELEVATION VIEW 09/01/04 SCALE:3'e1' -0' 60' A.F.F. TO CENTER OP SIGN 1) GC. TO PROVIDE (I) DEDICATED 120 VOLT, 10 AMP CIRCUIT TO POWER SIGN 2) G.C. TO PROVIDE J -BOX IN WALL WITH IN 3' OF SIGN AND TO MAKE FINIAL ELECTRICAL CONNECTIONS 3) GC TO PROVIDE APPROPRIATE (16ga. STEEL OR %' PLYWOOD) BLOCKING BEHIND SIGN 113'- 10'(W) 20'- 9'(I -I) LOBBY MURAL GRAPHICS HOLD eo � I FOR C ow C - OW IIANCE APP S 101 - 9 2001 SIDE 2 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 0325 LEMMA DRIVE SUM 400 LDE CA. KS. e8214 -1695 TEL: 913 -307- -5300 1 FAX 913 -307- -5400 GOY PROJECT FOR: amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W A T SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §11,1 IMI,' w "wu ISSUE INFORMATION: KEY PLAN: IIIE®IIIIIAL IIIIr1ATIINI Blrrad Woods Ned Dkedor 7913.7442110 c1ie„218 F9132114.10T4 EbesMICIMakcam WI NEMI u aMEu& SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: SHEET TITLE: WAYFINDING DETAILS SHEET NO.: W magi' WF205 RECENED JUL 1 2 2007 - V * * . ■i *1 j„.41.1 POWER LOCATIONS POWER LOCATIONS POWER LOCATION SCALE: 1/4'.1 1 3/8' POWER LOCATION NOTE: 1) REFERENCE W205/21 FOR TOP YEW ELEC. LAYOUT 111414All m °' smakaatimminiiiim \/ .. TE : REFERENCE W205/21 FOR TOP VIEW ELEC. LAYOUT Ir'OWER LOCATIONS e 71st 2575 J Ph ne: " 1 .925 TOS CLOCK 1/8' RED ACRYLITE 218 -0, AMC LOGO MOS POWER LOCATIONS P SCALE: i/4' =1' -0' IIxI' 3'THIC ALUM. ANGLE CLIPS P -8 BLACK, CLOCK HANDS SCALE: POWER LOCATION CLOCK PACE: D IGITALSE CT. 4-4 GRAPHIC TO BE APPROVED BY AMC 11 /37 A DOOR VINYL WITH STARSDWG .063 ALUM. RETURN, .080 ALUM. SACK MOUNTING CAN POWERI -IOUSE Q -50 'C' CELL MOVEMENT W/ HANDS, CLOCK MOTOR 1s -8 5S TOGGLE BOLT, 1/4' DIA. 5' LENGTH, 5 /8" DRILL DIA., PAN HEAP PHILLIPS SHEET MTL. SCREW 'x1/2' METAL STUDS 5/8' TYPE 'X' GYP. BD. 3/4' FIRE RATED PLYWOOD BLOCKING C PAN HEAP PHILLIPS 51-1T. MTL. SCREW, 'x1/2' NOTE: TYP DOOR VINYL LAYOUT SCALE :3 /8" = I' PLAN L NOTE: 1) REFERENCE W205/21 FOR TOP VIEW ELEC. LAYOUT POWER LOCATIONS 24 25 1. TYPICAL VINYL LAYOUT EXACT LAYOUT TO BE PROVIDED 15Y AMC 2. HOLD BACK ALL VINYL 1/8' FROM EDGE OF DOORS 3. VINYL PRODUCT AND COLORS TBD. FOR BIDDING PURPOSES, BASE SIDS ON USING STANDARD OPAQUE VINYL COLOR 26 139W205DWG 5' -2' POWER LOCATION TYP. NOTES: 1) THE DISTANCE BETWEEN THE FRONT OP THE MOUNT - BOXES 4 THE INSIDE OF THE COVE/SOFFIT DEPENDS ON THE LIGHT FIXTURE USED ON S (LIGHT FIXTURE PROVIDED BY OTHERS) FINISH NOTES: 1) DO NOT FLAME POLISH EDGES OF ACRYLIC: I' CLEAR 4 23' CLEAR 4 50' LEXAN P -'I) 'WHITE' MP SECOND SURFACE OF 1' CLEAR ACRYLIC APPLIQUES P -8) 'BLACK MATTE' MPM923, SECOND SURFACE OF 23' ACRYLIC BORDER 12" POST MOUNT ARCADE 5'_2' SCALE: 1/4'&-V-0' X03440 -2DWG 1• 20 NOTE: SCALE: 1' =1' -0' MAIN LOBBY MURAL GRAPHICS I SCALE: 1/€3'::1'-0' ARCADE - ELEVATION L.EVAT1ON VIEW X440251E- 1.DWCs j J SCALE:1 /4' =1' -0' NOTES: 19 30" HALO LIT AMC LOGO I: SCALE :1' =1' -0' '3/4' CLEAR ACRYLIC TEXT 'MOUNTING BAR 1/2' BLACK ACRYLIC 6 2025, NEUTRA TEXT SOLD ALT, CONDENSED TO 55%, CAP 14T: 'E' IS 12' 3/4' CLEAR ACRYLIC TEXT MOUNTING SAR 1/4' CLEAR ACRYLIC ROD STAND OFFS 9 I/8' 1) 3' DEEP ALUMINUM CHANNEL LETTERS PAINTED P -9 RED 2) Y{ CLEAR LEXAN ON BACK OF SIGN 3) PIN MOUNTED 1` OFF WALL 4) HALO ILLUMINATED WITH 13MM. WARM WHITE NEON EGL 3000K 3) EACH i=t. TO EE SELF- CONTAINED WITH TRANSFORMER MOUNTED TO LEXAN BACKER 6) CUTOFF SWITCH TO BE LOCATED ON THE BAG( OF EACH LETTER (LOWER RIGHT CORNER) WITHIN 4' OF THE UL STICKER 'I) SIGN CONTRACTOR TO PROVIDE 10' WHIP (PLENUM RATED MC CABLE) EXTENDING FROM BACK OF EACH LETTER 1. REXAM GRAPHIC TO BE PRINTED AT 300 DPI WITH A PROTECTIVE OVERLAMINATE AND APPLIED WITH STANDARD WALLPAPER GLUE 2. AMC TO SUPPLY ELECTRONIC GRAPHIC IMAGE. 3. SIGN CONTRACTOR TO SUPPLY CsRAP1 -11CS ONLY: G.C. TO PROVIDE FRAMES PER A111 4. SEE SHEET 1/W804 POR LOBBY MURAL GRAPHICS ELEVATION. 6 1' Stair SIgn.dulg G.G. NOTES 1/4' BLACK ACRYL IC 0 2025 •-•1/ • 8' STAIR SIGNAGE VS' NON -GLARE ACRYLITE, PAINT 2ND SURFACE P -5 SANDLE WOOD +8 X 1 1/2' PAN HEAD TRI -WING TAMPER PROOF SCREW PAINT FAUX BRONZE APPLY SLACK GRAVOTAC TO FLEX, RUN T1 1ROUCsH ROUTER AFFECTING SMALLV /GROVE, REMOVE EXCESS 4 RUN SIGN THROUGH HIGH PRESSURE ROLLERS CLEAR ACRYLIC BEADS, MOUNTS: V32' ABOVE FACE PER ADA COMPLIANCE ELEVATION VIEW 09/01/04 SCALE:3'e1' -0' 60' A.F.F. TO CENTER OP SIGN 1) GC. TO PROVIDE (I) DEDICATED 120 VOLT, 10 AMP CIRCUIT TO POWER SIGN 2) G.C. TO PROVIDE J -BOX IN WALL WITH IN 3' OF SIGN AND TO MAKE FINIAL ELECTRICAL CONNECTIONS 3) GC TO PROVIDE APPROPRIATE (16ga. STEEL OR %' PLYWOOD) BLOCKING BEHIND SIGN 113'- 10'(W) 20'- 9'(I -I) LOBBY MURAL GRAPHICS HOLD eo � I FOR C ow C - OW IIANCE APP S 101 - 9 2001 SIDE 2 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 0325 LEMMA DRIVE SUM 400 LDE CA. KS. e8214 -1695 TEL: 913 -307- -5300 1 FAX 913 -307- -5400 GOY PROJECT FOR: amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W A T SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington §11,1 IMI,' w "wu ISSUE INFORMATION: KEY PLAN: IIIE®IIIIIAL IIIIr1ATIINI Blrrad Woods Ned Dkedor 7913.7442110 c1ie„218 F9132114.10T4 EbesMICIMakcam WI NEMI u aMEu& SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: SHEET TITLE: WAYFINDING DETAILS SHEET NO.: W magi' WF205 RECENED JUL 1 2 2007 DATE: I INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7- 18--06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS ELECTRICAL NOTES: NOTE: REFER TO 1/W100 AND SHEET W101/W102 FOR AMC SIGNAGE LOCATION. 1) INTERNALLY ILLUIMINATED WITH RED GE TETRA LED. 2) 5, 120 VOLT AMP LED POWER SUPPLY REQ. 4 rAECLPS3 (2) POWER SUPPLY FOR EACH LETTER 3) GC. TO MAKE FINAL ELECTRICAL CONNECTION. 4) ALL POWER SUPPLIES ARE TO BE SELF CONTAINED WITHIN INDIVIDUAL LETTERS. J_BD NOTES: 1) MECHANICALLY FASTENED LED AT STOP AND START OF EACH RUN AND 18' ON CENTER OF SIGN. 2) GELCORE LED'S 5 PER FOOT. P -8 (BLACK MATTE) 1) G.C. TO PROVIDE 16ga STEEL BLOCKING IN WALL WHERE NECESSARY 2) G.C. TO PROVIDE (1) DEDICATED 120 VOLT 10 AMP CIRCUIT TO POWER SIGN 3) G.C. TO PROVIDE 10± ELECTRICAL FLEX WHIP EXTENDING FROM WALL BEI -IIND EACH LETTER (3) TOTAL REQUIRED 4) PAINT INTERIOR OF LETTERS WITH P-1 WHITE FINISH 5) .080 ALUMINUM BACKS, .063 ALUMINUM RETURNS, S' LETTER DEPTH, I- IELIARC WELDED CONSTRUCTION. 6) 3/16' SEAMLESS, WHEN POSSIBLE, PLEXIGLAS FACES TO PE ACRYLITE +'218 -0 1) LETTERS TO SE MOUNTED 3/8' Oil OF SURFACE USING NON- FERROUS SPACERS AND FASTENERS. 8) EXTERIOR UL RATED. 9) WITHIN LETTERS, ROWS 0i L.E.D. MODULES. MODULES ARE TO BE 4.5' ON CENTER AND NO LESS THAN 2.5' FROM RETURN. LED.'e TO BE ADHERED TO ALUM. BACK 111/3M V1-113. TAPE AND MECHANICAL FASTENERS. LED. TO BE RED, BIN SERIES 'J' OR HIGHER POWER SUPPLIES ARE TO BE SELF - CONTAINED WITHIN INDIVIDUAL LETTERS. RACEWAYS ARE NOT AN OPTION. G.C. NOTES: 6' AMC EXTERIOR SIGN 6' AMC EXTERIOR S1GNDWG I NOTE: REFER TO 1IW100 AND SHEET Wn01AU'102 FOR AMC SIGNAGE LOCATION. ELECTRICAL NOTES: SCALE: 1/4'=1 1) INTERNALLY ILLUIMINATED WITH RED GE TETRA LED. 2) 5, 120 VOLT AMP LED POWER SUPPLY REQ. .GECLP53 (2) POWER SUPPLY FOR EACH LETTER 3) G.C. TO MAKE FINAL ELECTRICAL CONNECTION. 4) ALL POWER SUPPLIES ARE TO BE SELF CONTAINED WITHIN INDIVIDUAL LETTERS. LED NOTES: I) MECHANICALLY FASTENED LED AT STOP AND START OF EACH RUN AND 18' ON CENTER OF SIGN. 2) GELCORE LED'S 5 PER FOOT. GC. NOTES: P -S (SLACK MATTE) 1) G.C. TO PROVIDE MOUNTING BLADES AND BRACKETS IN WALL. 2) GC. TO PROVIDE (1) DEDICATED 120 VOLT 10 AMP CIRCUIT TO POWER SIGN 3) G.C. TO PROVIDE 10± ELECTRICAL FLEX WI-11p EXTENDING FROM WALL BEHIND EACH LETTER (3) TOTAL REQUIRED 4) PAINT INTERIOR OF LETTERS WIN P -1 WHITE FINISH 5) DSO ALUMINUM BAC(.S, .063 ALUMINUM RETURNS, 8' LETTER DEPTH, WELIARC WELDED CONSTRUCTION. 6) 3/16' SEAMLESS, WHEN POSSIBLE, PLEXIGLAS FACES TO EE ACRYLITE '215 -0 1) LETTERS TO BE MOUNTED 3/8' OFF OF SURFACE USING NON- FERROUS SPACERS AND FASTENERS. 8) EXTERIOR UL RATED. 9) WITHIN LETTERS, ROWS OF L.E.D. MODULES. MODULES ARE TO SE 45' ON CENTER AND NO LESS THAN 2.5' FROM RETURN. LE.D.'s TO Be ADHERED TO ALUM. BACK W/3M VHB. TAPE AND MECHANICAL FASTENERS. LE.D.'s TO BE RED, BIN SERIES 'J' OR HIGHER. POWER SUPPLIES ARE TO SE SELF- CONTAINED WITHIN INDIVIDUAL LETTERS. RACEWAYS ARE NOT AN OPTION. 8' AMC EXTERIOR SIGN.DU SCALE: 1/4'.1'-0' 2 1/2' MIN. 2 I/2' MIN. 8' AMC EXTERIOR SIGN ABOVE STOREFRONT 1 3/8' RED ACRYLITE 3/8' RED ACRYL ITE SIDE PAINTED P -S, MATTE BLACK FACE OF BUILDING 4 1/2' CE TO CE TYP. 4 1/2' TO TYP. PAINT INT. OF LETTERS W/ P -1 'WHITE' MP+N202 SECTION D -D SCALE: NOT TO SCALE PAINT INT. OP LETTERS W/ P -1 'WHITE' MP SECTION D -D SCALE: 3` =1 -0' 2' JEWELITE TRIM CAP, PAINTED (P -8), TYP. SIDE PAINTED P -S, MATTE BLACK FACE OF BUILDING EZJ 2' ALUM. RETAINER TRIM CAP, PAINTED (P -8), TYP. 3/5' l LED MECHANICALLY FASTENED + 15' ON C. AND ENDS ir P -8 (BLACK MATTE) 21 VARIES LED MECHANICALLY FASTENED 6 15' ON CE. AND ENDS r — P -8 (SLACK MATTE) 23 NOTE: REFER TO 1/111100 AND SHEET W'10IIW"102 FOR AMC SIGNAGE LOCATION. ELECTRICAL NOTES: 1) INTERNALLY ILLUMINATED WITH RED GE TETRA LED. 2) 5, 120 VOLT AMP LED POWER SUPPLY REQ +rsECLPS3 (2) POWER SUPPLY FOR EACH LETTER 3) GC. TO MAKE FINAL ELECTRICAL CONNECTION. 4) ALL POWER SUPPLIES ARE TO 15E SELF CONTAINED WITHIN INDIVIDUAL LETTERS LED NOTES: 1) MECHANICALLY FASTENED LED AT STOP AND START OF EACH RUN AND 15' ON CENTER OF SIGN. 2) GELCORE LED'S 5 PER FOOT. G.C. NOTES: P -S (BLACK MATTE) 1) G.C. TO PROVIDE 16ga STEEL BLOCKING N WALL WHERE NECESSARY 2) G.C. TO PROVIDE (I) DEDICATED 120 VOLT 10 AMP CIRCUIT TO POWER SIGN 3) G.C. TO PROVIDE 10' ELECTRICAL FLEX WHIP EXTENDING FROM WALL SEHIND EACH LETTER (3) TOTAL REQUIRED 4) PAINT INTERIOR OF LETTERS P -1 WHITE .050 ALUMINUM BACKS, .063 ALUMINUM RETURNS, 8' LETTER DEPTH, HELIARC WELDED CONSTRUCTION. 6) We SEAMLESS, WHEN POSSIBLE, FACES TO BE ACRYLITE 4 215 -0 "I) LETTERS TO BE MOUNTED Fs' OFF OF SURFACE USING NON- FERROUS SPACERS AND FASTENERS. 8) SIGN MUST BE EXTERIOR UL RATED. 9) ROWS OF LED. MODULES. MODULES ARE TO SE 4 ON CENTER AND NO LESS THAN 2 X" FROM RETURN. LE.D. a TO BE ADHERED TO ALUM. BACK W/3M VHB. TAPE AND MECHANICAL FASTENERS. L.E.D.'s TO BE RED, SIN SERIES 'J' OR HIGHER. POWER SUPPLIES ARE TO BE SELF- CONTAINED WITHIN INDIVIDUAL LETTERS 10' AMC EXTERIOR SIGN APPLY GRAVOTAC TO ACRYLIC, RUN THROUGH ROUTER AFFECTING SMALL V- GROOVE, REMOVE EXCESS 4 RUN SIGN THROUGH HIGH PRESSURE ROLLERS. 4 8 X 15' PAN HEAD TRI- WING TAMPER PROOF SCREWS, PANTS P -5 1/32' BLACK GRAVOTAC, NEUTRA TEXT BOLD ALT, CAP HT: 1/8' 1/4' SLACK •2025 ACRYLIC 1 /8' NON GLARE ACRYLITE, PAINT 2ND SURFACE P -5 CLEAR ACRYLIC BEADS, MOUNTED .0312' ABOVE FACE PER ADA COMPLIANCE (GRADE 2 BRAILLE, SHOWN FOR PLACEMENT ONLY) CLEAR ACRYLIC BEADS, MOUNTED 1/32' ABOVE FACE PER ADA COMPLIANCE (BRAILLE SHOWN FOR PLACEMENT ONLY) RESTROON A.D.A PLAQUES RESTRM ADA DRDWG I 09/01/04 4 1/4' MN. ACRYLITE 218 -0 (TYPICAL) ELJ 1/4' BLACK *2025 ACRYLIC 1/32' BLACK GRAVOTAC, NEUTRA TEXT BOLD ALT, CAP HT: 1/5', GRAVOTAC ADHESIVE MOUNTED. 4 1/4' TO TYP. RED 5. ELEVATION VIEW SIDE PAINTED P -8, MATTE BLACK SCALE: 3' =1' -0' PAINT INT. OF LETTERS W/ P -1 'WHITE' MP*N202 SECTION D -D SCALE: NOT TO SCALE 4 5X1.S' PAN MEAD TRI -WING TAMPER PROFF SCREW PANTS P -5 1 /8' NON -GLARE ACRYLITE PAINT 2ND SURFACE P -5 I 2' ALUM. RETAINER PAINTED (P -8), TYP. I' -1a' 3/8' LED MECHANICALLY FASTENED 15' ON C , AND ENDS P -8 (SLACK MATTE) i 20 EN •• 0 11_. T 61 A. ELEVATION VIEW TYPICAL SIDE VIEW APPLY GRAVOTAC TO ACRYLIC, RUN THROUGH ROUTER AFFECTING SMALL V- GROOVE, REMOVE EXCESS 4 RUN SIGN THROU HIGH PRESSURE ROLLERS. .8 X 15' PAN HEAD TRI -WING TAMPER PROOF SCREWS, PAINTS P -5 1/32' SLACK GRAVOTAC, NEUTRA TEXT BOLD ALT, CAP HT: 13/16' 60' AFF. TO CENTER OF SIGN 1/4' BLACK 4 2025 ACRYLIC TYPICAL SIDE vIEUJ 1/8' NON GLARE ACRYLITE, PAINT 2ND SURFACE P -5 CLEAR ACRYLIC BEADS, MOUNTED 1/32' ABOVE FACE PER ADA COMPLIANCE (BRAILLE SHOWN FOR PLACEMENT ONLY) 60' A.F.F. TO CENTER OF SIGN LPG°-aLMI u LAY EsTRoo 0 r • NOTES: 1) MOUNT 4' EDGE OF 60' SIGN REP C. ELEVATION VIEW MAX. FROM DOOR MOUNT TO CENTER OF 2/W801 DD 60' APP. TO CENTER OF SIGN TYPICAL SIDE VIEW REVIEWED FOR CODE COMPLIANCE APPROV NOV - 9 2.N1 Oty Of Tukwila ILDING DIVISION ist -re• Archlte J . to • ve., San Jacurto, C p •ne: 911.925 1Fax: 561.925.0244 SEAL: in 'en Trolutm PROJECT FOR: PROJECT NAME: KEY PLAN: SHEET TITLE: in WAYFINDING DETAILS SHEET NO.: an 3l fforn.a 92533 -53 8 Ema4 stic@snancton' EVIN DEA TROUTMA STATE OF WASHINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 1ENExA DRIVE SUITE 400 LENEXA, KS. 66214 -1595 la: 913-307-5300 FAX: 913 -307 -5400 MEB WWW.14ENDERSONENSINEERS.COM umc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES W A T atrieki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington 91.71 !Pi ,nuomaW ISSUE INFORMATION: ® ®I■ENSIINAL INNSIATISU$ Mid Woods Project Mentor T913.7442110 manna FELIKI074 EtecolsOdkinsca 80 MENU= OrdWOrt uniairmi Nrrrlam SHEET INFORMATION: `I 9 PROJECT NO.: 223 - 383 -05 SCALE: WF206 co RECENED JUL 12 2007 DATE: NOTES= D COPY IS V -4 FROSTED CRYSTAL 2) MOW I-10 IZONTALLY CENTERED ON BACK AUDITORIUM EXIT VESTIE3LLE AND ALL EXIT DOORS AS NOTE) 3) MOUNT 60' AFF. TO REGISTRATION LSE OF COPY / ' FEASIBILITY FLOOR PLAN Apr '1328 FEASIBILITY FLOOR PLAN 1/2' WHITE ACRYLIC 30% TENANT PLANS - - II — 50% TENANT PLANS 7- -18 -06 EXISTING WALL *2ID25 1/ 2' BLAC ACR1'L (G 3/16' TH READED ROD W/ 1/2' NYLON SPAC PA P -8 (BLACK) FOR WALL ATTACHMENT, TYP. AS SHOWN AND CEI tr ED FROM Lkt- I TO RIGHT ON DOOR 1- -15 -07 gmERgB To OF SIGN - EMI-. J 1/2' EMERGENCY -EXIT -VINYL 15 NUMBERS - COPY- -SECTION 7 5CALE:1 /4' =1' -0' ! I SCALE:3' =1' -0' I TROUGH BY G.C. 2 • NOTES: I) NUMBERS ARE 1/2' WHITE *1328 ACRYLIC SACK WITH W SLACK ACRYLIC OFFSET 1/2' FROM EDGE OF WHITE ACRYLIC ATTACHED FRONT FACE 2) NUMBERS FONT IS 14' TALL NEUTRA TEXT ALT BOLD ACRYLIC 3) COPY PIN MOUNTS 1/2' FROM WALL FACE 4) ALL FLAT CUT OUT ALCRYLIC LETTERS TO HAVE St'1OOTI4 RETURNS, FREE OF MACHINE MARKS: SIGN FABRICATOR TO SUBMIT SAMPLES PRIOR TO FABRICATION *2025 TO 2' -0 1/4' / lU2IDT 1 1/2" BLACK 2025 + + + + + + + + 2 ++ Op el - I I +t ' ' - 1 rZ XII 1 1/32' SLACK GRAVOTAC 1ST SURFACE � _ i i j 1 + I! iF 1 I I 1 i ` 1/2 WHITE +rT32S ACRYLIC /8' CLEAR LEXAN n 2 4111, ( N(, p L 1 60' AF... Z/l 5 \ ` TO CENTER OF SIGN \ \ \ / / / / \ \ \ / / / E NOTES: 1) MATERIAL: 3M FROSTED CRYSTAL *220 -324, 'T' \ 1 *1328 ACRYLIC �- —� / v \ / v I \ 4. ` \ --- 1 0 1 GAP HT: IS 3', MOUNTS: 1ST SURFACE OF DOOR FROM THE INSIDE, TEXT READS CORRECTLY FROM THE INSIDE LOOKING OUT. 1 /4` -18ga ALUM. CASCADE (GOLD) COIL DRAPERY + + I + + + + ; + + 1/2' WHITE / 2) FONT: NEUTRA TEXT BOLD ALT. 201 P14:800-999-COIL / TYP COIL DRAPERY SECTION 13 AMC CORRIDOR 1 EXIT DOOR ELEV. (TYP) 11 SPECIAL THEATRES g EXIT DOOR VINYL 2 Extzloor VInyl.dwg I SCALE: 3`= I' -0' TI ATRES I, 2, IO, II.D1/46 I SCALE:1 -1/2' = 1' DRAPERY MM/DD/YY I SCALE :1 -1/2'= I X44025IE - 1DWG I SCALE: I /4' =1' - ID' 2 NOTES: 1) ALL COPY IS 1/2' BLACK ACRYLIC W/ 112' WHITE *2025 ACRYLIC APPLIQUE 2) LETTERS ARE S' TALL NEUTRA DISPLAY 1/2' BLACK ACRYLIC , ALT BOLD AND NUMBERS ARE 15' TALL W201 TYP NEUTRA I rx r ALT BOLD kr L O 1 111 0 3) COPY PIN MOUNTS 1/2' FROM I I/4" SOFFIT FACE , _ S I ±� A.) SIGNAGE I/2' WHITE ACRYLIC OVERLAY • • _ _ i f _ I I I 1 0 IN l 1 Ch L01515Y DIRECTIONAL ATTACHED TO FRONT FACE OF ALL BLACK ACRYLIC I U4' 0 0 W j 1/2' BLACK ACRYLIC �. f T'rP II _) LO55Y DIRECTIONAL S IGNAGE 'ENTRY' 'EXIT` 'AMC', FROSTED VINYL, READING AND TYP. AMC LOBBY ENTRY /EXIT" DOOR ELEVATION (REFER TO SHELL ARCHITECT) 9 LOBBY - DIRECTIONAL- SIGNAGE 3 THEATR.E- DIR.DWC I DATE SCALE :1 /2' =1' - 0' X05139- 1E-1.DWG I I SCALE: 1/4' =1' -0' - \ \ \ \ SOFFIT \ --� \ _�� \- NOT5: `` ` — ' ._ . opibd ICI - 9 20 -1-600 fi l G ®� �pt1 BU I�DIO . ....00" I D CO 2•005S f _ r . EDGE OF DRAPERY EDGE OF DRAPERY — POPCORN PCORN DRONKS CANDY M OOVOC NACHOS SOME LUG Oft' GALLED NI<iVOC N ACHOS POPCORN DD ROI KS CANDY 60' -4 1/16` 6P -10' ROUTED, AS SHOWN IN 13 1) 8' TALL 1/2' WHITE ACRYLIC *rI328 W204 -12. REMOVE EXCESS 4 RUN 2) DRAPERY SANDWICHED BETWEEN 3) DRAPERY IS 3/8' -15ga ALUMINUM 4) PONT: 8' NEUTRA DISPLAY SOLD 5) CEILING TROUGH TO EXTEND 12' WITH BLACK GRAVOTAC APPLIED TO FIRST SU PACE, COPY THROUGH HIGH PRESSURE ROLLERS 1/8' CLEAR LEXAN AND COPY (GOLD) COIL BEYOND DRAPERY SIGN 201 MAIN LOBBY COIL DRAPERY 12 DRAPERY.DWG I SCALE: 1/4' =I' -0' BOTTOM OF SOFFIT / TOP OF DRAPERY 2' -9 3/4' 2' -'1 1/8' NOTES: P TO MARKS PRIOR I f f 1) COPY IS 1/2' BLACK ID ACRYLIC MOUNTED 1/2' FROM SOFFIT WALL ACRYLIC "1328 m 4 ' 4' 0 \ \ 4' 4' . 5 1/2' . ,\\ \\.\..\\ \\\������\�.�. 1/2' WHITE 5 1/2` r 3/16' THREADED ROD W/ 1/2' NYLON SPACERS PAINTED P -S (BLACK) FOR WALL ATTACHMENT, TYP. BLACK *'1325 ACRYLIC 2) ALL FLAT CUT OUT ALCRYLIC LETTERS HAVE SMOOTH RETURNS, FREE OF MACHINE a4 �c-•— A - I I �- THEATRE SIGNAGE D ....----- ) 6 B — THEATRE SIGNAGE TR,LE *2025 ACRYLIC TO FABRICATION 3' -S 1/2' 201 1/2' SLACK NEUTRA 3' -) '1/S' DISPLAY BO LD FONTS, CAP HT: 9 ' NEUTRA DISPLAY BOLD 4' I I 4 ' 4' „, I 4' 5 13 EXISTING WALL t 5 1/2' 1/32' BLACK GRAVOTAC ROUTED WITH 45 DEG SIT I cii: S I G N A A D THEATRE S I G N A G \ \ C- THEATRE 1/2' SLACK *2025 ACRYLIC ►� FONT: NEUTRA DISPLAY BOLD I • Y AY BOLD 201 FONTS, CA - . - ' DRAPERY LETTER DETAIL 14 TH I A TR E D I R E C TI 0\ A L SIGNAGE ( 10 DIRECTIONAL SIGNAGE SECTION (TYP) 5 DRAPERYDWG I SCALE:3'. 1' THEATRES SIONASEDN I SCALE: 1 1/2' =1' -0" THEATRE- DIRDWC SCALE: 3' =1' -0' DATE: INFORMATION: 4 - 21 - 05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7- -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1- -15 -07 100% TENANT PLANS SEAL PROJECT FOR: PROJECT NAME: ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: WAYFINDING DETAILS SHEET NO.: 4IsTERED J KEVIN DEA TROUTMAN STATE OF WA. HINGTON CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421-1956 rru ENGINEERS INCORPORATE D 8325 LENEXA DRIVE surlE 400 1 -DEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 WE& VIVAILHENDERSONENGINEERS.001A amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 imo ti 16 THEATRES W SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, Tukwila , Washington 1111111111111 iraaaaa�aaaa as 0 w 8 J Z W tth)268 ( 11 wg - ffillIENSIONAL INNIIATIIN! MY/cods Polled Director T11157412110 C014a61.1YP0 FQ1&&4.1074 E6uoodmsbmm Ilelmlas aaula01rAt Noel= PROJECT NO.: 223- 383 -05 SCALE: RECEIVED WF207 JUL 22°°' ; \; ; LI i American Multi- Cinemas, Inc. 1 / 15/07 FOOD SERVICE EQUIPMENT SCHEDULE: SOUTHCENTER CONCESSION REFRJGERATfON EQUIPMENT SPECIFICATIONS ELECTRICAL PLUMBING ITEM QTY DESCRIPTION MAKE MODEL GENERAL NOTES TYPE VOLTS PH AMPS MROCP KW HP CONN. HT. TO RACEWAY REMARKS TYPE SIZE CONN. HT. REMARKS FC6 2 SHUTTLE PLUS STORAGE SYSTEM - ICE SHUTTLE KLOPPENBERG 2321 MOBILE UNIT IW 3/4" FC I 0 5 SHUTTLE PLUS STORAGE SYSTEM - ICE SHUTTLE KLOPPENBERG 2536 MOBILE UNIT IW 3/4" IB 2 SHUTTLE PLUS STORAGE SYSTEMS - ICE BIN KLOPPENBERG 5P5 -2 IC3 3 ICES MACHINE - 3 FLAVOR LANCER F5D 553 SR. 215/245 1 19 30 18" X CNTRTP GRMT CW 3/8" CW RUN W/ DRINK LINE TUBING BY DRINK LINE INSTALLER IMR 3 REMOTE CONDENSER CORNEILUS CRI 200 208/230 I 2.0 20 REMOTE COND. RE: MEP'S. CIRCUIT BRKR AND MANUAL DISCONNECT REQUIRED IMX 3 ICE MACHINE CORNEILUS XRC 1 230 208/230 I 12.9 20 MANUAL DISCONNECT RE: MEP'S CW 3/8" 90" +/- CW FROM WATER FILTER IW 3/4" TO TRENCH DRAIN RF 3 2 -DR REACH -IN FREEZER TRUE T -49F DR 115 I 13.2 20 3/4 44" NEMA 5 -20P - USE SINGLE RECEPTACLE IF SHOWN NEXT TO ITEM #RR RR 3 2-DR REACH -IN REFRIGERATOR TRUE T-49 DR 115 1 10.6 15 1/2 44" NEMA 5- 15P - USE SINGLE RECEPTACLE IF SHOWN NEXT TO TM #RF UCF G I -DR CTRTOP FREEZER W /GLASS DOOR CARAVEL CIF -45 DR 115 1 3.0 15 1/ I 0 I 0" X UCR 6 I - CTRTOP REFRJG W /GLASS DOOR CARAVEL CIC-60 DR 115 I 3.0 15 1/10 1 0" X WF 3 WATER FILTRATION SYSTEM (DUAL) PUREMARK PF51351 -2 p321-20 I 3) CW 3/4" 25-1/2" TO WATER STUB ON ICE MACH. W/ HINGED 5/5 CONCEALING COVER VIVIAN OF STL CUSTOM PROVIDE, IF VISIBLE TO CUSTOMER COOKING EQUIPMENT SPECIFICATIONS ELECTRICAL PLUMBING ITEM QTY DESCRIPTION MAKE MODEL GENERAL NOTES TYPE VOLTS PH AMPS* MROCP KW HP CONN. HT. TO RACEWAY REMARKS TYPE SIZE CONN. HT. REMARKS GRL 2 2 -SIDED PANINIS GROOVED SURFACE GRILL STAR CG 14 350 DEGREE MAX. TEMP. DR 120 I 7.5 15 1.8 44" NEMA 5- 15P HD I HOT DOG ROLLER GRILL (29-1/2") - SINGLE TIER GOLD MEDAL 8025 MAINTAINS HOT DOGS AT 145 - 155 DEG. DR 120 I 13.8 20 1.65 44" NEMA 5- 15P 11D3 I HOT DOG ROLLER GRILL (2G ") - THREE TIER GOLD MEDAL 8123 MAINTAINS HOT DOGS AT 145 - 155 DEG. DR 120 1 15.0 20 2.2 18" X NEMA 5 -20P /CNTRTP GRMT HDM 2 MINI HOT DOG ROLLER GRILL (13") - SINGLE TIER GOLD MEDAL 8022 MAINTAINS HOT DOGS AT 145 - 155 DEG. DR 120 I 15 .55 18" X NEMA 5- 15P /CNTRTP GRMT PP5 3 POPCORN POPPER (PASS THRU) GOLD MEDAL 2960EDNP (52 OZ.) 5' CABINET - INCLUDES ANSUL SYSTEM 5K 120/208 I 32.7 50 7.84 18" X NEMA 14 -50P/4 WIRE - NON - LOCKING WARMING /DISPENSING/DISPLAY EQUIPMENT SPECIFICATIONS ELECTRICAL PLUMBING ITEM QTY DESCRIPTION MAKE MODEL TYPE VOLTS PH AMPS' MROCP KW HP CONN. HT. TO RACEWAY REMARKS TYPE SIZE CONN. HT. REMARKS B 2 BUTTER TOPPER SYSTEM (DUAL PEDESTAL) GOLD MEDAL 239GADC DR 120 I 2.6 15 .31 I 0" X NEMA 5- 15P BIBP I BAG -IN -BOX WARMER (POPCORN OIL) GOLD MEDAL 2262 DR 120 I 15 0.20 BW 1 BUN WARMER GOLD MEDAL 8019 DR 120 I 5.0 15 0.60 44" NEMA 5- 15P 5W3 1 BUN WARMER GOLD MEDAL 8 1175PL/STAND DR 120 I 2.5 15 0.30 18" X NEMA 5 -15P /CNTRTP GRMT HL 1 WARMING CABINET TRUE TH -23 DR 115 I I 0 20 I.I0 44" NEMA 5 -20P KD 8 CONDIMENT UNITS SERVER SE -SS 07020 ND 1G IN- COUNTER NAPKIN DISPENSER SAN JAMAR 112001-55- 12 PZ2 4 PRETZEL HOLDING DRAWERS WINSTON H1335N2 DR i 20 I 16 20 1.8 18" X NEMA 5 -20P /CNTRTP GRMT PZD 4 PRETZEL DISPLAY CASE (OVER PZ I /FZ2) SNACKWORKS 5 I E DR 120 I 15 I 0 18" X THRU PZ2 CNTRTP GKMT S 16 STRAW DISPENSER (4- I /4" DIA. CUTOUT) BAIN MARIE SB 2 SERVING BAR FOR CONDIMENTS SERVER S13 DI 83830 ST 2 STAGING CABINET (26 "W X 42 °L X 40 "H) GOLD MEDAL 2855 SR 120 I 30 2.87 18" X NEMA 5 -30P /CNTRTP GRMT 5T3 2 STAGING CABINET (26"W X 36 "L X 40 "11) GOLD MEDAL 2855MOD SR 120 I 30 2.87 18" X NEMA 5 -3OP /CNTRTP GRMT BEVERAGE DISPENSING EQUIPMENT SPECIFICATIONS ELECTRICAL PLUMBING ITEM QTY DESGPJPTION MAKE MODEL GENEML NOTES TYPE VOLTS PH AMPS' MROCP KW HP CONN. HT. TO RACEWAY REMARKS TYPE SIZE CONK. HT. REMARKS 6V 1 SODA DISPENSER - 6 VALVE MULTIPLEX T 1 000/ 12GLDP (009 1 2650 DR ! 20 I 2.0 15 10" X IW 3/4" 34" TQ TRENCH DRAIN 1 OV 2 SODA DISPENSER/PASS THRU - 10 VALVE VIVIAN OF STL CUSTOM DR 120 I 2,0 15 18" X IW 3/4" 36" TO TRENCH DRAIN 505 3 WATER BOOSTER PUMP MULTIPLEX WBKI 0 (002 1 5639) (2) SHOWN FOR "• : DR 120 1 5.6 15 1/3 48" -54" 50C 3 COMPR> =55OR MULTIPLE( APH3 (00214970) (2) SHOWN FOR POSSI5LE FUTURE USE. RUN ELECTRIC. DR 120 1 6.0 15 !/4 48 " - 54" 501 3 WATER FILTRATION SYSTEM (DUAL) PUREMARK PFS5SI - 2 (2) SHOWN FOR POSSIBLE FUTURE CW 2° 80 " -82" TO DRINK RM W/ 3/4" DROPS TO EA. UNIT 50M 3 POST -MIX REFRIGERATION UNIT MULTIPLEX 50MR04 (55905051) (2) SHOWN FOR POSSIBLE FUTUU USE. RUN ELECTRIC. JBOX 120- 208/230 3 25.2 30 2.2 8D " -82" 4 WIRE CW I/2" 30" IW 314" 6" TO TRENCH DRAIN 50R 3 REMOTE CONDENSOR MULTIPLE( 00904814 (2) SHOWN FOR F'OSSIDLE FUTURE USE. RUN LINE SETS. JBOX 230 1 2.5 POWER PROVIDED FROM 50M VIA 2 CONDUTORS !N CONDUIT MSS 3 MULTIPLE( SUPPORT STAND MULTIPLEX 4450 (004450 12) (2) SHOWN FOR - • : SINKS AND WAREWASHING EQUIPMENT SPECIFICATIONS ELECTRICAL _ PLUMBING ITEM QTY DESCRIPTION MAKE MODEL TYPE VOLTS PH AMPS' MROGP KW HP GONN. HT. TO RP,CEWAY REMARKS TYPE SIZE CONN. HT. REMARKS SK I COUNTER MOUNTED HAND SINK ELKAY PSR 15 17 PROVIDED ; OF HCW I I2" 16" BRANCH TO CONNECTION @ 36" DW I -I /2" 18" 3SK I 3- COMPARTMENT SINK (87 ") W/ LR DRA(NBOARD5 GC BASE BID •r HCW I /2" 16" BRANCH TO CONNECTION @ 34" DW 1 -I /2" 18" SHELVING/TABLE EQUIPMENT SPECIFICATIONS GENERAL NOTES • ELECTRICAL " - KW HP CONN. HT. TO RACEWAY REMARKS TYPE P LUMBING SIZE CONN. HT. ____ FQR I �MA�c Wj pL.114 L-c 1 ITEM QTY DESCRIPTION MAKE MODEL DUN3 9 DUNNAGE RACK (30" X 48 ") NEW AGE 4027 1 4 gg R 011548 El OVERHEAD SHELVING (14" X 48 ") TECHNIBILT T 144CH _ .IIIII_-_ MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII __ MIMI 1 -. , n Inns 1 III IIIIIII MMMIMIIIIIIIIII �. � T ` �TNf� [VISION 548 7 FLOOR MOUN1TED STORAGE SHELVES (24' X 48") TEO 457CH/A457CH .111 560 12 FLOOR MOUNTED STORAGE SHELVES (24" X GO ") TECHNIBILT 467CH /A4G7CH 11111111111111111 11101111M11 -- 5511 20 SOFFIT SHELVING (14" X 36") TECHNIBILT T.DMB I 4PW-DURA SEAL WMO 2 WALL MOUNTED OVERSHELVES (18" X 36") EAGLE WAL-2-1836 MOUNT @ 5 A f f : ::; -• 7 WORK i rar MISCELLANEOUS EQUIPMENT " • ELECTRICAL PLUMBING ITEM QTY DESCRIPTION MAKE MODEL GENERAL NOTES TYPE VOLTS P1 AMPS* MROCP KW HP CONN. IIT. TO RACEWAY REMARKS TYPE SIZE CONN. IIT. UMARK5 "• CASH REGISTER RADIANT - 400 r I 20 r CASH DRAWER L I ; I ' ; ' r DR 120 r CO2 2 SURFACE MOM FILL BOX MVE 9722279 REFER TO ARCH/MEP DWG5 FOR LOCATION AND FURTHER INFO. INSTALLED WITH HIGH PRESSURE BACK UP UNIT AND CHAINED SECURELY TO • : 2 CO2 BULK SYSTEM TANKS MVE CARBO-MAX r • CMS I CHEMICAL STATION NMC BLEND SAFE FROM •- SINK CSC 2 CANDY • -i ►■ VIVIAN OF DC G CANDY DISPLAY VIVIAN • r I 20 I 5 TO : r DE5 2 DRY ERASE BOARD (SURFACE MOUNTED) STRATEGIC ORT7553 W/ (2) SAN8305G OfCI DMI3 17 DIGITAL BOARDS i • "r - i • AID (SURFACE • / TM-T-88111 OFCI REFER TO ARCH/MEP DWGS FOR LOCATION DR 120 ' 0 FS PR 2 12 FLOOR SINK TUBE RECEIPT PRINTER GC BASE131D GC BASE BID EPSON PWS I PRESSURE WASH STATION ( I 000 PSI) NMC CD- I 002-0MUC DR 120 I 12.5 15 I -1/2 GFCI OUTLET/CTRTP G KMT 111/ 1 r Mir illiiNIT' ' __ SAF I i . 1F JNWhOM I FLOOR MOUNFTED SAFE BY OWNER OFCI N III ! I GfCI OUTLET : METROLOGIC M53580 • r OUTLET/CTRTP GRMT r TRASH RECEPTACLE (5" DIAMETER CUTOUT) RUBBERMAID , • TRASH CANS • r BARS) - .-_-_ TD 5 TROUGH DRAIN GC BASE BID REFER TO ARCH /MEP DWGS FOR LOCATION UCC 12 UNDER COUNTER CANDY CART VIVIAN OF STL WATER HEATER GC BASE BID REFER TO ARCH /MEP DWGS FOR LOCATION WHP I WATER HEATER PLATFORM GC BASE BID SPECS AND FURTHER INFO. AMPS* - AMPERAGE REFERS TO DRAW/ELECTRICAL RATING GENERAL NOTE: THE CONCESSION DRAWINGS ARE MEANT TO BE PART OF AN INTEGRATED PACKAGE OF DRAWINGS AND ARE TO BE USED TO ESTABLISH EQUIPMENT LOCATIONS ONLY. NO ARCHITECTURAL INFORMATION OR ENGINEERING IS IMPLIED OR ASSUMED. EQUIPMENT SCHEDULE ABBREVIATIONS CW = COLD WATER DR = DUPLEX RECEPTACLE DW = DIRECT WASTE GC BASE BID = WORK PEFORMED BY GENERAL CONTRACTOR, RE: ARCH /MEP DWGS HCW = HOT /COLD WATER I = HOT WATER FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR 1W = INDIRECT WASTE UNLESS NOTED - SEE J BOX - JUNCTION BOX (HARD WIRED) EQUIPMENT SCHEDULE MROCP = MINIMUM REQUIRED OPERATING CIRCUIT PROTECTION (I.E. SUGGESTED BREAKER SIZING) OFCI = OWNER FURNISHED CONTRACTOR INSTALLED SR = SIMPLEX RECEPTACLE TD = TRENCH (TROUGH) DRAIN Ua 0 0 REVISION: JOB NO. Q U. SHEET NUMBER: Fitt. - �VtLi w z w U 2 H O I N LC) DATE: 1/15/07 DRAWN BY: DMH /DJB FILE NAME: 06AMC- --SOUT "L " "" Bill 100% SOUT SIDE WA11_ MUST 2" MINIMUM BEYOND FRONT Euee OF COUNTERTOP. 6' - MIN. TO FINISHED OPENING 5' - 5" MIN. TO FINISH PACE BETWEEN CURB5 n_r�uhIn - . In . , rIuIuUhIri IunwI IWumIInIrIlE rtuu .1 au •...:.�— n- uura.inawu �a , CONCESSION NC E: 10\ SUPPORT 343 I a ll V1 Op in EY � r iliiE� iii VII OW Ila aiut11 aaaaaaaaia GENERAL NOTE: THE CONCESSION DRAWINGS ARE MEANT TO BE PART OF AN INTEGRATED PACKAGE OF DRAWINGS AND ARE TO BE USED TO ESTABLISH EQUIPMENT LOCATIONS ONLY. NO ARCHITECTURAL INFORMATION OR. ENGINEERING I5 IMPLIED OR ASSUMED. EQUIPMENT SCHEDULE ABBREVIATIONS: CW = COLD WATER DR = DUPLEX RECEPTACLE DW = DIRECT WASTE GC BASE BID = WORK DEFORMED BY GENERAL CONTRACTOR, RE: ARCH /MEP DWGS HCW = HOT /COLD WATER HW = HOT WATER KEYED NOTES: I. FF6E INSTALLER TO PROVIDE HIGH PRESSURE BACK UP EMERGENCY SYSTEM. TO BE CHAINED SECURELY TO WALL. 5. FLOOR SINK BY GG. SHOWN ON F OOD SERVICE PLANS, FOR DICE ONLY. 5. TRENCH DRAINS 5Y G. SHOWN ON F SERVICE PLANS FOR REFERENCE ONLY. TO FINISHED OPENING 5' -5" MIN. TO FINISH FACE BETWEEN CURBS IW = INDIRECT WASTE J BOX - JUNCTION BOX (HARD WIRED) MROCP = MINIMUM REQUIRED OPERATING CIRCUIT PROTECTION (I.E. SUGGESTED BREAKER SIZING) OFCI = OWNER FURNISHED CONTRACTOR INSTALLED SR = SIMPLEX RECEPTACLE TD = TRENCH (TROUGH) DRAIN REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 FOR REFERENCE ONLY ALL EQUIPMENT SHO BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE INTERNIRING LECTRI WNTILATOR, FIRE PROTECTION, HASTE ECAL OUGH-IN NOTS RE DISPOSAL, AO REMOTE REFRIGERATION. SINGLE RECEPTACLE AT MALL BY G.G. FOR REFERENCE ONLY ALL EQUIPMENT SHOW BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE L SERVICES SHOWN RELATE TO FOOD SERVICE EQUIPMENT D) PROVISION OF ALL EXPOSED HARDWARE AND FIXTURE:5 STG BRANCH TO CONNECTION POINT(S) d) SINGLE RECEPTACLE AT RAGENA'r REQUIREMENTS ONLY AND SHOW ONLY THE POINT OF TO I3E WATERPROOF AND MADE OF CHROME, STAINLESS BY AMG FF4 E VENDOR CONNECTION. STEM, OR OTHER CORROSION RESISTANT MATERIAL V VOLTS 2. GONVBIENGE RECEPTACLES, SNITCHES, CLOCK CUTLET% E) PROVISION OF GROUND FAULT PROTECTOR BREAKERS AS TELEPHONE OUTLETS AND COMPUTER CONDUITS, 14 //\G, LIGHTING REQUIRED. KYNI KILONATTS AND OTHER POKER REQUIREMENTS ARE NOT INCLUDED IN THESE DRAKINGS. F) EMPTY CONDUITS FOR CONTROL/ COMPUTER HIRING HP HORSEPONER. AS REQUIRED. 3. EQUIPMENT ouTLET OR ELECTRICAL REQUIREMENTS ARE DESIGNED FOR 1201205, ROO RAGENAY" CONVENIENCE 5 PHASE, 4 HIRE, 60hz. 6) ALL ELECTRICAL WORK HITHIN FABRICATED EQUIPMENT CONVENIENCE OUTLET @ XX" A.E.E. HILL BE BY THE SUPPLIER, READY FOR FINAL, 4. BASE BLDG. FLFGTRICA_ GORTRAGTORI5 RESPONSIBLE FOR SINGLE POINT GONNEGTION, UNLESS OTHERWISE <> JUNCTION BOX NOTED A) ALL HIRINGS, FITTINGS AND LABOR UP TO AND -I *' - N INCLUDING FINAL COWECTION5 OF ALL HARD H) UNLESS OTHERWISE NOTED, SEE ELECTRICAL DRAWINGS JUNCTION BOX AT ALL BY G.G. HIRED MI5. FOR MOUNTING HEIGHTS. di) I T L / DUPLEX RECEPTACLE AT HALL BY G.C. DUPLEX REGEFTACLE BY AMG FF4E VENDOR DUPLEX REGEFIAGLE TAG INDICATING EQUIPMENT TO BE CONNECTED TO EACH RECEPTACLE. ELECTRICAL TAG INDICATING EQUIPMENT TO DE CONNECTED. LTA nv is (81( I I I 299 !MEM SEATS I I I I I I I 1 .m II it • 1 I I I I t 299 SEATS I C� I , . IEFA:NRc E CO APPROVED NOV - 9 20[17 . City Of Tukvina B ILDIN DM ION I. . / / — co _>.. ;`) 0 0 z 0 u) —1 0 70 . , / . ' CC Z Z 0 / • . pnoa � I I I PROJECT 1 erne AMC TUK .. .. „ :, 6 ( ;( )h( j SUPPO:?T •\ 8 I JAN ,... ''''' .. ''' : ' -:-.:, '' . Qx. '' Elm._ 1:- ' rz: ''' — EL. -: _ ... '-::::- :ff::::•.. ' .." .,. - ' .:1•.-' '''' li : ..- : ' :: -......v. = .11.1PITA=7::::::;, -• ''''' ;;Z:Z;IFll '- N-,._) ' 4... '''' -_ ,,- —....... - 340 1 .: -..... , --- -- - - - I RI LI . Lt. § 4 4 2 ° - - - — SECURE 1 1 L-=— — E a -411 - § STORA _ -- „, F — 7 ,' —= - ."7 ---- --■1 II \ / 11 Y 2'-6 5 1 - - - I \ / II II \ / 11 I II II-9° • 2i-,7% i'--9" 12C0 IWO I I 1, ;7=1111111111 I I I_ _I wii : In: U_I p_ . 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FOR REFERENCE ONLY BY AMC FRE VENDOR UNLESS NOTED - SEE EQUIPMEN1 SCHEDULE PLUMBING ROUGI -IN NOTES PLUMBING LEGEND I . SERVICES SHOWN RELATE TO FOOD SERVICE EQUIPMENT ° COLD WATER CONNECTION REQUIREMENTS ONLY AND SHOW ONLY THE POINT OF CONNECTION. (FOR. LOCATION ONLY) • HOT WATER CONNECTION 2. SEE ARCHITECTURAL AND /OR ENGINEERING DRAWINGS FOR • INDIRECT DRAIN CONNECTION ADDITIONAL REQUIREMENTS. 0 DI RECT DRAIN CONNECTION X GA5 CONNECTION 0 FUNNEL FLOOR DRAIN n FLOOR SINK w .. I I I I I I I ............... I I I I I ■ I 1 I I I I 299 SEATS I I I I 1 I E ... mi s .. s s T 299 SEATS I 1 I I 1 I I I x —1 ME .. - M 11 CO OC U..I I I I l I i I I . I I I I W I / f / / _. REVIBNED FoR CpDE C�� P�NCE APPR OVED 2001 NpV - � City Of Tuiwila ILDING DIVISION { B / .. r� L I I III I ! I I I ! • : - .- . 1 -- - ....... ........._.._.._... ........ -.._. ._iti._ ... .. ...r �- w..r ..... "...._.. _ - x ..._.- ...- ._...._.__... �� ......... - ......_. 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STATIONS ONLY) INTEGRAL PORTION OF CASEWORK - REMOVABLE FOR CLEANING 4 -0" RACEWAY 4 1_" RACEWAY 4-0" RACEWAY ❑ 4 -0" RACEWAY 8 -0" 8' -0" 1 L 8' -0" &ACEWA4WR M6D RACEWAY RACEWAY RACEWAY 4' -O" RACEWAY 8 1_ 0 11 4 1 - /"" CLEAR 341 4 ' -0 11 RACEWAY 81 RACEWAY Ur TO RACEWAY 2' EXP. CONN. 4 1_ 0 11 RACEWAY 4 1 -0 11 RACEWAY 8 -0" RACEWAY I 9. OF PA.S. STATI LINE OF SIDE WALL (BEYOND 4 1 -0 11 RACEWAY ° 4-0" RACEWAY 8' -0" 95-1 RACEWAY 2u .1I SECTION @ WING WALL POR ROUGh -1 N5 SCALE: I - I /2" = 1 ' -0" 4 1 -0 11 RACEWAY 4 1 -0'1 21 -011 RACEWAY UTIL CH SE 3' -2" MIN. V.I .F. 8' -0 RACEWAY CONCESSION CASEWORK TO B INSTALLED AT PP 8 E FIT OUT 2' 3 1 /S" F R OR I � 5 SODA LINES/FUNS S N6 2' 0 1/2" J ROUGH -IN 2 DIA. DATA LINE: CONDUIT ROUGH-IN 2" DIA. ELECTRICAL CONDUIT ELECTRICAL RACEWAY 511 X 3 -3/4 "H @ SIDE WALL 5 + /- ELEVATION AT MID --BAR 5CALE: 1 /4" = I ' -0" FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE ELECTRICAL PANEL, SEE ELECTRICAL PLAN FOR LOCATIONS FRONT EDGE OP TROUGH DRAIN TROUGH DRAIN C =J1 I p L — J 4 1 -0 11 1 -0 11 2 1 -0 11 RACEWAY P R MO[ ACEWA' A RACEWAY PLAN /CONNECTIONS SCALE: 3/8" = ILO" ELEVATION AT FRONT COUNTER SCALE: I /4" = I ' -0" RE C CODE OMPLIAN APPROVED a1 nU q 20 n ARD T sopPI A D DIIGITAI- Ne a ac. REt alzaa �DWGS Fc FuzTl BZ tFO. kwila IVISIO w U_ cc w 0 0 cn J Q H W z DD co cf z O U w z z O U r w U Q z O F— JOB NO. REVISION: Li CC w F— z w U S cc O 1 CV LC) CD LC) LC7 T CD CO 7X LLI C\I C1! C V N- CO T DATE: 1/15/07 100% SO UT DRAWN BY: DMH /DJB FILE NAME: 06AMC —BOUT SHEET NUMBER: RECENED ,UL, 2 2001 B115 r — - I II L _-- - _IL_ r— -1 II _1 r — � - - 1 II L_J r - - -1 I II L --_._J r - - - 1 II L_J r - - -1 �I L- -._._J r ---- -1 II L- --...J r - - -1 II L_ _J r - - - .1 II L_..-. - -J r - -`1 II L_ _J r - - -1 11 L_.-. —_.J r -- L_ -1 I1 _I f - - -1 II L_ _I r - - -1 II L__ _1 r - - -1 II L - - -. J 1 - - 1 — 7 II L - - -J E — — 7 II L__ - -1 1 — II L_-. - -1 r` - - 1 II L.__ _1 r - - - 1 L_.._ - - r — -1 _ J . .W. TYPICAL T7PI - 13:= o t r r � 5B KD r 1 - -19 _ _ _ _ 6V , , _ B- KD s 1 1 KD r 1 Y r -e : G PRIV •• C ; ; !L C PRPR ■ C ; , C L PRPR ■■ C - ; C Lc PRPR �■ C ; ; C L.. PRPR C -. C , 1 .r Y I I — ■ Nj. o IL— �J — JI - 1 .1 1 1 — f — 1-1)M M 1 L'J \' %�A1 \ I = J I I o �f,5:4 \j 1 ill mango f�- z1 ra T r L_ —`, 1 r 1 r r ., ,, 1 1 1 -7 L_- - _ 1 1 l l l t 1 1 1 1 D 4 UM= �1 i i■i I- -- - -_ f -! 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STATI LINE OF SIDE WALL (BEYOND 4 1 -0 11 RACEWAY ° 4-0" RACEWAY 8' -0" 95-1 RACEWAY 2u .1I SECTION @ WING WALL POR ROUGh -1 N5 SCALE: I - I /2" = 1 ' -0" 4 1 -0 11 RACEWAY 4 1 -0'1 21 -011 RACEWAY UTIL CH SE 3' -2" MIN. V.I .F. 8' -0 RACEWAY CONCESSION CASEWORK TO B INSTALLED AT PP 8 E FIT OUT 2' 3 1 /S" F R OR I � 5 SODA LINES/FUNS S N6 2' 0 1/2" J ROUGH -IN 2 DIA. DATA LINE: CONDUIT ROUGH-IN 2" DIA. ELECTRICAL CONDUIT ELECTRICAL RACEWAY 511 X 3 -3/4 "H @ SIDE WALL 5 + /- ELEVATION AT MID --BAR 5CALE: 1 /4" = I ' -0" FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE ELECTRICAL PANEL, SEE ELECTRICAL PLAN FOR LOCATIONS FRONT EDGE OP TROUGH DRAIN TROUGH DRAIN C =J1 I p L — J 4 1 -0 11 1 -0 11 2 1 -0 11 RACEWAY P R MO[ ACEWA' A RACEWAY PLAN /CONNECTIONS SCALE: 3/8" = ILO" ELEVATION AT FRONT COUNTER SCALE: I /4" = I ' -0" RE C CODE OMPLIAN APPROVED a1 nU q 20 n ARD T sopPI A D DIIGITAI- Ne a ac. REt alzaa �DWGS Fc FuzTl BZ tFO. kwila IVISIO w U_ cc w 0 0 cn J Q H W z DD co cf z O U w z z O U r w U Q z O F— JOB NO. REVISION: Li CC w F— z w U S cc O 1 CV LC) CD LC) LC7 T CD CO 7X LLI C\I C1! C V N- CO T DATE: 1/15/07 100% SO UT DRAWN BY: DMH /DJB FILE NAME: 06AMC —BOUT SHEET NUMBER: RECENED ,UL, 2 2001 B115 r — - I II L _-- - _IL_ r— -1 II _1 r — � - - 1 II L_J r — - II L_ _J r L — —all-- II —_.I _ II L - --J r — 7 II L - - -J r —_ -1 II L__ _ —J r.� -1 I I L.__- -J r — L— — 11 - II _IL_ te._-71-- II _1 L -- — II -J r ——i if II L - -_J r— L - II - -J r — `i II L - --J r — L - - 1 II -__IL_ r — -1 _ J . .W. W OfTI B 'WIN C P20 0 , , -_ PP5 I 1 _ ^ I I I 1 1 I I D � oagn400 4 TL 1 p y oo 1 1 f 1-1)M M 1 L'J \' %�A1 \ I = J I I o �f,5:4 \j 1 ill mango T r L_ —`, 1 r 1 r r ., ,, 1 1 1 -7 L_- - _ 1 1 l l l t 1 1 1 1 D , 1 l 1 i i■i I- -- - -_ f -! 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STATI LINE OF SIDE WALL (BEYOND 4 1 -0 11 RACEWAY ° 4-0" RACEWAY 8' -0" 95-1 RACEWAY 2u .1I SECTION @ WING WALL POR ROUGh -1 N5 SCALE: I - I /2" = 1 ' -0" 4 1 -0 11 RACEWAY 4 1 -0'1 21 -011 RACEWAY UTIL CH SE 3' -2" MIN. V.I .F. 8' -0 RACEWAY CONCESSION CASEWORK TO B INSTALLED AT PP 8 E FIT OUT 2' 3 1 /S" F R OR I � 5 SODA LINES/FUNS S N6 2' 0 1/2" J ROUGH -IN 2 DIA. DATA LINE: CONDUIT ROUGH-IN 2" DIA. ELECTRICAL CONDUIT ELECTRICAL RACEWAY 511 X 3 -3/4 "H @ SIDE WALL 5 + /- ELEVATION AT MID --BAR 5CALE: 1 /4" = I ' -0" FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE ELECTRICAL PANEL, SEE ELECTRICAL PLAN FOR LOCATIONS FRONT EDGE OP TROUGH DRAIN TROUGH DRAIN C =J1 I p L — J 4 1 -0 11 1 -0 11 2 1 -0 11 RACEWAY P R MO[ ACEWA' A RACEWAY PLAN /CONNECTIONS SCALE: 3/8" = ILO" ELEVATION AT FRONT COUNTER SCALE: I /4" = I ' -0" RE C CODE OMPLIAN APPROVED a1 nU q 20 n ARD T sopPI A D DIIGITAI- Ne a ac. REt alzaa �DWGS Fc FuzTl BZ tFO. kwila IVISIO w U_ cc w 0 0 cn J Q H W z DD co cf z O U w z z O U r w U Q z O F— JOB NO. REVISION: Li CC w F— z w U S cc O 1 CV LC) CD LC) LC7 T CD CO 7X LLI C\I C1! C V N- CO T DATE: 1/15/07 100% SO UT DRAWN BY: DMH /DJB FILE NAME: 06AMC —BOUT SHEET NUMBER: RECENED ,UL, 2 2001 B115 FOR REFERENCE ONLY ALL EQUIPMENT SHO BY AMC FF&E VENDOR UNLESS EQUIPMENT SCHEDULE g 0 w . o CSWRK PLN @ TYP MID -13AR D I EWALL I n �/ SCALE: I 1/2 =1 FOOD SERVICE CONSULTA envi PH: (81( . OPEN FOR PLUMBING AND ELECTRICAL RACEWAY BELOW LINE OF CABINETRY BELOW q ' 3 ' } 2 ' I' \ 7' to U lz O n 0 LINE OF CABINETRY BELOW 2' 1 -6° y � O Nz 0 UNE OF CABINETRY BELOW 1 2 -6° , cn O cn cn � 8 ' — UNE OF CABINETRY BELOW 1 (1) z IJ ,L cz 8 c U ELECT /PLUMB RACEWAYS BELOW _— . _ o 0 • 0 0 sib. AS 2' 6" 1 2' -6° r 0 0 2 °x 2" SQ. TUBE ---�- SU BELOW (TYPICAL) WHERE OCCURS 0 0 — I 1 CI: GNOIS.SDS 21OMIG ICE SHUTTLE BELOW / \\N N,. / CSWRK PLN @ TYP RAR Q O O 0 _ CSWRK PLN @ TYP RAR I 1 1 1 5 CSWRK PLN SODA CSWRK PLN @ TYP REAR R p TYP M I D�VAI\ 1 O VALVE CSWRK PLN @ TYP REAR I 4 COUNTER (48 ") 1 COUNTER (3G ") 1 COUNTER (24 ") I I COUNTER (12") SCALE: 1 1/2 = I' -O" SCAM: I 1/2 —1' -o SCALE: 1 1/2 =1'-0" SCALE: 1 1/2 =1' -0° SCALE: 1 1/2 — I'-0° \ . 3' t 2 t \ f 8 1 /4" ELECT/PLUMB RACEWAYS BELOW ELECT /PLUMB RACEWAYS BELOW 7 I /8° 7 I /8" 5 7/8" 7 3/8" / 4' -1 I I /2" r' 7 3/8" — � Z Z J Q . GNOLDJS )1 2"x 2' 5Q. TUBE SUPPORT BELOW co IPPr C 7 /CASEWORK SECTIONS §r O 2 "x 2° SQ. TUBE c3 — (TYPICAL) WHERE OCCURS BELOW (TYPICAL) — IERE OCCURS in 1111.11111r1 111111111 - o . 31 G � G /f I w . .. .. . ...,,,\ DIA. En 2/I L W 5" 5 ° DIA. co i- ivi ION PROJECT. 16 -PLE einfric AMC - SC TUKWILA, �� 0 =IP MEP IIMIP 0 0 W ER — 4-1/2" DIA. RIGID TRASH LINER (BELOIM P 0 o D U _ r BID FOR DUl TOPPERS (DE DDS )1 4-1/2" DIA. RIGID TRASH LINER (BELOW) CIAif AND ELEI PANEL B (BELO - C' OW ) N 03 1 1 't CSWRK PLN @ TYP. MID -BAR CSWRK PLN @ TYP. Isvo ' 1' 134° 3° 1 ' 3 5 /8" 3" CODE + W/ DO LLI E D EQUIPMENT I'- 13/4" 2' -1 5/8" '- SCAM: 1 1 /2 !' -o° I 10 3/8" CSWRK PLN G I I O 3/8° N1 @ 8' CONDIMENT BAR City B 1L 7 MID -BAR WI SHELF � ' SCALE: ! 1/2 = !' -0° SCALE. I 1/2 =1 . � - 4 GLASS ENCLOSED CANDY DISPLAY \ NOTE: IN ALL CASES, PLAM OR MELAMINE TO BE APPLIES EXPOSED WOOD SURFACES, INTERIOR AND IXTERI ALL NON-REMOVADLE BASE 15 TO BE INTEGRALLY TO ANY COUNTERTOP o NAPKINS STRAWS TRASH STRAWS NAPKINS GTR' ■ ' + AY I5 ra, � 4' 4 ' 2 \ ' m j 0 ELECTRICAL RACEWAY BELOW c n O n 0 0 STAIN' F9S STEEL RECEIPT d m m ELECTRICAL RACEWAY BELOW ELECTRICAL RACEWAY BELOW r '. . DRINK MODULE PRINTER � oC 0 w u m J ` B -ow ( XX Y 1-1/2 ' (0 z O 3j w m Q. TUBE SUPPORT = - 0 i= CART BELOW COUNTER L BELOW (r( CAL) SQ. TUBE OCCURSO1� () Z w co • - • BELOW (TYPICAL) U/C mil BELOW (TYPICAL) m cq , I SUPPCRT - I /2 "x I - 112 SQ. TUBE BELOW (TYPICAL) — - vir.v.,, ICE SHUTTLE (FC) 0 0 \ \ CJ DATE: 1/15/07 p U _ �` m It v 1 REVISION: 100% JOB N0. SOUT DRAWN BY: DMH /DJB 4. CSWRK PLAN @ CANDY \ N. DISPLY FILE NAME: 06AMC—SOUT \ \ CSWRK PLN @ G VALVE SODA 5 CSWRK PLAN @ TYPICAL CNTRTOP 3 SHEET NUMBER: C E . JUL L 1.2 ZOO • • 1 6 CSWRK PLAN @ CANDY STORAGE 2 CSWRK PLN @ TYP. CNTRTP /DISPLY I SCALE: ! 1/2 = I' -O" . SCAM: L 1/2 = I' -O SC ALE: I 1 /2 = 1' -O" .� SCALP I 1 /2 = 1'-0" SCALE: I 1 /2 =1' -O" 2' -Gu 2' -5" CSWRK SECTION @ TYP REAR COUNTER I SCALE: I 1/2 =1' -0" 5/S CABINETRY 1 /2'H SOLID SUR- FACE TPJM RING SOLID SURFACE ON 3/4" MDF BOARD G'D BAIN MARIE GLASS SHELVING LINE OF PACE OF CABINETRY BEYOND GLASS ENCLOSED CANDY DISPLAY AREA MFG. BY VIVION OF ST. LOUIS MI D ORED SLIDING PLAM OVER 3/4 MDF BOARD 5/5 SICTRICAL RACEWAY 10" 3 1 4 H 3ux3"x 1 /I G" PLATE FOS DIVIDER to CSWRK SECTION @ CANDY DISPLY SCALE: I 1 /2 = TOUCH SCREEN CASH REGISTER 2° GROMMET FOR P05 LUMPING CASH DRAWER MOUNTED IN BLACK POWDER COAT SHEET METAL TROUGH I - I x I -1 /2' SQ. TUBE STEEL LEGS W/ BLACK POWDER COAT (BEYOND) 4 -I /2' DIA. HOLE IN 3/4 PLYWOOD A. SIDE OF CABINET AS SUPPORT. UNDERCOUNTER REF /FREF..ZER EQUIPMENT DOLLY MFG. BY VIVION OF 5T. LOUIS I - I /25;3- I /4' ADJUSTABLE FOOT PLATE W/ MASONRY ANCHOR TO FLOOR DISPLAY AREA CONTINUOUS 20 GA. 5/5 W/ REMOVABLE ACCESS PANELS ELECTRICAL RACEWAY PLUMBING RACEWAY (INCLUDES SYRUP LINES) 20 GA. 5/5 WI REMOVABLE ACCESS PANELS KICKPLATE SUPPORT BRACKET THUMB SCREW E" 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE 6' CSWRK SECTION @ TYP MID --BAIL DI EWALL 0 SCALE: I I/2 = I 20 GA. 5/5 TOP W/ MDF AND MELAMINE BACKER DISPLAY AREA CONTI NUOUS 20 GA. 5/5 W/ REMOVABLE ACCESS PANELS ELECTRICAL RACEWAY PLUMBING RACEWAY (INCLUDES SYRUP UNES) 20 GA. 5/5 WI REMOVABLE ACCESS PANELS KICKPLATE SUPPORT BRACKET THUMB SCREW G" 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE L 9' ' 2'- 1 O" N ETAL SHELF AT 9-1/2" A.F.F- TYPICAL AT LOCATIONS W/O DOLUED EQUIPMENT 2' -5" 21. 4 -7 h CSWRK SECTION @ TYP. MID -BAR WI 5 ELF SCALE: I I /2 = I' -0" SOLID /4 DF BOARD ON I /4" PLYWOOD REFER TO 2/B1 I S FOR CONCE5510N CASEWORK FINISHES PLAM OVER 3/4" MDF BOARD WOOD BRACE 5/5 ELECTRICAL RACEWAY � • • 2'-9 4 1 ' - 9" 3'x3' 1 /I G" PLATE 7 POS DIVIDER CSWRK SECTION @ TYPICAL CNTRTOP 1 I - I /2"x I - I /2" SQ. TUBE STEEL LEGS W/ BLACK POWDER COAT (BEYOND) AREA FOR UNDER- COUNTER EQUIP EQUIPMENT DOLLY MFG. BY VIVION OF ST. LOUIS 1 - I /2'5:3- I /4' ADJUSTABLE FOOT PLATE W/ MASONRY ANCHOR TO FLOOR 20 GA. 5/5 TOP W/ MDF AND MELAMINE BACKER DISPLAY AREA CONTINUOUS 20 GA. 5/5 W/ REMOVABLE ACCESS PANELS ELECTRICAL RACEWAY PLUMBING RACEWAY (INCLUDES SYRUP UNES) 20 GA. S/S WI REMOVABLE ACCESS PANELS KICKPLATE SUPPORT BRACKET THUMB SCREW G" 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE 7a 4'- 1" f ICE SHUTTLE / (PC) LINES INDICATE CASEWORK BEYOND C5WRK SECTION @ TYP MID -BAPS 10 VALVE SODA SCALE: I I /2 =1' -0" TOPPER SYSTEM (B) BEYOND BUTTER BLIITON BEYOND DRIP SINK SOLID SURFACE ON 3/4° MDF BOARD ON 1 /4" PLYWOOD 3 "x3'x I/1 24" MAX. ADA REACH REQMT. CONDIMENT UNIT (KD) PLAM OVER. 3/4" MDF REFER TO 2/51 15 FOR LOEWS STANDARD CONCESSION CASEWORK FINISHES WOOD BRACE PLAM OVER 3/4" MDF BOARD 20 GA. 5/5 W/ REMOVABLE ACCESS PANELS 5/5 ELECTRICAL RACEWAY WOOD BRACE - KICKPLATE SUPPORT BRACKET THUMB SCREW 6" 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPIATE G CSWRK SECTION @ 5' CONDIMENT BAR SCALE: I 1 /2 = !' -0" SOLID SURFACE ON 3/4" MDF BOARD ON 1 /4" PLYWOOD PLAM OVER 3/4° MDF REFER TO 2 115 FOR CONCESSION CASEWORK FINISHES WOOD BRACE 5/5 ELECTRICAL RACEWAY 2' -2 -" , 3 "x3 "x I / I GU PLATE ATA OWER T I ' _9 ' CANDY STORAGE ROLLING CABINET CSWRK SECTION @ CANDY STORAGE I - I /2"x I- I /2u 5Q. TUBE STEEL LEGS WI BLACK POWDER COAT (BEYOND) EQUIPMENT DOLLY MFG. BY VIVION OF ST. LOUIS I - I /2503- I /4" ADJUSTABLE FOOT PLATE W/ MASONRY ANCHOR TO FLOOR FOR REFERENCE ONLY ALL EQUIPMENT SHOWI\ BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE 20 GA. 5/5 TOP W/ MDF AND MELAMINE BACKER DISPLAY AREA CONTINUOUS 20 GA. 5/5 W/ REMOVABLE ACCESS PANFL9 ELECTRICAL RACEWAY PLUMBING RACEWAY (INCLUDES SYRUP LINES) 20 GA. 5/5 WI REMOVABLE ACCESS PANELS KICKPLATE SUPPORT BRACKET THUMB SCREW -- G" 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE 6 T T CSWRK SECTION TYP. MID -DAR W/ DOLLIED EQUIPMENT SCALE: I 1/2 = I' -O" 3' - 3' 2'- I 0" 21„ 4 OPEN FOR EQUIPMENT TO BE DOLLIED IN 3�� MDF BOARD ON 1 /4" PLYWOOD PLAM OVER 3/4" MDF BOARD REFER TO 2/13 115 FOR LOEWS STANDARD CONCESSION CASEWORK FINISHES WOOD BRACE PLAM OVER 3/4" MDF BOARD 20 GA. 5/5 WI REMOVABLE ACCESS PANELS 5/S ELECTRICAL RACEWAY WOOD BRACE KICKPLATE SUPPORT BRACKET THUMB SCREW 6' 5/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE (G) VALVE DRINK TOWER CASEWORK SECTION @ G VALVE SODA SCALE: 1 I /2 = I ' -0" REVIE 1 COD NCE E �O 2 - 3� MDF BOARD ON 1/4° PLYWOOD REFER TO 2B 115 FOR CONCESSION CASEWORK FINISHES 20 GA. 5/5 W/ REMOVABLE —ow-- ACCESS PANELS 5/S ELECTRICAL RACEWAY WOOD BRACE KICKFIATE SUPPORT BRACKET THUMB SCREW - G" S/5 ADJUSTABLE LEGS REMOVABLE METAL KICKPLATE PLAM OVER 3/4' MDF WOOD BRACE NOTES: IN ALL CASES, PLAM OR MELAMINE TO BE APPLIED TO ANY EXPOSED WOOD SURFACES, INTERIOR AND EXTERIOR. ALL NON - REMOVABLE- BASE 15 TO BE INTEGRALLY COVED. ALL COUNTERTOP PENETRATIONS FOR. TRASH, STRAW, AND NAPKIN DISPENSERS TO RECEIVE 1 /2 "H SOL. SURF. TRIM RING. 3' 3°x3' x I / I Gu PLATE ATA OWER T 5 1. 4 P-5" P05 DIVIDER CSWRK SECTION @ TYP. CNTRTP /DISPLY SCALE: 1 1/2 =1'-O" 2 -ow- NOV - g 2001 City Of Tukwila BUILDING DIVISION 1 -1/2'x I - I /2 SQ. TUBE STEEL LEGS W/ BLACK POWDER COAT AREA FOR UNDER - COUNTER EQUIP EQUIPMENT DOLLY MFG. BY VIVION Of ST. LOUIS I - I /253- I /4° ADJUSTABLE FOOT PLATE W/ MASONRY ANCHOR TO FLOOR w C] cc w 0 0 U- 0 IL DATE: 1/15/07 REVISION: 100% JOB NO. SOUT DRAWN BY: DMH /DJB FILE NAME: 06AMC SHEET NUMBER: EC _WED JUL 12107 B117 American Multi - Cinemas, Inc. SHELVING EQUIPMENT SCHEDULE: SOUTHCENTER GENERAL THEATER SHELVING - MEZZANINE REFRIGERATION EQUIPMENT ITEM TS3 G TA3G T548 TA48 T5GO TAGO SC48 0 I4 I4 0 DESCRIPTION THEATER SHELVING STARTER UNIT (24" X3G" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING STARTER UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING STARTER UNIT (24" X GO" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X GO" X 74 ") - BLACK MOBILE SECURITY CAGE (24" X 48" X GO ") BLACK ) BLACK SHELVING LEGEND TA48 r elic( ( Tss6 ) r BLACK, (TA36) SC48 MAKE TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT / 1 5/07 SPECIFICATIONS MODEL 83GBK A83GBK 457BK A4575K 4G7 A4G7BK P746K THEATER SHELVYVG BASE UNIT BLACK 24X60X74 THEATER SHELVING ADD ON UNIT BLACK 24X60X74 NEATER SHELVING BASE UNIT BLACK 24X48X74 NEATER SHELVING ADD ON UNIT BLACK 24X48X74 CONCESSION SHELVING BASE UNIT CHROME 24X48X74 CHROME 24X48X74 CONCESSION SHELVING ADD ON UNIT THEATER SHELVING BASE UNIT BLACK18X36X74 THEATER SHELVING ADD ON UNIT BLACK18X36X74 MOBILE SECURITY CAGE 24X48X60 GENERAL NOTES FILM PREP I-IAIJ _ I 401 TELECOM OPEN T OFFICE BELOW 299 SEATS 11 II PROJECTION BOOTH 14251 SL>PPORT J J n n AUDITORIUM #11 1351 220 SEATS PROJECTION BOOTH 1 TX2 I-®P2 I LDP2 HALL 1 429 I AUDITORIUM #9 I 379 299 SEATS D6 Li A ELECTRICAL 4 � 'l HPB-1 I C 7t7 w TA48} k4 1848 ED L On O CO 0 0 I- 0 O 0 O L O0 O n u 5E Li n PARTIAL 5 SCALE: VS" = I' -O" VielNIED f0 CODE. COMPLIPACE. APPRO V1OV -9 Vui - � CIty 0, DNISIO I�DI�1 co Ca cn C 0 O C a) w s 0 33 C N m co C 0 O C 01 w n C 0 33 C w V 0 co rn w 0 0 C I LV I NS FLAN A ME 7AN I N L VGL w ots U- W J D W 2 0 CD D z Z C� z J 1.— W Z CA W Q CC W Z J W Z W C� FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF &E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE REVISION: JOB NO. 0 U- t) w z w U 2 H O co I z 0 I— C z J I-- DATE: 1 / 15/07 100% SOUT DRAWN BY: DMH /DJB FILE NAME: O6AMC — SOU SHEET NUMBER: � RECEIVED JUL 1 2 2007 B130 Li American Multi- Cinemas, Inc. SHELVING EQUIPMENT SCHEDULE: SOUTHCENTER GENERAL THEATER SHELVING - MEZZANINE REFRIGERATION EQUIPMENT ITEM TS36 TA3G T548 TA48 TS60 TACO 5C48 0 I4 I4 0 0 DESCRIPTION THEATER SHELVING STARTER UNIT (24" X36" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING STARTER UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X 48" X 74 ") - BLACK THEATER SHELVING STARTER UNIT (24" X 60" X 74 ") - BLACK THEATER SHELVING ADD -ON UNIT (24" X 60" X 74 ") - BLACK MOBILE SECURITY CAGE (24" X 48" X 60 ") BLACK BLACK BLACK _ BLACK a-ROME HROME BLACK SHELVING LEGEND [BLACK] ( T836 ) (TA36 •111111111111111111M SC48 MAKE TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT TECHNIBILT MOBILE SECURITY CAGE 24X48X60 III 5/07 THEATER SHELVING BASE UMT BLACK 24X60X74 THEATER SHELVING BASE MT BLACK 24X48X74 SPECIFICATIONS MODEL 83GBK A836BK 457BK A457BK 467 A4G7BK P745K THEATER SHELVING ADD ON UNff BLACK 24X60X74 THEATER SHELVING ADD ON UNIT BLACK 24X48X74 CONCESSION SHELVING BASE UNIT Cl-ROME 24X48X74 CHROME 24X48X74 CONCESSION SHELVING ADD ON UNff THEATER SHELVING BASE UNIT BLACK18X36X74 TI-EATER SHELVING ADD ON UN T BLACK18X36X74 GENERAL NOTES v C 0 0 C 0) ca 0 0 C V i tD )). E 8 cog° > C C 0 0 c n 0 O XI C CD C u DE 0 O L m o 0 O m0 o L.- O n z TA48 )-4 o° �Orn z C 7D — 0 3> (TAm Ntg L�4 ELECTRICAL ass DB P2A HP- -- AUDITORIUM #3 331 220 SEATS TX1 HDP1 PROJECTION BOOTH 1 1 PROJECTION BooTn -I I420 000 0000 MDP HALL AUDITORIUM #1 1304I 299 SEATS rai( I.BuC i - .L -L L -- ELEV MACH. I421 I [RI SCALE: I /8" = I -O" SUPPORT FART I AL S AUDITORIUM #2 1 338 299 SEATS rn A0 K1 in MANAGING DIRECTOR • r402 SECIJRI PROJECTION BOOTH 1 4221 HALL 0 0 TELECOM OPEN T I_ OFFICE E3ELOW ELV I NS FLAN AT M J NL L : v L W D w z U of) O z z z J W 2 co cc W H W 2 H J W Z W DATE: REVISION: 0 U- w z w U 2 H O 1 N LO CO 2 U FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF &E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE SHEET NUMBER: RECEIVE) JUL l 2 20078131 z 0 I -- 0 Z_ S Co Q J h 1 /15/07 100 ' JOB NO. SOUT DRAWN BY: DMH /DJB FILE NAME: 06AMC —SOU PPORT 36 r7) II American Multi-Cinemas, Inc. FURNITURE AND EQUIPMENT SCHEDULE: SOUTHCENTER MANAGEMENT OFFICES FURNITURE ITEM A l A2 D I D2 El E2 f I G2 L4 02 P R 1 R2 R3 R4 R5 RG R8 51 52 U ITEM CM CWK D5 SAC SAM VC QTY 7 3 4 3 5 4 2 2 I0 8 3 2 3 OFFICE EQUIPMENT QTY 2 4 4 DESCRIPTION DESK SHELL WITH GROMMET (30" X GO") DESK SHELL WITH GROMMET (30" X 72") 22" DEEP BOX/BOX/FILE PEDESTAL 22" DEEP FILE/FILE PEDESTAL METAL CENTER DRAWER LAMINATE KEYBOARD PLATFORM GO" WIDE OVERHEAD STORAGE UNIT STEEL BOOKCASE (GO" h X 34- I /2" w) FIVE DRAWER LATERAL ML E (42" w) ACOUSTICAL PANEL (37" w X G5" h) TELEVISION STAND EXECUTIVE CHAIR MANAGEMENT CHAIR ARMLESS TASK CHAIR GUEST CHAIR STACKING STRAIGHT LEG CHAIR (FABRIC) STACKING STRAIGHT LEG CHAIR (VINYL) ARMLESS TASK STOOLS WI FOOTREST RECTANGULAR TABLE (30" X GO") ROUND TABLE 42" DIA. NETWORK COMPUTER STAND DESCRIPTION COPY MACHINE 25" STANDARD LAMINATE COUNTER TOP DROP SAFE SECURITY ACCESS COMPUTER SECURITY ACCESS MONITOR VAULT CASEWORK MANAGING DIRECTOR 1 402 0.1 SECURITY 031 PROJ C E300T 422 T O\ MODEL N8932GP-G2-S 45935GP-G5-2 I9723N-S 15823N-5 D2-5 4022-G2 38242N-5 SGOABC-5 9 1 94N-S SPG543 -CE 1 5 515UL44 TR-1G-E4-AM24 TR-II-E4-AM24 SX I 0-E4-AIV24 TR-32-E4-FT70 405 I -AW72 405 I -EE98-5 NS-3-E4-AM24 80GG2EG2 W/ (2) 81211-5 80442E-G2 WI 81212-5 OWNER FURNISHED MODEL OWNER FURNISHED by ft E INSTALLER OWNER FURNISHED OWNER FURNISHED OWNER FURNISHED OWNER FURNISHED 1/15/07 OP ALL LO1 SPECIFICATIONS SPECIFICATIONS GENERAL NOTES GENERAL NOTES \ TO E3 ELOW 0 TYPE DR DR DR QR TYPE DR DR DR DR 0 TYPE Of ELECTRICAL RECEPTACLES REQUIRED QTY 14 2 QTY COUNTI 405 I CONN. HT. 12" TO A.F.F 12" TO STANDARD CONN. HT. \IG —( DS ) co SCALE: 1/4" = I '-0" COMMENTS PROVIDE (2 EA.) BEHIND EACH DESKING UNIT PROVIDE (I EA.) BEHIND EACH DESKING UNIT BEHIND TV STAND IN CONFERENCE RM., RE: ELEC PLANS. KE: ELEC PLANS. ELECTRICAL COMMENTS RE: ELEC PLANS. RE: ELEC PLANS. MIN. EVERY 4' IN COUNT ROOM. ELEC PLANS. RE: ELEC PLANS. > 0 E H 0 B REVIEWED FOR CODE COMPLIANCE g■PPRO t 1W 2N1 Citv Of ILD NG DIVISION CONF. 1408 In NOTE: DR = DUPLEX RECEPTACLE OR = QUADPLEX RECEPTACLE SR = SIMPLEX RECEPTACLE TYPE DR DR DR - TYPE DR. DR. DR Cs4 DI< P5 LS OF LAYOJT AT MEZZANINE LEVEL DATA RECEPTACLES ( R5) (R5) ( R5) 435 QTY 7 2 DATA RECEPTACLES QTY 3 PROJ:=CT E300T 425 SUPPORT C') 12" TO C..) 12" TO A.F.F "+—• cE CD CONN. HT. STANDARD CONN. HT. STANDARD STANDARD STANDARD ON CO 1.11 LLI CC LU CC 0 CC F- 0 LLI LLI LL 0 L1J 0 LU Cl) 0 0 LLI 0 LL LL 0 F— LU LU FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE DATE: 1/15/07 REVISION: JOB NO. CD cc 0 U- cc w z w 0 C4 cc cp Lc) C) cc • L *: (NI CNI C \ C) r cc 100% SOUT DRAWN BY: DMH/DJB FILE NAME: 06AMC—SOU SHEE I NUMBER: RECENED JUL 1 2 2007 B135 1 : SCALE: I "= I ' -0" EMPLOYEE SIDE SOLID SURFACE COUNTERTOP CASH DRAWER TOE KICK SCALE: I /2 "= I ' -0" EMPLOYEE SIDE PLAM CLAD FILLEL PANEL DBL. SWING GATE PL- I LAM CLAD DOO TOE KICK 501_1D SURFACE COUNTERTIP CASEWORK/KNEEWALL, BEYOND RE: ARCH DWGS FOR ALL FINISH SELECTIONS COLUMN (BE=YOND) PANELS INSIDE FACE; OF KNEEWALL BELOW EMPLOYEE SIDE CUSTOMER SIDE 12" EXTE=RIOR COUNTER 7 ELEVATIONS AT GUEST SERVICES NOTE: REFER TO B 15 I FOR FINISH SELECTION INFORMATION ELEVATION AT BOX OPEICE CASEWORK 5 SCALE: I /2 I' -0" PL- I 'LAM OVE' 2" 5QU • " UBE STEE FRAME B ASEWO 1 VENDOR. KNEi ALL ( BEYIND) 7,-- ARCH P ' NS NOTE: IN ALL CASES, MAXIMUM HEIGHT OF KNEE W CONSTRUCTION A.F.F. MUST NOT EXCEED 32-V!!! P M VE 2" T BE STEEL EY CA5 ORK CLAD N'CF O NDOR G ENLARGED PLAN AT BOX OFFICE - CASEWORK FRAME CASEWORK/KN EEWALL SOLID SURFACE COUNTS PLAM PANELS CUSTOMER SIDE - BEYOND FACE OF C5WRK STORAGE UNE OF CASH DRAWER BRACKET BELOW COUNTERTOP 4" MAX. DEPTH UNDER COUNTER MOUNTED CASH DRAWER CUTOUT IN COUNTERTOP FOR TOUCH SCREEN MONITOR RADIENT T200 FLUSH OVERLAY TYPE CABINET FRONT DOORS ON HARDWOOD FRAME SOUD SURFACE COUNTERTOP AT INTERIOR PROVIDED AND INSTALLED BY AMC VENDOR. I - 5/5"X3- I /2° CASH DROP SLOT TICKET PRINTER SCANNER I --1 /2" X 1- I /2" METAL FRAME AS STRUCTURE FOR COUNTERTOP SOLID SURFACE COUNTERTOP PROVIDED BY AMC VE=NDOR SLIDING SECUR RE: BASE BLDG TOUCH SCREEN r SCANNER 0 411-1411 CASH DRAWER FLUSH OVLRLA� CABINET DOOR TOE SPACE 11 GRILLE DWGS. American Multi- (Enema, Inc. 1115/07 BOX OFFICE AND GUEST SERVICES EQUIPMENT SCHEDULE: SOUTH CENTER BOX 0ftICE EQUIPMENT SPECIFICATIONS ITEM QTY DESCRIPTION MAKE MODEL TYPE VOLTS Ph AMPS KW 11P REMARKS C 9 P05 CASH REGISTER MEDIA CLIENT CE-T150 DR 120 1 .75 COUNTERTOP GROMMET CD 9 (ASIA DRAWER W/ MOUNTING BRAC$f5 RADIANT PFOOOF010 DR 120 I .38 DR 9 CASH DROP FOR LARGE BILLS VIVIAN Of 5T. LOUIS CUSTOM GR 3 COUNTERTOP GROMMET FOR POS CASH REGISTER SN 7 SCANNER SYMBOL TECHNOLOGIES P300FZY POWERED PROM HOST TP 9 TICKET PRINTER RADIANT (SOCA) VERTICAL SUBMINI DR 120 1 2.0 VGR 2 COUNTERTOP VENT GROMMET VIVIAN Of ST. LOUIS EDP- 3 "DIA. MONITOR / DIMENSIONED FLAN AT GUEST � - SERVICES AND BUILDING SYSTEMS R2" TYPICAL 2 DIMENSIONED PLAN AT BOX OPEICE (4) 15"D 1MIH I TE MELAMINE SHELVES, PROVIDED AND INSTALLED SY VIVIAN EQUIPMENT PLAN AT GUEST 3 SERVICES AND BUILDING SYSTEMS SCALE: I /2 "= I' -0" 1 St E S, :L \ VY ,AND INSTED REVIEWED FOR CODE COMPLIANCE APPRO Nov - 2O1 c; 0f Tukwila BUI�D�O D ISION 1 EQUIPMENT PLAN AT BOX OFFICE FOR REFERENCE ONLY ALL EQUIPMENT SHOWN BY AMC FF&E VENDOR UNLESS NOTED - SEE EQUIPMENT SCHEDULE w H 0 z J W W 2 0 co Z d (i) (1) co U w H w C7 w U LL 0 x 0 CO DATE: 1/15/07 REVISION: DRAWN BY: DJB /DMH FILE NAME: 06AMC—SOUT cc w z w U 2 O (r) N II ,; 3" 1 FOR REFERENCE ONLY ALL EQUIPMENT SHOWI\ AMC FF&E VENDOR UNLESS EQUIPMENT 1 /4" PLEXIGLASS "X I -1 /2 3 -1 /2" DROP SLOT PAINTED BLACK PL M " A WC 12 EUR H OV 9" DEEP PLDOOK AM INTERN 2' -9" 3 -2 \ — \ \ 1 /2" X 2 -3/4" SOLID SURFAC DN THREE SIDES (81 f 10' 2 64 1 ' -2 I �� 2 N'IN KEYED LOCK — "x BRUSHED ALUM. ANGLE PLAM ON 3/4" CASEWORK BOARD � ■ - we - ,.,�, ►� � t ► .�. � 1 3 6 �� VINYL EDGING O' � KEYED LOCK 7/8 I -1 /2" " `�� I . • ON FOUR SOLID SURFACE `d „ 1 011%.. 8 EQUAL OPENI FOR CASH DRAWERS 44 �� - . 1 , 4, 1 -2 r 111- 3/4 PLAM DOOR W/2 EURC HINGEs OVER PLAM CLAD INTERIOR I SMI cc W kii _sue 3/4" MELAMINE CLAD CASEWORK BOARD -GREY 7 /8 "xl -I /2" BRUSHED ALUM. ANGLE FINISHED VIEW OE 1 2 CONSTRUCTION VIEW OK~ BOX OEEICE CASEWORK I I ISOMETRIC AT TICKET DROP BOX 1 3 PDX OFFICE CASEWORK SCALE: NONE 3 -2 ' 3 " I, 11 III SCALE: NONE , SCALE: NONE 7 4 4�� 9 FINISH SCHEDULE: ALLUSION TEXTURED # AL-2-IT HAUTELINK TEXTURED # HLGOO2T SATIN #OI -I610 NO ToE �A<5 #p p SEi�IES 33.. 4 FL I NEVAMAR NATURAL PROVIDE FLANGES AT TOP OF BOX " 3/4" MELAMINE CLAD CASEWORK BASE - BLACK FOR TO SECURE TO BOTTOM OF COUNTERTOP. ii 101 `2 1 " FROM CASH DROP BOX FABRICATED FL -2 NEVAMAR AMBER 1 6GA SHT MTAL GREEN 2 -2 ID Y I21 ss - LIMSTONE KYD LOCK A<VONITE o� ACCSS DOOR HINGE V-I fi�4i�'E loo �3LA PNUMATIC TUBE 2- 1 ISOMETRIC AT VAULT CASEWORK ISOMETRIC AT CASH DROP BOX BELOW CC D 3 -I SCALE: NONE SCALE: NONE Z 2 - LINE OF COUNTERTOP PNUEMATIC TUBE TERMINATION BOX 3 �� 3' - 04 54' -� �— 3 � - 0 - ~ 3�� "~ W PL -2 PLAM ON MDF I -44 � - r , VARIES �- l l ��� r4 I 4 �� ;;; (4 SIDES) AT 1 2" O.C. BOLTED TO FLOOR 3/4" PLAM CLAD PLYWOOD FRAME ATTACHED TO METAL TUBE FRAME. CASH DRAWER , v ;; " 4 4 4 3/4" PLAM CLAD PLYWOOD FRAME ATTACHE TUBE FRAME. CASH DRAWER =:� : . : . :::.:::.::...:::. ..... �. -i -w•a -- -- - - - - -- - - -- . . . .�; -w4r :;.:.:: 1 X2 CONTINUOUS I X4 FLAT ► w: *a- ..�.?.....• «• w *i! iii! a ti�a�a�i�a-- .!a- a�w�- a- .e!w + i:-«•.«•.«.•« �w�a�w�a �i�w�a�i�i�a- ..�a- w- a�w- w- r• -a�.� 0 .. 0 4 4 1 § A g x 7 -;❖.• - •.-. ❖ .•.::•;- y ` f C '~ .-,, TICKET PRINTER CASH DRAWER �: -. ::, .X4.44 +. +......N 0 N. 0 f " ! \ \ m : ::•: ::•: :::;: ..: =:, PROJECT: 16 -PLEX ern F AMC - SO! TUKWILA, m ids 4444- - - - " ::: ::..= ,= :.- .= ._:- •= .= ._:. :..: ::: 2'-3 3„ 4 I 3/4" BRUSHED ALUM. HCHANNEL ' ' 3 4 2 , 3 N HORIZONTAL INTEGRAL PULL 2 HORIZONTAL INT1 GRAL PULL CASH DROP BOX I f 7 f 7 ■ 7 DIA. KEYED LOCK I ■ 7 7 - 7/8" DIA. KEYED LOCK 2'- I 0" 3/4" BLACK PLAM CLAD PLYWD. AS CLOSURE PANEL (2) 3/4" X 2 -1 /2" PLAM CLAD PLYWOOD METAL SHELF SAFE 2'_G - " 1 3/4" BLACK PLAN, AS CLOSURE PANEL A 1 . ■ ∎ 7 f 3/4" BRUSHED ALUM. T MOLD 3/4" BRUSHED ALUM. T I0I 3/4" PLAM CLAD PLYWOOD DOORS WITH INDUSTRIAL CONCEALED HINGES. INTERIOR FRAME 3/4" PLAM CLAD PLYWOOD DOORS WITH INDUSTRIAL CONCEALED HINGES. FOR DOORS 8 SECTION VIEW AT SAFE COUTNER 7 ELEVATION AT GUEST SERVICES CASEWORK C ELEVATION AT BOX OFFICE 1 ~RAMS 5 ELEVATION AT BOX OFFICE CASEWORK SCALE SCALE: I - I /2"= I -0 SCALE: I -1 /2"= I - 0 SCALE: I - I /2".= I ' - 0" SOLID SURFACE ON (2) LAYERS NOTE: CONSTRUCTION IN ALL CASES, MAXIMUM HEIGHT OF KNEE WALL A.F.F. MUST NOT EXCEED 32- %2"111 SLOPED GLAZING Rb ARCH DRAWINGS 21-2" / • 3' -.0-- it:t TOUCH SCREEN MONITOR SS- 1 SOLID SURFACE COUNTERTOP 3/4 MDF BOARD I 55- I SOLID SURFACE COUNTERTOP 36 ON ! " ON METAL FRAME AND KNEEWALL. 1 4 SQUARE TUBE FRAME 2 III.- ON I' MDF ON METAL FRAME r --,.,- _44X4 _....._.... __4_4X_4 _.._ 23 - x- ..,..,� . _..._..... _.. ...- ,. p;:: I 1 I z I I I - I /2 �� x 1-- I /2 �� SQ. TUBE STEEL LEGS W/ BLACK POWDER COAT (BEYOND) PLAM OVER 3/4" � MAXIMUM AT TI ,. 1 r0 . i ❑ ❑ t:��.iiii 111:11 " SQUARE TUBE !"RAMS S 2 Q 2 ._. . L J r m N _ t .:.:._......_ CASEWORK STRUCTURE (TYP. CASEWORK STRUCTURE (TYP.) �� �`f _ ; ����jJ/�J��1 ■ ■ _! ,C�m q VIVIAN #AADHAA 1480 HORIZONTAL INTEGRAL PULL r 1 1 VIVIAN #AADhAA 1 480 HORIZONTAL INTEGRAL PULL x 4 „ Mpx r I o " 1 1 I 1 f / ( I I ' MDF BOARD L INE OF CASK DROP BOX 1 LINOF CASH DROP BOX '= Iuirj ' 3 2'- I O" KNEE WALL CONSTRUCTION LINE OF CASH DRAWR BYOND I 7 12 " 2' -LINE OF CASH DRAWR BYOND ' I I I I I STORAGE I 1 I I 1 1 € ATTACH ELECTRICAL CONDUIT /OUTLETS AND COMPUTER CABLES TO BACK SIDE OF CABINET 2' -9� RE: ARCH DRAWINGS ' � � ° 1 1 1 CABINET DOOR OF FL- I PLAM DATE: 1/15/07 CLAD PLYWOOD �I METAL SHELF (REMOVEABLE) REVISION: / Opp �� METAL SHELF - PLAM CLAD CABINET FACE FRAME 3/4 PL- I CLAD CAB. FACE FRAME "-- _ U 11.„ PL- 13/4" JOB NO. SOUT . ,� BLOCKING AS REQ'D. f BLOCKING AS R>�Q'D. DRAWN BY: DJB /DMH BASE FINISH RE: ARCH DRAWINGS FLOOR FINISH E: ARCH DRAWINGS R R .. ∎ ∎�. - • • I i��l , BASE FINISH RE. ARCH DRAWINGS „ =� 4 ,. MAX �� ► � id /� I1, = �I�II ADJUSTABLE FEET ANCHOR TO FILE NAME: 06AMC - BOUT ADJUSTABLE FEET ANCHOR TO TE FLOOR WITH TAP CON CONCRETE ANCHORS I�.i.i�ll ':I FLOOR WITH TAPCON CONCRETE A N CH O RS S EET NU NUMBER: t ; 't JUL 12 2007 F L ;';L. : B i 01 FLOOR FINISH RE: ARCH DRAWINGS PROVIDE -A" REVEAL FOR VENTILATION PLAN VIEW AT SAES COUTNEK SECTION AT BLDG. SYSTEMS CSWRK ECT1ON AT GUEST SERVICES CASEWORK 4 3 1 SECTION AT PDX OFFICE CASEWORK SALE: I -1 /2 "= I ' -0" SCALE: I -- I /2 "= I ' -0" SCALE: I - I /2 "= I ' -0" SCALE: I - I /2 "= I ' -0" 24 BULLNOSE STEPS @ 42" 36' USHER 22' USHER 1 SOFTSTEP @ 47" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 53' 2 SOFTSTEPS @ 59° 1 SOFTSTEP @ 63° 1 SOFTSTEP @ 68' (WITH LIGHTS, TYP) STEP REDUCER (1YP) 1F a .i ; . I &4 ;rr . ! 1 t " /ii<zifii!#t1 : :i i i � %� Iii ■■ ■N ■ ! w.+.�.n��.�+.�., ��ir����rl ..��inl�w,r+�ii+���rr.�..�t�..# �w�Yi +...il■I■ ■■I•�i�#?#.#�i.�.i -i. i.ii�i�i.i•i!i. i:i:i�i.■I■ ■ _ t ■�■- ■ �"r'�+ war» �+ rr: �ar�+ �+ wn�+> ��n�+ �wir�nsrwcrTnr�i�r�i'r'�`r�+�•s ■� ■■t•#GENTI # SISI ?# ;iti!#iii #!�'. K�i�i .# : ■� WIREWAY, (NO LIGHTS, TYP) ■■ ■ ■' li a.. +.+r� +..r +.. i +rliiin..ni�t},�r+.:.+�iai� ■ ■■1 #tis # #iti!i! ■ ■>! #i ill _ RIM! lrl 1 11 tip . 11 0 1111 1 111- - laraireft 0 iii MAN el at 4141 on ON M g aft 4, 41 4- 1111- OA itilitalli- -111 WIrlalltalit 4 0411 kir REWAY. (NO LIGHTS, THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. Moil 1.1C DATE 06/21/06 P.O BOX 15884, SANTA ANA, CA 92705 STEP AND AISLE LIGHTING AUDITORIUM #1 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 1 24 BULLNOSE STEPS @ 42' DATE 06/21/06 DATE DRAWING NUMBER 1616 I REV I DATE I SCALE NTS ISHEET 3 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: *1/32 .700( DER ±.015 .70t DEC: *.03 ANTRA& *1' REV A 34' USHER 21' USHER 6' USHER 1 SOFTSTEP © 47" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 53" 2 SOFTSTEPS @ 59' 1 SOFTSTEP @ 63" 1 SOFTSTEP @ 68' (WITH LIGHTS, TYP) DESCRIPTION TARGET71GROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957 -6101 fx 714 - 427 -3458 I BY TIvoIl, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 irtfirresitatafatiaiiirte1411milit ■ +... +..�! t I; f I I t t T r I i l l I� r. ■ t■ �r a.Tniw::w =w�+a u�Ti+iirr r?ai ■ ■!il!s'i itL�i�xirii!ii!iti{!1>•■ ■v�nr �+> rum+ ant• r+ �I+ r•• �sr�tiu�wwrn�7urr +�+r +ri+wu>ww�w?a+wa+ �+�;� ■ ■ i ii 1;'"1 f W f ihr 1 i} >.■i • WIREWAY, (NO UGHTS, TYP) M■ nisireivansisatississini wisisessuaminitireir= ■iriwnir•iwnri irrrv'tr� rwTi.r�TI.jF T T�alsT��r ��i?ni'�■ w I ■ !li d !�£ I ' # � lit ! I !aft /_'M �i y , ir e *, ~'i I mo,. ivii- ,� s 1 a ;I #ti- rte lk r REWAY, ,� �,, R EWAY, ( NO L IG HTS, '' �: �F'� VIM °Ill t } i i i I � j Alti STEP AND AISLE LIGHTING AUDITORIUM #2 •- 24 BULLN i 24 BULLNOSE STEPS © 42° 37" USHER 20' USHER 2 SOFTSTEPS @ 48' 1 SOFTSTEP @ 53' 2 SOFTSTEPS @ 59' 1SOI-IsILY @62' 1 SOFTSTEP @ 68' (WITH LIGHTS, TV) STEP REDUCER (TYP) THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT R IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED. REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF THOU LLC. THOU LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 NAME AMC SOUTH CENTER DATE 06/21/06 DATE DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 2 I SNEET 3 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: ±1/32 .700( DE1.. ±.015 70C OE4 *.03 ANGULAR ±1' SCALE DRAWING NUMBER REV 1616 NT I REV I DATE I STEPS @ 42° 111 32' USHER 23' USHER 6' USHER 2 SOFTSTEPS @ 48° 1 SOFTSTEP @ 53' 2 SOFTSTEPS @ 59° 1 SOFTSTEP @ 62° 1 SOFTSTEP © 68' (WITH LIGHTS, TYP) A DESCRIPTION TARGETTI GROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957 -6101 fx 714 - 427-3458 rBY Tlvall, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 USHER WALL LIGHTS TWO TONE BULLNOSE (NO LIGHTS) SOFTSTEPS (WITH LIGHTS) _ STEP REDUCER TWO TONE WIREWAY (NO LIGHTS) = JUNCTION BOX OR FEED POINT = LEGEND 0 NOTES: 1) CIRCUIT LOAD SHALL NOT TO EXCEED 5 AMPS. 2) LENGTH OF USHER WALL LIGHTS PER CIRCUIT SHALL NOT EXCEED 66 FEET OR 200 LAMPS (4" O.C.) MAXIMUM. 3) USE 12 GAUGE STRANDED WIRE FROM FEED POINT TO TRANSFORMER. 4) DIMENSIONS ON ALL DRAWINGS ARE SUBJECT TO FIELD CONDITIONS. 5)SOFTSTEPS REQUIRE FIELD MEASUREMENTS PRIOR TO FABRICATION l REV I DATE I THUWLR -A-4-8, THBNS101 GY -12 THLM200-S THSQSB6A3 THBNS120 THBNS110 THUWL -ECL THUWL -ECR THBNS101 -R DESCRIPTION T50851 D 500 WATT 120V/12V DC CLASS II TRANSFORMERS WITH 8-5 AMP BREAKERS (TYPICAL ONE PER AUDITORIUM) - REPLACEABLE LAMP USHER WALL SYSTEM, 4" O.C., AMBER HB LED LAMP, .3W LAMP. -TWO TONE BULLNOSE WITH OUT LIGHTS -TWO TONE WIREWAY NO LIGHTS -SOFT QUIKSTEP WITH LIGHTS, 6" O.C. HB AMBER .3W LED LAMPS - LEFT END CAP (TWO TONE BULLNOSE) -RIGHT END CAP (TWO TONE BULLNOSE) -LEFT END CAP (USHER) - RIGHT END CAP (USHER) - STEP REDUCER BY THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO ATHIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. DATE 06/21/06 DATE DRAWING NUMBER 1616 SCALE NA 'SHEET TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: *1/32 .)CO( DEC: ±.015 .)O( DEC: ±_03 ANGULAR: ±1° AUDITORIUM NUMBER NA REV A TARGETTI GROUP Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ana, CA 92705 P.O. Box 15684 Santa Ana, CA 92735 ph 714 -957 -6101 fx 714 - 427 -3458 FOR REVIEWED COMPLIANCE CODE APPROVED NOV - 9 2007 City Of Tukwila BUILDIN DIVISION 4 USHER WAL THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRIT'T'EN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 5/31/06 P.O BOX 15684, SANTA ANA, CA. 92705 USHER WALL LIGHTS AND J -BOX MOUNTING HEIGHT IF SEATS DO NOT SPAN FROM SIDE WALL TO SIDE WALL EXTEND USHER WALL LIGHTS TO REAR AUDITORIUM WALL. IF SEATS SPAN FROM SIDE WALL TO SIDE WALL, EXTEND USHER WALL LIGHTS 12" BEYOND NOSE OF STEP. COVER PLATE LIGHTS ARPET FINISHED FLOOR SECTION VIEW A -A DRAWN BY MICAH B. APPROVED BY MEMO B. GYPSUM BOARD DATE 5/31/06 DATE DRAWING NUMBER 1616 JUNCTION BOX HER WALL LIGHTS, ART# THUWLR -A-8 1/2" CONDUIT TO TRANSFORMER I REV AUDITORIUM NUMBER USHER DATE I DESCRIPTION I BY \ \ \ \ \ \ \ \ \ \ \\ \. ` \ \ \SN \ \ \\ . I / J -BOX \ \ \ \\ \ \ \\\ \ t \ \ \ \ \ \ NAME AMC SOUTH CENTER SCAL 'SHEET T TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: ±1/32 .X)O( DEC: ±-015 .XX DEC: ±.03 ANGULAR: ±1° REV \\ \ \ \\ ' • \- \\ TWO TONE BULLNOSE (NO LIGHTS), PART #THBNS101GY -1 ISOMETRIC VIEW CARPET (TYP) 1/2" CONDUIT, TRANSFORMER STEP REDUCER, PART# THBN101 -R TWO TONE WIREWAY (NO LIGHTS), PART# THLM200-S RIGHT END CAP, PART# THBNS120, LEFT END CAP, (NOT SHOWN) PART# THBNS110 4o1 TARGET I1 GROUP Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ana, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957 -6101 fx 714-427 -3458 6211 ��v RED. -t, tl JUL 71 007 ; , 15 BULLNOSE STEPS @ 42" 23' USHER 14' USHER 1 SOFTSTEP @ 42° 2 SOFTSTEP @ 43° 2 SOFTSTEP @ 52" (W/ LIGHTS, TYP) STEP REDUCER (TYP) THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. Twou LW DATE 06/21/06 P.0 BOX 15684. SANTA ANA, CA 92705 15 BULLNOSE STEPS @ 42" gairevaTaIT TI♦T -- TworirToTrToTi Ta>♦T■ I� >Eill Ili lir 11 1 # : ■ ■y..on■■lu�.t..triwwt+n:l�ti"s "` ■■ 4111111111-111! 11111111 AIM ra i s insi umg r ama linn i tai t io : i■i #11# .l !!1 1 •MIN • WIREWAY, (ND LIGHTS, TYP) • ■MIIK.. ■ MINI ■� Al as 41111111111/110 IIMITIM1111 STEP AND AISLE LIGHTING AUDITORIUM #5 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 5 DATE 06/21/06 DATE SCALE NTS SHEET 7 TOLERANCE: U OTHERWISE SPECIFIED FRACttptt *1/3.2 .)0x DEC: *.015 .)Of DIM *.03 AMGULAit *1• DRAWING NUMBER REV 1616 REV I DATE J A 7- 20' USHER 15' USHER 6' USHER 1 SOFTSTEP @ 42° 2 SOFTSTEP @ 43° 2 SOFTSTEP @ 52" (W/ LIGHTS, TYP) DESCRIPTION TARGETTI GROUP I BY TTvoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ana, CA 92735 ph 714957 -6101 fx 714427 -3458 15 BULLNOSE STEPS @ 42" 23' USHER 18' USHER 2 SOFTSTEP @ 42'1 2 SOFTSTEP @ 44 2 SOFTSTEP @ 50' 1 SOFTSTEP @ 53' (W/ LIGHTS, TYP �■ 0 w�' ulil� rillririwTrlrl� ■rTrlrlr t ME' ' 11011■• �I`a MEI WIREWAY, (NO LIGHTS, TYP) ■ STEP REDUCER (TYP) 15 BULLNOSE STEPS @ 42° STEP AND AISLE LIGHTING AUDITORIUM #6 THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOU LLC DATE 06/21/06 P.0 BOX 15684. SANTA ANA. CA. 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 6 DATE 06/21/06 DATE 1616 IREVI DATE I 5' USHER 23' USHER 18' USHER 2 SOFTSTEP @ 42" 2 SOFTSTEP @ 44" 2 SOFTSTEP @ 50° 1 SOFTSTEP @ 53" (W/ LIGHTS, TYP) SCALE NTS (SHEET TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: *1/32 .m CEO: *.015 . DEC: *.03 At1GULAI: *1' DRAWING NUMBER REV A DESCRIPTION TARGETTIGROUP Tivoli, 1.1.0 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Aria, CA 92735 ph 714-957-6101 fx 714 - 427-5458 I BY 18 BULLNOSE STEPS © 42" 26' USHER 18' USHER 2 SOFTSTEPS @ 44" 1 SOFTSTEP @ 47" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 54" 1 SOFTSTEP © 56" 1 SOFTSTEP © 59" (WITH LIGHTS, TYP) STEP REDUCER (TYP) SET �T�T�T`T T T T�Tt♦T�T TI>�T�T TIlT>iT T�T�T�T� ILL # #�`I#II I II: I!! n fir1{ � Nirt��tsii �M.�T�..i�w r -■111 f1�i f�i�t�}�F)�f�l�tr)�i �t 4�t . �� WIREWAY, (NO LIGHTS, TYP) .. P slI #IIIl. B1i Utl1# i R ' . - 1 IBM III Ia I k IREWAY, NO LIGHTS, TYP I11rl tak e� ookfik k �� X 41. - 414044 - Aim litartarig,fta. THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. TIVOU LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 STEP AND AISLE LIGHTING AUDITORIUM #3 NA61E AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 3 SCALE DATE NTS '� 5 06/21 /06 TOLERANCE: UN OTHERWIISE DATE SPECIFIED FRACTION: *1/32 .NOON DEL`. 0015 AX DES *.03 AMGLAAII: *1• DRAWING NUMBER REV 1616 [REVI DATE I 18 BUL A SE STEPS @ 42" 26' USHER 18' USHER 2 SOFTSTEPS @ 44" 1 SOFTSTEP © 47" 1 SOFTSTEP @ 49" 1 SOFTSTEP © 54" 1 SOFTSTEP @ 56" 1 SOFTSTEP @ 59" (WITH LIGHTS, TYP) DESCRIPTION TARGETTI GROUP I BY Tivoli, LLC 1550 E Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714-957 -6101 fx 714-427 -3458 REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING DIVISION 12 BULLNOSE STEPS @ 42° 17' USHER 13' USHER 2 BULLNOSE STEPS @ 48" 3 BULLNOSE STEPS @ 41° (NO LIGHTS, TYP) STEP REDUCER (TYP) STEP AND AISLE LIGHTING AUDITORIUM #4 THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT FT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LW. Thou LLC DATE 06/21/06 P.0 BOX 15664. SANTA ANA, CP 92705 DRAWN BY MICAH B. APPROVED Err MEMO B. AUDITORIUM NUMBER 4 12 BULLNOSE STEPS @ 42" NAME AMC SOUTH CENTER 13' USHER 2 BULLNOSE STEPS @ 48" 3 BULLNOSE STEPS @ 41" (NO LIGHTS, TYP) 1616 I REV I DATE I DATE S .LE NTS I 6 06/21/06 TOLERANCE: UNLESS OTHERWISE DATE FRACf1O *1/32 .X)Df DEC .IOC D92 *.03 ANGULA1t *.015 *1' DRAWING NUMBER REV A DESCRIPTION TARGETTI GROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714857 - 6101 Ix 714427.3458 I BY Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ana, CA 92705 8212 RECEWER JUL 1.2 2007 I'1 = iiiV � L.L:\;; 6' USHER al Wm Oa AM t t1 #?#!# "'I' i ce , ` ## i� # I*#jf1?#I !� �' _ _ tomb ■ ■'!�'i�l♦)�� l wurlr mene ■■ I•■ . . nAFe� •a�nerlr:a�Arrrlrr�RrrrErerr! ,rrq lrr _1 I , iiien�ieF urI_ 1■ ■■!# ?i� #�!#� #�i'- #�#���i'i�/� /x#'EI -� � /!ilia !■■ ■ _ ■ ■ ■arsnlna.cia er praiEnill !Ail Z"r �rWin� s r � ,� fir, ■ ■■!#1i - ice lowir' #' i# #twill•! #!i■ . ■■ WIREWAY. (NOUGHTS, TYP) ■■ �■ i rr?i �rrrw,l(�,ii�r T�na�rirrr�,�r>�i t ,rii ■ MIN_#111 11 ?i! 1 114111114111111111111! a � ■ i �Iw i wTwi�r i urr ` urr���w�Twr i w�i'+r�sr�al�inrwT ��ii`i T wTiTi�n� ■ :■{!?i.iii ii i i�!irTS1111 i itiu :: ■ ■ ■ ■ fareeNnrp Fl r�il 17.11 # #!i11 ..I�IIEErIr�= Tyrr., ,i�relrTrll� ■II ■-#�f!i! I i' iii. iik1BAIR i~i* i.41/ Alp VW. 14,11114. 0 0.410 01 490 1 114 i s% " .„,,rk*- 44 - 1 Nile � .r ) 4x 4 rti IREWA (NO LIGHTS, TY STEP AND AISLE LIGHTING AUDITORIUM #9 34' USHER 21' USHER 1 SOFTSTEP @ 47' 1 SOFTSTEP @ 49° 1 SOFTSTEP @ 53" 2 SOFTSTEPS @ 59° 1 SOFTSTEP @ 63' 1 SOFTSTEP @ 68° (WITH LIGHTS, TYP) 24 BULLNOSE STEPS @ 42" THIS IS ISSUED IN STRICT CONFIDENCE ON COMMON THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. TIVOLI LLC DATE 06/21/06 P.O Box 15684, SANTA ANA, CA 92705 DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 9 STEP REDUCER (TYP) NAME AMC SOUTH CENTER DATE 06/21/06 DATE NTS jSSHEEf 11 TOLERANCE UN OTHERWISE SPECIFIED FRACTION: ±1/32 X)OL DEL` ±.015 SCALE .704 DW: t DRAWING NUMBER 1616 I REV I DATE 24 BULLNOSE STEPS @ 4T 1 SOFTSTEP @ a7° 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 53' 2 SOFTSTEPS @ 59" 1 SOFTSTEP @ 63" 1 SOFTSTEP @ 67 (WITH LIGHTS, TYP) ANGULAR ±1• 36' USHER 22' USHER REV A DESCRIPTION I BY Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714-957-6101 fx 714 - 427-2458 6' USHER 24 BULLNOSE 32' USHER 23' USHER 2 SOFTSTEPS @ 48" 1 SOFTSTEP @ 53' 2 SOFTSTEPS @ 59" 1 SOFTSTEP @ 62" 1 SOFTSTEP @ 68° (WITH LIGHTS, TYP) �u THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 10 STEP REDUCER (TYP) NAME AMC SOUTH CENTER DATE 06/21/06 GATE 1616 I REVI DATE • m'*rriarnmi r�rr ∎ra na +kern .roe,voorrivaewteour rr , Fwtwmrrr #•"�sr ■MI • ■.� i�ii4fil"�i =■ ■ . ■■ ■Ar � wwuww' � I » Te ( ww' nwlewwwrn ■� ■.=ice BMW �' i (�W#U #_ TEPS @ 42" 4 I ■ �ri�� -����� . I �ir,4 w� 1 w,e �>�e�wee, FTiw� l i� F��.wr,rM� Ir�.■ .�M_ _ , _ � �'�.�- I�I��:I•.i.�II�M �IIM- �li.i.■!i.i... ■�Frw rlEw wnwe�,rrfwre wn,i are IriPriiil I�ir , r�w� �+�r i t ,w'nI_l__ ■ ■- ■. ■ nw,Iwar,r� rnrrruurererreFerw,I�iFarA: s �F>lir r�s �i, Iii+ eT;wnwsw�rwer, ■� MM. i - r 1 11 i i - � i i i.i11 1�s?1 . ■. ■M WIREWAY, (NO LIGHTS, TYP) ■. ■ uiss eweru in �rrrsr rosurvrrearmirwuar,wet Fi u r� ■_ ■.!i 111 _ii ll u1a . 1 31I 11-■■ ' r Lae aik ftv 41 ��.� - ., • » -fir r AY, O ucHTS, STEP AND AISLE LIGHTING AUDITORIUM #10 24 BULLNOSE STEPS @ 42' SCALE NTS (SHEET 12 TO • ECIFIEO UNLESS OTHERWISE FRACTION: *1/32 .xXX DEC: ±115 DOL DEL`: ±.03 ANSLIAR: ±1• DRAWING NUMBER REV 3T USHER 20' USHER 2 SOFTSTEPS @ 48' 1 SOFTSTEP @ 53" 2 SOFTSTEPS @ 59° 1 SOFTSTEP @ 62" 1 SOFTSTEP @ 68" (WITH LIGHTS, TYP) A DESCRIPTION P.O. Box 15684 Santa Ma, CA 92735 ph 714-957-6101 fx 714 - 427-3458 I BY Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ana, CA 92705 15 BULLNOSE STEPS @ 42" 5' USHER 22' USHER 14' USHER 2 SOFTSTEP @ 41" 1 SOFTSTEP @ 43" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 51" (W/ LIGHTS, TYP) STEP REDUCER (TYP) L_A THIS IS ISSUED IN STRICT CONFIDENCE ON CONDRION THAT E r IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI U.C. THOU LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 7 DATE 06/21/06 DATE 1616 I REV I DATE [ Err MEW /PM ::i1miJIiii ii!iIiJi I - i:: ■■ ■■ • WIREWAY, (NO LIGHTS, TYP • ■ ■t�tA�.�t�t� ,� �� A�1�i�i�ri��I�t�t■ ■ STEP AND AISLE LIGHTING AUDITORIUM #7 SCALE NTS ISHEET 9 TOLERANCE: UN OTHERWISE SPECIFIED FlICTION: ±1/32 .)OO DEC ±.015 .Xx DEC: #.03 ANGULAR= ±1• DRAWING NUMBER REV 15 BULLNOSE STEPS @ 42" A 23' USHER 13' USHER 2 SOFTSTEP @ 41" 1 SOFTSTEP @ 43" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 51" (WI LIGHTS, TYP) DESCRIPTION TARGETTI GROUP I BY Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, OA 92735 ph 714 - 957 -6101 fx 714-4274458 0,0n45 12 BULLNOSE STEPS @ 42" 2 BULLNOSE STEPS @ 40" 1 BULLNOSE STEP @ 42" 2 BULLNOSE STEPS @ 47" (NO LIGHTS, TYP) STEP REDUCER (TYP) THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF T1VOU LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA. CA. 92705 NAME AMC SOUTH CENTER DRAWN BY DATE MICAH B. 06/21/06 APPROVED BY DATE MEMO B. AUDITORIUM NUMBER 8 1616 [REM DATE 12 BULLNOSE STEPS @ 42" SCALE NTS (SHEET 1 0 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTIOt: ±1/32 .)Oct DE0 ±.015 .%X DEC ±03 AOCULANS ±1• DRAWING NUMBER REV A 19' USHER 14' USHER DESCRIPTION REVIEWED FOR CODE CO APPRO Np' - 0 2001 p Of Tukwila B ILDING DIVISION 2 BULLNOSE STEPS @ 40" 1 BULLNOSE STEP @ 42" 2 BULLNOSE STEPS @ 47" (NO LIGHTS, TYP) TARGETTI GROUP I BY Tlvoil, LLC 1550 E Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957-6101 fx 714 - 427-3458 6213 RED: DEL JUL 12 2007 6' USHER raill I II TI�T�T�T`nVA � � �,. ■■ I■■ ::i ■ , ■■ Il .. r . ► imrl uru.nits•rni mpu rIr �� T ■ r11111111 20' USHER 15' USHER 1 SOFTSTEP @ 42" 2 SOFTSTEP @ 43" 2 SOFTSTEP @ 52" (W/ LIGHTS, TYP) 15 BULLNOSE STEPS @ 42" THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. TIVOU LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 13 STEP REDUCER (TYP) STEP AND AISLE UGHTING AUDITORIUM #13 NAME AMC SOUTH CENTER DATE 06/21/06 DATE DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 1616 I REV I DATE I SCALE NTS 'SHEET 15 'ro1ER{WCE: UNLESS OTHERWISE SPECIFIED *1/32 .1000 DEC: 1.015 .IOC Dt 103 AN ALAI tr DRAWING NUMBER I REV A 15 BULLNOSE STEPS @ 42" 23' USHER 14' USHER 1 SOFTSTEP @ 42" 2 SOFTSTEP @ 43" 2 SOFTSTEP @ 52° (W/ LIGHTS, TYP) DESCRIPTION TARGETTI GROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957 -6101 1x 714-427-3458 I BY Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 5' USHER 23' USHER 18' USHER 2 SOFTSTEP @ 42" 2 SOFTSTEP @ 44" 2 SOFTSTEP @ 50" 1 SOFTSTEP @ 53" (W/ LIGHTS, TYP) ■ fw��.• iTI�: rT�iwfTwwTw�TtI�I�i�Nti >•ri�isw�l��i��� I�is��`i+ ' ■■ Y, (NO LIGHTS, TYP) II! !Irmo It t�N %�I I ■ J L II.�i 10111Nui 15 BULLNOSE STEPS @ 42" THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT R IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT if IS NOT COPIED, REPRINTED OR DISCLOSE TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 STEP REDUCER (TYP) NAME AMC SOUTH DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 14 CENTER DATE 06/21/06 DATE SCALE NTS 'SHEET 16 TOLERANCE UNLESS OTHERWISE ERACD0tt *1/32 .)O0C OEE 1,015 .IOC DEC` *03 ANGIA.AFt *1' DRAWING NUMBER REV 1616 REV I DATE I 15 BULLNOSE STEPS @ 42" 23' USHER 18' USHER SOFTSTEP © 42" SOFTSTEP @ 44° SOFTSTEP @ 50" SOFTSTEP @ 53" / LIGHTS, TYP) A DESCRIPTION TARGETT1GROUP I BY Tivoli, LLC - 1550 E. Saint Gertrude Place Santa Ana, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714-957-6101 ix 714-427-3458 s ■. tsr�r�rlr�r�wlr�wlllw�et�wtw�rl�lr ■TWIT wTie "Iw"T�iTiullTienTi�t�Gl ,�irti� ■�. Umnimmomplim. ._I.Ilrt I# ir IlwtnwrtlMwtawtlftttwnrt *In a �i "i nit >s■: ■ ■ ■� i 'a a a i � �� !maw Iii • WIREWAY, (NO LIGHTS, TYP) IHU rr�lrtrrltu�trlrst�wllrt #'"'ll�`ww �"����!�!��� ( ii 61111nrigi�. rst��rit��inl�at:r�rra��.:il �ri.rr,�t�ird■ ■ ■ 18 BULLNOSE S . PS @ 42° 26' USHER 18' USHER 2 SOFTSTEPS @ 44" 1 SOFTSTEP @ 47° 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 54" 1 SOFTSTEP @ 56" 1 SOFTSTEP @ 59° (WITH LIGHTS, TYP) THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT rr IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 STEP REDUCER (TYP) STEP AND AISLE UGHTING AUDITORIUM #11 MME AMC SOUTH CENTER DATE 06/21/06 DATE DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 11 SCALE NTS I 13 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: *1/32 .XICC DEM £015 .10C DEL: 103 ANGtA. & t1' DRAWING NUMBER REV 1616 [REVI DATE 18 BULLNOSE STEPS @ 42" A 26' USHER 18' USHER 2 SOFTSTEPS @ 44" 1 SOFTSTEP @ 47" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 54" 1 SOFTSTEP @ 56' 1 SOFTSTEP @ 59" (WITH LIGHTS, TYP) DESCRIPTION I BY TARGETTI GROUP Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714-957 -6101 fx 714-427 -3458 DDS 255 ii�Tl� TrT�IA� TAT>�T�T Ti�I�T�Ti�I1Ti• 11! 11. '■111 ■ 1r,wi twlsmriwu miro ldsmini mammiilrwrirriwiillill ■ • ■ minimenimitomoimmiimmemommimmensemE MEW, fillirlininniffillin !MIME 17' USHER --� 13' USHER 2 BULLNOSE STEPS @ 48" 3 BULLNOSE STEPS @ 41" (NO LIGHTS, TYP) Ti IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA. CA 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. DATE 06/21/06 DATE AUDITORIUM NUMBER 12 I REV I DATE I STEP REDUCER (TYP) k _A STEP AND AISLE LIGHTING AUDITORIUM #12 SCALE NTS 'SHEET 14 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: ±1/32 .0O DEL` *015 Xx DIM *03 »lGUI *R: *1' DRAWING NUMBER 1616 REV A DESCRIPTION limb® 12 BULLNOSE STEPS @ 42" 13' USHER 2 BULLNOSE STEPS @ 48" 3 BULLNOSE STEPS @ 41" (NO LIGHTS, TYP) TARGETT1 GROUP ph 714 - 957 -6101 Ix 714 - 427 -3458 I BY Tivoli, LLC 1550 IS Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 6214 RECE NED JUL 12 2007 THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT R IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT R LS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOLI LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER DATE 06/21/06 DATE IREVT DATE SCALE NlS SHEET TOLERANCE UNLE OTHILSE FRACTEOtt ±1/32 .XXX 1XO: *.015 .XIC DEC: *.03 ANGULAR ±1 - DRAWING NUMBER 1616 REV A DESCRIPTION TARGETPIGROUP P.O. BOX 15684 Santa Ana, CA 92735 ph 714- 957 -6101 fx 714 - 4273458 I BY Tivoli, LLC 1550 E Saint Gertrude Place Santa Ma, CA 92705 THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT R IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. TIVOLI LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA. 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVER BY MEMO B. AUDITORIUM NUMBER DATE 06/21/06 DATE 1616 [REV] DATE I SCALE NTS ' SHEET 18 TOLERANCE UNLESS OTHERWISE SPECIFIED FRACTION: ±1/32 .)CCC DEO *.015 JOC DEC: *.03 AMID) ±1' DRAWING NUMBER REV A DESCRIPTION TARGETTIGROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714.957 -6101 fx 714-427-3458 I BY Tivoli, LLC 1550E Saint Gertrude Place Santa Ma, CA 92705 15 BULLNOSE STEPS @ 42" 23' USHER 13' USHER 2 SOFTSTEP @ 41" 1 SOFTSTEP @ 43" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 51" (W/ LIGHTS, TYP) 2 1 I STEP REDUCER (TYP) I IlirTirlrTowili-Ti as a.*T � imargaiiim =II P ��i�,�i saw 011 gin AI alp REWAY, (NO LIGHTS, TYP Arra 4 STEP AND AISLE LIGHTING AUDITORIUM #15 THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. TIVOLI LLC DATE 06/21l06 P.O BOX 15684, SANTA ANA, CA. 92705 NAME AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDRORIUM NUMBER 15 DATE 06/21/06 DATE sP11 E NTS_ SHEET 17 SPECIFIED FRACTION: *1/32 JOC DEL.` #.03 DRAWING NUMBER 1616 I REV I DATE .)OD DEC ±015 ANGULAR: *1 REV A 15 BULLNOSE STEPS @ 42" 5' USHER 22' USHER 14' USHER 2 SOFTSTEP @ 41" 1 SOFTSTEP @ 43" 1 SOFTSTEP @ 49" 1 SOFTSTEP @ 51" (W/ LIGHTS, TYP) DESCRIPTION TARGETTI GROUP Tivoli, LLC 1550 E. Saint Gertrude Place Santa Ma, CA 92705 P.O. Box 15684 Santa Ma, CA 92735 ph 714-957-6101 fx 714 - 427-3458 I BY 2b 12 BULLNOSE STEPS @ 42" 19' USHER 14' USHER 2 BULLNOSE STEPS @ 40" 1 BULLNOSE STEP @ 42" 2 BULLNOSE STEPS @ 47" (NO LIGHTS, TYP) THIS IS ISSUED IN STRICT CONFIDENCE ON CONDITION THAT IT IS NOT USED AS A BASIS FOR MANUFACTURE OR SALE AND THAT IT IS NOT COPIED, REPRINTED OR DISCLOSED TO A THIRD PARTY EITHER WHOLLY OR IN PART WITHOUT THE PRIOR WRITTEN CONSENT OF TIVOU LLC. THOU LLC DATE 06/21/06 P.O BOX 15684, SANTA ANA, CA 92705 STEP REDUCER (TYP) tmE AMC SOUTH CENTER DRAWN BY MICAH B. APPROVED BY MEMO B. AUDITORIUM NUMBER 16 DATE 06/21/06 DATE SCALE NTS 'SHEET 18 TOLERANCE: UNLESS OTHERWISE SPECIFIED FRACTION: ±1/32 X) DES £015 .XX DE@ ±.03 ANGULAR *1' DRAWING NUMBER REV 1616 IREVI DATE I A 12 BULLNOSE STEPS @ 42" DESCRIPTION 2 BULLNOSE STEPS @ 40" 1 BULLNOSE STEP @ 42" 2 BULLNOSE STEPS @ 47" (NO LIGHTS, TYP) TARGETTI GROUP P.O. Box 15684 Santa Ma, CA 92735 ph 714 - 957 -6101 fx 714 - 427-3458 R EVIEWED MPIIANCE CODE CO APPRO Nov - 9 20p �,� Of T��Cwila ILDING DIVI ION B Tlvall, LLC 1550 E Saint Gertrude Place Santa Ma, CA 92705 6215 RECEIVE JUL 1.2 2907 1 THEATRE #2 MODEL NO. FLOOR MED. RISER SHR. HIGH 23 11 27 202 25 12 42 0 TOTALS 23 69 202 294 - TOTAL CHAIRS GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS THEATRE #1 MODEJ. NO. FLOOR MED. RISER SHR. HIGH 23 11 27 202 25 12 42 0 TOTALS 23 69 202 294 - TOTAL CHAIRS CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4"), 25 "(25 1/16 ") —In 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS RIGHT - •-10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE ALLOW 2" PER END STANDARD. SEAT CHAIR SYMBOL DETAIL lal ©1 ©101©1111 LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY BACK CHAIR NOTE: ARM ACCESSORY ORIENTATION IS REFERENCED N MBEER "AS SEATED IN CHAIR ". LA AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL N D ® � J OR 11 (MB) OR (ACC) �_ 0 0 0 0 80 N OTHER ACCESSORIES N7 1Q U, 0 w U) fr In w U, In w V) 0 w 1- Z 0 0 S J li w U, it 2 H w w c3 0 I E N ¢ ` ! 1 I L 1 t 1 l 1 1 !� -I 1 IYIYIYIYIYIYIYIYIYIYIYIYIYIYIYiYIYI •/ IYIYIYIYIYIYIYIYIYIYIYIYfYIYIYIYIYIYIYIYIYIYIYI IYIYIYIYIYIYIYfYIYIYIYIYIYIYIYIYIYIYIYIYIYIYIYI IYIYI: YI�IYIYIYIYIYfYIYIYIYIYIYIYIYIYIY YIYIYIYI IYIYI: YIYIYi�IYiYiYIYIYIYYIYi .YiYIYIYIYIYIYIYI�IYI i i X11 i i I=In, YIY[ © A l i I IIYI © I i IIYII © I 3' -6 TYP YIYIYIYIYIYIYIYIYIYIYIY YIYIYIYIYIYIYIYIYIYIYIYI 45' -1 10' -3" " 45' -10" r i YIYI� YIYYIYIYIYI11•1IYIYIYIYIY �IYIYIYIY 45' -10" YIYI' YIYIYIYIYIYIYIYIYiYIYIYIYIYIYIYIY IYIYIYIY 45' -10" 45' --10" 45' -10" 45' -10" 10' -2 1/8" 5' -8" 5 -23 XD / . � t7 i I 5' -6" . I (MIN CLEAR) 6' -5 3/4" 6' -1" 3 -23 A 3' -2" 4' -6" I . .`. 3 -0 " , -I (MIN CLEAR) 47' -7" 4' -3" 2 -23 5' -8" • /.\ I i i . i . I I- 5' -6" (MIN CLEAR) 10' -2 1/8" 23 -2 23 -2 23 -23 23 -23 23 -2 23-2 23 -2 i `` • /1( 1- 6 - 9 1 C 5 -23 3' -6" TYP ::= � lYli rlYY�r 3 1 li�ii,� 3/i. . -///,* ______ 00._...iii r ook r i .- - i tH\7 1 , == ,_______.. . ,4 7..../8: - iiirt '.--..---- 4-1 - I - e we .. wi Wif IS pPPr. 0 -----'1"..„.7. 44. \- ��IrI.�IIi�I-111 1 .// � - � - \ , -/ ■ - � 2 3 \1 ( 1- 2`2 '�` TYPE: 3' -6" 51' -10" - AISLE LIGHTS: N/A TA SIZE: N/A TA SIZE: N/A QTY DESCRIPTION ALL ST'DS_ OCATION: ALL ST DS TYPE: CADDY EURO TYPE: TRANSFER ARMS ADA COMPANION CHAIR 52' --10" 45'-10" ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS Do PROJECT # P3296 REVISIONS 3' -6" 26 -23 DATE DRAWN BY: JOE MINER SIGNATURE — 72B70242E EURO W /ARTICULATION RISER MOUNTED 4 7/8-1 4 5/16 43 15/16 40 9/16 (D 1 CORRUGATED STEEL ■ 3 8" TREAD f TOP OF CONCRETE DATE: 6 -1 -06 I SCALE: 3/16 " =1' -0" 1/ 27 14 3/8 4 7/8" DIM A 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR SIZE 23 3/4 " -25 1/16" 29 7/16 14 3/8" 5 16" CENT HAIR AMC SOUTH CENTER TUKWILA, WASHINGTON A FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1 /2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90-115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDm0N5: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. 30 7/16" 27" FLOOR: CONCRETE END CHAIR SIZE 19 3/4 " -21 1/16" , 4 1/2 1 If) 0 0 17 1/ 41E FLOOR MOUNTED 24 END CHAIR SIZE 23 3/4" 1/16" 19 3/4 " - 21 1/16" 2.5" FRONT OF CHAIR ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. 4� w W F-- 2 1/2" SIGNATURE — 72B70S41 E EURO W /ARTICULATION FLOOR MOUNTED NOV - 9 2007 City Of Tukwila DRILLING TEMPLATE( BUILDING DIVISION 1 2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT REVIEWED FOR CODE COMPLLgNCE APPROVED WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -OX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED Grand Rapids, MI USA 1-866-GO IRWIN SEATING LAYOUT SHEET 1 OF 6 RECEIVED JUL 1..2 2007 3 {IYi1 ; L./i_:'; ; w, t 3' - 45' -10" 3' -6" , ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. mom. ■omplr Emir. i i xi �ll i � i i i r` i i IYl•IYIYIYIYIY O IYIYIYIYIYIY YIYIYIY YIYYMK 51' -10" - - - - 26 -23 I mom. 1 l ---1--L--1. 1 Ir"`�l 1 - 1 1 I 1 1 1 A !^^"' -"1 I 1 1J hill i INNIMI 23 -2 I I I I imilmi I�ImiIMimiasi 45' -10" Y� r 1 Y � r � -~ N YI - - =1 IYIY IYIY IY -I •■■rM 45' -1D" - - - 23 -23 i i i i i i i i i i I )� �I , A il�IY YIYIYIYI �:..` "' -"'mil 1 1 YIYIYI r-� u`� -1 1 ����r�� +l 23-23 45' -10" i.1�ft ___-__----====z r r_ Y IYIYIYIYI 1 YIYI , , 45' --10" 23-23 IYIYIYIYIYIYIYIYIIiiiii YfY IYIYIYIYIYIYI Y IYIYI 45' -10" 23 -23 _I YIY Y EMI Y Y I IY Y IIYIY IYiI I 1 IYiY MI =' =IiIllIYI 23 -23 45' -10" ^�- YIYYIYIYI�IY=HE l � l i IYIYIYIYIYIY l 45' -10" 23 -23 10' -2 1/8" 5' -8" 6' -5 3/4" 3' -2" 4 -6" 5' -8" 10' -2 1/8" _ iii I r i 1 1 1 1 . .� t `\ / 'I © IIY;I (YIYIYIYI © -- © \ , i 11=1 1 I A. 1 I \ I 1 © I ` /'\ %' ©IYIYIY1YI ; , ����� 10' -3" 5 -23 I ' ' 6' -1" 3 -23 0 • 1 4'--3" , , 2 -23 ' ' ` 10' -3" 5 -2 3' -6" 1 1 ,... /.. 1 ... `_,1 3 I ! / . ... 1 V `Iff____ N o 5'--6" (TYP) - 1_' ` 4 1 . __ `_i I- 5' -6" -I (MIN CLEAR) (M - N1 CLEAR) (MIN CLEAR) _ 47-7" 1 3' -5 1 4" ` �, � 47'_8 7/8" - / - /�. \iii . r- :mil �r 2S --1 -� '� 4T-8 7/8" - -� - 1' 9 .23 /- /�i s,$. - 23 . �\ �� e b,"1. � ` V ../ . App." . ���\_ b, �;.� \- \ ,1- \ - ar a /3; N I ./ � ' 7 - ./ \ry 49 49 0 h �4� CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4"), 25 "(25 1/16 ") —In 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS RIGHT - •-10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE ALLOW 2" PER END STANDARD. SEAT CHAIR SYMBOL DETAIL lal ©1 ©101©1111 LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY BACK CHAIR NOTE: ARM ACCESSORY ORIENTATION IS REFERENCED N MBEER "AS SEATED IN CHAIR ". LA AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL N D ® � J OR 11 (MB) OR (ACC) �_ 0 0 0 0 80 N OTHER ACCESSORIES N7 1Q U, 0 w U) fr In w U, In w V) 0 w 1- Z 0 0 S J li w U, it 2 H w w c3 0 I E N ¢ ` ! 1 I L 1 t 1 l 1 1 !� -I 1 IYIYIYIYIYIYIYIYIYIYIYIYIYIYIYiYIYI •/ IYIYIYIYIYIYIYIYIYIYIYIYfYIYIYIYIYIYIYIYIYIYIYI IYIYIYIYIYIYIYfYIYIYIYIYIYIYIYIYIYIYIYIYIYIYIYI IYIYI: YI�IYIYIYIYIYfYIYIYIYIYIYIYIYIYIY YIYIYIYI IYIYI: YIYIYi�IYiYiYIYIYIYYIYi .YiYIYIYIYIYIYIYI�IYI i i X11 i i I=In, YIY[ © A l i I IIYI © I i IIYII © I 3' -6 TYP YIYIYIYIYIYIYIYIYIYIYIY YIYIYIYIYIYIYIYIYIYIYIYI 45' -1 10' -3" " 45' -10" r i YIYI� YIYYIYIYIYI11•1IYIYIYIYIY �IYIYIYIY 45' -10" YIYI' YIYIYIYIYIYIYIYIYiYIYIYIYIYIYIYIY IYIYIYIY 45' -10" 45' --10" 45' -10" 45' -10" 10' -2 1/8" 5' -8" 5 -23 XD / . � t7 i I 5' -6" . I (MIN CLEAR) 6' -5 3/4" 6' -1" 3 -23 A 3' -2" 4' -6" I . .`. 3 -0 " , -I (MIN CLEAR) 47' -7" 4' -3" 2 -23 5' -8" • /.\ I i i . i . I I- 5' -6" (MIN CLEAR) 10' -2 1/8" 23 -2 23 -2 23 -23 23 -23 23 -2 23-2 23 -2 i `` • /1( 1- 6 - 9 1 C 5 -23 3' -6" TYP ::= � lYli rlYY�r 3 1 li�ii,� 3/i. . -///,* ______ 00._...iii r ook r i .- - i tH\7 1 , == ,_______.. . ,4 7..../8: - iiirt '.--..---- 4-1 - I - e we .. wi Wif IS pPPr. 0 -----'1"..„.7. 44. \- ��IrI.�IIi�I-111 1 .// � - � - \ , -/ ■ - � 2 3 \1 ( 1- 2`2 '�` TYPE: 3' -6" 51' -10" - AISLE LIGHTS: N/A TA SIZE: N/A TA SIZE: N/A QTY DESCRIPTION ALL ST'DS_ OCATION: ALL ST DS TYPE: CADDY EURO TYPE: TRANSFER ARMS ADA COMPANION CHAIR 52' --10" 45'-10" ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS Do PROJECT # P3296 REVISIONS 3' -6" 26 -23 DATE DRAWN BY: JOE MINER SIGNATURE — 72B70242E EURO W /ARTICULATION RISER MOUNTED 4 7/8-1 4 5/16 43 15/16 40 9/16 (D 1 CORRUGATED STEEL ■ 3 8" TREAD f TOP OF CONCRETE DATE: 6 -1 -06 I SCALE: 3/16 " =1' -0" 1/ 27 14 3/8 4 7/8" DIM A 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR SIZE 23 3/4 " -25 1/16" 29 7/16 14 3/8" 5 16" CENT HAIR AMC SOUTH CENTER TUKWILA, WASHINGTON A FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1 /2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90-115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDm0N5: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. 30 7/16" 27" FLOOR: CONCRETE END CHAIR SIZE 19 3/4 " -21 1/16" , 4 1/2 1 If) 0 0 17 1/ 41E FLOOR MOUNTED 24 END CHAIR SIZE 23 3/4" 1/16" 19 3/4 " - 21 1/16" 2.5" FRONT OF CHAIR ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. 4� w W F-- 2 1/2" SIGNATURE — 72B70S41 E EURO W /ARTICULATION FLOOR MOUNTED NOV - 9 2007 City Of Tukwila DRILLING TEMPLATE( BUILDING DIVISION 1 2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT REVIEWED FOR CODE COMPLLgNCE APPROVED WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -OX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED Grand Rapids, MI USA 1-866-GO IRWIN SEATING LAYOUT SHEET 1 OF 6 RECEIVED JUL 1..2 2007 3 {IYi1 ; L./i_:'; ; w, t 3'--6" 26' -1" 3' -6" MODEL NO. ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. SHR. HIGH 23 7 11 60 25 6 15 0 TOTALS 13 26 60 99 -- TOTAL CHAIRS IMI'M WIiI � IiiiI— I, I I_I�nilI - - - I_I _I _I_I_I r.. CI Hall _I101I_I rri —ICI 1 . 1 23 -23 f 45' -10" I ' I 1 I , � 1 1 1 1 -. 1 J 1 1 ICI. �I IMI I�I�I C ICIC CI— ICICICI C I�I�IC_ I _39' -11- 20 -2 13 -23 t 1 I 1 A _ I�I�I�ll�l�IICICICICIsm 1 ism 1 - I 1 1 ICIICICI�IC —I_ 39'-11" 20 -23 1 1 1 I I I . 1 1-_.. I 1 1 1 I_.-. _, , ICI; M11 1- 1—I 1=I1.11I—I—I.111.I—I IIM11ICICICI— ICICI _ 39' -11" 20 -2 iIIIAiifti�7Ia1:�IMO 26' -1 " 13 -23 1 1 1 1 1 -- 1 t - C ICI�ICICI � ICICI�I _ ll I�IiIil1�l:�l�l I 39 20 -23 rr rr - 1 1 CI�ICICICICI�ICI I _39' -11" 20 -2 •r • a— rr rr ,rr r • r.. rim. morn •• �� r� I - � - ICI�I \ \ ; '� , . . \` . © ICI ' �© ICS \` \` -3 1 ' " 5' -8" 2' -6" 3' -2" 8' -2" 4 -23 , ,, 4 2 -23 r ' - » , %� 43 Z 2 / . \ ; ' 1 Ia.t�I�I:�I� 8-2" 4--23 1 " / . .. I / \ / . \ 5' -6" 3 \, - I, 5 -6" (MIN CLEAR) ( ,- MIN ---&-. ^��� © 1 I © I ` / " _ ) (MIN CLEAR) - -- - I n - - �• - Irk _ -�• — ,. ...... _/ ■�� 31-4" �- t om` 71116P....1. Witalli1.111.11111111111 _ ��\-��1 - / TYP C.. ---. � ---._ �/- / gip- =1 -,1 r 2'2s$-/ r_c II I 1 7 _ � � ■ /� �-� � ��I��I�I�I`� --- - -.."■[ ---. 'r/ 0\--1 " \IPPP" \711°P-- ��i irw ai ""e•\f"-- \- \ _ r IT ' 0 � o %% 2 5 , g ./ 3 ry 4 N O i tf 46' -11" t' \`�� �`�i 5' -6" 3'--6" 26' -1" 3' -6" MODEL NO. ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. MED. RISER SHR. HIGH 23 7 11 60 25 6 15 0 TOTALS 13 26 60 99 -- TOTAL CHAIRS IMI'M WIiI =I I, I 32' -0" - - - . - 16 -23 r.. CI Hall rri 1 . 1 �CIC IAICICICI11.I . IC 26' -1" 13 -23 I iIIIAiifti�7Ia1:�IMO 26' -1 " 13 -23 rr rr - 26' -1" 13 -23 2 -3 1 ' " 5' -8" 2' -6" 3' -2" 4' -6" 5' -8" 2 -3 1/ \, © 1 I © I ` / " I © © 1. \ / \, / I 1 - 2 \ • 11 1 -23 / I &I_4 2 -2 4 / \ ` ( 5 ._ 6 " 1� 1 -2 (TYP) t' \`�� �`�i 5' -6" I_ / 3' -0" / \ `\ .- I st (TYP) (MIN CLEAR) (MIN C r-- s '.�: • R) _ (MIN CLEAR) 27-1 " —� " , 4n a -1 3 4' - -2 3/8" � it 10 26 ' _10 , . 1. 1 27' -2 1 8" 2 5, 6_23 - I� �I�I�I�I 2 1p 10 111.... r--- -� ~om 27' -1 1 /8" _25,5 —� I - ..,.._,... 1 7,______, . . . . . 7 ilk 11111 ...-31" 0 7 W -.....-;.,,,,, !-j 1 --25 1...-------- IME ..._ p 0 . . . . . ac-z-.--••-•7•---,,W:+-Iiiiitiommommi _ _7r ,- 26 1 y a_ r _ G _ Q C ° o kf 4 U :O OE O 0 b THEATRE #4 MODEL NO. FLOOR MED. RISER SHR. HIGH 23 7 11 60 25 6 15 0 TOTALS 13 26 60 99 -- TOTAL CHAIRS REVIEWED FOR CODE COMPLIAN MODEL NO. APPROVED NOV - 9 2007 SHR. HIGH City Of Tukwila 158 ING DIVISIO 1876 GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS THEATRE #3 MODEL NO. FLOOR MED. RISER SHR. HIGH 23 9 24 135 25 11 36 0 TOTALS 20 60 135 215 - TOTAL CHAIRS td- 2'-3 3/4" r 1 CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 233/4 " +4 " =2' -33/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR "(2 1 3/4 " ) , N25 THIS /1 s ) N co 1n a cn w U, a w w cn w 1n a w I- Z 0 0 0 J LI.. 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER 39 5 ADA TRANSFER ARMS 5 ADA' COMPANION CHAIRS RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE RIGHT BACK CHAIR SIZE ARM �_al�ar �rrrre'���rjrr l01 ©I ©I©I©IE�I 10' -4' TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. NOTE: ACCESSORY ORIENTATION IS REFERENCED SEAT NUMBER SEATED IN CHAIR ". CHAIR SYMBOL DETAIL LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY 3'--6" AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT N II CA) © OR o (MB) OR (ACC) 0 0 0 0 ALL ST 80 0 OTHER ACCESSORIES 6 1r J 0 S L1. 1n a rn 33 --1" 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL QTY DESCRIPTION AISLE LIGHTS: N/A TA SIZE: N/A TA SIZE: N/A 'DS_OCATION: ALL ST'DS TYPE: CADDY EURO TYPE: TRANSFER ARMS TYPE: ©= ADA COMPANION CHAIR PROJECT # P3296 REVISIONS DATE CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2' 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDmONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDmONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. L S TOP OF CONCRETE CORRUGATED SIttL FLOOR REQUIREMENTS: WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED AMC SOUTH CENTER TUKWILA, WASHINGTON DATE: 6 -1 -06 SIGNATURE -- 72B70242E EURO W /ARTICULATION RISER MOUNTED ;ire TREAD 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR SIZE 0 END CHAIR SIZE 23 3/4 " -25 1/16" 19 3/4' -21 1/16" 7 " 4 1/2" K)- U, 4 � 2 1/2" SIGNATURE — 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED SCALE: 3/16 " =1' -0" 41E FLOOR MOUNTED DRILLING TEMPLATE CENTS £HAIR END CHAIR SIZE 23 3/4 " -25 1/16" 19 3/4 " - 21 1/16" FRONT OF CHAIR BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT FLOOR: CONCRETE DRAWN BY: JOE MINER ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. B312 Irwin Grand Rapids, MI USA 1-- 866 -GO IRWIN SEATING LAYOUT SHEET 2 OF 6 :E Et JUL 1.2 ?9@7 3'--6" 34' --0" . 3' -6" MODEL NO. ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" ART. MED. RISER FOR BACK PITCH PLUS 4 5/16" FOR ART. 10 21 i ���- r r arm I i i I 51 1=1.rirlrlrlrirlrl IrIrIrlrlrl INC 38' -O" Irlrl =Irlr I Ir ' -" , 1 I 1 4 32 -0" r _, -�^... , 1 1 �J �Ilrlrirlrr •- 1.1_rlrlrfr_�lrirlr ■ rl1rrlrlrlrlrl 16 -2 1114l 39' -11" 20 -23 i , l 1 I s r" - � • I I!Ilrlrlrlrl 32' -0" ii■` 1? 771-11-01W111 Ir -'-�i 1 L�.�I r lrl I I r , , r '^�� w J l . . . . . . . . . . . . . . . . . 34' -_0" 17 -2 ` ±r1 1 I— 1 I 1 A_, -,.�1 1 �Irlrl rlrlrlrl� l , err I r - r - , l I 1 r I r lrlrirlrl l rl�lr 16 -2 34' -0" 17 -2 1 I I 4 1 1 I I�irlrirlrlrl rfr l,_ I _,I IRI- 1�"'��l I �Iwlr 1 I rl_ ir lrirlrlri rlaii:rirfrl:r I_ r 1 1 - �-1 32' -0 " 34' -0" 17 -2 - ■a ` INIOMM ■ 1 � 1 1 1_ � 1 � . IirfrVrll ll 1 1 1 I r -- I_..- ...�1""'�l � ira \ . / 34' -0" 17 -2 4' -3 1 4" 5' -8" 44' -6" 3' -2" 4' -6" . 5' -8" 6' -2 3/4" a [©]I I'. / \, r' -1[vl 4' -4" 2 -Z" � ,• -4" 2 -2` * 1 1 \ I I r \ ` ' 1 I rr `� ‘_i Z ' 1 ' -4" 2 -23 I 1 r \ I 1 • `� 11 I�IIr1i� ��r 5' -6" 3, r 0" I. 5' -6" (TIT) Ir l 0 ... 1 . • r' `. r , r •' `N � + ©I` © 1`, r • �r� +�4 A \ r!P o I'�• / ` r1 i ©I riri '� Ir1�l�. = 4 '--3" 2 -23 I r ' 4' -3" 2 -2 0 r r • r l fil 4' -3" 2 -23 Qi ' 6 3-2 -. - � 111 X23 , � 1 2 s �0� rp S ri ,,,, .. .� N, 0 I 0 (TYP) N L� -- L 5' -6" L r 3' -0" Z_ - -- 'Lk' --..__ `J I 5' -6" I (MIN CLEAR) (MIN C 73 D — ?�_�i� Us r I ) 35' -4" (MIN CLEAR) l r1 TIP ��1 \11..'-- " �� - \ -,� \ — �� - p ° mss, �� ►�I�IM►i�l�l��; �- 35' -5 1 /2 " �� = 35 3/8" �� r � r * �r-- TYP iii -.�ir� ] -� r 11 , _ 1/4" �j! \-g 0 ° Q0 A ��rl�lirlrl�l� -�`. -t- 73 D G N =, l l � al� __I —� 2s y a P-- v i THEATRE #6 MODEL NO. FLOOR MED. RISER ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 10 21 97 25 I 30 Nm ow. —mow ma U I mon MEM PPM NMI NMI MN p — t NMI — I 51 1=1.rirlrlrlrirlrl IrIrIrlrlrl INC 38' -O" 19-23 ,, I Ir ' -" , 1 I 1 4 32 -0" r _, -�^... , 1 1 �J •- 1.1_rlrlrfr_�lrirlr ■ rl1rrlrlrlrlrl 16 -2 i , l 1 I s r" - � • I I!Ilrlrlrlrl 32' -0" I L . l 1 I. - = -1 r lrlrlrlrlrl r lrl 1? 16 -23 w J I 1 1 1 I 1".�r ) I rl�lrl�lrlrlrlr 32' -0" 1 I— 1 I 1 A_, -,.�1 1 �Irlrl rlrlrlrl� l 16 -2 I I 4 1 1 I I�irlrirlrlrl rfr r 1 L I 1 - 1 r11Ir1r1r11=E _ i _rl 16 -23 32' -0 " i INIOMM ■ Ir ira \ . / ` . / lIVO 1,. -4" •l `. : 1IWO a [©]I I'. / \, r' -1[vl 4' -4" 2 -Z" • 2- 23 ,• -4" 2 -2` * 1 1 \ I I r \ ` ' 1 I rr `� ‘_i Z ' 1 ' -4" 2 -23 I 1 r \ I 1 • `� 11 I r • I r • `' 1 r ' • .t k' . .._ 1 / \ I r' `' I ( ' 3 . -6 " 5' -6" 3, r 0" I. 5' -6" (TIT) � � (MIN CLEAR) (MIN • - (MIN CLEAR) a ao vr- �r� +�4 3 Z �lA��1r--- _ (TYP) '� Ir1�l�. = �I "` ,�1� �'3) / 1; j,-----NI � r- r. �� i i�1,.1. = ���Irlrlrl�l ` 3 -. - � 111 X23 , � 1 2 s �0� rp S ri ,,,, ,� 2 N, 0 I 0 i 39' -0" THEATRE #6 MODEL NO. FLOOR MED. RISER SHR. HIGH 23 10 21 97 25 7 30 0 TOTALS 17 51 97 165 - TOTAL CHAIRS REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING D SION GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS THEATRE #5 MODEL NO. FLOOR MTD MED. RISER SUPER HIGH 23 12 21 91 25 4 11 0 TOTALS 16 32 91 139 - TOTAL CHAIRS 0 I I1) 0 a CD r" 0) w Ih 0 I 17 ter= t N 0 � o 1 Ix Ix w w ¢ N IX 2' -3 3/4" CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR 3"23 13/4"),N25 (25PROJECT: 5 3' -6" 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS 5 ADA COMPANION CHAIRS 5 ADA TRANSFER ARMS 32' I-0" DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE RIGHT BACK CHAIR SIZE ARM l01 ©111 ©1 ©1tuI 10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. SEAT 3' -6" CHAIR SYMBOL DETAIL LEFT 6-20 L L CHAIR SIZE CHAIR Q UANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED NUMBER "AS SEATED IN CHAIR ". LATE ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL QTY DESCRIPTION AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT N ri 11 (A) OR (MB) OR (ACC) C 0 0 0 0 ALL ST 80 0 OTHER ACCESSORIES 41' -0" 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS AISLE LIGHTS: N/A TA SIZE: N/A TA SIZE: N/A DS OCATION: ALL ST' DS TYPE: CADDY EURO TYPE: TRANSFER ARMS TYPE: Cp = ADA COMPANION CHAIR 0) 0 - I CD I- 11 -J 2 IL' w V) In 0 En 2 V) In a I- In 0 I-- U) w U1 0 w I- Z 0 IY 0 0 J U- DIV16 PROJECT # P3296 REVISIONS DATE DATE: 6 -1 -06 SIGNATURE — 72B70242E EURO W /ARTICULATION RISER MOUNTED re) O 0 TREAD SCALE: 3/16 " =1' -0" 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 3/4 "-25 1/16" 19 3/4 " -21 1/16" B CENTLL Z HAIR SIGNATURE — 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 24 41E FLOOR MOUNTED DRILLING TEMPLATE END CHAIR SIZE 23 3/4 " -25 1/16" 19 3/4 "-21 FRONT OF CHAIR cr) 2 1/2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT AMC SOUTH CENTER TUKWILA, WASHINGTON FLOOR: CONCRETE DRAWN BY: JOE MINER ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.5.1. 5. STRUCTURAL LIGHT WEIGHT CONCRETE ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDITIONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. ..TOP OF CONCRETE CORRUGATED STEEL FLOOR REQUIREMENTS: WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C-DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW 3. NOTE WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED 8313 Irwin Seating Company® Grand Rapids, MI USA 1- 866 -GO IRWIN SEATING LAYOUT SHEET 3 OF 6 RECEIVEI JUL 12 7). i'IzHi q; • d I THEATRE #8 MODEL NO. FLOOR MED. RISER SHR, HIGH 23 7 11 60 25 5 15 0 TOTALS 13 26 60 99 - TOTAL CHAIRS GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS THEATRE #7 MODEL N0. IFLOOR MT'D MED, RISER SUPER HIGH 23 j 12 21 91 25 1 4 11 0 TOTALS 16 32 91 139 - TOTAL CHAIRS CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 " +4 " =2' -33/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 1O' -2 314" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4 "), 25 "(25 1/16") 1. 0 w N F U, 3' -6" mmilm _ - UMW Ic Ij 132' - c 111•1 11.1111111W11111111111 Ii 132' -0" I If 132 —0" X 11 i1I I'I± 132' -O" _ — "' `'- ��f j ••, rr 1��. —` r . j \ % t V� 1V'J I h • . . fi r f N f I IL J i _'' 1 4' --4" 2-2e ^ ` � '? ' -4 2 -23 ' r . ►, -4„ 2 -2 " � }; � �' — 4 " 2 - _, s' f ! 7.,r ii 1 (MIN YLEAR) (MIN CLEAR) ■ TYP 5 r I IN IN MI MIMI IMF.= all M WIN 1—i -`_ — 5' -6" 1 (MIN CLEAR) moo 000.0„ MN MIN I 1ti rat Lffji Y�- 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. _ "____. . — ,L , I i „.............„„.,....e.,.....,.4:1-_„...,._,,, 39 32'L-0" { 0 • 1 5 ADA COMPANION CHAIRS 5 ADA TRANSFER ARMS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3 -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE RIGHT TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. BACK CHAIR SIZE ARM SEAT 10' -4 NUMBER PLATE 16-231 16 -23' CHAIR SYMBOL DETAIL –;. -or,BE pip-m,. � l0I©I©IEPI ©Iii 19-23 16 -231 IYf 3 -6" 3' -3" LEFT lit -- t I ,cc ��s�w�xri?�� u. ear.. rr���' �' x^. sr^ eu�� r. � :rx•r..�.'��.-:� 6 -20 L L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR ". AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI-AMBULATORY SEAT SYMBOL OR (MB) OR (ACC) 0 QTY 0 0 0 ALL ST' 80 OTHER ACCESSORIES Ui W i In :n P J w TYPE: 3' -5" fli 32' -0" its 8 AISLE LIGHTS: N/A TA SIZE: N/A TA SIZE: N/A TYPE: TRANSFER ARMS = ADA COMPANION CHAIR 33' —?" 26' -1 ALLOW 14 3/8" ACTUAL FOR STANDARD. BACK PITCH PLUS 4 5/16" FOR ART. 13-2 '26 NEM NM OMR MEM s gem mom 5. -8" 2.-6" 3' - ", 0 , 1 I I . 5' -6" -II (MIN CLEAR) DESCRIPTION ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) 27' -1" 0 aft ow „ • r1O „ j 27'_'2 1/8" 25 ,8 000 000. ,5-2,3 I 1511 c..=C. r , ..r,,,I. 7 ,r'• , �c: _=- .-=- 'L�vcr'7:txd<. 4 Li s 4 4 .0 - _... .mss ...._.._. r ._. ._ 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS DiOCATION: ALL ST'DS TYPE: CADDY EURO 5 . -8 " 3 ' — 6 " 16 -23 13 --231 1 .1. 2' 1 /gl s; i, :if 0 40 0 0�1 -2 PROJECT # P3296 REVISIONS DATE L SIGNATURE - 72B70242E EURO W /ARTICULATION RISER MOUNTED 4 7/8 4 5/16 43 15/16 40 9/16 DATE: 6 SCALE: 3/16"=1 — DRAWN BY: JOE MINER TREAD 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 3/4 " -25 1/16" 19 3/4 " -21 1/16" " SIGNATURE - 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 29 7/16 CORRUGATED S1k>=L 143/8 B 27 41E FLOOR MOUNTED DRILLING TEMPLATE CENT ECHAIR 23 3/4 " -25 1/16" 19 3/4 " -21 1/16" FRONT OF CHAIR BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE ACCEPTABLE UNDER THE FOLLOWING CONDmONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 --115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDMONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. r TOP OF CONCRETE AMC SOUTH CENTER TUKWILA, WASHINGTON 4 1/2" i U) 0 FLOOR: CONCRETE 17 1/2 2.5" ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. 24 END CHAIR SIZE 4 w 2 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2QD7 City Of Tukwila BUILDING DIVISION 1 2" WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -DX UNDERIAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED 6314 Irwin Seating Company. Grand Rapids, MI USA 1- 866 -GO IRWIN SEATING LAYOUT SHEET 4 OF 6 RECEIVEL JUL 1.2 2+107 THEATRE #10 MODEL NO. I FLOOR MED, RISER SHR. HIGH 23 11 27 202 25 12 42 0 TOTALS 23 69 202 294 -- TOTAL CHAIRS GRAND TOTALS THEATRE 0 MODEL NO, j FLOOR !MED. RISER 1 SHR. HIGH 23 -4 11 1876 27 202 25 12 TOTALS 42 0 TOTALS 23 { 69 202 294 -- TOTAL CHAIRS GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS w w tc F- w v)a g C �l u w n v3 n a w cr w U? L.] t•-- 0 0 0 U- F- 31 6.7 c INII ;. -' 11E'W•AIM =1 .' =TI 1•1111MIWINI111111111111111 -5 k i! 4" - _- ___ -10" il( 45' -10" fII ;45' -10" MI= Ma 110 ' -6" 3 _ Y TYP, CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR SIZES ON THIS PROJECT: 23"(23 3/4 "), 25 "(25 1/16") -- ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 1 • -. -i { 23 -2 10' -2 1/8" 5 -23 rp 8 ,_ 6 ,, (MIN CL 5`--8" . a .tu , 6 -1 3-23 6' -5 3/4" 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS 52'-10" 45' -10" 3'--2" • 3' -6., 4'--6 5' -g" 10' -2 1/8" =.4 s i 4'-3" 2 -23 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE i 10' -3" ? �Ui N. }} 3' -0" ... _. 5 6 EAR) (MiN CLEAR) (MIN CLEAR) NY vill11111111111M1711111 , . 47'_g 7 /g" -- RIGHT TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. BACK CHAIR SIZE ARM SEAT 10' -4" NUMBER PLATE 23 -23 _ _ .J+ 23 -23? ;EI 5 -23 (TYP ) f 47' -10 7/8" ..i.g...._,,....... ""100.44 A - i lIP : 00 .000 0 1 tf5 Vaal t „,„01.=1,„ 11ff , 777 est maw il ei‘ � � J ; ,y ..- �. s 7 j � 0 0_ 3 1 C a 0 in 4 I 3'--5 1/4 T N- r. t A s i II CHAIR SYMBOL DETAIL li li I I {i LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR ". AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT w w II 0 C,) C) w 0 w �-- z 0 0 0 Im ) T J 0 . 0 (MB) OR (ACC) 0 0 0 O ALL ST 80 51'_10" OTHER ACCESSORIES �-- ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. ( _. _._ 1 / 4 ' . TIME.= WWI= Elf =1111111/1MI1111.11/ =111111 1111111111 =1• :IMI= '1M11 45 JIMIIIIMIN1111•111rSINE M111,1•11.11••=111M,INIIIWIMMIIIN MAN 4 - 23 -23 _ •45' -10" - - - - - - -lam- - ' -i -f_'_ _ -M_II: 111W_ -)11111111!_'__ - -_ -_ 45' -10" _. 10' -2 1/8" 5' -8" E____ 110' -3" 5- •-23 Ii 3' -6" il (TYP) r i s IrI� (M'N CLEAR) t � - �`�� -� ! / iEfZ/ 4o/ 1, (MIN CLEAR) 47'_ n_ 7 13 6'--5 3/4" i3, -2„ 4' -6" 5' -6" (MIN CLEAR) _1" 3.2 52' -10" 45'- 10" I- 1 y - -3" 2-23 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL QTY DESCRIPTION AISLE LIGHTS: N/A 'D�CCATION: ALL ST'DS TYPE: CADDY EURO TYPE: TRANSFER ARMS TYPE: © = ADA COMPANION CHAIR c N`° - , I 1 5' -6" 0 QJ 0 10' -3" 23--23 10 -2 1 /8" z i■ w' 0 �` 3' - 26 -23 Ali i I 5 -23 s tit 1 e ft; z ti, p fit. 1 it! � ::�, .,M�..,_,,.�,. .,, °„„_., Y a _ t k t i a D , Db0 PROJECT # P3296 REVISIONS DATE AMC SOUTH CENTER TUKWILA, WASHINGTON TA SIZE: N/A TA SIZE: N/A L CORRUGATED STEEL FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNIEU CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WfTH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDmONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. S TOP OF CONCRETE WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEY WASHER HEAD S.M. SCREW NOTE: WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED DATE: 6 DRAWN BY: JOE MINER SIGNATURE -- 72B70242E EURO W /ARTICULATION RISER MOUNTED 0 TREAD 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 .3/4 " -25 1/16" 19 3/4 " -21 1/16" D 4 1/2" 0 4" +/— w Ln 2 1/2" SIGNATURE --- 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 43 15/16 40 9/16 B 41E FLOOR MOUNTED DRILLING TEMPLATE CENTEgF£HAIR 24 END CHAIR SIZE 23 .3/4 " -25 1/16" 19 3/4 " -21 1/16" 2.5" FRONT OF CHAIR REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING DIVISION 1 2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT SCALE: 3/16"=1'-0" FLOOR: CONCRETE ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. to B315 Irwin Seating Company. Grand Rapids, MI USA 1- 866 —GO IRWIN SEATING LAYOUT SHEET 5 OF 6 RECEVEL JUL 1.2 2007 VLN : , 145' -1 O" 23 -23 w w tc F- w v)a g C �l u w n v3 n a w cr w U? L.] t•-- 0 0 0 U- F- 31 6.7 c INII ;. -' 11E'W•AIM =1 .' =TI 1•1111MIWINI111111111111111 -5 k i! 4" - _- ___ -10" il( 45' -10" fII ;45' -10" MI= Ma 110 ' -6" 3 _ Y TYP, CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR SIZES ON THIS PROJECT: 23"(23 3/4 "), 25 "(25 1/16") -- ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 1 • -. -i { 23 -2 10' -2 1/8" 5 -23 rp 8 ,_ 6 ,, (MIN CL 5`--8" . a .tu , 6 -1 3-23 6' -5 3/4" 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS 52'-10" 45' -10" 3'--2" • 3' -6., 4'--6 5' -g" 10' -2 1/8" =.4 s i 4'-3" 2 -23 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5' -6" OUTSIDE TO OUTSIDE i 10' -3" ? �Ui N. }} 3' -0" ... _. 5 6 EAR) (MiN CLEAR) (MIN CLEAR) NY vill11111111111M1711111 , . 47'_g 7 /g" -- RIGHT TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. BACK CHAIR SIZE ARM SEAT 10' -4" NUMBER PLATE 23 -23 _ _ .J+ 23 -23? ;EI 5 -23 (TYP ) f 47' -10 7/8" ..i.g...._,,....... ""100.44 A - i lIP : 00 .000 0 1 tf5 Vaal t „,„01.=1,„ 11ff , 777 est maw il ei‘ � � J ; ,y ..- �. s 7 j � 0 0_ 3 1 C a 0 in 4 I 3'--5 1/4 T N- r. t A s i II CHAIR SYMBOL DETAIL li li I I {i LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR ". AISLE LIGHT J -BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS SEMI - AMBULATORY SEAT w w II 0 C,) C) w 0 w �-- z 0 0 0 Im ) T J 0 . 0 (MB) OR (ACC) 0 0 0 O ALL ST 80 51'_10" OTHER ACCESSORIES �-- ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. ( _. _._ 1 / 4 ' . TIME.= WWI= Elf =1111111/1MI1111.11/ =111111 1111111111 =1• :IMI= '1M11 45 JIMIIIIMIN1111•111rSINE M111,1•11.11••=111M,INIIIWIMMIIIN MAN 4 - 23 -23 _ •45' -10" - - - - - - -lam- - ' -i -f_'_ _ -M_II: 111W_ -)11111111!_'__ - -_ -_ 45' -10" _. 10' -2 1/8" 5' -8" E____ 110' -3" 5- •-23 Ii 3' -6" il (TYP) r i s IrI� (M'N CLEAR) t � - �`�� -� ! / iEfZ/ 4o/ 1, (MIN CLEAR) 47'_ n_ 7 13 6'--5 3/4" i3, -2„ 4' -6" 5' -6" (MIN CLEAR) _1" 3.2 52' -10" 45'- 10" I- 1 y - -3" 2-23 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL QTY DESCRIPTION AISLE LIGHTS: N/A 'D�CCATION: ALL ST'DS TYPE: CADDY EURO TYPE: TRANSFER ARMS TYPE: © = ADA COMPANION CHAIR c N`° - , I 1 5' -6" 0 QJ 0 10' -3" 23--23 10 -2 1 /8" z i■ w' 0 �` 3' - 26 -23 Ali i I 5 -23 s tit 1 e ft; z ti, p fit. 1 it! � ::�, .,M�..,_,,.�,. .,, °„„_., Y a _ t k t i a D , Db0 PROJECT # P3296 REVISIONS DATE AMC SOUTH CENTER TUKWILA, WASHINGTON TA SIZE: N/A TA SIZE: N/A L CORRUGATED STEEL FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNIEU CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WfTH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDmONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. S TOP OF CONCRETE WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEY WASHER HEAD S.M. SCREW NOTE: WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED DATE: 6 DRAWN BY: JOE MINER SIGNATURE -- 72B70242E EURO W /ARTICULATION RISER MOUNTED 0 TREAD 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 .3/4 " -25 1/16" 19 3/4 " -21 1/16" D 4 1/2" 0 4" +/— w Ln 2 1/2" SIGNATURE --- 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 43 15/16 40 9/16 B 41E FLOOR MOUNTED DRILLING TEMPLATE CENTEgF£HAIR 24 END CHAIR SIZE 23 .3/4 " -25 1/16" 19 3/4 " -21 1/16" 2.5" FRONT OF CHAIR REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING DIVISION 1 2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT SCALE: 3/16"=1'-0" FLOOR: CONCRETE ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. to B315 Irwin Seating Company. Grand Rapids, MI USA 1- 866 —GO IRWIN SEATING LAYOUT SHEET 5 OF 6 RECEVEL JUL 1.2 2007 VLN : , GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 - TOTAL CHAIRS THEATRE #11 MODEL NO. FLOOR IMED. RISER SHR. HIGH] 135 0 23 9 I-- 24 11 35 25 _ LI � 'I_'_'t '.. _, 20 I 60 — I.— .Y_ — }}�11 I II —�i -!— _I'_ � —�' — THEATRE #11 MODEL NO. FLOOR IMED. RISER SHR. HIGH] 135 0 23 9 I-- 24 11 35 25 TOTALS 20 I 60 135 I 215 - TOTAL CHAIRS i THEATRE #12 , MODEL NO. F FLOOR M MED. RISER I SHR. HIGH 1 23 7 7 1 11 I I 60 i 25 6 6 1 15 0 0 TOTALS 1 13 2 26 I 6 60 99 - T TOTAL CHAIRS CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2' -3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10' -2 3/4" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4 "), 25 "(25 1/16 ") N L0 v) 0 0 I II ▪ II 0 vj F-- <w vz i+ I: w I .f 1 - w W w ; to - co w Lei ID i N { =1 !I; C') 1 II s w > N D r' Al .,, ) t;I taf C\¢ i 0 0 J it 3-- 6" I � _h W 39' -11" ?� I 45' -10" !II 39' --11" 39' -1 1" • 8 -2 " !.; I (TIT) .3' -3 1/2" I 39' •---11" ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. —a— —a— - —' 11MI_ ism ''1_i— ;. —im- — —' _i -- I-T_ .I_1 •f •1 20- 231 ) INIAmm.limommin wow= !39' i 1 1 r 39' -11" MI IMMO WEN 11111111•111111,WM it 1 - 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS 4 -23 46'-11" (MIN CLE R) I (1N i LEAR) I ' (MIN CLEAR) 01161' fir** xT,-,,, 1 �� �,, - IA - ,�°:�. ,°°°E_i�r.` -TMa�. =e nd ��a t + �ro,x bS'_.•F.w .�`.'^4�" °.'='' • cL F 1 i i Y C A DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER 5 P.DA TRANSFER ARMS 5 ADA COMPANION CHAIRS RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR - 3 -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR - 5'--6" OUTSIDE TO OUTSIDE - IMAM ''� I o 1111E1 . 4' -3" 2 -23 i ') '' 4'- 3 -2 _ f4 RIGHT 10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. BACK CHAIR SIZE ARM SEAT NUMBER 0 1 8'-- 2" CHAIR SYMBOL DETAIL irgal was .. ■t.,. l01 ©I©IEMI ©UI J I LEFT 6 -20 L L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR" 20 -23 20 -231 20 ---23 20 -2 3 23 - 23 ADA END Oil 1 It FII Ih 4-- 23 !._.w�__- — lTYP, `j M ai lip Ii AISLE LIGHT J - BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM REMOVABLE CHAIRS SEMI - AMBULATORY SEAT SYMBOL 0 �'J © OR (MB) OR (ACC) QTY 0 0 0 80 0 OTHER ACCESSORIES 0 TA SIZE: N/A TA SIZE: N/A TYPE: 0 U, 1 LU U] C :D AISLE LIGHTS: N/A a3. -2 3/8" a ° (IYF) I t 1,, i�; ©? d-[o i; ∎ I N. l. ca � 26'r 27' -1 1/8" TYPE: TRANSFER ARMS 3' -6" , NOIMM 21111 T- 32' -0" 0 0 L,_ 4 y I DESCRIPTION ©= ADA COMPANION CHAIR ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 1 11M.1=111=1. AMINE: 1111111fiWIMILMIII1 I= M 126' -1" S 1 MI =VW= WIEN' 1111111M1=1"•111$11111.111•1 —'IOW— I —'— — M®11=1- 1- 1 — " = -1 0001 11111 27' -2 1/8" 25 , 8 _ 7 ter. ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) 33' -1" ALL ST'D ..00ATION: ALL ST DS TYPE: CADDY EURO 26' -1" 27'- -1 " 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS 3 , `6 " 16-23 4)5 i3--23 _23 if 3' -1 3 I PROJECT # P3296 REVISIONS DATE L DATE: 6 - - 06 DRAWN BY: JOE MINER SIGNATURE - 72B70242E EURO W /ARTICULATION RISER MOUNTED 4 7/8 4 5/16 43 15/16 40 9/16 ■ O to CORRUGATED STEEL 3 8" TREAD 14 3/8 B ✓ TOP OF CONCRETE SCALE: 3/16"=1'— 4 7/8" 5 27 DIM A 29 7/16 14 3/8" AMC SOUTH CENTER TUKWILA, WASHINGTON 1 6" 30 7/16" 27" 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 3/4" --25 1/16" 19 3/4 " -21 1/16" G 17 1/2 / 4 1/2" SIGNATURE — 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 24 41E FLOOR MOUNTED DRILLING TEMPLATE CENTi r£HAIR END CHAIR SIZE 23 3/4 " - 1/16" 19 3/4 " -21 1/16" FLOOR REQUIREMENTS: CONCRE I k: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR- 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDITIONS: FLOOR MOUNTED CHAIRS, 3" THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. FLOOR: CONCRETE FRONT OF CHAIR ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. n 4 " +/- 0 I- U) 2 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2001 City Of Tukwila , BUILDING DIVISION BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C -DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. -OR- B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE: -WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED 6316 Irwin Seating Company® Grand Rapids, MI USA 1- 866 —GO IRWIN SEATING LAYOUT SHEET 6 OF 6 RECENED JUL 1.2 2007 tNiV' • iii THEATRE #1 4 MODEL NO. FLOOR MED_ RISER MED. RISER SHR. HIGH 23 10 91 21 97 25 7 0 30 0 TOTALS I 17 91 51 97 165 — TOTAL CHARS THEATRE #13 MODEL NO. FLOOR MT'D MED_ RISER SUPER HIGH 23 12 21 91 25 4 11 0 TOTALS 16 32 91 139 — TOTAL CHAIRS GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 — TOTAL CHAIRS 0 0 38'--0" ; 19-23 t C Elm .- .___. - -- ,, ; iIi 32 , -0 ,. I .__.. — i :i ..p.. ....._, I N _ ._- ' z ;32, —O" I ti 3 -6•' +;I {32' -0" 3' -6" 3I 2" ,TYP I' l`- Iii - r uI CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 23 3/4" + 4" = 2'-3 3/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 1O'-2 3/4" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4 "), 25 "(25 1/16") 1 d IEDMINEMENII TEE 32' --0" ALLOW 14 3/8" ACTUAL i y 3 _- _ -..._ • • _4" ! "' • r + , i 5 --6 I (MIN CLEAR) ■ d i . 1 FOR STANDARD BACK PITCH PLUS 4 5/16 " FOR ART. " 2 -23; f. 39' --0" 32' 0" 5 ADA COMPANION CHAIRS 5 ADA TRANSFER ARMS --- 0" (PIN LEA �.t I 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS rel " 2-2 . • 11 •11imi I 5'-6„ (MiN CLEAR) DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER �� 7 671 3' -6" , 16 -2. 16.23! 16 -23i 16 -231 3' -6" (T {P „+"- - ='a - :,fix.• -� — rr._:vYx =s.' k i 3 ' -3 „ RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR — 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR — 5' -6" OUTSIDE TO OUTSIDE RIGHT SEAT !if ij 11 I, �r..Y r x�:_s •:3 x�_w�rs: aaa wx _r :a : e xsE �r` tt :z: rim :a - -*-4: - 4:a • 2,s;_ de- us-Z. :s. s:rx :— •:r- :- =4= �•r sz y 10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. BACK CHAIR SIZE ARM CHAIR SYMBOL DETAIL PLATE LEFT 6-20 L L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR ". SEMI — AMBULATORY SEAT © = ADA COMPANION CHAIR ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL AISLE UGHT J —BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END REMOVABLE CHAIRS OR (MB) OR (ACC) 3' -6" 9` -1 OTHER ACCESSORIES EM v:±= -x•11.111111•111 11111111111111111111111 •11 WEN IM._ —!U—M_ ®_M_I_1-1111111J!_ _ ' I �y 17 -23 134' -0" 4 __ _I —0" 1:_f_1__''— =—' ® — 1___111111 17-231 5' -8" 4' -6" 3' -2 4' -6 5'-8" 6'_2 3/4 " 34 -' -0" i \ ti —3" 2 -23 * a _ 3' -2" (T P) H35' i 3/8" 1�. to TYPE: 5 5' -6" (MIN CLEAR) ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 0 AISLE LIGHTS: N/A 0 TA SIZE: N/A 0 TA SIZE: N/A QTY DESCRIPTION 41' -0" 34' -0 ! k' i I 4' -3" 2 -23 I I 3' -0" (MIN CL 35'— 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS „�•e_ ,V ., ik•— .•r...r_..- s - 7..- ._- .— �r -ahn. "mac �: '?:Si;:Yi•Yn ='' f'r EM - 5' -6" (MIN CLEAR) V. 17- --231 I'I I 35' -5 1/7' i ! — r _ 0°' 1 35'-4 1/4" 7,, O • 20 -23 — fi TYP 3' -2" TYP 0 0 0 0 L PROJECT # P3296 REVISIONS DATE L ALL ST DS_OCATION: ALL ST'DS TYPE: CADDY EURO DATE: 6 - - 06 SIGNATURE — 72B70242E EURO W /ARTICULATION RISER MOUNTED s CD ED m rn LO O O TREAD DIM A 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR END CHAIR SIZE SIZE 23 3/4 " -25 1/16" 7" ,4 1/2" 19 3/4 " -21 1/16" O 4 " +/— Q w 2 1/2" SIGNATURE — 72B70S41E EURO W /ARTICULATION FLOOR MOUNTED 4 7/6 4 5/16 43 15/16 40 9/16 29 7/16 27 41E FLOOR MOUNTED DRILLING TEMPLATE CENT'tHAIR END CHAIR SIZE 23 3/4 " -25 1/16" 19 3/4 " -21 1/16" 2.5" FRONT OF CHAIR REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2001 City Of Tukwila B ILDIN DIVISION 1 2" BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT FLOOR REQUIREMENTS: CONCRETE: 1 FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR— 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDITIONS: FLOOR MOUNTED CHAIRS, 3" THICK. FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. S TOP OF CONCRETE CORRUGATED STEEL AMC SOUTH CENTER TUKWILA, WASHINGTON SCALE: 3/16"=1'-0" FLOOR: CONCRETE 80 TYPE: TRANSFER ARMS DRAWN BY: JOE MINER ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A PLYWOOD: (MIN REQUIREMENTS) C —DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. —OR— B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE: WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED Li • B317 j I rwip Grand Rapids, MI USA 1- 866 —GO IRWIN SEATING LAYOUT SHEET 7 OF 6 REVEWED JUL 12 2007 THEATRE #15 MODEL NO. FLOOR MT'D MED. RISER SUPER HIGH 23 12 21 91 25 4 11 0 TOTALS 16 32 91 139 — TOTAL CHAIRS • GRAND TOTALS MODEL NO. FLOOR MED. RISER SHR. HIGH 23 158 326 1876 25 124 404 0 TOTALS 282 730 1876 2888 — TOTAL CHAIRS THEATRE #1 6 MODEL NO. FLOOR I MED- RISER SHR. HIGH 23 7 11 60 25 6 15 0 TOTALS 13 26 60 99 — TOTAL CHAIRS 0, F- r -d- I v, CHAIR SIZE: 23 3/4" PLUS 4" (2" PER END) 233/4" +4" =2' -33/4" 5 -23" CHAIRS IN A ROW: 5 X 23 3/4" + 4" = 10'-2 3/4" CHAIR SIZES ON THIS PROJECT: 23 "(23 3/4 "), 25 "(25 1 /16 ") �i 3' -6" 32' -0" r ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. _._'I _I_ ME - FIN TWINE 2111.11.111M1 38 —0" y32' -0 IM_T__,111•_ 3 32' -0" try 32' -0" =EMI , IM jam'' \ ti, \ . ; f : l[q�l I r I ' � , ' G _...__.._ .4 _._.... I ` f _ - ;.. -. -_ .2.4 - .. - - F , --6" -I 1_3'10-,I I_ 5 —6 (MIN CLEAR) (MIN t LEAK) (MIN CLEAR) ' w { 3' -6" TYP (TYP) 9 �7 10004'---orilli011l • 111161 *Nrit , __ im 1 �. _.� ':. � Wig 11* 7 r 01 1111A 80 ADA TRANSFER ARMS 80 ADA COMPANION CHAIRS 39' -0" 5 ADA COMPANION CHAIRS 5 ADA TRANSFER ARMS DISTANCE FROM OUTSIDE OF CUPHOLDER TO OUTSIDE OF CUPHOLDER RECOMENDED RAILING LENGTH: SINGLE WHEEL CHAIR — 3' -0" OUTSIDE TO OUTSIDE DOUBLE WHEEL CHAIR — 5' -6" OUTSIDE TO OUTSIDE 0 vs RIGHT BACK CHAIR SIZE ARM SEAT 16 -231 16 -23. 3' -6" 19 -23 ~ 10' -4" TOTAL ROW LENGTH / SUM OF THE CHAIR SIZES AND EACH END ALLOWANCE. ALLOW 2" PER END STANDARD. PLATE 3' -3 I YP c ! a ee -r�x rs v� xv.w- zM. V _. . x s �s r. z sxar �; r �x 7 s _ ter= xs rs.. � Sck c x a rrrsr }_mss L xyaca r r g z�a a CHAIR SYMBOL DETAIL I W: 1111 ' 01 ©I ©ICI ©ICI LEFT 6 -20 I L CHAIR SIZE CHAIR QUANTITY NOTE: ACCESSORY ORIENTATION IS REFERENCED "AS SEATED IN CHAIR ". AISLE UGHT J —BOX LOCATION RIGHT HAND TABLET ARM LEFT HAND TABLET ARM CUPHOLDER ARM ADA END EN 0 ® OR REMOVABLE CHAIRS SEMI—AMBULATORY SEAT (MB) OR (ACC) 0 U) a co O I- z co 17 0 Ct _ 0 0 —J LL OTHER ACCESSORIES 3 ' —G " M I_ I111111 I_ _I_;_, _ f_ ',_ _ _ _ WINE)_, 32' -0" 33' -1 " 126 1 ALLOW 14 3/8" ACTUAL FOR STANDARD BACK PITCH PLUS 4 5/16" FOR ART. 11111f1=1.= IM1'.•111.11111.1111111•111 =1'=111= 26' -1' I .1=1.=11=11.111111. r_ • , • TYP) � r Ir: 0 0 0 ALL ST 80 ti 8'-8" (MIN CLEAR) 1--23 26'- -1 " 3`_2 "' 3' --0 "` (MIN CLEt1r�) 13 --23j ; fs 4' - 6 . ` 5' -3" 2' -3 1/ --- I WI 2-2 Tip. ? ;r .. i - 231 . 5' -6" (MIN CLEAR) 27' -1" 000 001111111 1.1 1 10111 1 1 1111111.1Mmt immmir ' 7'- -2 1 8,. `23 3 C h F , t , y t 5 ADA TRANSFER ARMS 5 ADA COMPANION CHAIRS I: 13 --231 13 -23: ACCESSORIES (NOTE: SOME SYMBOLS MAY NOT APPLY) SYMBOL QTY DESCRIPTION AISLE UGHTS: N/A TA SIZE: N/A TA SIZE: N/A D .00ATION: ALL ST'DS TYPE: CADDY EURO TYPE: TRANSFER ARMS TYPE: ©= ADA COMPANION CHAIR 16--23 3' -6" TYP 3' -1 3/47 t ()26b PROJECT # P3296 REVISIONS DATE SIGNATURE - 72B70242E EURO W /ARTICULATION RISER MOUNTED C TREAD DIM A 42E RISER MOUNTED DRILLING TEMPLATE CENTER CHAIR SIZE 23 3/4 " -25 1/16" END CHAIR SIZE 19 3/4 " -21 1/16" ,� 4+ — w En a L7 2 1/2" SIGNATURE — 72B70S41 E EURO W /ARTICULATION FLOOR MOUNTED B CENTEgFCHAIR 24 41E FLOOR MOUNTED DRILLING TEMPLATE END CHAIR SIZE 23 3/4 " -25 1/16" 19 3/4"-21 1/16" FRONT OF CHAIR REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 9 2007 City Of Tukwila BUILDING DIVISION BACK EDGE OF ST'D FOOT SHOWN ON THE SEATING LAYOUT IS THE BACK EDGE OF THE CENTER ST'D FOOT L CORRUGATED STEEL FLOOR REQUIREMENTS: CONCRETE: 1. FLOOR MOUNTED CHAIRS: 3" THICK FREE FROM OBSTRUCTIONS FOR TOP 1 1/2" 2. RISER MOUNTED CHAIRS: 4" THICK FREE FROM OBSTRUCTIONS FOR 2 1/2" FROM RISER FACE 3. RISER TO BE PLUMB +OR— 1/8" 4. NORMAL WEIGHT CONCRETE: COMPRESSIVE STRENGTH 3000 P.S.I. 5. STRUCTURAL LIGHT WEIGHT CONCRETE: ACCEPTABLE UNDER THE FOLLOWING CONDITIONS; MINIMUM 2500 P.S.I. WITH A DRY WEIGHT OF 90 -115 LBS. PER CUBIC FOOT. 6. PAN POUR ACCEPTABLE UNDER THE FOLLOWING CONDITIONS: FLOOR MOUNTED CHAIRS, 3° THICK, FREE FROM OBSTRUCTIONS FOR TOP 2" TAKEN FROM HIGHEST POINT OF THE CORRUGATION. (SEE BELOW) STRUCTURAL LIGHT WEIGHT CONCRETE REQUIREMENTS AS STATED ABOVE. TOP OF CONCRETE WOOD: 1. MINIMUM OF 1 1/2" THICKNESS 2. CONSTRUCTION: A. PLYWOOD: (MIN REQUIREMENTS) C —DX UNDERLAYMENT; PLUG AND TOUCH SAND; TONGUE AND GROOVED. —OR— B. FLOORING: SUB FLOOR PLUS HARD WOOD (TONGUE AND GROOVE) FINISH FLOORING. 3. METHOD OF FASTENING: NO. 14X1 1/2 HEX WASHER HEAD S.M. SCREW NOTE: WOOD CONSTRUCTION FOR RISER MOUNTING IS NOT RECOMMENDED DRAWN BY: JOE MINER DATE: 6 - - 06 AMC SOUTH CENTER TUKWILA, WASHINGTON SCALE: 3/16" =1' -0" FLOOR: CONCRETE ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS SEATING PLAN. VERIFICATION OF COMPLIANCE WITH BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND /OR THE ARCHITECT. Grand Rapids, MI USA 1- 866 —GO IRWIN SEATING LAYOUT SHEET 8 OF 6 RECEIVED JUL 12 2007 i. Ut•`/; tii #4 SR # 3 SR LEFT LEFT #6 SR LEFT J-BOX AND DU PLEX LET JUST ABOVE CEILNG OWLET EMITTERS) 1ST SR RIGHT PMT) . ` ■ tfy OFF CONDUIT IN CEILING BY 815E BLDG CONTRACTOR �/ 1ST SR LEFT AUTOMATION — 36 " A.F.F. 70 BOTTOM 3RD SR LEFT 2ND SR LEFT 1ST SR LEFT CONDUIT N CEILING —1 BY BASE BLDG CONTRACTOR TO AUDIO 7ERMINATlON BOARD (TYPICAL) #3 SR RIGHT SCREEN WALL SCREEN FRAMING - SEE SECTION /DETAILS SHEET SOLID SCREEN SEE SECTION /DETAILS SHEET #2 SR RIGHT #5 SR RIGHT SCREEN WALL SCREEN FRAMING - SEE SECTION /DETAILS SHEET SOLID SCREEN SEE SECTION /DETAILS SHEET SPE4KER — 1 PAIR WIRE (TYP /CAL) AUTOMATION — 36 " AF.F. TO BOTTOM 1ST SR RIGHT # 6 SR RIGHT SCREEN WALL TERMINATION BOARD -- AUDIO MOUNTED 6' A.F.F. TO BOTTOM OF BOARD (14"H X 12" W) LOCATE 5' OFF SCREEN € OPPOSITE MASKING MOTOR. CONDUIT BACK TO BOOTH WALL (BASE BLDG.) MOVEABLE TOP MASKING SEE SECTION /DETAILS SHEET RAIL DRAPE - SEE SECTION /DETAILS SHEET SURROUND SPEAKER SYSTEM AUDITORIUM ISOMETRIC - 20 SPEAKERS VALANCE - SEE SECTION /DETAILS SHEET SCREEN WALL TERMINATION BOARD - AUDIO MOUNTED 6' A.F.F. TO BOTTOM OF BOARD (14 "H X 12" W) LOCATE 5' OFF SCREEN Q OPPOSITE MASKING MOTOR. CONDUIT BACK TO BOOTH WALL (BASE BLDG.) =_ MOVEABLE TOP MASKING SEE SECTION /DETAILS SHEET SURROUND SPEAKER SYSTEM AUDITORIUM ISOMETRIC - 8 SPEAKERS 1ST SR LEFT AUTOMATION — 36 A.F.F. TO BOTTOM ND SR RIGHT #2 SR RIGHT #3 SR RIGHT #4 SR RIGHT # 5 SR RIGHT #6 SR RIGHT 3RD SR LEFT 2ND SR LEFT CONDUIT IN CEILING BY 845E BLDG CON1R4C1OR 2ND SR LEFT 1ST S LEFT AUTOMATION — 36" A.F.F. TO BOTTOM 2ND SR RIGHT #1 SR RIGHT SCREEN WALL SCREEN FRAMING - SEE SECTION /DETAILS SHEET SOLID SCREEN SEE SECTION /DETAILS SHEET AUDITORIUM ISOMETRIC - 22 SPEAKERS SCREEN WALL SCREEN FRAMING - SEE SECTION /DETAILS SHEET SOLID SCREEN SEE SECTION /DETAILS SHEET #4 SR RIGHT VALANCE - SEE SECTION /DETAILS SHEET SCREEN WALL TERMINATION BOARD -- AUDIO MOUNTED 6' A.F.F. TO BOTTOM OF BOARD (14"H X 12" W) LOCATE 5' OFF SCREEN C OPPOSITE MASKING MOTOR. CONDUIT BACK TO BOOTH WALL (BASE BLDG.) MOVEABLE TOP MASKING SEE SECTION /DETAILS SHEET SECTION /DETAILS SHEET SURROUND SPEAKER SYSTEM VALANCE - SEE SECTION /DETAILS SHEET RAIL DRAPE - SEE SECTION /DETAILS SHEET SURROUND SPEAKER SYSTEM FOR REFERENCE ONLY. ALL EQUIPMENT SHOWN BY AMC FF &E VENDOR UNLESS OTHERWISE NOTED. REVIEWED iPL CODE C0 APPROVED NOV - 9 2001 City Of Tukwila ON B ILDIN DI SCREEN WALL TERMINATION BOARD - AUDIO MOUNTED 6' A.F.F. TO BOTTOM OF BOARD (14 "H X 12" W) LOCATE 5' OFF SCREEN € OPPOSITE MASKING MOTOR. CONDUIT BACK TO BOOTH WALL (BASE BLDG.) MOVEABLE TOP MASKING SEE SECTION /DETAILS SHEET J —BOX (LEAVE 10') (REFERENCE ONLY) DU PLEX OWLET AUDITORIUM ISOMETRIC - 12 SPEAKERS REVISION: SHEET NUMBER: CsJ 0 U ci0 cc; 2/28/06 DRAWN BY: DJB /SF FILE NAME: 06AMC — PROT . Q KEYED NOTES I. VALANCE OF EXPO FABRIC 2. MOVEABLE MASKING 3. CONTINUOUS SCREEN FRAME 4. PROJECTION SCREEN 5. RAIL DRAPE G. SCREEN FRAMING 7. SIDE DRAPE 8. FIXED SIDE MASKING 9. FINAL VERTICAL AND HORIZONTAL AIMING OF SPEAKER 5 'A', 'B', AND 'C' BY INSTALLING SOUND ENGINEER. A ' SPEAKER SCI IEDULE SCREEN SPEAKERS - SEE ELEVATION MODEL NUMBER I . SCREEN LEFT UPPER SPEAKER. 5EE SCREEN CHART 2. SCREEN CENTER UPPER SPEAKER. SEE SCREEN CHART 3. SCREEN RIGHT UPPER SPEAKER. 5EE SCREEN CHART G. SUBWOOFER FLOOR SPEAKER. SEE SCREEN CHART NOTE: FOR SURROUND SPEAKERS NO.S 4 *5SEE 0 0 I— U u.. 0 0 co w 9' -G" MAX. P2000 .z- 0 OUTRIGGER DAR LACING BAR EQUAL 45° PLUMB BRACE CENTERLJNE OF SCREEN FRAME EQUAL 9' -G" MAX. P2000 EQUAL 9' -G" MAX. MASKING MOTOR 5EE RIGGING DETAILS 5 SCREEN FRAME ELEVATION — PERFORATED SCREEN WITH TOP/POTTOM MASK 12' EQUAL 9' -G° MAX. OUTLET CONTRO J -BOX (B SCALE: NTS OUTRIGGER BAR LACING BAR EQUAL 9'-G' MAX. 1 GA. VERTICAL UNISTRUT LEG (TYPICAL) A.F.F. AND BOX FOR MASKING MOTOR BUILDING CONTRACTOR) (N.I.C) SPEAKER 5U5WOOFER SPEAKER WIRE TERMINATION BOX MOUNTED ON WALL SEE ELECTRICAL SECTION OF BUILDING DRAWINGS FOR WORK BY OTHERS. FINISH CEIUNG REFERENCE ARCH. PLANS TOP OF UPPE LACI BAR ~ P4 1 00115 'UNISTRUV BOLTED TO VERTICALS. BACK BRACE TO WALL AT CONNECTIONS ABOVE SPEAKER PLATFORM. P2000 BOLTED CONNECTION AT ALL CONNECTIONS UNISTRUT BRACE BACK TO WALL - TYPICAL BRACE BACK TO WALL TYPICAL AT ALL BOLTED CONNECTIONS. TOP OF SPEAKER PLATFORM EL SEE SCREEN CHART 45° PLUMB BRACE SPEAKER PLATFORM DECK UNE OF SCREEN PICTURE AREA STEEL CORNER GUSSET PLATT;. TYPICAL AT FOUR CORNERS OF SCREEN FRAME. ' UNISTRUT P 1 873 TOP OF LACING BAR P4IOOH5 FINISH FLOOR SPEAKER PLATFORM OF (3) 2- I/2" X 9° WALK BOARDS . i1 ill II I ! Lid I III! I l 1 11 1' 1 11 � ii � I I I XII i! Il I 1 � :!i 111111111: 1111! Illlllllllllllllii 11111111! Ii ill IIIIIIIi111111i11111111 :111111: 111 ;1111111Ii11111111:111I1i11int I III III iII lit U z U w w ABOV B EPPLAT F F VERTICAL BOTTOM MASKING STAGE LEG DRAPE ELEVATION AT SCREEN WALL a B PLAT CU NECTI E LEG / � x I OOOHrRTIC BEARINGS ON 5 TE PLATE • KIN R. I'x 1/8' ALUMINUM BAR @ 24" O.C. AWMINUM EXfRU5I0 0 ■4 ■g■ SCREEN FAL3RIC COVERINGS SHOWN ONLY ON TY1!5 SIDE OF SCREEN FOR CLARITY. SCREEN FRAME STANDOFF SEE SCREEN CHART - 2' -G" MINI. CENTERLINE OF SCREEN. 9'-G" MAX. 6' -0 LONG MIN. P4100 CLEAT TYPICAL AT INTERSECTION OF 45° BRACE AND WALL LOCATE FRAMING MEMBERS, AS REQUIRED, TO PROVIDE A SMOOTH, CONSISTENT CURVE AT THE SCREEN. BRACES SET 50° OFF WALL. SCREEN FRAME DIMENSION 15 CLEAR OPENING AT SCREEN SECTION A PICTU WIDTH 101 ■o■ SCREEN +MAUL WIDTH SEE SCRErN CHART EDGE OF CINEMA SCOPE PICTURE -1 SEE SCREEN CHART f AIM HORN TO AUDITORIUM CENTER UNE AT PROJECTION WALL. SEE NOTE 9 FOR. FINAL AIMING. 3 ENLARGED FLOOR PLAN AT SCREEN WALL SCALE: I /2"= I -O 2- I /2 "x5" STEEL PLANK WALK BOARDS BOLTED TOGETHER. PROVIDE (3) PLANKS BENEATH SPEAKERS AND (2) PLANKS AT INTERMEDIATE BAYS. UNE OF SCREEN WALL 4 100 CONTINUOUS 'UNISTRUT CLEAT, ATTACHED TO WALL UNE OF RIGID INSULATION (VERIFY) REMOVE AS REQUIRED AND PATCH AT COMPLETION OF SCREEN FRAME INSTALLATION. 4 I 00 'UNISTRUT BRACE AT SIDE WALL (TYPICAL AT ALL HORIZONTALS) PROJECTION SCREEN MOVABLE BOTTOM MASKING RAIL DRAPE 1 0 1 CLA SIDE MASKING TO SCREEN FRAME @ TOP AND BOTTOM 0 PLAN DETAIL AT SCREEN WALL AND SIDE WALL SCALE: I I /2 I 0 ■9■ 111 SCR) EN RIGHT 0 FINISHED CEIUNG SCREEN WALL FINISHED FLOOR ✓ SECTION "A" ENLARGED SECTION VIEW ON SECTION SHEET PLAN AT SCREEN WALL S CREEN WALL LAYOUT - PERFORATED SCREEN MTh TOP /BOTTOM MASK SCALE: I /8 9' -G" MAX. 4' -9" MAX. 3/8° DIA TOG BOLT YP. BOARD WAI15 HILTI GE S LEEVE A0CHGO AT CMU OR CONCRETE WALLS P 102G BENT PLATE. 1/2 BOLTED CONNECTION. I -S /8'k I - 5 /8 ''UNI5TRUP FRAMING MEMBERS. BEARINGS ATTACHED TO SKATE PLATE 1/2 BOLTED CONNECTION EXTRUDED AWMINUM FRAME AT LEADING EDGE OF BOTTOM MASKING RAIL DRAPE I PLAN DETAILS AT SCREEN FRAME SCALE: 3 I '-0" BRACE TO WALL @ 45° ANGLE AT ALL 90° ANGLE BACK BRACES ABOVE PLATFORM ELEVATION. P4100 CONTINUOUS ' UNISTRUT � CLEAT, ATTACHED TO WALL. 1/4"x I - 1/2 1 ALUMINUM FLAT BAR BEARINGS ATTACHED TO SKATE PLATE t 2' -G° MIN AT CENTER OF FRAME. St HART. 1 100 VERTICAL FRAMING MEMBER (LEG) I - I /4 " 3( I- I /4'xI /8" ALUMINIUM ANGLE WELDED TO SHAPE VERTICAL BOTTOM MASKING CARRIER (TYPICAL AT EACH LEG) FOR REFERENCE ONLY. ALL EQUIPMENT SHOWN BY AMC FF &E VENDOR UNLESS OTHERWISE NOTED. REVIEWED .LANCE CODE APPROVED NOV - 9 2001 City Of Tukwila B ILDING DIVISIS N RECENED JUL 1, 2 2007 PLI1iV; :; ; I i LLI LL LI_ CD z C) DATE: 0 t� cc W H W Z H F H W Z F O H U LiJ 0 0 REVISION: JOB NO. I- Q LU F- Li 0 x X CVS Cri Q C.) as SHEET NUMBER: 0 0 H W CC W Z I - B402 U) z 0 ■ Z 2/28/06 PROT DRAWN BY: DJB /SF FILE NAME: 06AMC - PROT RIGGING EQUIPMENT AND MATERIALS SCHEDULE MOVEABLE TOP/BOTTOM MASK SYSTEM - WHERE OCCURS ITEM MANUFACTURER MODEL # REMARKS - MASKING MOTOR H 4. H 455 AV CLEW PLATE CUSTOM STR BY SOUTHWEST RIGGING HEADBLOCK - MAIN STR STANDUP BY SW RIGGING CUSTOM HEAD BLOCK - 5INGLE UNE 5TR 5TANDUP BY 5W RIGGING CUSTOM MULE BLOCK STR LAYDOWN BY SW RIGGING CUSTOM MASKING CABLE ALL UNE I /8° DIA. 7/7 CABLE SASH CORD #9 * #8 (I) UNE MULE BLOCK (I) UNE LAY DO MOVABLE MASKING HARD EDGE OF TOP MOVABLE MASKING HARD EDGE OF BOTTOM MOVABLE MASKING MOVABLE MASKING MOVEABLE MASKING BRACKET MEAD BLOCK (STAND UP PULLED TYPICAL (2) UNE MULE BLOCK (3) UNE MULE BLOCK 8 PLAN - TOP MASK RIGGING 7 PLAN - BOTTOM MASK RIGGING MULE BLOCK (4) UNE MULE BLOCK HEAD BLOCK MASKING CABLES MULE CLEW PLATE (3) UNE MULE BLOCK (2) UNE MULE BLOCK (4) UNE STAND UP CLEW PLATE (2) UNE STAND UP (2) UNE LAYDOWN (I) UNE LAYDOWN SCALE: NTS SCALE: NTS PURCHASE U CASLE5, CONTIN TO TOP MASKI PURCHASE U CLEW PIA M MASKING MOT III 11111111111111 1111 II 1111 MASK' EQUIP ON ND BELOW TO AND MASKING OT SHOWN. FOR MULE/HEAD BLOCK PLATFORM HEAD BLOCK MULE/HEAD STAND UP PULLEY HEAD BLOCK BEHIND G MOTOR 5CHED EC SHEET 5 ELEVATION - TOP /BOTTOM MASK RIGGING DETAIL ■0 SCALE: NTS D RINGS SEWN IN MASKING @ s° o.C. MINUM EXTRUSION I /851 I ° FLAT ALUMINUM BAR @24° O.C. 12° HARD EDGE OF TOP MOVABLE MASKING MINUM EXTRUSION HEAD BLOCK (STAND UP PULLET) EXTEND RIGGING CABLE TO INTERMEDIATE MULE BLOCK (BEYOND) BOTTOM MASKING PRIMARY MULE BLOCK HEAD BLOCK SCREEN SKATE PLATE UPPER MASKING CABLES 4 PURCHASE UNE CLEW PLATE CLEW PLATE MOVEABLE MASKING BRACKET I - /4°x1- I/4' 5Q. AWMINUM TUBING #GOG I WELDED TO SHAPE MASKING MOTOR CHAIN MASKING MOTOR. r SECTION - TOP/BOTTOM MASK RIGGING SCALE: NTS ATTACH TO ACOUSTICAL GRID. P2000 OUTRIGGER BOLTED CONNECTION TO VERTICAL MEMBER AND EXPANSION ANCHOR TO BACK WALL. HEAD BLOCK (BEYOND) MULE BLOCK HEAD BLOCK PURCHASE UNE TPICYA ' -O" BOL ED CONNECTION SCALD =: I I/2 "= I DIVISION 5 — METALS O 0 0 VARIES -- SEE PLAN SECTION AT BASE Of SCREEN WALL SCALE: I I/2°= I' -0' DMSION 1 — GENERAL REQUIREMENTS INTENT OF DRAWINGS. The intent of the drawings and specifications are as guidelines and any omissions in the description of workmanship does not relive the contractor from delivering the work complete and in a workmanlike manner in accordance with generally accepted practice. MATERIALS AND FACILITIES. Unless otherwise stipulated, the contractor shall pay for all materials, labor, water, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. The contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. BUILDING CODES. The laws and ordinances of the place of the building site shall govern the construction of the work. The contractor shall obtain all permits and licenses necessary for the work. INSPECTIONS. Contractor shall obtain inspections for all work as required by governing authorities. PROTECTION OF WORK IN PLACE. The contractor shall protect all existing and new work from damage due to operations under this contract. All necessary repairs shall be made at the expense of the contractor. METAL FRAMING. All metal framing members shall be equal to "Unistrut" model P2000 unless noted with connectors and hardware as recommended by the manufacturer and designed use with the framing system. Verify structural integrity of frame and compatibility with superimposed loads prior to erection. Toggle bolts shall be by Powers Fasteners Inc. or approved equal. DIVISION 6 — CARPENTRY MISC WOOD. — Misc blocking and backing wood members shall be #2 or better stress graded, kiln dried wood equal to douglas fir or southern pine. All lumber shall be straight and free from defects. Screw attach all built —up members. All wood shall be fire treated. DIVISION 9 — FINISHES INTERIOR PAINTING — All surfaces behind the screen shall be painted with two coats of interior commercial quality latex base paint. Color — flat black. All wood blocking surfaces to be painted with fire retardant flat black paint. DIVISION 11 — EQUIPMENT EQUIPMENT — Contractor shall provide all labor required to install equipment shown, noted or specified in these documents including surround speakers, screen speakers, projection equipment, masking motors and associated wiring. 0 I -5/5N1-5/5° 'UNISTRUT - P2000 SEE ELEVATION FOR SPACING. — SCREEN 3/8° DIA. TOGGLE BOLT @ GYP. BOARD WALLS 3/5" DIA. HILTI SLEEVE ANCHORS @ CMU OR CONCRETE WALLS P 1 026 BENT PLATE. 1/2" BOLTED CONNECTION. 2" RIGID INSULATION - CAREFULLY REMOVE AS REQUIRE TO INSTALL FRAME. PATCH INSULATION AFTER COMPLETING FRAME INSTALLATION. SCREEN SEE ELEVATION FOR VERTICAL FRAMING MEMBER SIZE LACING - PER SCREEN MFGK. 04, ALUMINUM BAR MASKING TOP EL. -- SEE SCREEN CHART MOVABLE HARD MASK FIXED HARD MASK RAIL DRAPE FRAME Y SEE SCREEN CHART I I EXTRUSION W/ PLASTIC � G�BRACKI =T FROM 2N1-1/2" CONTINUOUS LACING BAR OF P41001 'UNISTRUT FRAMING. FRAME ( Lt(i) UNISTRUT I /4')C I - I /2" ALUMINUM FLAT BAR UNISTRUT FRAME LEG SEE ELEVATION FOR SIZE I,[ (I - I /4"x1/8" ALUMINUM PLEATED DRAPE EXPO FABRIC - 50% FULLNESS _ I/4" MASONITE - PAINT BLACK 2'x4'; I 2GA. x2° WIDE ANGLE - LVL @ 48' O.VC. 1 /2° DIAMETER EXPANSION ANCHOR EMBEDED 3" IN CONCRETE. SCALP: I I /2 "= I ' -0" DIVISION 12 — FABRIC SPECIALTIES DIVISION 16 — ELECTRICAL SECTION AT WALL CEILING SECTION AT SPEAKER SUPPORT q "' SCALE: I I/2 =I -O S p ecifi c a t i o n SUBSTITUTIONS — No fabric substitutions will be allowed without written approval by AMC. TOP SCRIM FABRIC. — Scrim fabric shall be located in front of all speakers and be equal to sharks tooth. 0 VALANCE FABRIC. -- Valance fabric shall be located as shown on drawings and be equal to EXPO, box pleated to 50% fullness. MOVEABLE MASKING FABRIC. — Moveable masking fabric shall be located as shown on drawings and be equal to velour (on THX auditoriums, verify with sound engineer). HARD MASKING. — Hard masking fabric shall be located as shown on drawings and be equal to VELOUR. Securely attach to wood backing with even tension to form consistent flat surface. No wrinkles or overlapping lines permitted. DRAPE RAIL, STAGE LEGS AND HEADERS (WHERE REQUIRED). — Drape rail fabric shall be located as shown on drawings and be equal to EXPO, box pleated to 50% fullness. SCOPE OF WORK — Contractor shall provide all labor, materials and equipment necessary to complete electrical system connections. All work shall comply with state and local codes and ordinances. Contractors shall coordinate work with all other trades. Terminal hookup is required of all speakers, masking motors and controls. CONDUCTORS — All wiring shall be copper, sized per manufacturer's recommendations. GROUNDING — Entire system shall be electrically continuous and properly grounded. CONTROL WIRING — Electrical contractor shall perform all control wiring. WIRE CRIMPING & STRIPPING — Contractor shall neatly train strip and crimp connectors to adequately connect to terminal points with no bare wire showing. WIRE CODING — Contractor shall neatly code all runs. SP SPEAKER BOLTS PER BOARD. FOR REFERENCE ONLY. ALL EQUIPMENT SHOWN BY AMC FF &E VENDOR UNLESS OTHERWISE NOTED. LINE OF SCREEN WALL 3/8° DIA. TOGGLE DOLT @ GYP. BOARD WALLS 3/8" DIA. HILTI SLEEVE ANCHORS @ CMU OR CONCRETE WALLS UNE OF RIGID INSULATION ON SCREEN WALL - Ti REMAIN ACOUSTICAL TILE BY OTHERS. p ( /5" TOGGLE BOL S� P2000 'UNISTRUT llit ,_ L , w P4100' 'UNISTRUT I� MULE BLOCK (BEYOND) i� HEAD BLOCK (STAND UP PULLEY) MOVEABLE TOP MASKING P4 100 °'UNISTRUT VALANCE BOTTOM OF UPPER SCREEN FRAME m il SEE SCREEN CHART P2000 BOTTOM OF VALANC ELEVATION EQUAL T G ABOVE TOP OF FLAT PICTURE. LACING PER SCREEN MANUFACTURER'S RECOMMENDATION. SPEAKER ENCLOSURE LOCATE A5 CLOSE TO SCREEN AS POSSIBLE. SCREEN PLACE SPEAKER ON 2"x273/4" SPEAKER ISOLATOR PADS, AT EACH CORNER. SPEAKER PLATT 272X6° L CL1r ANGLE ORM W/ AT 2 SIDES of SPEAKER. I L NUT, P2000 'UNISTRUT FRAMING 1026 BENT PLATE. I/2° BOLTED CONNECTION. RE: I /SCN I.2 FOR FRAMING SIZE. (3).2- I /2° X S' STEEL WALK BOARDS - 1 GA G TE -LOCK AS MFGR'D. BY MCNICHOLS CO. AS SPEAKER PLATFORM. P4 100 'UNISTRUT CONTINUOUS 33/ CLEAT, A TTOGCGHLLE 1 30 15 ALL @ 4' 0.C. AND 3/8° DIA. HILTI SLEEVE ANCI - 101 @ CMU OR CONCRETE WALLS REVIEWED FOR CODE COMPLIANC APPROVED NOV -9 City Of Tukwila B I INC DMSION RECEPIED JUL 1.2 2007 IJ1=1iiv ;;; w z C) DATE: REVISION: JOB NO. Z� O L.v Ww I NE W Z I W I a U) U Li] O 0 O U- a) SHEET NUMBER: (1) CC W i nn W h v a C4 LC) U V) CC V] Cti 0 G B403 LC) LC) LC) C) N— C� 0Q co X Q LJ CV N CNJ I (f) z 0 z 2/28/06 PROT DRAWN BY: DJB /SF FILE NAME: OSAMC -PROT DESIGNATION NO. BOLTS ALTERNATE WELD ANGLES MINIMUM BEAM DEPTH CAPACITY o 2 3/16" ( L4x3 1/2x5/16 xO' -5 1/2" 8" 16k 10" 18k 12" Iqk 3 3 / 16" (2) L4x3 1/2x5/16 xO ' -8 1/2" (2) L4x3 1/2x5/16 x0' --11 1/2" 12" k 14" 3Ik 31 16" I6"_ 34k - .. 43..._ .._- 4 3/16" IS" 52k 21" 61k 21" 5 1/4" (2) L4x3 1/2x5/16 xO' -14 1/2" 21 14k 24' _f 27" q8k DESIGNATION MINIMUM BEAM DEPTH NO. BOLTS PLATE SIZE WELD CAPAGITY P2 8" 10" 2 4 "xI /4 "x6" 3/16" 8.2k Q 12" 5 4 "x1/4 "xq" 3/16" 16k W e 14" ,$ 16" 4 4 "x5/16 "x12" 1/4" 26k 0 Is" 5 4 "x3/8 "x15" 5/16" 36k 0 21" 6 4 "x3 /S "xl8" 5/16" 46k P7 I 24" _f 4 "x3/8 "x21" 5/16" 56k DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -01 -06 30% TENANT PLANS 6 -07 -06 50% TENANT PLANS 8- 21--06 95% TENANT PLANS 1- 15--07 100% TENANT PLANS 9 -07-07 n CITY COMMENTS GENERAL STRUGTU Floor Live Load Fixed Seating Seismic. Importance Factor Seismic Use Group Mapped Spectral Response Accelerations Site Classification Spectral Response Coefficients Seismic Design Category Basic Seismic Force Resisting System Design Base Shear Seismic Response Coefficient Design Coefficients and Factors Analysis Procedure Used 8. Refer to specifications or a 28 -day Strength Minimum Water /Cement Ratio L NOTES Governing wilding Gode: 2006 International Building Code Design Loads: Riser Floor Dead Load 51 psi 60 psi 125 I I 5s= 1.4249; 51= 0.488g E Sds= 0.854; Sd1 -0.781 D Concrete Topping Over Metal Deck Diaphragm 4 Special Steel Concentrically Braced Frames V =GsW Gs= 0.1'18 R=6.0, flo = 2, Cd =5 Equivalent Lateral Force Analysis General: I. These notes supplement the specification which should be referred to for additional information. Any conflict and /or contradiction of terms or requirements with these General Notes will be resolved by the Architect/Engineer in favor of the more stringent or superior quality requirement. 2. The General Contractor shall be responsible for verifying all dimensions and elevations shown on the plans and for coordinating all dimensions and elevations shown on the structural drawings with those shown on the architectural and mechanical drawings. If errors or discrepancies in the dimensions occur, it shall be the superintendent's responsibility to bring all discrepancies to the attention of the Architect before proceeding with the work. Field verify conditions of all adjacent existing construction prior to beginning work or ordering materials. Report any discrepancies with information contained in these documents immediately to Engineer. 5. The Contractor shall verify all architectural, mechanical, and electrical openings, sizes and locations, with the structural drawings. Report discrepencies immediately to Engineer. 4. Structural details shown on these drawings are general in nature and are valid for all similar areas and conditions, unless specifically shown or noted otherwise. 5. The Contractor shall provide all temporary bracing and shoring as required during construction to ensure the safety of all individuals involved. S. Furnish all labor, materials and equipment necessary to complete the work shown or inferred 1. Visual observation of the stadium seating strucure for general conformance to the approved construcion documents will be completed by the Structural Engineer of Record or his in ed re re en ative. • • 1• • • Concrete: I. All concrete and reinforcing work shall conform to the latest edition of the American Concrete Institute's "Standard Building Code Requirements for Reinforced Concrete," (AGI 318) and "Specifications for Structural Concrete for Buildings," (AGI 301). 2. Proposed concrete mix design shall be submitted to the Engineer for approval prior to construction. Concrete mix designs shall meet the following minimum requirements: Slump Interior slabs on steel deck or EPS foam fill 4000 psi .514 4 " +l" 2% Maximum Air Entrainment 3. If Contractor desires to increase slump above allowable limits to facilitate placement or pumping, this shall be done utilizing an appropriate approved admixture - no water shall be added at the project site without the Engineer's permission. All admixtures shall be approved in writing by the Engineer. 4. The Contractor shall reject any concrete that exceeds the slump limits noted above or exceeds the total allowable mixing time noted in the specification. S. Refer to spec. section 03300 for restrictions on pozzolans in concrete mixes. 6. No aluminum shall be placed in concrete. 1. All concrete Is reinforced unless specifically noted as Unreinforced. Reinforce all concrete not otherwise shown with the same reinforcing as in similar sections or areas. S. During hot weather (80 degrees F and above), the Contractor shall comply with the recommendations AGI -305 "Hot Weather Concrete ". During cold weather (40 degrees and below), the Contractor shall comply with the recommendations of AGI -3O6 "Gold Weather Concreting ". q. EPS (expanded polystyrene) for built -up floor systems shall be supplied In 4'x8' sheets and shall conform to ASTM G578, Type II. EPS shall have a minimum compressive strength of 15 psf ® 10% deformation, and shall have a minimum density of 135 pcf. Place EPS in single layer of the required thickness. EPS shall be adhered to concrete slab with "Insta -Stik" adhesive by Dow Chemical, or approved equal. All EP5 shall be encased In concrete. 10. Refer to Section 3 of the specifications for additional requirements. Reinforcing Steel: I. Materials shall comply with the following: a. Reinforcing steel, all bars, shall be ASTM A615, Grade 60. b. Welded wire mesh reinforcing shall be ASTM AI85 cold drawn wire. 2. Detail bars in accordance with the "Manual of Standard Practice for Detailing Reinforced Structures" AGI 315, and "Building Code Reinforced Concrete," ACI 518. 5. Accessories shall be as specified in the latest edition of "Concrete Reinforcing Steel Institute Handbook." Maximum spacing of accessories shall be 4' -0 ". All accessories to have galvanized or plastic coated feet. 4. Reinforcing shall be continuous and where splices are required they shall be lapped a minimum of 45 bar diameters for bars NOT considered top bars. Top bars, bars with more than 12 inches of concrete below, shall be lapped 56 bar diameters at splices unless noted otherwise on the drawings. Welded wire fabric shall be lapped a minimum of six inches. 5. Standard concrete cover of bars unless otherwise noted shall be a. Walls and slabs 3/4 inch b. Other 2 inches All coverage nominal bar diameter minimum. 6. Where reinforcing bar or deformed anchors are required to be welded to other steel members A706 "Weldable" grade reinforcing bars shall be used. A615 grade reinforcing shall not be welded. Other types of weldable deformed anchors may be substituted with written permission from the Engineer. 1. Refer to Section 3 of the specifications for additional requirements. Structural Steel: I. All structural steel shall conform to the following: a. Structural Steel . ASTM A56, Grade 36 b. High Strength Structural Steel ASTM Aclg2, Grade 50 c. Miscellaneous Steel ASTM A36, Grade 36 d. Structural Tubing . ASTM A500, Grade B e. Steel Pipe ASTM A501, ASTM A55, Grade B All structural steel wide flange and WT shapes shall be ASTM Agg2, Grade 50 unless noted otherwise. 2. All beam connections shall be designed by the steel fabricator under the direction of a Professional Engineer registered in the state of Washington unless specific connections are shown on the shall be welded or bolted per Iq&q Manual of Steel draw1 n s. Connections n 9 P Construction Allowable Stress Design, "Framed Beam Connections ". Bolts shall be ASTM A -325, Type N, unless specifically noted otherwise on drawings. If any connection load is not designation on the drawings then it shall be designed for not less than half of the total uniform load capacity of the beam. Unless noted as slip- critical, all bolts shall be tightened to a snug tight condition so that all plies are firmly in contact, and shall be visually inspected by a testing agency for conformance. 3. For beam connections to tube columns, provide min. 3/8" shear plate through column and welded all around both sides; alternately, connect using WT section or double angles welded to side of column. 4. Unless noted otherwise, all column anchor bolts shall have a minimum yield stress of 36 ksi. 5. All structural steel is unpainted unless called out as painted on the architectural drawings. All steel to be painted shall have one coat of red oxide primer conforming to specifications. Field touch -up all unpainted areas and weld areas. 6. Welding shall conform to the latest publication of applicable codes set forth by the American Welding Society. Non - prequalified or unauthorized welds Hill not be accepted. 1. Metal form deck supporting risers and built -up slabs shall be I" deep, 24 gage, Fy = 53 ksi, galvanized, Attach to supports with 5/8" puddle welds with welding Hashers at 8" o.c., except where supported on light ga. steel framing, deck can be attached to framing with #10 tek screws @ 8" max. spacing. Provide sidelap fasteners per manufacturer's recommendations. 8. See architectural drawings for all miscellaneous steel, nailer holes, attachments, etc. q. For coordination purposes, contractor shall obtain a copy of mall building archtiectural and structural drawings as well as approved steel shop drawings for use in detailing and fabrication. 10. Refer to Section 5 of the specifications for additional requirements. .. y:.:.:.:.::: n :•.?; s. vi}$:!•:{•£' td$'•:? {. ?� }:ti:R......., , .•2..:.?:..: ?•i}hv ?:::,tr'•:{•i; • }i } ?: :� c;4,.:: ?:..•,:.: I. Expansion anchors shall be Hilti "Kwik Bolt TZ ". Holes shall be drilled into concrete or masonry and not cored. If reinforcing is encountered during drilling the hole shall be moved to avoid damaging reinforcing. Unless noted otherwise bolt embedment shall be a minimum of 2" less than the length of the bolt. Follow all manufacturer's recommendations including those for proper drill size, hole cleanin• and bolt torque 2 • es a s rte• * • • a•e• rods shall be Hilti RE 500. Holes shall be drilled into concrete or masonry and not cored. If reinforcing is encountered during drilling the hole shall be moved to avoid damaging reinforcing. Unless noted otherwise bolt embedment shall be a minimum of 2" less than the length of the bolt. Follow all manufacturer recommendations including those for proper drill size and hole cleaning. When possible horizontal holes to receive rebar shall be slightly inclined to encourage flow of adhesive. 3. Powder actuated fasteners for attachment of light gage framing to concrete shall be "Hilti" X -ZF fasteners with .158" min. shank diameter, and shall be embedded I" minimum into concrete base. Light Gage Steel Framing: I. M - _ •. •4 et the following criteria: a. ASTM AIOII b. ASTM AIOOB c TM A653 Signature 2. Metal stu. and oists shall have the following minimum sizes: a. Depth and Gage: As noted on drawings. b. Flange Width: 15/8" c. Lip Width: I /2" d. Minimum Yield Strength:33 ksi for 2 1/2" to 6" members and 40 ksi for 7 1/2" to 14" members. 3. Tracks and Runners gage shall match studs and joist or as noted on drawings if heavier. Flange width shall be i 1/4 ". 4. All light gage framing shall be galvanized to meet the requirements of ASTM A655. 5. All light gage steel framing shall be installed with bridging, bracing, track, and stiffeners, etc. as required to strictly conform to manufacturer's recommendations. Contractor shall obtain a copy of the manufacturer's suggested construction details to use as a reference during construction. 6. Shop drawings and related material submittals that have been reviewed and stamped by the Architect/Engineer shall be available at the Job site during the times of inspection. 1. All connections of structural light gauge framing shall be made with 1/8 inch fillet welds all around. Screws can be used for temporary erection purposes only. 8. All load bearing studs shall be seated tight to track web. q. Where gypsum sheathing is not required on both faces of steel studs, continuous bridging shall be installed as required by manufacturer to allow maximum capacity of compression members. 10. Refer to specifications for further requirements. Shop Drawing Review: I. Norton Schmidt Consulting Engineers, LLG. will review shop drawings and related submittals (as indicated below) with respect to the ability of the detailed work, when complete, to properly function as an integral element of the overall structural system detailed on these drawings. This review will not relieve the contractor from the responsibility for errors, correctness of details, or conformance with the contract. The contractor shall allow 10 working days for review of all structural submittals. 2. Prior to submittal of a shop drawing or related submittal the general contractor shall: a. Review each submission for compliance with the contract documents. b. Review each submission for conformance with the means, methods, techniques, sequences, and operations of construction and safety precautions and programs incidental thereto, all of which are the sole responsibility of the general contractor. c. Identify any variation from the contract documents. d. Review and approve each compliant submission. Non - compliant submissions shall be returned to the subcontractor and approved submissions shall be stamped thus. 3. The following Is a list of required shop drawings and related submittals. The general contractor shall refer to the specifications for more information and a complete list of required submittals: a. Anchor bolt layout drawings. b. Concrete mix designs, tests and material certifications. c. Concrete reinforcing shop drawings, reinforcing material certifications. d. Structural steel shop drawings, material certifications, welder certifications, and connection calculations. e. Light gage steel framing shop drawings and related component submittals, including standard details, bracing and bridging requirements, and material certifications. Design Responsibility I, Rodney W. Sommer, P.E., Registered Engineer and a partner of Norton i# Schmidt Consulting Engineers, LLC., accept professional responsibility as required by the professional registration laws of this state for the structural design drawings consisting of sheets 50.0, 51.0, 51.1, 52.0, 52.1, 53.0, 54.0, 54.1, 54.2. I disclaim any responsibility for all other drawings in the construction document package as they are the responsibility of other design professionals. A QUALIFIED SPECIAL INSPECTOR HILL se RETAINED BY THE OHNER TO COMPLETE SPECIAL INSPECTIONS PRIOR TO AND DURING CONSTRUCTION TO CONFORM 1,1111-111-1E REQUIREMENTS OF THE BUILDING CODE AND 114E LOCAL COPE AUTHORITIES. ITEMS REQUIRING SPECIAL INSPECTIONS ARE TABULATED BF-L011. REI=ER TO CODE CHAPTER 17 FOR SPECIFIC. REQUIREMENTS FOR E■GN INSPECTION TASK. Av Ar CONCRETE ' 1 REINFORCING STE.E.L a PLACEMENT X t � ,iiiiiiiiiiiii A TABLE 1104.4 - I. EXPANSION AND ADHESIVE ANCHORS CONCRETE SAMPLING CONCRETE PLACEMENT GAINS TEMPERATURE a TECHNIQUES TABLE 1704.4 - 5. 4 GTION 1104.13 TABLE 1704.4 - 5. TABLE 1104 - 6 TABLE 1104.4 - 1. ' -- - - �i5 %rr✓ r r r " e.mil Z �/ A V / / rim "fir i%irrf / � % % ,�� l �!i� i /� r i / r i � irJfi �if r-� '/l / ��������� / i � % �� / '� i f���� /��� /� / � �� � � il r�l/ f jri l l% %/ � i 1r i � / / � � , � Jf � � � / � f /%'rl��� � l � �r f � ii,%�� , j , I i f �� /� ���� � �i %i / i� � r ; ; , i ,;", „ _ ir V MAT'L VERIFICATION OF HIGH- STRENGTH BOLTS, NUTS S MASHERS HIGH - STi ENeTH BOLTED CONNECTIONS MAT'L VERIFICATION OF STRUCT. STEEL X x TABLE 11043 - Ia. and lb. TABLE 11043 - 2a. TABLE 1104.3 - 3.a. and 512. 7 SCOPE OF HORK STEEL. (STEEL SUPPLIER SHALL SE AN AISG CERTIFIED FABRI- CATOR) iv" INSPECTION TASK HEADED STUD ANCHORS wELDIN6 GOLD FORMED FRAMING MEMBERS SPEC I AL I NSi EC T IONS FREQUENCY OF INSPECTION CONTINUOUS PERIODIC X X X BUM -DIN€ CODE REFERENCE . r - • - • - -. IGATION • .- : Y _ ii ii if i� � ire � % % % % % % / //� % % / / / % / / / / / % /� i �r f�`� % IP S , - y - - TAN Mrir Willil TABLE: 1704 SECTION 1704.3.223 SECTION 11043.22.4 ABBREVIATIONS LEGEND .........:... j}}}:•$$:i�$¢? r': {:� ..::? 9 ...... n.. n n n.... n................. .., ... .... ,..... +.....: ? >: };: i$;}:•}:tr..:. n..:...... ......... .......................J......_ ... . . .. _... ............ AB ACI AFF AISG AISI ARCH ASTM AW5 BFF BFS 60 BOS BRG GIP GJ GL CLR ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ABOVE FINISH FLOOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND S i l±L INSTITUTE ARCHITECTURAL AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WELDING SOCIETY BELOW FINISH FLOOR BOTTOM OF FOOTING STEP BLOCK LINTEL BOTTOM OF BOTTOM OF STEEL BEARING CAST -IN -PLACE CONTROL JOINT (WALL) CENTER LINE CLEAR CMU CONCRETE MASONRY UNIT GOL COLUMN GONG CONCRETE CONST CONSTRUCTION GONT CONTINUOUS DIA DIAMETER EIFS EJ EL ELEC EQ EW FDN FF F5 FTC. GA EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EQUAL EACH WAY FOUNDATION FINISH FLOOR FOOTING STEP FOOTING GAUGE SC GENERAL CONTRACTOR GYP BD GYPSUM BOARD HORIZ HORIZONTAL H5A HEADED STUD ANCHOR •INFO JST JT K51 LE'S LLH LLV LONG MAX WELD FULL LENGTH OF PLATE INFORMATION JOIST JOINT KIPS PER SQUARE INCH POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL MAXIMUM SYMBOLS LEGEND ELEVATION DESCRIPTION ELEVATION DESIGNATION GUT SYMBOL SECTION GUT ELEVATION DETAIL TYPE TYPE BLOWUP DETAIL GR GRID DESIGNATION POINT LOAD SYMBOL REVISION DESIGNATION 22 PLAN NOTE SYMBOL 100' -0" SPOT ELEVATION TYPE NO /SHI=FT TYPE NO /SHEET NO EET V -K' SCALE: 3/4" = l' -O" GUT FOR BEAM COPE SHALL HAVE RADIUS AT CORNER SHEAR PLATE MGJ MASONRY CONTROL JOINT MEGH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NIG NOT IN CONTRACT NO NUMBER NS NEAR 510E NT5 NOT TO SCALE OG ON CENTER OH OPPOSITE HAND PAF POWDER ACTUATED FASTENERS PCF POUNDS PER CUBIC FEET PL PLATE PLF POUNDS PER LINEAR FOOT PSI POUNDS PER SQUARE INCH QTY QUANTITY RD ROOF DRAIN REF REFERENCE REINF REINFORCING REQD REQUIRED REV REVERSE RO ROUGH OPENING RTU ROOF TOP UNIT SDI STEEL DECK INSTITUTE SIM SIMILAR 511 S I iwi~L JOIST INSTITUTE SPECS SPEC I F I CATI ONS T l B TOP AND BOTTOM TFS TOP OF FOOTING STEP THK THICK TO TOP OF TOG TOP OF CONCRETE TOF TOP OF FOOTING TOGS TOP OF GRADE BEAM TOM TOP OF MASONRY TOP TOP OF PAVING TOS TOP OF STEEL TRANS TRANSVERSE TYP TYPICAL UNO VERT WP WS WWF UNLESS NOTED OTHERWISE VERTICAL WIDTH WORK POINT WALL STEP WELDED WIRE FABRIC MASONRY WALL CONCRETE WALL METAL STUD WALL/TRACK BRICK OR STONE VENEER BOTTOM CHORD BRACE - REF 1 -56.0 2 1/2" 2 3 NOTES: I. All bolts 3/4 "4' A325 tighten snug tight. 2. Shear loads are designated on plans. Connection of either type may be used with the number of bolts selected to be addequate for the loads as listed. All Connections shall be chosen to carry not less than 1/2 of the total uniform load capacity of the given beam span. ISOLATION JOINT REF 3 -54.0 CONTROL JOINT REF 3 -54.0 CONSTRUCTION JOINT REF 3 -54.0 - - STEEL BAR JOIST FULL CAPACITY MOMENT CONNECTION HANGER CONNECTION x OR CONCENTRATED LOAD V =_ r eo ALTERNATE WELD TO EA. ANGLE FLANGE WITH RETURN AT TOP = 2x WELD SIZE SHEET INDEX 50. GENERAL STRUCTURAL INFORMATION 51.0 BASE LEVEL FLOOR PLAN A 51.1 BASE LEVEL FLOOR PLAN B 52. . STADIUM SEATING FRAMING PLAN A 52.1. . STADIUM SEATING FRAMING PLAN 13 55.0 FRAMING DETAILS 54. STADIUM SEATING SECTIONS 54.1 STADIUM SEATING SECTIONS S4.2 STADIUM SEATING SECTIONS GUT FOR BEAM COPE 41- SHALL HAVE RADIUS - AT CORNER (2) L4x3 1/2x5/16 3. If the load designated on the plan is greater than 56k or the beam is too shallow to allow an addequaute depth shear plate then a double angle connection shall be used. AIS SHEAR PLATE AND DOUBLE ANGLE GONNEGTION TABLE ................ ..::i$?i::� ?.•v:i: }::4: { } ,iS$$$ $$$$$}}:{:}}$$ f? i-:- is�: i' �'- - �::�' - ::::�: := ::� ?:�::.�, .:. :. :::$:ti:::�:;: "':v$::�$$$$$$ r i�Y: i$: iL •i'.i�$$$:i{:$$ }i::$z: }i }:i::; :;- -:'. L LiI r J� L I REID MIDDLETON, INC. GENERAL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAWINGS IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB I NFI LL AND SLAB RAMPS, INTERMEDIATE STEPS REVIEWED FOR CODE COMPLIANCE APPROVED Nov - 9 2007 2 I " City Of Tukwila BUILDING DIVISION S- GI- STGNOI SPP 200,7 PECFP • } II< : ■■■■■■■■ p ol+ ' �:Iifomi: Ph•1.925 ax: 9.1.92 0244 Erna stk@- tklnc. m I EXPIRES CONSULTANTS: N orton & chmidt JJJ.: J:JJ:J Consulting Engineers, L.L.C. 311 East 11th Avenue North Kansas City, MO 64116 Phone: (816) 421 -4232 Fax: (816) 421 -1956 www, nortonschmidt.com N &S JOB NUMBER: 2005 -2530 LAU HENDERSON ENGINEERS PROJECT FOR: INCORPORATED 8325 LENEJA OPoYE SUITE 400 LENEYA Ks. 66214 -1695 TA: 913. 307 -5300 FAX 913-307 -5400 WEB: WWW.HENOERSONENGINEERS.COM Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington vl w w VI CC LU LU V7 W W W W W W W W W W W CC CC VI H ¢ . ¢ CC VI SHEET TITLE: SHEET NO.: CC LLI LU a 2 CC LLI LU CC UJ Lai m ur to r, o0 or 6 6 ¢ ¢ ¢ ¢ ISSUE INFORMATION: CC LLI CC O 4 LU LLI CO SHEET INFORMATION: PROJECT NO.: 223.383 -05 SCALE: DATE: 8 -21 -06 GENERAL STRUCTURAL INFORMATION S0.0 .� z a N i TENANT PLAN8 STAIRS, ELEVATORS & ESCALATORS REFLECTED CEILING PLANS INALL TYPE SCHEDULES EXIT ANALYSIS PLANS SIGHT LINE STUDIES TITLE INFORMATION DOOR SCHEDULING CONCESSIONS FLOOR PLANS DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -01 -06 30% TENANT PLANS 6 -07 -06 50% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 9 -07 -07 / 1 \ CITY COMMENTS Ef'` 90 (CRETE STEP ' • • • • • - • • : • .:.....!.:,....•:....... „. : A :I . -: , - .,,,......:.,,.::.::,•.: , ,,. . . .: , . :: ..,, ,,,.,, , .. ::::., .,., :.:,:,.. ., ;,... . ,s ., :::',. .,.:.).. .'..,:.:' ' ., ...,..,;,.. .. ,... .. : .,'.":' ;''''',.•.,': I ' .. 4::::. :::'. 4. 4: : „4. : -: ... .....:.....''': 1- : ..1... '' ' . . , .. ' . ::::,:.:: i . ". • 1 .. . DOT HATCH REPRESENTS AREAS OF BUILD UP SLAB RE: 9 /53.0 AND I O/53.0 REID MIDDLE 3 ON, IN SENERAL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAWINGS IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB I NF I LL AND SLAB RAMPS, INTERMEDIATE STEPS S. 2504 to C31'rfomi= 9253 -5318 ax 9.1.92" 0244 Email stk( z ur 111 Ph ne: SEAL: r EXPIRES -- Z) —0 x. J CONSULTANTS: Norton & S chmidt Consulting Engineers, L.L.C. 311 East 11th Avenue North Kansas City, MO 64116 Phone: (816) 421 -4232 Fax: (816) 421 -1956 www.nortonschmidt.com N &S JOB NUMBER: 2005 -2530 PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES 0 0 J 0 0 >C W 0 Z F- Lu W r = Co HENDERSON ENGINEERS INCORPORATED 8325 LENEXA DRIVE SITE 400 LENEXA, ICS 66214-1695 TEI2 913- 307 -5300 FAX: 913 -307 -5400 WEB: WWW.HENDERSONENFANEFRS.00M SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington VI w w w w w w w V) ▪ W w w w w U7 CC F - I- N u.t fI] LU W v7 CC LLI SHEET NO.: Trl AT CC N Cg LU LU (P1 CC LU CC w f17 N M LA cp Q C Q d Q Q 6 6 SHEET INFORMATION: 0 3 2 LU C LU rr ISSUE INFORMATION: LU LU • CD C ¢ LU LU N SHEET TITLE: BASE LEVEL FLOOR PLAN B CC LU C9 m PROJECT NO.: 223 - 383 -05 SCALE: 1/8a =1' -0" DATE: 8 -21 -06 z der a DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -01 -06 30% TENANT PLANS 6-07-06 50% TENANT PLANS 5- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS 9-- 07 ---07 /' \ CITY COMMENTS .......................... rem,,, »,,,,,,. ,.... D IA&ONAL HATCHED AREAS REPRESENT EXTE=NT OF STRUCTURAL SCOPE FOR THESE DR V1INSS (STADIUM SEATINS FRAM IN6, PLATFORMS, DEPRESSED SLAB I NF I LL AND SLAB RAMPS, INTERMEDIATE STEPS) 50'_0 : 50 SIB SEP • SEAL: CONSULTANTS: Norton & S Engineers, L.L.C. 311 East 11th Avenue North Kansas City, MO 64116 Phone: (816) 421-4232 Fax: (816) 421 -1956 www.nortonschmidt.com N &S JOB NUMBER: 2005 -2530 HENDERSON ENGINEERS INCORPORATED 225 LENE7fA DRIVE surTE 400 LENEX/i, KS. 66214 -1695 TEL 913 -307 -5300 FAX 913 -307 -5400 WEB: WWW.RENOERSONENGINEERS.COM PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT 0 0 1 0 X w 0 z I- w w to CC z LA V) I- • C I- LU LU CC LU KEY PLAN: SHEET INFORMATION: SHEET NO.: LLI LLI SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington LU ▪ LU W ▪ W W • LU W ▪ LU Lu UJ 4J ▪ 41 u.' CC 1x LU LLI LU VI N M<'° tD F , CO O'1 ISSUE INFORMATION: LU U, S2.0 LU LLI U, 0 0 PROJECT NO.: 223 - 383- -05 SCALE: 1/8" = 1' -0' DATE: 8 -21 -06 z clri Q SHEET TITLE: STADIUM SEATING c FRAMING PLAN A e I d1 DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -01 -06 30% TENANT PLANS 6 -07 -06 50% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 —1 5— 07 100% TENANT PLANS 9- 07--07 / 1 \ CITY COMMENTS 7 TYPICAL RISER STEP ::v: +i:{{:i +i: r: i :ii$?'r:4:}iii:i:•::i'{ {'+,:ii: i:Ciii::±:± >.:iYY•: + .. SCALE: 11/2" = I' -O" b T-' . v. 4 RE: ARCH. FOR EXACT TREAD AND RISER REQUIREMENTS d a 4 '••.•r:f: iA'i::•:: ?'f. >i >i: >ri.{. :.x..4....38 ................ :..::. ••:.:...:•..::: 55 " NOTE: SHIM BENEATH RISER BEAM END AS REQUIRED TO BEAR ON EMBED PLATE 8 SECTION ....................... ............................... SCALE: 1 1/2" = I' -O" NOTE: ALL CONNECTIONS I/8" FILLET WELDS ALL AROUND SCALE: 1/4" = I' -O" W 31_011 MAX . __. .. . 12 #4 HAIRPIN DOWELS SAW CUT AND CHIP OUT 1/2" DEEP AT AREA OF NOSING. THOROUGHLY GLEAN AND FILL W/ "SIKATOP 122" AS MANUFACTURED BY SIKA CORP. IN STRICT ACCORDANCE WITH MANUFACTURERS I NSTRUGTI ONS. TYPICAL DETAIL AT 9 RAMP MEETING SLAB 5" SLAB ON 24 GA FORMDECK DIAGONAL BRACE 6' -o" O.G. EA. WAY MAX. SPACING STEEL RISER BEAM. SEE PLAN END PLATE SAME THICKNESS AS WEB MEMBER 1/2" RISER BEAM BASEPLATE 1" W I DER THAN BEAM FLANGE s AAGH I/4" V `oi= PL BUILDING SLAB EMBED PLATE BY MALL BUILDING FRAMI RE: BASE BUILDING DING'S ................. ::r:: . .{.:.::..:?.: is:r::::::: v{.::{ i.: r:{: isii? ii: ::::::.;:F:4.:i: {:i: {...i::: .Jill- 'SL -L-: I11 _ II - OII N 1 ■ ■IlMl ∎Ir■ ■■■11M■u■ FFL RE: PLANS ( -) 2' -6" 3 5/8 "x 18 GA. FRAMING AT 3'- O "O.C. MAX. EA. DIRECTION BUILT UP FLOOR FRAMING 10 3/8 "dx3" HEADED STUDS AT 24 "oc, FIELD WELDED THROUGH DEGK AND BENT GLOSURE REF PLAN TOG EL 1/4" BENT STEEL PLATE, TYPICAL I /2 "Px8" HEADED STUDS AT 24 "oc, SHOP WELDED TO VERT. FACE OF BENT PLATE 4 TYPICAL RISER DETAIL i s 4.:..n ... -. .v...j...:� Y ..... 1..:. { ...... >. .F........8. - ... -.- - . -... -- -...: •....: .. � . ....:.......: ........ .... . SCALE: 11/2" = I' -O" 2 TYPICAL RISER PLATE BEARING DETAILS • / y = 4 • f 7 • tl TS4X4XI /4 HANGER, TYP. SCALE: 11/2" = I' -O" 1/4" 6 SECTION SCALE: 1 1/2" = 1' -0" 4 21 i TYP. A. END\ EA. SIDE 3/16 "V BEAM BEYOND REF TYP DETAIL FOR RISER PLATE TOP AND BOTT PLATE AT PLATE CANTILEVER A l I O 3/16 3/I6 14 GA. CLOSURE W/ RETURN LIP REF PLAN FOR SUPPROT BEAM SIZE ,1 „ I/4" CONT. PLATE 3/8" STIFFNER PLATE EA. SIDE Q- 0 L3 I/2x5 I/2x1/4 BRAGS AT EACH BEAM HANGER EA. SIDE 5 RISER BEAM SUE' 'ORT 5RAG I NO Y i SCALE: 1" w 11 -0" CENTERLINE OF COL. SHOWN ON PLAN LINE OF WALL. SEE PLAN T54X4X5/16" COL., TYP. I/2 "X5" SQ. BASEPLATE, TYP. BUILDING SLAB EMBED PLATE BY MALL REF PLAN O TOG EL BUILDING FRAMING RE: BASE BUILDING DING'S 4 ........: ........:..:............................................... .. :.....:......:.:......:. :,... i- { +CyS:::?ii::�i $:{:8.`•:Yy k yL;: F ?� F?i�' ?i:;: O: i?: ?i: i?: ?{ F,Yi:4: {:�.yi:o %:X8 ?:�,:y: {: ?{: iii::^ + >ii:4: {:$ii$,'•i: {:S;ir k:L' {<n:$< {$?< {i:.`•$ji:ir:iiii REF PLAN O TOG EL TYP SPLICE 14 GA SPLICE FL OPP SIDE WITH SCREW CONNECTION 14 GA GALV CLOSURE WITH RETURN LIP 12" L_J SCALE: 11/2" = I' -0" SECTION NOTE: DO NOT SPLICE PLATES @ CANTILEVERS RISER SPLICE DETAIL TS3x3x3 /16" WELDED TO TOP OF BEAM AT CENTERLINE (WELD RISER PLATE TO TUBE) NORMAL WEIGHT GONG ON I" 24 GA SALV FORMDEGK REINFORCE SLAB WITH ONE LAYER 6x6- W2.IxN2.I WWF 14 GA GALV BENT STEEL CLOSURE W/ RETURN WELD DECK TO RISER PLATE WITH S /8" (I) PUDDLE WELDS WITH WEI-P NG WASHERS AT 6 "oc, TYPICAL I/4 "x6" LONG BENT PLATE WELDED TO TOP OF BEAM SCALE: I" = I' -0" GL B GAP BETWEEN FACE OF WALL AND PLATE HEADED STUD II t 14 GAGE CLOSURE TUBE BEYOND HEADED STUD BENT PLATE — MAX DISTANCE TO FIRST HEADED STUD RISER BEAM REF PLAN AUDITORIUM WALL GL BEAM 3 1/2" or7.65 � _ 11 I I I II j REID IVMIDDLE_ i ON, 'NC. PLATE SPLICE OVER CENTERLINE OF SUPPORT TS 3x3x3/16" OFF SIDE SUPPORTING BEAM REF PLAN • TOG EL TYP. f RISER PLATE END SECTION REF PLAN TOG EL REF PLAN TOG EL SENE AL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAWINGS IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB INFILL AND SLAB RAMPS, INTERMEDIATE STEPS 4\ SEP 2007 Fr r - Ph 0 0 0 w 0 z I- w w co ne• 9' 1.925 504 ax: 9 1.92 .0244 Email stIc .tkrnc. EXPIRES Z3 �` CON SU LTAN TS: Orton &Schmidt Consultin Engineers, L.L.C. 311 East 11th Avenue h a 8 7 6 7 ity, Phone: NortK (816) 4 C 2 y 64116 Fax: (816) 421 -1956 www. narta nschmidt.com N &S JOB NUMBER: 2005 -2530 HENDERSON ENGINEERS INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, ICS. 66214-1695 TEL: 913- 307 -5300 FAIL• 913. 307.5400 WEB: WWW.HENDERSONENGNEE1 .00M PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington 11.1 W W • ▪ W W ▪ ▪ W W W W W W ▪ W W CC LLI 0 I- Q z 0 U- J I- CC LU w Q Q I- CC LU CC LU N z C 0 S U- SHEET NO.: IAA CC LU Gri LU CC LU VI CC 0 CC I- 00 LU 00 LU SHEET INFORMATION: 00 VI 00 VI C, ▪ 00 rn C < ▪ • Q ▪ < • d d < ISSUE INFORMATION: S3.0 3-531 00 a m LU PROJECT NO.: 223 - 383 -05 SCALE: DATE: 8 -21 -06 CIO O. CO SHEET TITLE: FRAMING DETAILS c , Aft a I _I DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-01-06 30% TENANT PLANS 6-07-06 50% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 9-07-07 1 CITY COMMENTS ... - Ivo .71.- #4. 77 rIre" - ar' 7 V . vArvWW""X4 1 "...14"YelY' DOUBLE ANGLE BRAE UP TO FLOOR STRUCTURE 11 TOG ELEV 1 STADIUM SEATING SECTION SCALE: 1/2 X-05—AUDO I _21 cl 16 TOG ELEV L 3X3XI/4 GONT. I/4" GONT PLATE DOUBLE L 4X4X3/8" WELDED TO UNDERSIDE OF MALL BEAM IN/ 1/4" F.N. ALL AROUND 1 NELDED TO UNDERSIDE OF MALL BEAM T54x4x1/4 HANGER.. SPLIT TUBE AT NT MEMBER DOUBLE ANGLE BRAGE UP TO FLOOR STRUCTURE TOG ELEV L 3X3XI/4 GONT. 1/4" GONT PLATE STADIUM SEATING SECTION FULL PENETRATION YIELD AT MITER STEEL RISER BEAM REF PLAN EXISTING THIRD LEVEL MALL FLOOR BY OTHERS CONCRETE RAMP BEYOND ELEV 5 1__ 6 11 TOG ELF 2—S5.0 1 EXISTING EMBED PLATE IN GONGRETE FLOOR SLAB FOR GOLUMN BEARING 4'-0" TOG ELEV ........... • 1. • , • ............. ... STEEL RISER BE REF PLAN CONCRETE RAMP BEYOND ..... EXISTING 3RD LEVEL MA I. FLOOR BY OTHERS 2-53.0 4 TOG ELEV EXISTING EMBED PLATE IN CONCRETE FLOOR SLAB FOR RISER BEAM BEARING I/4" THICK BENT PLATE 2 I/2"x2 I/2"x5/16"L 56"0.C. 5/4"c1? THREADED RODS rg 24"0.C. ANCHORED 4" DEEP "HILTI" RE 500 EPDXY H2 TOG ELEV PROVIDE 1/2"0 X16" THREADED RODS INSTALLED 1"1/ "HILTI" HI ANCHORS 24" :! D.G. TO ATTACH TO EXISTING CONG. SLAB 11 SGALE: 1/2" = 1 X-05—AUDI3_110 * NOTE: BUILT—UP FLOOR SYSTEM SHALL BE CONSTRUCTED ON EPS FOAM INSULATION WHERE FLOOR THICKNESS <IS", FOR BUILT—UP FLORR THICKNESS >1=15", CONSTRUCT W/ LT. GA. FRAMING AS INDICATED IN 10/53.0 5 1/2" REINFORCED NH. CONCRETE SLAB ON EPS FOAM INSULATION BOARD, TYP. IAIHERE SHOWN THUS DRILL AND EPDXY #4X22" DOWELS INTO EXSTING SLAB EDGE c 24" 0.C., TYP. W.W.F. CONT. AROUND CORNERS, TYP. OLD" TOG ELEV (—)2'-6" TOG ELEV REID MIDDLETON, INC. . . S 2007 6ENERAL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAINING5 IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB INFILL AND SLAB RAMPS, INTERMEDIATE STEPS e. S n Ja to C PrOMI 3 925 33-5318 CO Ph ne: 9 1.925 2504 PROJECT FOR: = 9 1.92 0244 Email CONSULTANTS: Norton & S chrnidt Consulting Engineers, L.L.C. 311 East llth Avenue North Kansas City, MO 64116 Phone: (816) 421-4232 Fax: (816) 421-1956 www.nortonschmidt.com N&S JOB NUMBER: 2005-2530 HENDERSON ENGINEERS INCORPORATED 8325 LENEXA 00/2 SUITE 400 LENEXA, KS. 66214-1695 TEL 913-307-5300 FAL 913-307-5400 WEB: VIWW.HENDENSONENGINEEFS.COM Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT 0 0 0 X w 0 w w CO SHOPP!NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington V) (I) VI V) GO V) V) VI V) If) V) V) LA 1L1 1.1.1 W LLI LL1 1.14 LL1 U4 LLI 1.4.1 14.1 W LU Cg LU (.11 CC LU VI 1.1-1 Cr) SHEET NO.: Cg LU Cr) cc LU cc LU VI .Tc ..4 1 * CC LLI VI CC LU -11 KEY PLAN: „ . cc LU CC 141 U) SHEET INFORMATION: ISSUE INFORMATION: , . ............................ stk@stkinc. CC Cu U) S4.0 CC 1.41 U) •cC CC LI-1 U) c.r) 0 U) LU 0 m PROJECT NO.: 223 SCALE: DATE: 8-21-06 0 SHEET TITLE: STADIUM SEATING ce p SECTIONS f DATE: INFORMATION: 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-01-06 30% TENANT PLANS 6-07-06 50% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 9-07-07 1 CITY COMMENTS DOUBLE ANGLE BRACE WELDED TO T5Sx6 TYPICAL SPACER PLATES AT - THIRD POINTS TYPICAL - 10 AFF BRACE ELEV T56x6x5/16 WELDED BETWEEN MEZZANINE BEAMS TYPICAL 0 0 ^ - • - ^ .................. - ^ - • - 16-0"0 TOG ELEV 13x5x1/4 CONT. 1/4" GONT PLATE IT-0" TOG. ELEV FULL PENETRATION WELD AT MITER 1 STADIUM SEATING SECTION WTI 05x22x0 WELDED TO UNDERSIDE OF MALL BEAM T54x4xI/4 HANGER SPLIT TUBE AT KT MEMBER DOUBLE ANGLE BRACE UP TO FLOOR STRUCTURE 1 TOG ELEV STADIUM SEATING' SECTION INT105x22x0 WELDED TO UNDERSIDE OF MALL BEAM T54x4x1/4 HANGER SPLIT AT lAIT MEMBER DOUBLE ANGLE BRACE UP TO FLOOR STRUCTURE L3x5x1/4 GONT. 1/4" GONT PLATE 10'--0" TOG ELEV FASTING 3RD LEVEL MALL FLOOR BY OTHERS 6 TOG ELEV 8 TOG ELEV STEEL RISER BEAM REF PLAN EXISTING EMBED PLATE IN CONCRETE FLOOR !SLAB FOR COLUMN BEARING 4 TOG ELEV TOG ELEV 2/53.0 5 TOG ELEV STEEL RISER B REF PLAN CONCRETE RAMP BEYOND EXISTING 3RD LEVEL MALL FLOOR BY OTHERS 7.7 STEP IN THRID LEVEL MALL FLOOR BY OTHERS 5 TOG ELEV 1 " TOG ELEV 2-53.0 4 TOG ELEV 2-S" TOG ELF/ 4,42,11-041 - 44S,Y440.13tsn:14:44+-4:41$44-4 1 4W04:44 0 ,004.W.ef 41.-Wiftr 40 0 TOG ELEV a ( i- 0" TOG ELEV "Weir 4 7 1 TOG ELEV 0'-0" TOG ELEV i/ 1-11 TOG ELEV TOG ELEV SCALE: 1/2" - 1 X-05-AU003_144 (4 TOG ELEV •,41157 F.Ft.)K4W/IMW:4 r .; (-)2 TOG ELEV TOG ELEV SCALE: l'-0" X-05-AUD07-10_220 REID MIDDLETON, INC. GENERAL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAWINGS IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB INFILL AND SLAB RAMPS, INTERMEDIATE STEPS 971< Ph e: 1.925 504 ax.: 9.l.92 0244 Email slit@ 'tkinclom HENDERSON ENGINEERS PROJECT FOR: 171 INCORPORATED 8325 LENDA DRIVE SUITE 400 LENEXA, I. G6214-1695 TEL 913-307-S300 Fax: 913-307-5400 WEB: WWW.HENDERSONENGINEERS.COM PROJECT NAME: 16 THEATRES AT 0 0 w z 0 0 g w w ,E co LLI CC I— CC LU CC LLI CC SHEET NO.: LU ISSUE INFORMATION: LLI SHEET INFORMATION: nto C3ijfomF 92533-5318 CONSULTANTS: Norton & S chmidt Consulting Engineers, L.L.C. 311 East 11th Avenue North Kansas City, MO 64116 Phone: (816) 421-4232 Fax: (816) 421-1956 www.nortonschmidt.com N&S JOB NUMBER: 2005-2530 Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington cr) U, sr, in U, U, co") v v 1,1 (in • LU LU LU • LU 0-1 LLI LLI LU CC LU €11 CC LU CC LLI (.11 esi •41 41 00 01 < < < S4.1 CC LL.1 LU U, CC LU PROJECT NO.: 223-383-05 SCALE: DATE: 8-21-06 SHEET TITLE: STADIUM SEATING SECTIONS :1 1 DATE: . ' INFORMATION:, 4-21-05 .FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-01-06 30% TENANT PLANS 6-07-06 50% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15--07 100% TENANT PLANS 9-07-07 1 CITY COMMENTS 10'-0" AFF E3RAGE ELEV STADIUM SEATING SECTION 14'-6"0 TOG ELEV 14-6" TOG ELEV 1^11 WELDED TO UNDERSIDE OF MALL BEAM DOUBLE ANGLE BRAGE UP TO FLOOR STRUGTURE T54x4x1/4 HANGER SPLIT TUBE AT KT MEME3ER L3x3xI/4 GONT. 1/4" GONT PLATE EXISTING 3RD LEVEL MALL FLOOR BY OTHERS .1AtT105x22x0 WELDED TO UNDERSIDE OF MALL BEAM ___---- DOUBLE ANGLE BR.AGE UP TO FLOOR STRUGTURE T54x4x1/4 HANGER SPLIT TUBE AT NT MEMBER L3x3x1/4 CONT. 1/4" GONT PLATE 2 STADIUM SEATING SECTION REF PLAN TOG ELEV 5 t.tL RISER BEAM REF PLAN EXISTING 3RP LEVEL MALL FLOOR BY OTHERS 4 TOG ELEV 4'-6"0 TOG ELEV 55 2-53.0 5 TOG ELEV STEEL RISER 2-53.0 3I-0" TOG ELEV r_suO ELEV 1 TOC., ELEV STEP IN THRID LEVEL MALL FLOOR BY OTHERS 0 TOG ELEV 0 TOG ELEV • (- TOG ELEV \ N , ZaWa. ) ;&1&ni 5;t " SCALE: 1/2" = I'-O" X-05-AUD12_144 (-)2'-" TOG ELEV TOG ELEV SCALE : 1/2" = I'-0" X 7 j L REID MIDDLETON, INC. RevieNED K).it CODE COMPLIANCE- \ APPRO 101 9 Val 4 SEP 2007 PFCF 6ENERAL NOTE: SCOPE OF STRUCTURAL WORK FOR THESE DRAWINGS IS LIMITED TO STADIUM SEATING FRAMING, PLATFORMS, DEPRESSED SLAB INFILL AND SLAB RAMPS, INTERMEDIATE STEPS T Ph 0 0 w 0 w w STK: 101.. • miumnto.C3Iirornm e: 9 1.925 504 ax: 9 1.92 0244 Email stk@ [EXPIRES ,— --3 _- I 3 CONSULTANTS: Norton & S chmidt Consulting Engineers, L.L.C. 311 East lith Avenue North Kansas City, MO 64116 Phone: (816) 421-4232 Fax: (816) 421-1956 www.nortonschmicitcom N&S JOB NUMBER: 2005-2530 HENDERSON ENGINEERS INCORPORATED 8325 LENIELA DRIVE SUITE 400 LEN. KS. 66214-1695 TEL 913-3D7-5300 FAX 913-3074400 WE WWW.WENDEASONENGINEERS.COM PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 - MEATUS AT SHOPP!NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Seattle, Washington ✓ I VI VI LA V2 V2 V) VI VI U" cri LIJ 1.1.1 LLI LLI LLI LU U-1 LU LL1 LLI LLI cc CC LLI Lf1 1- a cc 1.1.1 ti? CC U.I iJ 2 CC 2 11.1 LLI LLI 14 VI 1,1 CC LLI • Ce1 Sr U1 w 00 c•, < < < < < < CC U.I L/1 2 2 1.1-1 LU In V) • In LLI LLI cc LLI In cc LU In ISSUE INFOR`MATION: KEY, PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: DATE: SHEET TITLE: STADIUM SEATING SECTIONS SHEET NO.: • • • r- :""1 • ' fcrrrr 318 tkinc_com S4.2 8 - 2 1-G6 — 0 • • • • • • • • •