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Permit M07-150 - WESTFIELD SOUTHCENTER MALL - AMC THEATERS
AMC THEATERS 3600 SOUTHCENTER MALL M07 -150 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 2623049023 3600 SOUTHCENTER MALL TUKW AMC THEATER 3600 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA KEVIN TROUTMAN 2575 S SAN JACINTO AV , SAN JACINTO CA Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA Contractor License No: MACDOFS980RU DESCRIPTION OF WORK: INSTALL ROOFTOP UNIT SYSTEM WITH VAVA AND FPB'S, EXHAUST SYSTEM AND SINGLE ROOM SPLIT SYSTEM. Value of Mechanical: 128,000.00 Type of Fire Protection: SPRINKLERS /AFA Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC -10/06 Cityf 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 MECHANICAL PERMIT EOUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 951- 925 -2504 Phone: 206 -763 -9400 Expiration Date: 12/31/2008 M07 -150 10/31/2007 04/28/2008 Fees Collected: $6,929.43 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30-50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -150 Printed: 10 -31 -2007 Permit Center Authorized Signature: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -150 Issue Date: 10/31/2007 Permit Expires On: 04/28/2008 Date: I DI74 02" I hereby certify that I have read and = • - ed this permit and know the same to be true and correct. All provisions of law and ordinance: governing this work will be complied 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 regulatinc construction or tlyeperformance twork. I am authorized to sign and obtain this mechanical permit. Signature: / /l Date: 1631 O 7 y Print Name: iLf I 49vise 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 suspende or abandoned for a period of 180 days from the last inspection. M07 -150 Printed: 10 -31 -2007 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 12: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Parcel No.: 2623049023 Address: 3600 SOUTHCENTER MALL TUKW Suite No: Tenant: AMC THEATER 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: M07 -150 Status: ISSUED Applied Date: 07/12/2007 Issue Date: 10/31/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 8: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Readily accessible access to roof mounted equipment is required. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: 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. 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the M07 - 150 Printed: 10 -31 -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 manufacturer's installation instructions. (IMC 606.1, 606.2.1) 16: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 17: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 18: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M07 -150 Printed: 10 -31 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. Date: /OA / 7 M07 -150 Printed: 10 -31 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwilct. wa. us Building Permit No. DO1 2-6a Mechanical Permit No. I" 1 01'' [ S D Plumbing/Gas Permit No. 1 � 1�' 18 Public Works Permit No. Project No. f b 1 01 ( For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: Gt:33 St)UTHCENTt RA RA( WAN/ Suite Number: — Floor: Tenant Name: AMC- Replay .L. -*C New Tenant: ,....Yes ❑ ..No Property Owners Name: KI e✓TFI t t0 coo epo ocir lo' 7Ni C • ,ry Mailing Address: ilk) 1 Ji.SHir?e (io►sc.Ev ,t GV' Fl-R Lt .'s 4J ELeS 64 - 900'95 c ity State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: K &VIM I P.Coi 'i t i.1 Day Telephone(961) / 9as-- p 504 Mailing Address: Z75" S. 5Aai JAGI,�r) Ave. 5411. .SAc wr �-G - 9asTa City State Zip Fax Number: (95 9e2- c5 yy E -Mail Address: K1 ROUTM.N. S'r►C . Gam GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: tr TROcirTA E -Mail Address: -. ) - Fourt.ii Ate{ Corn Contact Person: A u6 4 EVAN C E -Mail Address: ALLEN. FVAN.S( I I e NG • GO VV1 Q:tApplications'Ponns- Applications On t.ine\3 -2006 - Permit Application.doe Revised: 9 -2006 bit State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: STK A E2cH I7EC. u Q l�'«• / GC&. 9 G Mailing Address: 2S7S -S - SAN 34C1;134C1;111 AVE . .54/V 1_ CI;JTO 2S'�3 City tal Zip Day Telephone: (99/ % 2 s - 95'04 Fax Number: (9s 9?S- 0.p4 ei ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: HEN D RS0t4 £NGIN EERc. ZNC. Mailing Address: 1325 LCNexA IDRivE , S U ijE `NU 1ZNPJCA k • t 4?i4 )(5 City State Zip Day Telephone: (cw,) o7 `5 Fax Number: C / a 3) 30 - S`I o O Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 15 j 1 43 2 1, 631 Existing Building Valuation: $ n Scope of Work (please provide detailed information): evr4Nl" J., i f ovIM9ff / 11I r H t?iPC. ST u o wL . 1Q2txxvit fl &b ST4 Pivot, J rn-r 105 A/eui (Gvc(5 too 44,e3 FRAM' AIL e S tt , T "vm w A- hl rw I t1 Pioeic 114e 1 bilt /N Scwl)/Getilefn Will there be new rack storage? ❑ Yes 1 .. 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 14 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: rie Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Dgi 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:Npplications\Fonns- Applications On Linel3 -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 t" Floor ♦ Me, )4iiise VD 1 4 0 - 1 re, ' a, 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): $ 15 j 1 43 2 1, 631 Existing Building Valuation: $ n Scope of Work (please provide detailed information): evr4Nl" J., i f ovIM9ff / 11I r H t?iPC. ST u o wL . 1Q2txxvit fl &b ST4 Pivot, J rn-r 105 A/eui (Gvc(5 too 44,e3 FRAM' AIL e S tt , T "vm w A- hl rw I t1 Pioeic 114e 1 bilt /N Scwl)/Getilefn Will there be new rack storage? ❑ Yes 1 .. 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 14 No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: rie Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Dgi 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:Npplications\Fonns- Applications On Linel3 -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 r J Thermostat S6 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater ' -' Ventilation System / / Wood/Gas Stove 30 -50 HP /1 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 VAS/ /FFG 5C0 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): $ I Gig, 000 Scope of Work (please provide detailed information): Rooprop O mit SysTE W‘iit V4 V - 1=P>3'S (/J sr SysTEm f4tvn Swa,c.0 ig• pLtr 5 y Tc"i Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas..... Other: Indicate type of mechanical work being installed and the quantity below: Q:Mpplieatiions\For s- Applications On Line\3 -2006 - Permit Application.doe Revised: 9 -2006 eh A Page 4 of 6 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards Call before you Dig: 1 800 - 424 - 5555 ❑ .. Work in Flood Zone ❑ .. Storm Drainage PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate s Water District ❑ ...Tukwila 0... Water District #125 ❑ .. Highline ■ . Renton ❑ ...Water Availabi ity Provided Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certific e ❑...Sewer Availability Provided Septic System: ❑ On -site Septic System - or on -site septic system, provide 2 copies of a curren . - . tic design approved by King County Health Department. Submitted with Application ( k boxes which apply): ❑ ...Civil Plans (Maximum Pap ize — 22" x 34") ❑ ...Technical Information Report ( •rm Drainage) ❑ ' otechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) El aintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply ❑ ...Right -of -way Use - Nonprofit for less than , hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Sanitary Side Sewer ❑ Abandon Septi ank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities • .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements '4 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control • .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protectio . If Irrigation Domestic - . ter ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size WO # ❑ ...Water Only Meter Size WO # El ...Sewer Main Extension Public Private _ ❑ ...Water Main Extension.. Public Private FINANCE INFORMATI Fire Line Size at Pro . - Line Number of Public Fire Hydrant(s) El ...Water Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Q:\ApplicationsWorms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 - 2006 bb Day Telephone: City Day Telephone: City uct Water Meter Size State Zip State Zip Page 3 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Print Name: Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED to APPLY FOR THIS PERMIT. BUILDING 0 R $ R THO Signature: Date Application Accepted: 7 -(2 -01 Q:MpplicationsWotms- Applications On Linen -2006 - Permit Application.doc Revised: 9-2006 bh Date: M7/1107 Day Telephone: 1 City • State Zip Date Application Expires: Staff Page 6 of 6 Fixture Type: Qty Fixture Type. Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower .., Drinking fo i • in or water cooler (per = ad) / (O Wash fountain � Gas piping outlets 5 Bidet -. Food -w. ' - grinder, comm ial .-. eptor, indirect w /l 7 Clothes washer, domestic Floo i . in / f S Dental unit, cuspidor •••• S t er, single head trap — Urinal / Dishwasher, domestic, with independent drain : vatory 27 Water C et 4/3 Building sewer or trailer park sewer N1 ` Rain water system - per drain (inside building) /4/4 Water heate d/or vent n #" Additional medical gas inlets /outlets - six or more '� Industrial waste pretreatment interceptor, including its trap and ven except for kitchen type grease interceptors _, Repair or alteration of water piping and/or water treating equipment Repair or altera of drainage or ven 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 Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work ontractor's bid price): $ Ili 2 / 9Po Valuation of Gas Piping work ( tractor's bid price): $ / 75',n D O �7` Scope of Work (please provide de ed information): O T (SQL-K> Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: LA,v0L -0 Q: Applications\Fotms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bb Indicate type of plumbing fixtures and/or gas pipin utlets g installed and the quantity below: tate f hr R&mr AJ Co 'e • evrter ni vnei r - Sewer: G i9nie�C.o2 Zip Page 5 of 6 RECEIPT NO: R07 -02380 User ID: 1165 SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwi/a.wa.us Initials: JEM Payment Date: 10/31/2007 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. SET ID: 1031 SET NAME: MACDONALD MILLER EL07 -637 144.00 M07 -068 58.00 M07 -150 1,379.89 PG07 -092 58.00 TOTAL: 1,639.89 ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES SET RECEIPT Total Payment: 1,639.89 TRANSACTION LIST: Type Method Description Amount Payment Check 1478 1,639.89 TOTAL: 1,639.89 ACCOUNT ITEM LIST: Description Account Code Current Pmts 000.322.101.00.0 144.00 000/322.100 58.00 000/322.100 1,437.89 TOTAL: 1,639.89 Receipt No.: R07 -01363 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 RECEIPT Parcel No.: 2623049023 Permit Number: M07 -150 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 09:34 AM User ID: ADMIN Balance: $1,379.89 TRANSACTION LIST: Type Method Description Amount Payment Check 319654 5,549.54 MECHANICAL - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 Account Code Current Pmts Payment Amount: $5,549.54 4,169.65 1,379.89 Total: $5,549.54 0262 07/13 9710 TOTAL 5549.54 doc: Receiot -06 Printed: 07 -12 -2007 COMMENTS: Type of Inspection: F/ A/ 4 / 0 /2.191,—,;‘,/ (To )11P4(76 �) .5 — / 0 10 'c !�-e-/,r'4 ., — l�orr, - fN A ' 4 ) 71 e-< TA/5 - — (10 j.-. P44. /v ,s- k• Arw /rd 2 -- ( ,•sP /s /r f e r e .- ,, ..-,r /f le- 1) ?or/,: 7L (j )r► /p/E'P /A -%rt/A Project• n Tie 4 M/e Type of Inspection: F/ A/ 4 / Address: 3 (o 0 ,n ig f/ Date Called: Special Instructions: Date Wanted: { 7-- / 7 Vti 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 El Approved per applicable codes. MO- ice b El Corrections required prior to approval. 'Inspector: Date: 7- 5. U $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: h Project: i� c Type of Inspection: Srr► c/..-t- c{ e Wvt \ Address: - Goo `` of /( Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: ce / 2. G to S Phone No: 20( 50 - (?S INSPECTION RECORD - � Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 22 (Inspector. Approved per applicable codes. M01- IS COMMENTS:( r Fr8 H /q - e"" � ice (.N+,A CQ-vi - ❑ Corrections required prior to approval. Date: / G /us 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: �. 1 ,'.� r K �;i F11. Address: -C.w I - \\ Date Ca led: Special Instructions: L � 6 \ _ Date Wantted: a.m. C, • C) pp p.m. Requester: \�q_\l\\)\ , c c F <t> Phone No: --' ZC C.c \ C> CG%% 1. ' t t3'� \\I i C \ 7' C a.! .-- e .... 1 t ;: ' II ' . Z • ti C " J (\ \ f" i e \ C( -z"---"c.- ,-\ c---) - C�I k1 7'c-c-" , • ‘ l ` �\ �(1. � f\ - t' N C7C -- \.\ \yi C1'.. I qN .% 7°';'-'e& 4 t - \\ -%- lc\ Ca,\ -4\ V. ... A C:. i i ,i 7' 12.. ..�tN Q.y- x Project: K C..._ Type of Inspection: ,r, cti`!." c, .;,k C' Nt, Address: -C.w I - \\ Date Ca led: Special Instructions: L � 6 \ _ Date Wantted: a.m. C, • C) pp p.m. Requester: \�q_\l\\)\ , c c F <t> Phone No: --' ZC C.c \ C> CG%% Z,1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION I, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. (lnspecto INSPECTION RECORD Retain a copy with permit 'Date: El Corrections required prior to approval. PERMIT NO. 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: COMMENTS: 1\ . Type of Inspection: t ....cin,,, t \ \ � 4 7 , '1 \.? fl & Special Instructions: � !„ Requester: s�aa . Date Wanted: C n • T C) CA a.m. P.m. `� Q... .. 4. ‹,tea t -' f \, C.,,, c",t /IA . 7. M.ss,47c\ • ''' --,.,\ T, ! 1 IA .rc 'c \� St ,I C.3 / \r,„, .% e)�:.Ar A . t - \C-V. ' r '� ' .\�! G - 7 ( \ ° j .` 7 € A ° ? ? T 1 i 1 \l , 7., ' fi S 1 ,,,, \ C Z 16 . TT c�.'. \� �T`r`�., LSD I \, T1 7?'-4.' 7C, \ � Cam. 6 / -1.6 r'r..p r - z\ \, G- Nical." %)-, A Zit s \,f ('.-.Z Al \ - a ,ttiSand Project: ww Type of Inspection: Address: °-4q.(.* }1 e, \\ Date Called: Special Instructions: � !„ Requester: s�aa . Date Wanted: C n • T C) CA a.m. P.m. `� Q... .. 4. ‹,tea Phone No: 4 i.(')C.. tea 1C C_ z, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION a 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. PERMIT NO. 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: COMMENTS: ell Type of Inspection: Address: Xoo /ytf/ Rfvf r -ti 5`< "t , ?....( /► tz<. .Iy r 51.144- 1.,15„z_ 'ttq� 0(C 11,-r /Ze.- so:n :0, A c vi Requester: Phone No: 26 $ /o 50-15" Project: Type of Inspection: Address: Xoo /ytf/ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 26 $ /o 50-15" 20 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 LI Approved per applicable codes. E1 Corrections required prior to approval. 'Inspector: Date: El $60.00 REISPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: p/I II�� // !! � } r e 4.,, ,'r{ L,....( i2.4- ( p1 / /4f _ 0 t l 201 e3 11 koc2 ''W L. t tz ( C...f .r frvrileT> (70frff, %+-i sfie-. / ci p, (So ©FF Stir ffV ok.._ I"1 O 1 1 4- VIfOR ri4461 on AHS 4S (Tre -€ 19 Special Instructions: Date Wanted: /� a.m. p.m. Requester: Project: A. , iv i ` Type of Inspection: Address: 3 60 MA 1 I Date Called: Special Instructions: Date Wanted: /� a.m. p.m. Requester: Phone No: 20 Go 2.& ( .2q 570 AID 7- /SO INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. [] Approved per applicable codes. 0 Corrections required prior to approval. CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'Inspector: $58.00 RE SPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: I Date: 7 ^ 2 - COMMENTS: 3/, l N- Type of Inspection: . �1� I t' 1 N Address: 3 (god yv A- LI__. lbei fir /6 o<<. Special Instructions: I t (74y (451-- bvor "■ 5 /24 - str' '' Requester: it ( P2— ., . Tr v ; .'1 1 /455/'n tv, 4 ccir. -/ / ( n P� / rl.r ( — 1 11°3 Project: j TheA -ki' v Type of Inspection: . �1� I t' 1 N Address: 3 (god yv A- LI__. Date Called: Special Instructions: Date Wanted: LI — 2_14— 0P 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. 'Inspector: y310 - 0 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: i1 rhtC -The/tie Type of Inspection: , ROL h -1,v Address: 3 6cO cOM- 0166ok k1 /14/ Date Called: k Special Instructions: Date Wapted: l L� I ( la m, Requester: Phone No: - 6 ! -4' r z Approved per applicable codes. Inspector: J INSPECTION RECORD Retain a copy with permit YYl �7 -rte C ) PERMIT NO. INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 3 COMMENTS: b1/4.)cs LeuriA atN,cr Date: A \ t,q a 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: o 74€4,- 15 rt`,( ak 1 r71.9 y Nles<n ; LeLea 13-16 G 4 .'► --'(--- 1 , 11 20 Addres : 3 b ( ,m' 1 ( I'iii'k€/ ofr •t;. c) ylfo _ # I ' Special Instructions: Date / W to — 7 �� /� a.m Requester: Phone No; Projecji 4'N Th� Type f Inspection: - / TM -/ Addres : 3 b ( ,m' 1 ( Date Called: Special Instructions: Date / W to — 7 �� /� a.m Requester: Phone No; 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. $58.00 R 3 ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje - "FA , 1 -- /e ° V Type spection� �n h / Address: Goo /may i/ Date Called: Special Instructions: Date Wanted: /zsr, rn, Requester: PhoagNo:, -G ! - / Z j 15 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION Iz- Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (_ 1""{ 14- I lnspector: l J 'Date: 4/ci(bp $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: y'Date: COMMENTS: pA Type of inspection: V Address: __3Z._., 14, ,ii e ,4'1 , 77« /, Special Instructions: ( ,s r142'j /4,,, 5- ti r ssK, -.:A c L..,,. � ( r? 2 ° 2 / 4, aM I" F1'(i 16c i s (55 t1 2o2 Pho `1 t rivh.,( 01) 1 s 1 S Gwen #( y Proj /7 / // -jTQ Type of inspection: V Address: __3Z._., 14, ,ii e ,4'1 , Date Called: / Special Instructions: Date 7 me C � r De._. p .rt Requester: ,2 2G / S/z s Pho `1 /1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date: G $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 ns ection: • Address: .._9)t M /lc / 4 I ! j Special Instructions: Date Wanye� J / O [�/ a p.m. Requester: Phone No (9 4 - 5ID - 3eys 13 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. ❑ Corrections required prior to approval. COMMENTS: p A f 2 2 Its r,:ter- j 1 lti/rd 01. /FS�! •c5" r it/, (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: I v�— COMMENTS: ...- g 05.-' / h e,. e,- 1 / "1 /n Af e '5 P v.T/'( fr1 �C 57 5/!�Q M /6/ VA' er,(ef5 / /,'/1C- CA-fV'I t , 5 /nh/)/ rl' Address: // ?(� uldl tea IC g10 .a OA Special Instructions: Date Wanted: ''�' -Or( a.m. p.m. Requester: Phone No Zo S /D- 3of -- Project: �il�C 11�U t� Type of Insp ction: � c94 /Weed. Address: // ?(� uldl tea IC g10 .a Date Called: Special Instructions: Date Wanted: ''�' -Or( a.m. p.m. Requester: Phone No Zo S /D- 3of -- 1 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 El Approved per applicable codes. El Corrections required prior to approval. Inspector: z Date:j /Z, /U e s58. 0b REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: A ¶'- .x"Q. Type of Inspection: wtd,. TO-4 M Address: Sty %.7Q S •CM *Fill~ Date Called: Special Instructions: Date Wanted: 3124( OS a.m. p.m. Requester: Phone No: 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 d - • Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P�a S /Gal -AL( 4.41 aAS Ot tj1D. 44 'Inspector , • Date: Mot -(So f ze D $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: Ail C 52,, IA re, ii ,,- Type of Inspection: /la/ got5h, .4-. Address: ?c2' 5-2,,#ti,- ,.,1,. ri./r Date Called: 3 — - 95 Special Instructions: Date Wanted: — / - °g a.m. p.m. Requester: ati Phone No: 10 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 11 07— /5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION gy 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / TA C44, # 'i /xs/ t7r/44r. <4 T'1 - ft-1.1 ,l s .� -.G.'. 'Inspector: ' Date: $58.00 REIt PECTION 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: 12 cr 'r t l«6, Tti« 4. 11 Q ,.,1 {'I R"? l I J 4 €/ I P 11 C "irk, a, s 0(c ri I °`I 901"(f on 1"Iissc•,•'0.. w-- L4f1l 11 20 Phone No: 2o6 S/2 30415 1141ke f 9h (4“ /s flih k .#10 Project: AlfC 71, l� lL/ Type of Inspection: 12 cr 'r t l«6, Address: 3cp Sodj1,rst .ft.l1< Date Called: ` 3 - it' 2 Special Instructions: Date Wanted: 3- f l'7b a.m. p.m. Requester: 4r 1 Phone No: 2o6 S/2 30415 1.0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 no, -15 0 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $58.00 R ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 INSPECTION RECORD Retain a copy with permit l'' ' IS INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 3 7 Project: Typ f,lnspection: C 1V la& 0-) Ni Mme- Address: Date Called: 3(o 5. C. t Special Instructions: COMMENTS: (Inspector Date Wanted: a.m. 3 ! 5 " OS p.m. Requester: Phone No:, Approved per applicable codes. Corrections required prior to approval. 5 pQ L f (..`1' A t a- +a te c. x� to %.) .D i ¢ - r r� X i fp t � ~ 3i.g i 4 'Srv- r.i.. k.bee Date: ; 405 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: k 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 -36 Type o Inspection: <c A Y. Project: Th {t Date Called: Address: ® v1 G if4 li ^�� Date Wanted: a.m. Special Instructions: 2 _� _ p.m. Requester: 17��c Phone No: ' 2 u! t/ 2 5 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p p . 112 ► 1 M OCr d 5 f 02 t c "Reisfr. 14 2 t iwirif Oki 44.s S 7' E $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. IDate: (Receipt No.: -, - COMMENTS: ill, /lo, f b. ,"„ /7 /J k H /9q i3 /fr ti loci ‘14' - ■ 4,'. 11 Tr5:ni ",Y fl-t,,..5 trio) Date Called: p Special Instructions: Date Wanted: 2 -2 7- a.m. p.m. Requester: Gke Phone No: 26 2L/ q /2J 1 ,1!414,// 7r ,,,,,, LTr•tvt #7 Project: An C lA«l {r Type of Inspection: i t Pl„ /.,. . Address: Date Called: p Special Instructions: Date Wanted: 2 -2 7- a.m. p.m. Requester: Gke Phone No: 26 2L/ q /2J 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. Inspector: 'Date: 2 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: 4 /1C T/, rF {rte Type of Inspection: v it.74- j/, .'4. /"1,6 Address: 3090 5,0 r,<.11 Date Called: 2- 1' 'Y Special Instructions: Date Wanted: 2-0-01r a.m. p.m. Requester: krl-. 4-. Phone No: 2 oG L I 2 3 ( 1675 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Date: F177 - /S7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ 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. COMMENTS: Tdrak. A 3 (c ti 103 IviArica 9. /14 C7 'Receipt No.: 'Date: Project: ? ' / /��a 7/ tr Type of In ection: K69(/ h - /4/ 3 Scnr,/� / 1 � Called: Special Instructions: Date Wanted: c,=. � /Z- / / b a.m. -it Requester: Phone. No: 3- , ` 7 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 IE Approved per applicable codes. Corrections required prior to approval. COMMENTS: fl, s4 4- t/ # 7 f)k. h,,rvi •! oh /',if 67-e -e rt 'Inspector: U $58.00 RECNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: !Date: 1 Date2 /2 Project: A' ( 6e --(2. Tye of Inspection: KpocArkk Address: 3(00 0 S . (_M_ t -t), _ Date Called: Special Instructions: Date Wanted: Z` 431 p c3 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Co PERMIT NO. rL 1� (206)431 -36f70 O Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C`{Lt D cosse.S ! t V-- a Ae...) (Inspector k-kCRo-'` O I z. 5 $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: [ f a t r .'1 /9t'1 I tA fd„ # 1 ok. Type of Inspection: 12(.4 i'.--)54.-1051/ P5 11 103 Date Called: 2- 1 -c7 MA4/1 on 4hf /# 6i_ itt 3 Special Instructions: _ Date Wanted: 2- /'7bl Vim, p.m. Requester: q Phone No: 253 y23 4 107 3 Project: 4 11 C rl, ls, ,... Type of Inspection: 12(.4 i'.--)54.-1051/ Address: 3G4o 59dir4 /, - Mli[i Date Called: 2- 1 -c7 Special Instructions: _ Date Wanted: 2- /'7bl Vim, p.m. Requester: q Phone No: 253 y23 4 107 3 3 Nia7 -15 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 KJ Approved per applicable codes. Corrections required prior to approval. Inspector: Date 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: aQ- Proje t: J .7+-479 Type o ns - � � Address: 3/ m6 2// vAl, Date Called: w,oa Special Instructions: Date Wa d' te /c>2 � ,)/� 471 Requester Ph 1 / C /17 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION klz j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: o Inspector: ..c 614,1 Date: t\oi $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: IDate: Projecy, .7-44 /Wilt 44 x^ Type of 1 spection: /_)2 / Ff1Vg • Address: 3606 .Se>//( /44 Date Called: // Special Instructions: Date Wanted: ,nr Requester: Phone No: ,7c - 4'23 - 2- 4'73 ❑ Approved per applicable codes. 1 2 1 .17 /)0 INSPECTION RECORD Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 D Corrections required prior to approval. COMMENTS: 1 LO 0 ( •.) Lnc-f J AIM A Inspector: 58 .00 EINSPECTION FEE REQUIRED. Prior 'Date: to ��I Cm� °1 El $ inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: .3p- 7/7 Sprinklers: y Fire Alarm: y Type of Inspection: r4 Isviivh / i- %''a t'-. % LI . Address: �; G P C- ' Suite #: " 11 / / ConiaFt Person: i<1.. Special Instructions: Occupancy Type: Phone No.: _ �v? L 2 / L-/ % E/ f^ ° 0 j i "t 1 C () s1 C -,. ,L iT / i/f-) / - c K 14- Ai i\ I r -i (a / .- !. / ! -'7" 0 %- (ki. 0 n- i i — U to s'•.: fc 1 A 0)i- - e A 0 v_ - C A _ 0 1 Project4mr .3p- 7/7 Sprinklers: y Fire Alarm: y Type of Inspection: r4 Isviivh / i- %''a t'-. % LI . Address: �; G P C- ' Suite #: " 11 / / ConiaFt Person: i<1.. Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: .3p- 7/7 Sprinklers: y Fire Alarm: y Hood & Duct: Monitor: t w Ai.R ro / tiA- 20i4,I Pre -Fire: zw Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 11 Corrections required prior to approval. Inspector: A i r t'i� JI, 4 Date: 7/10 joy, Hrs.: 6 '1 $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 ACTIVITY NUMBER: M07 - 150 DATE: 07 -12 -07 PROJECT NAME: AMC THEATER SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bung Division Public Works ❑ Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Approved with Conditions Planning Division ❑ Permit Coordinator DUE DATE: 07-1 7-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: El DUE DATE: 08-14-07 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MACDOFS980RU Licensee Name MACDONALD/MILLER FAC SOL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602254260 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 PO BOX 47983 Address 2 City SEATTLE County KING State WA Zip 98106 Phone 2067684180 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/31/2002 Expiration Date 12/31/2008 Suspend Date Separation Date Parent Company Previous License DIVCOI *988RC Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SIGMUND, FREDRIC PRESIDENT 12/31/2002 KOPET, TYLER SECRETARY 12/31/2002 KOPET, TYLER TREASURER 12/31/2002 LOVELY, STEVE C VICE PRESIDENT 12/31/2002 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MACDOFS980RU 10/31/2007 T 1'1E -T�� A 16 Plex Theatre Tenant Improvement within: estfiekt SHOPPINGTOWN SOUTHCENTER Project address: WESTFIELD SOUTHCENTER 633 Southcenter Parkway Tukwila, Washington. 91888 -2888 AMC Realty, Inc. 920 MAIN STREET KANSAS CITY, MO. 64105 PHA (816) 221 -4000 FAX (816) 480 -2582 100% TENANT PLAN JANUARY 15, ' 007 orton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 No changes shat be made to the scope of work � 0� a�ro�a1 NOTE: Revisions wM tyre a new plan and may kwkide addianal plan mire feet 1 SEPARATE PERMIT REQUIRED FOR Ci �c �s City of Tukwila BUILDING DIVISION BY Date: SHOPPINGTOWN ( / SOUTHCENTER Tr. W City of Tukwila BUILDING DIVISION CODE OM I; : .1 a \\ BUILDING DIVISION 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214-1695 TEL: 913- 307 -5300 FAX: 913-307-5400 WEB: WWW.HENDERSONENGINEERS.COM HI- \DPRSO\ E\ v \EERS I N C O R P O R A T E D FILE COPY Permit No. Dian review approval Is subject b errors and omissions. Approval of construction documents does not authortaa the vioiaiwci cf ciy accepted code or ordinance. Receipt Of apprc•, c:1 Copy and . nations is admot MO'7- A z RECEIVED JUL 12 2007 PthitAIT GttiNi i th 0 c0 PEN SHEET INDEX — ARCHITECTURAL FLOOR PLANS WSW PLANS 53 IIENVIT PLANS 75X SW PLANS 016 95% 121ANT PLANS 8 -21-06 BMW PLANS 1 -15-07 WSW MBE 24.55 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1-15-07 PLANS PLANS A011 FLOOR AREA PLAN - LEVEL 3 A012 FLOOR AREA PLAN - LEVEL 4 A111 EGRESS FLOOR PLAN -- LEVEL 3 A112 EGRESS FLOOR PLAN - LEVEL 4 A211 OVERALL FLOOR PLAN -- LEVEL 3 A212 OVERALL FLOOR PLAN - LEVEL 4 A221 DIMENSION FLOOR PLAN - LEVEL 3 WEST HALF) A222 DIMENSION FLOOR PLAN - LEVEL 3 EAST HALF) A223 DIMENSION FLOOR PLAN -- LEVEL 4 WEST HALF) A224 DIMENSION FLOOR PLAN - LEVEL 4 EAST HALF) A231 REFERENCE FLOOR PLAN - LEVEL 3 WEST HALF) A232 REFERENCE FLOOR PLAN - LEVEL 3 EAST HALF) A233 REFERENCE FLOOR PLAN - LEVEL 4 WEST HALF) A234 REFERENCE FLOOR PLAN - LEVEL 4 EAST HALF) A241 ENLARGED PLANS A242 ENLARGED PLANS A243 ENLARGED PLANS A251 WATERPROOFING FLOOR PLAN - LEVEL A252 WATERPROOFING FLOOR PLAN - LEVEL A261 WALL TYPE REFERENCE FLOOR PLAN - LEVEL A262 WALL TYPE REFERENCE FLOOR PLAN - LEVEL A263 WALL TYPE REFERENCE FLOOR PLAN - LEVEL A264 WALL TYPE REFERENCE FLOOR PLAN - LEVEL REFLECTED CEILING PLANS A311 REFLECTED CEILING PLAN - LEVEL 3 WEST HALF) A312 REFLECTED CEILING PLAN - LEVEL 3 EAST HALF) A313 REFLECTED CEILING PLAN - LEVEL 4 WEST HALF) A314 REFLECTED CEILING PLAN - LEVEL 4 EAST HALF) ROOF - EXTERIOR ELEVATIONS - SECTIONS A411 ROOF PLAN 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 HALF) A542 FINISH FLOOR PLANS - LEVEL 3 EAST A543 FINISH FLOOR PLANS - LEVEL 4 WEST HALF) A544 FINISH FLOOR PLANS -- LEVEL 4 EAST HALF) A545 FINISH FLOOR PLANS - LEVEL 3 (TERRAZZO LAYOUT) 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) DOOR SCHEDULING 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 CONDITIONS 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 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. S HEET INDEX -AMC VENDER AMC provide oe� Contractor on s�din�atio and CONCESSION, BOX OFFICE, GUEST SERVICES SHEET INDEX - ELECTRICAL ' 30Z MINT 501 BAK PLANS WSW MBE 24.55 CASEWORK AND PLANS 5-1-016 6-7-06 7 8 1-15-07 PLANS PLANS TITLE INFORMATION B111 CONCESSION EQUIPMENT SCHEDULE & NOTES WSW FLAW 50X MK PLANS 5-1-06 6-7-06 • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • 8-21-06 1 -15-07 B112 CONCESSION EQUIPMENT PLAN • • • • • • • • E101 POWER FLOOR PLAN - LEVEL 3 WEST HALF • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • B113 ELECTRICAL ROUGH -IN PLANS A001 OVERALL SITE DEVELOPMENT PLAN A002 SITE PLAN - PARKING LEVEL 2 A003 SITE PLAN - PARKING LEVEL 3 A004 ENLARGED SITE DEVELOPMENT PLAN E102 POWER FLOOR PLAN - LEVEL 3 EAST HALF B114 PLUMBING ROUGH -IN PLANS E103 POWER FLOOR PLAN - LEVEL 4 WEST HAL B115 CONCESSION ELEVATIONS AND RACEWAY CONN. INFO E104 POWER FLOOR PLAN - LEVEL 4 EAST HALF B116 CASEWORK PLAN VIEW E201 LIGHTING FLOOR PLAN - LEVEL 3 WEST HA F B117 CASEWORK SECTIONS E202 LIGHTING FLOOR PLAN - LEVEL 3 EAST HALF • • B130 GENERAL THEATRE SHELVING - RIGHT E203 LIGHTING FLOOR PLAN - LEVEL 4 WEST HAL • • • B131 GENERAL THEATRE SHELVING - LEFT E204 LIGHTING FLOOR PLAN - LEVEL 4 EAST HALF B135 MANAGEMENT OFFICES AND SCHEDULE OF E211 SIGNAGE & WAYFINDING FLOOR PLAN - LEVEL 3 WEST HALF) ELECTRICAL / DATA REQUIREMENTS E212 SIGNAGE & WAYFINDING FLOOR PLAN - LEVEL 3 EAST HALF) B150 BOX OFFICE / GUEST SERVICES PLANS AND ELEVATIONS E301 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 3 ST HALF B151 BOX OFFICE / GUEST SERVICES DETAILS E302 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 3 EAST HALF AISLE LILTING E303 SPECIAL SYSTEMS FLOOR PLAN --- LEVEL 4 WEST HAL B211 LEGEND, NOTES, USHER DETAIL, AISLE LIGHTING PLANS E304 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 4 EAST HALF AUDITORIUMS 1 & 2 E401 ELECTRICAL ENLARGED POWER PLANS B212 AISLE LIGHTING PLANS - AUDITORIUMS 3, 4, 5 & 6 E402 ELECTRICAL ENLARGED POWER PLANS B213 AISLE LIGHTING PLANS - AUDITORIUMS 7, 8, 9 & 10 E501 ELECTRICAL DETAILS B214 AISLE LIGHTING PLANS - AUDITORIUMS 11, 12, 13 & 14 E502 ELECTRICAL DETAILS B215 AISLE LIGHTING PLANS - AUDITORIUM 15 E601 AUDIO AND AUTOMATION DIAGRAM SEATING E701 LIGHT FIXTURE SCHEDULE B311 SEATING PLANS - AUDITORIUMS #1 & #2 E702 PANELBOARD SCHEDULES B312 SEATING PLANS - AUDITORIUMS #3 & #4 E703 PANELBOARD SCHEDULES • • B313 SEATING PLANS - AUDITORIUMS #5 & #6 E704 PANELBOARD SCHEDULES B314 SEATING PLANS - AUDITORIUMS #7 & #8 E705 ELECTRICAL ONE LINE DIAGRAMS B315 SEATING PLANS - AUDITORIUMS #9 & #10 FP101 FIRE SITE UTILITY PLAN B316 SEATING PLANS - AUDITORIUMS #11 & #12 FP2O1 FIRST FLOOR PLAN AREA "A" FIRE PROTECTION B317 SEATING PLANS - AUDITORIUMS #13 & #14 FP202 FIRST FLOOR PLAN AREA "B" FIRE PROTECTION B318 SEATING PLANS - AUDITORIUMS #15 & #16 FP203 SECOND FLOOR PLAN AREA "A" FIRE PROTECTION SCREEN DETAILS FP204 SECOND FLOOR PLAN AREA "B" FIRE PROTECTION B401 PROJECTION & SCREEN SYSTEM ISOMETRICS FP300 FIRE PROTECTION DETAILS B402 SCREEN SYSTEM PLANS & ELEVATIONS B403 SCREEN SYSTEM DETAILS / SPECIFICATIONS SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION S0.1 GENERAL FRAMING INFORMATION AND NOTES S1.0 BASE LEVEL FLOOR PLAN A 51.1 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 SHEET INDEX - ELECTRICAL ' 30Z MINT 501 BAK 7511BNT WSW MBE 24.55 • • • • • • • • SHE PLANS PLANS PLANS PLANS PLANS TITLE INFORMATION DATA DETAIL CHART, SPEAKER CHART SCHEDULES -- PARKING - PARKING WSW FLAW 50X MK PLANS 5-1-06 6-7-06 718-06 8-21-06 1 -15-07 T101 TITLE SHEET, SHEET INDEX. PROJECT T102 GENERAL CODE AND A.D.A. COMPLIANCE T103 GENERAL NOTES, AND FIRE STOP T104 SCOPE OF WORK MATRIX T105 SCOPE OF WORK MATRIX, SCREEN & LENSE T106 GENERAL ACCESSIBILITY NOTES, CHARTS, SYMBOLS AND ABBREVIATIONS SITE DEVELOPMENT • • • • • • • • E101 POWER FLOOR PLAN - LEVEL 3 WEST HALF • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A001 OVERALL SITE DEVELOPMENT PLAN A002 SITE PLAN - PARKING LEVEL 2 A003 SITE PLAN - PARKING LEVEL 3 A004 ENLARGED SITE DEVELOPMENT PLAN E102 POWER FLOOR PLAN - LEVEL 3 EAST HALF E103 POWER FLOOR PLAN - LEVEL 4 WEST HAL E104 POWER FLOOR PLAN - LEVEL 4 EAST HALF E201 LIGHTING FLOOR PLAN - LEVEL 3 WEST HA F E202 LIGHTING FLOOR PLAN - LEVEL 3 EAST HALF • • E203 LIGHTING FLOOR PLAN - LEVEL 4 WEST HAL • • • E204 LIGHTING FLOOR PLAN - LEVEL 4 EAST HALF E211 SIGNAGE & WAYFINDING FLOOR PLAN - LEVEL 3 WEST HALF) E212 SIGNAGE & WAYFINDING FLOOR PLAN - LEVEL 3 EAST HALF) E301 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 3 ST HALF E302 SPECIAL SYSTEMS FLOOR PLAN - LEVEL 3 EAST HALF E303 SPECIAL SYSTEMS FLOOR PLAN --- LEVEL 4 WEST HAL 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 FP2O1 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 SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION S0.1 GENERAL FRAMING INFORMATION AND NOTES S1.0 BASE LEVEL FLOOR PLAN A 51.1 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 SHEET INDEX - MECHANICAL ' E/S 511 1BIANT 75rear 95XIBIIWt 1:0Z ME 24.55 • • • • • • • • SHE INDEX - . FLANS PLANS PLANS PLANS TITLE INFORMATION DATA DETAIL CHART, SPEAKER CHART SCHEDULES -- PARKING - PARKING WSW FLAW 50X MK PLANS 751113 FLANS o6 95:CHAff PLANS s -21-o6 WSW PLANS 1-is-o7 8- 21-06 1-15-07 T101 TITLE SHEET, SHEET INDEX. PROJECT T102 GENERAL CODE AND A.D.A. COMPLIANCE T103 GENERAL NOTES, AND FIRE STOP T104 SCOPE OF WORK MATRIX T105 SCOPE OF WORK MATRIX, SCREEN & LENSE T106 GENERAL ACCESSIBILITY NOTES, CHARTS, SYMBOLS AND ABBREVIATIONS SITE DEVELOPMENT • • • • • • • • • • • • • • • • • • • • • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A001 OVERALL SITE DEVELOPMENT PLAN A002 SITE PLAN - PARKING LEVEL 2 A003 SITE PLAN - PARKING LEVEL 3 A004 ENLARGED SITE DEVELOPMENT PLAN SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION S0.1 GENERAL FRAMING INFORMATION AND NOTES S1.0 BASE LEVEL FLOOR PLAN A 51.1 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 SHEET INDEX - MECHANICAL 511 SW f PLANS 6-7-06 30Z Tear 511 1BIANT 75rear 95XIBIIWt 1:0Z ME 24.55 • • • • • • • • • • • • • • • • PLANS FLANS PLANS PLANS PLANS 5-1-06 6-7-06 7-18.06 8- 21-06 1-15-07 MEP100 MECHANICAL, ELECTRICAL, PLUMBING LEGEND • • • • • • • • • • • MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN M101 HVAC FLOOR PLAN - LEVEL 3 WEST HALF M102 HVAC FLOOR PLAN - LEVEL 3 EAST HALF M103 HVAC FLOOR PLAN - LEVEL 4 WEST HAL M104 HVAC FLOOR PLAN - LEVEL 4 EAST HALF • • M201 HVAC ELARGED PLANS • • • M202 HVAC ELARGED PLANS M301 MECHANICAL SCHEDULES M302 MECHANICAL SCHEDULES M401 MECHANICAL DETAILS SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION S0.1 GENERAL FRAMING INFORMATION AND NOTES S1.0 BASE LEVEL FLOOR PLAN A 51.1 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 3 z1B Nff PLANS 5-1-06 511 SW f PLANS 6-7-06 73 1BWIf PLANS 718-06 K1EMT PLAINS 8-2F06 WEN PLANS 1 -15-07 92 BM aXIBVANf 24.55 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PLANS PLANS PLANS LEVEL 3 - THEATRE LEVEL /LOBBY /QUEUING 3,521 SHEET INDEX - PLUMBING 39 30ZTBW f 5O3EBINE 75% 1B161ff 92 BM aXIBVANf 24.55 N/A N/A PLANS PLANS PLANS PLANS PLANS 5+06 6-7-06 718-06 8- 21-06 1-15-07 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 HALF 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 WITH 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 2003 2003 2003 2002 2003 1993 CONSTRUCTION TYPES and REQUIREMENTS CINEMA TENANT IMPROVMENT WITHIN MALL SHELL BUILDING TYPE IIB FULLY UNDER SEPARATE PERMIT. SPRINKLERED 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 INTERIOR BEARING WALLS *EXTERIOR BEARING WALLS NON BEARING WALLS INTERIOR & EXTERIOR *FLOOR CONSTRUCTION *ROOF CONSTRUCTION SHAFT ENCLOSURES BUILDING AREA SUMMARY SEATING SUMMARY OCCUPANT LOAD REFERENCE DRAWINGS A111 AND A112 IS REQUIRED FOR THE FOLLOWING: BUILD OUT. FIRE SPRINKLER SYSTEM. ELECTRICAL WORK. MECHANICAL WORK. PLUMBING WORK. FIRE ALARM SYSTEMS. EXTERIOR BUILDING SIGNAGE. 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, 02.04.04 0, TABLE 601 0, TABLE 601. NOT LESS THAN THE FIRE RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 TABLE 602, SECTION 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. * = DESIGNED AND PERMITTED BY LANDLORD. RE: SHELL BUILDING DRAWINGS LEVEL 3 THEATRE LEVEL (G.L.A.). 70,825 LEVEL 4 MEZZANINE LEVEL 15,852 TOTAL SQUARE httl 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) AUTOMATED TELLER MACHINE (ENTRY LOBBY) AUTOMATED TICKETS (EXTERIOR) GUEST SERVICES CONCESSION (LEVEL 3) PUBLIC PAY PHONES (ENTRY LOBBY) 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 LEI tLR 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 7 TICKET STATIONS 1 ATM, WALL MOUNTED 4 ABO TICKET STATIONS, WALL MOUNTED 2 TICKET STATIONS 14 SEWWNG STATIONS 1 UNIT 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 A. THEATRE TENANT IMPROVEMENT B. THEATRE TENANT IMPROVEMENT C. THEATRE TENANT IMPROVEMENT D. THEATRE TENANT IMPROVEMENT E. THEATRE TENANT IMPROVEMENT F. THEATRE TENANT IMPROVEMENT G. THEATRE TENANT IMPROVEMENT FIRE PROTECTION NOT USED. OTHER 1. APPROVAL BY COUNTY HEALTH DEPARTMENT FOR FOOD ESTABLISHMENT IS REQUIRED PRIOR TO INSURANCE OF PERMIT. 2. NO ALCHOUC BEVERAGES ARE PERMITTED WITHOUT A CONDITIONAL USE PERMIT. 3. REFERENCE SHEET T106, DETAIL #5 FOR PLUMBING FIXTURE SCHEDULE RECEIVED JUL 12 2007 tNMU lft-J4 A DIRECTORY OF CONSULTANTS EXECUTIVE AND NTIMOR ARCHTECT T ►NT V IT ENC NEER: TBVANT IMPROVEIENT PLUIIUVGPHVAC ELECTRICAL ENGINEER: PROJECT DEVELOPER: BASE BUILDING RECORD ARCHITECT BASE STRUCTURAL E3:1: BASE BULDING RECORD ELECTRICAL 134G BASE BUILDING RECORD MECHANCAL BIGIPOER AMC CONTACT MINN 511< ■ _- 5-. . Ke in Re • is 257 r - J- Phone: 91.925 ern ro tman red • rch'teat to ye. Ja to 4a Fate 1 0244 Em Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rn a H E N D E R S O N E N G I N E E R S INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL 913-307-5300 FAX: 913-307-5400 WEB: WWW.HENDERSONENGINEERS.COM 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. 98101 -1853 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 REVIEWED FOR CODE COMPLIANCE APPROVE JUL 2. '7 201 City Of T�� �� BUILDING DIVI IOC amc 16 THEATRES AT s1I1ekf SHOPPINGTOWN SO UTHCENTER 633 Southcenter Parkway Tukwila, WA., 98188 --2888 206-246-0423 T'I'TLE SHEET; SHEET INDEX, PROJECT DATA T101 5. 6. 7. 10. I. 10. 11. 12 13. I. Open between stripped Provide meet Bars, without shall for 13as, without shall for 100818.3) 9. The an accessible above Intended appliances, ADAAG. SECTION On 2 Plans 3. Compliance 4. The 5. All 6. Provide concession extinguisher each 7. All Extinguishing system. 8. The exits 9. Electrical Whenever ff Provide Lighting value Electrical SECTION Assembly 2 Services an 3. In spaces shall 4. Accessible 1107.221. 5. Dispersion to 1108 levels areas, additional box 6. Multilevel the 7. Wheelchair minimum shall vertical exterior joints around window aid door Vanes, between walls and fouxdatIons, between walls wall panels, and at penetrations of utilities through the envelope, shall be sealed ducked, or to limit air leakage. appropriate fire stops for both wall and floor - ceiling penetrations. ISC Seotlon 711 Fire stops requirements of Section 711. grilles, grates, or similar devices placed over any required exit door shall be openctbie from The the use of a key, tool or my special knowledge or effort. Such bas, grilles, gates or similar be equipped with an approved release device for use by the fire department only on the exterior the purpose of fire t emergency depa tmen gency acx ess, when required by the authority having the ills, grates, or similar devices placed over an required exit door shall be operable from the g � Y the use of a key, tool or any special knowledge or effort. Such bat illes, gra tes or similar s, be equipped with an approved release device for use by the fire department only on the exterior the pupose of fire department emergency aooess, when required by the authority having krisciction center of a unction box for electrical and communication nication system receptacle outlets shall be Installed location meeting the clearances and reach raise requirements of cr and not less than the floor or working platforms. The center of the grip of the operating handle of controls or to be used by the occupant of the room or area to control lighting and receptacle outlets, or cooling, heating, and ventilating equipment shall meet the requirements of 2003 IBC disabilities and shall not be more than 48' above the floor or working platform NUED FROM T102 24 "' FIRE AND LIFE S/o1FETY site inspections by fire department personnel require 48 hour notification require review and permitting by the city fire department. with standards for the storage of waste materials is required (I.F.C. 1103.2.) installation of fire sprinkler systems shall comply with the NFP.A. fire alarm systems shall be installed in compliance with BC 907.2. one portable fire extinguisher which has a classification of not less than 40-@ area. LF.C. Sec. 1006.2.7.). Provide a minimum of one 2A10 C classification within 75 feet travel distance floor. (I.F.C. Section 1002, I.F.C. Standards 10-I) for each 6,000 square feet or portion Thereof 1) commercial-type ng equ pme protected by an approved Automatic corn nerclaht cooking equipment shall be System. (I.F.C. Sec. 1006.2,1.). The kitchen hood shall be tied into the alarm (IFC Section 1006, NFPA 17) required number of exits shall be provided and the maintenance of all and escapes is required. (IFC Article 12, IBC Chapter 10, Section 1001 and 108) wiring standards shall be maintained. (I\FPA 70) the building is occupied, exit signs shall be illuminated at an intensity of not less candle at the floor level. (IBC 1006.2) ng rating rating portable fire extinguisher with a rartin not less than 10-BC rat) fo r electrical room. mechanical ro. shall be provided from an emergency power system. Emergency lighting shall give of one foot candle at floor level. wiring standards shall be maintained (nfpa 70). 25 - SEATING with fixed seating shall comply with sections IBC 1108.2 though 1108.2.6 and facilities provided in areas not rewired to be accessible shall also be provided accessible level and shall be accessible [IBC 1110.2] theaters, bleachers, grandstands and other fixed seating assembly areas, accessible wheelchair shall be provided in accordance with table 1108.221 at least one seat for a companion be provided besides each wheelchair space. [IBC 1108.25] TABLE 122.1 A VIA-�ELC�I-IA� SPACES and roof, weather should inside devices side ation Ins inside devioes side (IBC at 15' switches i~ for the fire on Fire than I room a on step in routes be based two box, club or less to by a cluster SECTION 18 - SIMS AND IDENTIFICATION ON 1. The International Symbol of Accessibility shall be The standard used to identify facilities that are accessible to and usable by physically disabled persons as specifically required. 2. The International Symbol of Accessibility shall consist of a white figure on a blue background. The blue shall be equal to Color No. 15090 in Federal Standard 5958. = 3• Letters and numbers on signs shall have awidth -ta- height ratio of between 3 5 an i I an a stroke width -to- height ratio between 1 :5 and I =10. ( ADAAG 430.2) 4 . Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected above the finish floor, the d minimum character height shall be 3". (ADAAG 4.30.3) 5. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a light background (ADAAG 4305) 6. When raised characters or symbols are used, the Y shall conform to the following: A. Letters and nu niters on signs shall be raised 1/37 minimum and shall be sans-serif upper case characters accompanied by Grade 2 Braille. ( ADAAG 430.4) B. Raised characters or symbols shall be a minimum of 5/8' high. (ADAAG 4.30.4) C. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimension o f the pictogram shall be a minimum of 6' in height. (ADAAG 4.30.4) 7. Contracted Grade 2 Braille shall be used wherever Braille symbols are specifically required in other portions of these regulations. Dots shall be I /10' on centers in each cell with 2/10' space between cells. Dots shall be raised a minimum of V40' above the background. ( ADAAG 4.30.4) 8. All building entrances that are accessible to and usable by persons with disabilities shall be Identified with at least one standard sign and with additional directional signs, as required to be visible to persons along approaching pedestrian ways. [ ADAAG 4.1.3 (16X.6)] g. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shall be accompanied by Braille in conformance with ( ADAAG 4.30.4) Signs shall be installed on the wall adjacent to the latch outside of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be be placed on the nearest adJaacent wall, preferably on the right. Mounting height shall be 60' above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may gnage encountering protruding objects or stand within the approach within 3" of si without encounter( �g swing of a door. (ADAAG 4.30.6) 10. At every primary public entrance and at every major junction along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. signs shall indicate the direction to accessible building entrances and facilities and 302 4303 4.305. [ ADAAG 4.1.3 shall comply with the requirements found In ADAAG 4.., 4.30.3 (16)(b)] hearing II. Strobe signaling devices required for the hearih impaired shall be State Fire Marshall approved and listed. (7203 (c)). 12. Audible signals intended for operation in the public mode shall have a sound level of not less than 75d BA at 10' or more than IIOciBA at the minimum hearing distance from the audible appliance. (Ch 35 sec 4- 3.3.1). 13. Audible signals intended for operation in private made shall have a sound level of not less than 45aBA at 10' or more than IIOcBA at the minimum hearing distance from e audible appliance. The flash rate shall not exceed 2 flashes per second nor be less than I flash every throughout the listed voltage range of the I gh ag ange appliance. 9nfpa 72 sec 4 -4.2) 14. The light source color shall be clear or nominal white and shall not exceed 1000 candela 14. (effective intensity). (NFPA 72 sec 4- 4.22). Wall- mounted appliances shall be mounted such as that the entire lens is not less than 80" and not greater than 96° above the finished floor. 15. Ceiling - mounted appliances shall be installed per Table 4.4.4.1.1(b) iFPA 72 sec 4 -4.4). Directional singage indicating the route oute to The nearest like accessible element shall be 16 provided at the following locations. These directional signs shall Include the international Symbol of Accessibility= [IBC 1110.2). I. Inaccessible building g ent 2. Inaccessible public toilets and bathing facilities. accessible route. 3. Elevators serving an accessiblte. 4. At each separate -sex toilet and bathing rooms indicating the location of the nearest unisex toilet or bathing room where provided in accordance with Section 1121 17. Sign age indicating special accessibility provisions shall be be provided as followes= [IBC 1110.37. I. In assembly w , gn fy(ng the general areas requiem to comply with section 1108.27 a sign not( public of the availbility of assistive listening systems shall be provided at ticket offices or similar locations. 2. Each door to an exit fairway shall have a tactile sign, including raised letters and Braille, sating EXIT. 3. At exits and elevators serving a required accessible space, but not not proving an � ess � tlld Indicating approved accessible means of egress, signs shall be installed the location of accessible means of egress. SECTION 19 - ASSISTiVE LISTENING SYSTEMS AND ASSEMBLY OCCUPANCIES I. Assembly areas shall be provided with asshstive- listening systems for people with hearing impairments. [ ADAAG 4.1.3 (19)(b)] 2 The minimum number of receivers to be provided shall be equal to 4% of the total number of seats, but in no case less than two. [ ADAAG 4.1.3 (19)(.6)7 3, If the assistive- listening system provided is limited to specific areas or seats, such areas or seats shall be within a 50 foot viewing distance of the performing area. ( ADAAG 4.33.6) 4. A sign which includes the International Symbol of Access for Nearing Impaired and wording that states 'Assistive- Ustening System Available" shall be posted in a prominent place indicating the availability of assisfive-listening devices. [ADAAG 4.30.7 (4)] SECTION 20 - WAGS ' SIDEWALKS AND PATH OF TRAVEL 1 . Walks and sidewalks shall have a contiface, not interrupted by steps or by nuous common sur abrupt changes in level exceeding V4', and shall be a minimum of 48 in width. ( ADAAG 4.3.8 AND 45.2) , cc slope no en anpt h in level n evel between V4 - 1/2' our, they " shall be beveled with a slop 2 When b greater than 1 =2, except That level changes not exceeding 1/4 may be vertical. ( ADAAG 45.2) ge a Abrupt changes in level along any accessible route exceeding V2' shall comply with the requirements of raps and curb ramps. (ANSI AIf7.h3O3.4) 4. When the slope In The direction of travel of any walk exceeds I vertical to 20 horizontal it shall pedestrian ramp. (ADAAG 4.8.1 E2) comply with the provisions of a pe i t ft 7) 5. Walk and sidewalk surface cross slopes shall not exceed V4" per foot. ( ADAAG 4.3.7) 6. Walks shall be provided with a level area not less than 60" by 60' at a door or gate that swings toward the walk, and not less than 48" wide by 44' deep at a door or gate that swings away from the walk. Walks shall have a minimum of 24' to the side of the strike edge of a door or gate that swings toward the walk. (ADAAG 4.3.7) 7. All walks with continuous gradients shall have level oreas at least 5 feet in length at intervals of at least every 400 feet. 8. Walk and sidewalk surfaces shall be slip - resistant, ( ADAAG 45.1) A. Surfaces with slope of less than 6% gradient shall be at least as slip- resistant as that described as a medium salted finish. B. Surfaces with a slope of 6% gradient shall be slip - resistant. 9. Walks, sidewalks, and pedestrian ways shall be free from gratings whenever p a1y gr g possible. For gratings located in The surface of any of these areas, grid openings in gratings shall be no greater than 1/2" in direction of traffic flow. (ADAAG 45.4) 10. At least one accessible route within the boundary of the site shall be provided from public transportation stops, accessible parking, accessible passenger loading zones, and public streets or sidewalks to the accessible building entrance they serve. When more than one route is provided, all routes shall be accessible. SECTION 21 - STORA FACILITIES AND AREAS i. If fixed storage facilities such as cabinets, shelves, closets, or ckawers are provided where ired, at least one of each type shall be accessible in terms of clear space, reach access is required, ranges, and hardware. Additional storage may be provided outside of required reach ranges. [ ADAAG 4.1.3 (12)(a)1 2. Accessible storage spaces shall be within at least one of the height ranges specified. ( ADAAG 4.25 e 4.26) 3. Hardware for accessible storage facilities shall comply with ADAAG 4.13.9 Touch latches y and U- shaped pulls are acceptable. 22 "" VISUAL AUDIBLE 1. appliances for the hearing impaired shall be installed in the following Approved notification g mp ng areas: A Restrooms, B. Corridors, C. Occupied r000ms where ambient noise impairs hearing of the fire alarm D. Lobbies, E. Meeting Rooms, F. Any other area for common use. ADAAG 413 (14) E 4.28.1 2. Audible emergency alarms shall produce a sound that exceeds the prevailing equivalent sound level In the room or space by at least 15aibA or exceeds any maximum sound level with a duration of 60 seconds by 5dbA, whichever is louder. Sound levels fax alarm signals shall not exceed 120 abA. ( ADAAG 4.28.2) 3. If emergency warning ing systems are provided, then they shall include both audible alarms and visual alarms. [ ADAAG 4.1.3(14) E 4.28.1] 4. No place in any room or space required to have a visual signal appliance shall be more than 50 ff from the signal (horizontal distance). in large rooms and spaces exceeding 100 ft. across, without obstructions 6 ft above the finish floor, such as auditoriums, devices may be placed around the perimeter, spaced a maximum 100 ff apart in lieu of suspending them from the ceiling. [ ADAAG 4.28.3 (7)] 5. No place In common corridors or hallways In which visual alarm signaling appliances are required shall be more than 50 ft from the signal. [ ADAAG 4.28.3 (8)1 SECTION 23 - BUILDING AND SAFETY/ ELECTRICAL I. Plumbing facilities shall be provided in accordance with the International Plumbing Code. Safety glazing g age required in fixed or open panels ad la the of r operable cent to a door where e nearest a glazing � Is within a 24 inch ac of either vertical edge of the door in a exposed edge of the closed position and where the bottom exposed edge of the glazing is less than 60 Inches above the walking surface. [IBC 2406.3 (6). 3. Where aluminum alloy parts are in contact with dissimilar metals, other than stainless, aluminized or galvanized steel or absorbent building materials likely to be continuously or intermittently wet, the facing surfaces shall be painted or otherwise separated. 4. Provide minimum 7 ceiling height in the Elevator Machine Room 4. Grab bars shall be securely attached 33' above m parallel to the floor. exoept where a tank -type toilet is used which obstructs placement at ST, the grab bar may be as high as 36'. (ADAAG 4.17.6) 5. grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment. CSC SECTION 1109.1 6. The diameter or width of the gipping surfaces of a grab bar shall be I V4' to 1 V2' nominal or the shape shall provide an equivalent gripping surfaces. If grab bars are moulted adjacent to a wall, the space between th wall a nd t he grab bars IADAAG 426 .21 SECTION - DRINKING FOUNTAINS I. Drinking fountains shall be a minimum of 18 in depth and there shall be a clear and unobstructed knee space under the drinking fountain not less than in height and 8" in depth, the depth measurement being taken from the front edge of the fountain. ( ADAAG 4.155) 2. There shall be toe clearance of 9" in height above the floor, and IT in depth from the front edge of the fountain. (ADAAG 4.155) 3. The bubbler shall be activated by a manually operated system not requiring a force greater than 5 Ibf that is located within 6 inches of the front edge of the fountain or an electronically controlled device (preferably). (ADAAG 4.15.4) 4. The bubbler outlet orifice shall be located within 6" of the front of the drinking fountain and shall be within 36' of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the &inking fountain. ( ADAAG 4.152E 4.15.3) SECTION 1, - TENANT PREMISES PUBLJC TELEPHONES I, The highest operable past of the telephone is • Forward reach telephone - 48' ( ADAAG 4.31.3 is 4.25) • Side reach telephone - 54" (ADAAG 4.31.3 e 4.2.6) 2. The cord from The telephone to the handset shall be at least 29" long. ( ADAAG 4.31.8) 3. Telephones shall have push-button controls where service for such equipment is available. ( ADAAG 4.31.6) 4. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap If ba at least one in each bank and a . banks of public telephones are provided, total of at least 25i of the total number of public telephones, including closed circuit telephones in a building or facility, shall be equipped with a volume control. Such telephones shall be capable of a minimum of 12 afbA and a mandmum of 18 dbA above normal. If an automatic reset is provided, 18 �A may be exceeded. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. [ADAAG 4.1.3, 4.30.7 (2) E 4.3151 5. A clear floor space at least 30 x 48 that allows either a forward or parallel approach by a person using a wheel chair shall be provided at telephones. (ADAAG 4.31.2) 6. Telephones mounted diagonally in a corner than require wheel chair users to reach diagonally shall have the highest operable part no higher than 54 above the floor. 7. If telephone enclosures are provided, they shall comply with the follows A. For side reach telephones, the enclosure overhang shall be no greater Than 19' and the height of The lowest overhang pas shall be equal to or greater Than 27'. ( ADAAG 4.31.2) B. For forward reach telephones, if the enclosure overhang is greater than 12', the clear width of the enclosure shall be 30' minimum, if the clear width of the enclosure is less than 30'. the height of the lowest overhang part shall be equal to or greater than 27' ( ADAAG 4.31.2) C. Entrances to full - height enclosures shall be 30' minimum. ( ADAAG 4.312) D. Where telephone enclosures protrude into walls, halls, corridors or aisles, they shall comply with (ADAAG 4.31.4) If a total of four or more public pay phones are provided at the interior and exterior of a site, and if at least one of the total is an Interior location, Then at least one interior public text telephone shall be provided. .1.3 (17)(c)(DI [ ADAAG 4.1.3 9. If telephone books are provided, They shall be located in a position complying with reach ranges ( ADAAG 4.31.7) 10. Text telephones shall comply with the following= A. Text telephones used with a pay y telephone shall be permanently n ently affixed within or adjacent to the telephone If acoustic id, the telephone cord shall be one enclosure. an acousc coup is used, sufficiently long to allow connection of the text telephone and telephone receiver. [ADAAG 4.31.9 (1)] B. Pay telephones designed to accommodate a portable text telephone shall be equipped with a shelf and a electrical outlet within or adjacent to the telephone enclosure. The telephone handset shall be capable of being placed flush on the surface of the shelf. The an shelf shall be capable of accommodating a text telephone and shall have 6' minimum vertical clearance in the area where the text telephone Is to be placed. RADAAG 4.1.3 ()(d)] C. Equivalent facilitation may be substituted for the above requirements. Directional signage shall be provided. [ADAAG 4.31.9 (3)) D. Text telephones shall be Identified by the international TDD symbol. If a facility has a public text telephone, directional signage indicating the location of the nearest such tale hone shall be placed adjacent to all banks of tale hones that do not contain a text telephone telephones telephone. Such directional signage shall include the international TDD symbol. If a facility has no balks of telephones, the directional signage shall be provided at The entrance or in a building directory. [ADAAG 430.7 (3)] SECTION 15 - HAZARDS AND PROTRUDING OBJECTS I. Warning curbs. abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential op off. When a guardrail or handrail is provided, no warning curb is w ired when a drop required guiderail is provided centered 3' ( ±) I' above the surface of the walk or sidewalk, the walk is 5 percent or less gradient, or no adjacent hazard exists. 2. Objects projecting from walls with their leading edges between 27' and 80' above the finished floor shall protrude no more than 4' into walks, halls, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 27' above the finished floor may protrude any amount into walks, halls, corridors, passageways, or aisles. Freestanding objects mounted on posts pylons may overhang 12' maximum form 27' to 80' above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. ( ADAAG 4.4.1) . halls, s, , he 3 Walks corridor p� sageway% aisles or other circulation spaces shall have 80 minimum clear head room. ( ADAAG 4.4.2) 4• Any obstruction that overhangs a pedestrian way shall be a minimum of 80 above the walking surface as measured from the bottom of the obstruction. (ADAAG 4.4.2) the walking Detectable warnings at hazardous vehicular areas. If a walk crosses or adjoins a vehicular way, and surfaces are not se � separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable worming which is 36 inches wide. SECTION 16 - SPACE ALLOWANCE I. The space rewired for a wheelchair to make a 180 degree turn Is a clear space of 60 Inches diameter or a T-shaped space. ( ADAAG 4.23) 2. The minimum clear width for single wheelchair passage shall be 37 at a point (24" maximum length) and 36' continuously. ( ADAAG 4.2.1) 3. The minimum width for two wheelchairs to pass is 60'. ( ADAAG 4.2.2) 4. The minimum clear floor or round space rewired to accommodate a single, stationary wheelchair and occupant is 30" by 48'. The minimum clear floor or curd space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchair s may be a part of the knee space rewired under some objects. 5. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair olew floor space. If a clear floor or ground is located in an alcove or otherwise confined on all or part of three sides, additional mxanewering clearances shall be provided. 6. The space required for a wheelchair to make a 180 degree turn is a clear space of 60' diameter or a t- shaped space, ° 7. The minimum clear width rewired for a wheelchair to turn around an obstruction shall be 36 where the obstruction is 48' or more in length and 42' and 48 " where the obstruction is less than 48' in length. 8. The minimum clear width for a single wheelchair passage shall be 32" at a point (24' maximum length) length) and 35' continuously. 9. The minimum width for two wheelchair to pass is 60'. 10. If the clear floor space allows forward approach to an object, the maximum high forward reach allowed shall be 48'. See figure lib -c(a). The minimums low forward reach Is over an obstruction, reach and clearances shall be as shown in figure Ilb�c(b). II. If the clear floor space allows parallel approach by a person in wheelchair, the maximum high side reach allowed shall be 54" and the low side reach shall be no less than 9" above the sure II b-5d(a) and (b). If the side reach is over and obstruction, The reach floor as shown in figure and clearance s shall be as shown in figure lib-5d(c). SECTION 17 - EMPLOYEE WORK AREAS + WORK STATIONS L Employee areas shall conform to all requirements of the office of the state architect /access compliance section in the a;alifomla building code, phrrbirg code, and electrical code. 2. Specific work stations, with the exception of work stations in sales facilities, check stands ticket and other work stations with specific requirements contained in The other positions of the regulations need only comply with aisle width and floor and levels and entryways shall be 32 in clear width. 3. Employee work areas shall be accessible by means of 36" minimum aisle and 32' minimum clear door width. _. - • - = _ - - .' ''. ^ ` ` F : { ,, f _ :r , ` !_, • ; : ; ._.- , �;;r =: , = :; ;,.- = - <z F' ;: '- '_' ' �W I:: 1, , ,. =` ,f��-� ` � � L � - '' •,j� X4 -_- r�r� �� . 51 � = r : :, °yi - t-, _ :.' 18. Open risers are not permitted. On any given flight of stairs, all steps shall have uniform riser height and aniform tread widths consistent with 1006.3. Stair treads shall be no less that 1I' deep, mea&red from riser to riser. Risers shall be sloped or the underside of the nosing shall have m angle not less than 60 degrees from the horizontal. SECTION 6 - ELEVATORS 1. All vertical circulation systems including elevators, escalators, and their required equipment, hardware, structure support, age under separate permit by the City of Tukwila E the Department of Labor and Industry, Building Codes >a Standards Division as submitted by Landlord (Westfield - Design Construction) SECTiON 7 EXIT ACCESS I. The exit access is that portion of a means of egress system that leads from any occupied point in a building or structure to an exit. Components that may be selectively included in the exit access Include rooms, aisles, hallways and corridors, in addition to those means of egress components described in IBC Section 1008.1 i; 1013.1 2 Partitions, rails, counters and similar space dividers not over 6 feet in height dove the floor shall not be construed to form a hallway. (IBC 1004.3.3.3) SECTiON 8 - FLOOR AND LEVELS I. Level Area is defined as 'a specified surface that does not have a slope in any direction exceeding 1/4 inch in one foot from the horizontal (2.083 gradient)'. 2 Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walk, ragas, stairs, end curb ramps, shall be stable, firm, and slip - resistant. ( ADAAG 45.1) 3. Changes in level between V4' and 1/2" shall be accomplished by means of a ramp no steeper than I vertical to 2 horizontal. ( ADAAG 4.5.2) Where carpet or the is used on a ground or floor surface, it shall be securely attached, have a firm cushion, pad or backing, or no cushion or pad, and have a level loop, texture loop, level -cut pile, or level- cut /uncut pile texture. The maximum pile height shall be I/2 ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along The entire length of the exposed edge. ( ADAAG 45.3) 4. If gratings are located on floors, Then they shall have spaces no greater than 1/2' wide in one direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. SECTION 9 - SANITARY FAC IUTIES (GENERAL) I. Sanitary facilities that serve buildings, faculties or portions of buildings or facilities that are required to be accessible by these standards shall conform to the requirements of IBC section 1109• 2 Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle V4' thick with edges 12' long and a vertex pointing upward. Women's sanitary facilities shall be Identified by a circle 1/4 thick and 12' in diameter. Geometric (circle E triangle) symbols on sanitary facility doors shall be centered on The door at a height of 60" and The color and contrast shall be distinctly different from the color and contrast of the door. 3 p, water closet fixture located in a compartment shall provide a minimum 28 inch-wide clear , from a fixhre or a minimum 32 inch -wide clear space from a wall at one side of the spa P water closet. The other side of the water closet shall provide 18 inches from the centerline of the water closet to the wall. A minimum 48 inch-long clears ale shall be provided in front of g pa the water closet if the compartment has an end - opening door (facing the water closet). A minimum 60 inch-long clear space shall be provided in a compartment with the door located at the side. ( ADAAG 417.3) " 4. Unisex sanitary facilities shall be identified by a circle 1/4 thick, IT in diameter, with a V4 thick triangle superimposed on The circle and within the 12' diameter. [BC section 1109.1. 5 Geometric (circle is triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60' and their color and contrast shall be distinctly different from the color and contrast of the door. [IBC section 1109.1. 6 • There shall be sufficient space in the toilet room for a wheelchair measuring 30' wide by 48 to enter the room and permit the door to close. i]BC section 1109.1 7. There shall be in the room, a clear floor space of at least 60' diameter, or a T- shaped space complying with figures 11B -12(a) and (b).sheet A61l No door shall erroach into its space for more than 12' except for the panel door to any water closet compartment if there Is one. [IBC section 1109.1 SECTION 10 " MULTIPL E ACCOMMODATION N SANITARY RAa�ES SECTION 1 '"" RAMPS I. The cross slope of ramp surfaces shall be no greater than I =50. (ADAAG 4.8.6) 2 Ramp landings are not considered in determining the maximum horizontal distance of each rarp. ( ADAAG 4.8.2) 3. The grip portion of handrails shall be not less than 1 nor more than I - I /2 ", or the shape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp corners. I- land - ails shall not rotate within their fittings. Any wall or other surface adjacent to handrails shall be free of or abrasive elements. Edges sharp asses shall have a mWmum radius of V8'. ( ADAAG 4.26.2 and 4.264) 4. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum width of 60 ". 5. Intermediate and bottom landings at a change of direction in excess of 30 degrees shall have a dimension in the direction of the ramp of not less than 60" to accommodate the handrail extension. [ADAAG 4.8.4 (3)] 6. i- kmdrafls are required on pedestrian accessible route if the slope exceeds I ft. rise in 20 ff. of horizontal run (5 %) That are a part of the path of travel. ( ADAAG 4.85) 7. Handrails shall be placed on each side of the rasp, shall be continuous the full length of the ramp, shall be 34' to 38' move the rarp, shall extend a minimum of I foot beyond the top and bottom of the ramp, and the ends shall be returned [ADAAG 4.8.5 (1), (2), (5) E (6)7 8. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10 feet in length, the ramp shall comply with one of the following requirements= ( ADAAG 4.8.7) A. A Aide curb a minimum of 2" high In height shall be provided at each side of the ramp, or B. A wheel guide rail shall be provided, centered 3" ± 1" move the surface of the ramp. SECTION 2 -CURB RAMPS (NOT USED) SECTION 3 - PARKING I. All passenger drop off, loading zones, valet ki ng, bus stops, and shelters, general, and par accessible parking spaces, pedestrian ways, surfacing, striping, curb ramps, parking p g pa pace y public ways, and accessible parking signage, surface identifications are udder separate City of Tukwila permit by Landlord (Westfield - Design i Construction) SECTION 4 - ENTRANCES, EXITS AND DOORS I. The exit is that portion of the means of egress system between the exit access and the exit discharge or the public way. Components that may be selectively included in the exit include exterior exit doors, exit enclosures, exit passageways and horizontal exits. (IBC 1003.1) 2. Public Way as defined is 'a street, alley or other parcel of land open to the outside air leading to a street, that has been deeded, dedicated or otherwise permanently appropriated to the public for a public use and which has a clear width and height of not less than 10 feet. (IBC 1002 - Definitions) 3. "Means of Egress Doors" shall meet the requirements of IBC 1008.1 Elevators , escalators and moving walks shall not be used as a component of a required means of egress from any other part of a building. (IBC 1003.7) 4. Elevators or escalators shall not be used as a required means of egress component 5. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. ng g applicable accessibility 6. All gates, including ticket gates, shall meet all ty specifications of doors. 7. Egress doors shall be readily openable from the egress side without the use of a key or special knowledge effort. (IBC 1008.1.8.3) 8 Manually operated flush bolts or surface bolts are not permitted. Exception: Where a pair of doors serves a storage or equipment room, manually operated edge or surface mounted bolts are permitted on the Inactive leaf. (IBC 1008.1.8.4) 9 Latching and locking doors that . care hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, panic bars, push -pull activating hors, or other hardware designed to provide passage without requiring the ability to grasp The opening hardware. Locked exit doors shall operate as above in egress direction. (ADAAG 4.13.9) 10. Nand - activated door opening hardware shall be centered between 30' and 44" above the floor. ( ADAAG 4.13.9) ll. The minimum width of each door opening shall be sufficient for the occupant load Thereof and shall provide a clear width of not less than 32 inches. Clear openings of door ways with swinging doors shall be measured between the face of the door and the stop, wit the door open 90 degrees. Where a minimum clear width of 32 inches is rewired and a door opening includes two leaves without a mullion, one leaf shall provide a clear opening width of 32 inches. The maximum width of a swinging door leaf shall be 48 inches nominal. (BC 1008.1) 12. The floor or landing shall be not more than I /2' lower than the threshold of the doorway. Raised thresholds and floor level changes greater than I /4" at doorways shall be beveled with a slope not greater than one unit vertical in two units horizontal (50 percent slope). (IBC 100816) 13. The bottom f0' of all doors except automatic and sliding cep ng doors shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used a 10' high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. (ANSI A117.1- 404.2.10) 14. Maximum effort to operate doors shall not exceed 5 pounds for interior doors, such pull or push effort being implied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above g standards. to When fire doors I cre required, the maximum m effort to operate the door may be increased o e ax morn allowable by the appropriate administrative authority, [ADAAG 4.13.11 (1), (2Xa) (2)(b)] 15. All entrances and all exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. [ ADAAG 4.13 (8)1 16. There shall be a level and clear floor or landing on each side of a door. The level area shall have a length in the direction of the door swing of at least 60' and the length opposite the direction of the door swing of 48' as measured at the right angle to the plane of the door in it's closed position. ( ADAAG 4.3.7 4.13.6) 17. The width of the level area on the side to which the door swings shall extend a minimum of 24" past the strike edge of the door for exterior doors and a minimum of 18' past the strike edge P g for interior doors. Additional 12 is required at the push side, if door is equipped with both latch and closer. ( ADAAG 4.13.6 � Fig. 61) 18. At every primary entrance and at every mayor Junction along leading of travel, there shall be a sign displaying ry sy or leach ss an accessible route gn the international symbol of accessibility. signs shall indicate the direction to accessible building entrances and facilities and shall comply with the requirements found in ADAAG 4.30.2, 4.30.3 is 4.305. [ADAAG 4.1.3 (16)(b)l 24' 19. The door om of 24 T width of the level area on the side to which the swings shall extend a minimu t the strike " Pc edge of the door for exterior doors and a minimum of 18 past the strike edge for interior doors. Additional 12" is required at the push side, if door is equipped with both latch and closer. 20. Revolving doors shall not be used as a required entrance for persons with disabilities. 21. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, shall provide a minimum of 48' of clear space from any door opening into such from its closed position. Doors In a series shall swing either In e some direction or th away from the space between the doors. SECTION 5 - STAIRWAYS, HANDRAILS AND C ! L S I. All stair assemblies within the interior and exterior of the building shall conform to the IBC 1007.3 and 1007.8.2.8. 2. All handrail assemblies within interior and exterior stair assemblies shall conform to the IBC 1009.1. 3. Handrails shall be 34 to 38 Inches above the nosing of the treads. Handrails shall extend a minimum of 12 inches beyond the top of the nosing and 12 inches, plus the tread width, beyond the bottom of the nosing. (IBC 1009.11.) 4. Guard assemblies within The interior and exterior of the building shall conform to the IBC 40623 and 10121. 5 Top of guards shall not be less than 42 inches in height (IBC 10121) A. Exception= When --- 0 change an elevation ch a of 30" or less occurs between a cross aisle and the adjacent floor or grade below, guards not less 26' above the aisle floor shall be provided (IBC 10012.1) Ct M than 6. Open guard shall have balusters or ornamental patterns such that a 4- inch - diameter sphere cannot pass thru any opening up to a height of 34'. From a height of 34" to 42' above the adjacent walking surfaces, a sphere 8' in diameter shall not pass. (IBC 10123) 7. Provide adequate stairway Identification including but not limited to signage and striping , g 8. Striping for the visually impaired The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2 inches wide placed p parallel to and not more than I inch from the nose of the step or landing to alert the ER visually impaired The strip shall be of material that is at least as slip resistant as The other treads of the stair. 9. All tread surfaces shall be slip resistant. Treads shall have smooth, rounded, exposed edges, and no abrupt edges at the nosing (front edge). (ADAAG 45.1E 4.9.3) 10. The nosing shall not project more than I I/2' past the face of the riser below. ( ADAAG 4.9.3) II. The nosing shall not project more than I V2' past the face of the riser below. (ADAAG 4.9.3) 12 Stairways shall have handrails on each side, and every stairway required to be more than 88" hi width shall be provided with not less than one intermediate handrail for each 88' of required width. Intermediate handrails shall be spaced approximately equally across the entire width of the stairway. 13. Where the extension of The handrail in the direction of the stair run would create a hazard, the termination of the extension shall be made either rounded or returned smoothly to the floor, wall, or post. Where the stairs are continuous from landing to landing, The inner rail shall be continuous and need not extend out into the landing. 14. The orientation of at least one handrail shall be in the direction of the run of the stair nosing and, and shall not reduce the minimum required width of stairs. 15. The hand grip portion of handrails shall not be less than I -1/4' nor more than I - in an cross- sectional nominal dimension or The shape shall provide an equivalent gripping surface. The hand grip portion of the handrails shall have a smooth surface with no sharp corners. Gripping surfaces (top and sides) shall not be uninterrupted by newel posts, other Y construction elements, or obstructions. Any wall or other surface adjacent to the handrail an shall be free of sharp or abrasive elements. Edges shall have a minimum radius of V8 inch. Nancirails shall not rotate within their fitting. 16. Handrails projecting from a wall shall have a space of I -1/2' between the wall and the handrail. 17. Handrails may be located in recess if the recess is a maximums of 3'deep and extends at least 18 above The top of the Tali. CAPACITY OF SEATING IN ASSEMBLY AREAS MINIMUM REQUIRED NUMBER OF WI- EELCHAIR SPACES TO 25 I 26 TO 50 2 51 TO 100 4 I. Multiple Accommodation Sanitary Facility is defined as 'a room that has more than one sanitary fixture, is intended for the use of more than one person at a time, and which usually is provided with privacy compartments or screens shielding some fixtures from view ". 2. Water closet compartments shall be equipped with a door that has an automatic- closing device. The inside and outside of the compartment door shall be equipped with a loop or U- shaped handle immediately below the latch. The latch shall be fll over s le, slid) or other Y flip-over style, sliding, hardware not requiring the user to grasp or twist. Except for door opening widths and door swings, a clear, unobstructed access not less Than 44' shall be provided to water closet compartments designed for use by persons with disabilities and the space immediately in front of a water closet compartment shall be not less than 48 as measured at a right angle to compartment door in this closed position. (ADAAG 4.13.9) provided within a multiple accommodation toilet room, 3. Where six or more stalls are P in addition to the standard accessible stall required above, at least one additional stall shall be provided with a width of 36 with an outward swinging self closing door and parallel grab bars complying with (ADAAG 4.17.6 E 4.23.4) cry 4. A clear space measured from the floor to a height of 2T above the floor, within these sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60' or a clear , space 56' x 63' in size, shall be provided for wheelchair maneuvering Doors shall not swing into the floor space rewired for any fixture. Other compartment, in any position may encroach into this space by not more than 12' 5. A minimum of 48' long clear space shall be provided In front of the water closet If the compartment has an end openings door (facing the water closet) and a minimum 60' long clear space shall be provided in front of the water closet if the bars do not project more than 3' into these clear spaces. t wall hung. Where one or more wall urinals cr 6. Urinals shall be floor moue ed or ng. her hung a provided, at least one with a rim projecting a minimum of 14' from the wall and at a maximum of 17' above b the floor shall be rovidd ove provided. SECTION 11 - SANITARY FACIL IT1ES AND ACCESSORIES I. The height of accessible water closets shall be a minimum of 17' and a maximum of 19" measured to the top of toilet seat. ( ADAAG 4.16.3) 2. A clear floor space 30' by 48' shall be provided in front of a lavatory to allow a forword approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend Into knee and toe space underneath the lavatory. ( ADAAG 4.19.3) 3. Lavatories shall be mounted with the rim or counter surface no higher than 34' above the finished floor and with a clearance of at least 29" from the floor to the bottom of the apron " and with knee clearance under the front lip extending a minimum of 30 ' in width and 8 minimum 2T clear Thereafter. Toe clearance shall be the same width and shall be a minimum of 9' high from the floor and a minimsurrru of 17' deep from the front of the lavatory. ( ADAAG 4.19.2) 4. Not water and gain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories. (ADAAG 4.19.4) 5. Where one or more urinals are provided, at least one with a rim projecting a minimum of 14 " from the wall and at a maximum of IT above the floor shall be provided ( ADAAG 4.18.2) 6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. ( ADAAG 4.165) 7 Water closet and urinal flush valve controls, and faucet and operating mechanism controls, g shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44" above the floor. (ADAAG 4.27.4 E 4.18.4) 8. The force required to activate water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be not greater than 5 lb.. ( ADAAG 427.4) 9. Toilet tissue dispensers shall be located on the wall within 12' of the front edge of the toilet seat and no lower than 19' from the floor. Dispensers that control delivery that do not permit continuous per flow shall not be used. ( ADAAG 4.16.6) paper 10. Lavatories adjacent to a wall shall be mounted with a mininurn distance of 18" to the center of the fixture. II. Whinals use provided, at lt one shall hl floor 30" 48' in front of Where urinals least have a clear space x the urinal to allow forward approach. ( ADAAG 4.18.3) 12 Self- closin faucet control valves are allowed if the faucet remains open for at least 10 g seconds. ( ADAAG 4.195) 13. The water closet shall be located Ina space which provides a minimum clear 28' wide cle space from a fixture or a minuru n 32' wide clear space from the wall at one side. The other side shall provide 18' from the centerline of the water closet to The wall. A minimum 48' clear space shall be provided in front of the water closet. (11158.7.2) 14. Mirrors shall be mounted with the bottom edge no higher than 40' from the floor. (11158.9.1.2). 5. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures use provided, at least one of each type shall be located with all operable parts, including coin slots, within 40' from the finished floor. (11158.9.2) SECTION 12 "- CRAB BARS L The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices shall meet the following specifications: [ADAAG 4.26.3E 4.26.3 (5)] A. Bending stress in a grab bar or seat induced by the maximum bending moment from the application of a 250-lb point load shall be less than the allowable stress for the material of the grab bar or seat. B. Shear stress induced in a grab bar or seat by the application of a 250-lb point load shall be less than the allowable shear stress for the material of the grab bar or seat, and its mounting bracket or other support is considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. C. Shear force The Induced to fastener or mounting devices from e application of a 250-lb point ar load shall be less than the allowable lateral load of either the fastener or mounting device or e supporting structure, whichever has the smaller allowable load. th D. Tensile force induced in a fastener by a direct tension force of a 250-lb point load, plus the maximum moment from The application of a 250-lb point load, shall be less than the allowable withdrawal load between the fastener aid supporting structure. E. Grab bars shall not rotate within their fittings. 2 The grab bar and any wall or other surface adjacent to it shall be free of any shag or " abrasive elements. Edges shall have a minimum radius of V8. (ADAAG 4.26.4) 3. Grab bars at the side shall be at least 42' long with the front end positioned 24' in front of an 12' the water closet stool and with the back end positioned no more than from The rear wail. Grab bars at The back shall be not less than 36" long. (ADAAG 4.17.6) 101 TO 300 5 301 TO 500 6 500 6, PLUS I ADDITIONAL SPACE FOR EACH TOTAL SEATING CAPACITY INCREASE OF 200 wheelchair spaces shall be provided in wheelchair space clusters in with table [IBC 11082.2[1 Exception= In fixed seating assembly areas where sight lines require more than one for a rise in elevation between rows, the minimum number of wheelchair space clusters that area shall be one half of that required by table [IBC 1108.221.] of wheelchair space clusters shall be based on the a vatlaab(lity of accessible various seating areas including seating at various levels in multilevel facilities [BC spaces shall .2471108.2,4 Dispersion of wheelchair spaces: Dispersion of wheelchair s t1+ of accessible routes to various seating areas including seating at various the availability in multilevel facilities. 1108.2.4.1 Mulitilevel assembly seating areas. In multilevel seating wheelchair spaces shall be provided on the main floor level and on one of each floor or mezzanine levels. Wheelchair spaces shall be provided in each luxury and suite within assembly facilities. Exceptions: I. In multilevel assembly spaces utilized for worship servies, where the second floor mezzanine level contains 25 percent or less of the total seating capacity. wheelchair spaces shall be permitted to all be located on the main level. assembly seating where the second floor or mezzanine level provides 25 percent total seating capacity and 300 or fewer seats, wheelchair spaces shall be permitted be located on the main level. space clusters shall be seperated by a minimum of five intervening rows or of ten interventing seats. Wheelcahir spaces within any one wheelchair space not be seperated by an Intervening seats, nor by more than two a 7 inch (178 mm) ��• level change. Exceptions: A vertical level change exceeding 7 inches (178 mm) is permitted in a wheelchair space cluster where neccessary to maintain sightlines. SEE SHEET TiO3 FOR SECTIONS 26, 27, 28, 29, -I- 30 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 8 n m: t n e t ist- re • ch'tte e 2575 an Jacinto ve.. Ja , • • ifoma 92533 -5318 Phone: 951.92512504 Fax : 1.92 .02441 Email stk@s SEAL: 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 P GI N E E R S INCORPORATED PROJECT FOR: I Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington r irla r a.@$IM@MM@MM t ifira Qaa a a a a a t Di024. amc an U) 8325 LENEXA DRIVE SUITE 400 LEND:A, KS. 65214 -•1695 1EL: 913- 307 -5300 FAX 913- 307 -5400 V E8: www.RENDERSOiVENaNEERS.cOM _KEX-PLAW- IEWED FO E COMPLIANCE! XFPPROVED JUL 2 7 20111 Ity Of Tukwila Tri ISSUE INFORMATION: RECEIVED SHEET INFORMATION: SHEET NO.: T102 to 1- g JUL 12 2007 PtHMI I UtN t LIi PROJECT NO.: 223 - 383 -05 SCALE: NO SCALE SHEET TITLE: GE ACCESSIBILiTY' NOTES SYMBOLS LEGEND ABBREVIATIONS 0 DIAMETER OR ROUND R. RADIUS OR RISER SQUARE FOOT/FEET R.D. ROOF DRAIN AND RDWD. REDWOOD e CENTERLINE REF' REFERENCE/REFER REFR. REFRIGERATOR POUND OR NUMBER REINF. REINFORCED (E) EXISTING REQ. REQUIRED A.B. ANCHOR BOLT RESIL RESILIENT ABV. ABOVE D. ROOM A/C AIR CONDITIONING R.H.B. RECESSED NOSE BBB A.C. ASPHALTIC CONCRETE R.O. ROUGH OPENING AD. AREA DRAIN ACOUS ACOUSTICAL R.O.W. RIGHT OF WAY AFF ABOVE FINISH FLOOR R.S. RESAWN ALUM. ALUMINUM RWL RAIN WATER LEADER APPROX. APPROXIMATE ARCH. ARCHITECTURAL S SOUTH S.C. SOLID CORE BB BASE BUILDING SCHED. SCHEDULE SECT. SECTION BD. BOARD S� . SELL BLDG. BLOCK SET. SHEET ELK. 1�pCK BLKG. BLOCKING SHTG. SHEATHING BM BEAM BIM. SIMILAR S.O.V. SHUT OFF VALVE B.N. BOUNDARY NAILING SPEC SPECIFICATION BOT. BOTTOM . SQ. SQUARE BTWN. BETWEEN 6.SK. SERVICE SINK C CAMBER SS. STAINLESS STEEL CAN CABLE TELEVISION CB. CATCH BASIN STD. STANDARD CEM. CEMENT STL. STEEL Cam. CERAMIC STOR. STORAGE C.F.C.I CONTRACTOR FL>}2NISI -ED. STRUCT. STRUCTURAL CONTRACTOR INSTALLED SUSP. SUSPENDED SYM SYMMETRICAL C.H.B. CONCEALED HOSE BIBB C.I. CAST IRON T.B. TOP OF SAM OR TOWS BAR CL! CEILING JOIST T.C. TOP OF CURB C.J. CONTROL JOINT TEL. TELEPHONE CLG. CEILING TEG TONGUE AND GROOVE • CLEAR 1I-K. THICK C.M.U. CONCRETE MASONRY WIT T. J. TRUSS JOIST C/O CLEANOUT T.P. TOP OF PARAPET C.O. CONDUIT ONLY T.S. TOP OF SI -EAT( -ZING COL COLUMN T.W. TOP OF WALL CONC. CONCRETE TYP. TYPICAL CONN. CONNECTION CONSTR. CONSTRUCTION U.B.C. LEA ELIDING CODE CONT. CONTINUOUS U.O.N. UNLESS 011-BZWI NOTED CONTR. CONTRACTOR CTSK COUNTERSUNK C.Y. CUBIC YARD VERT• VERTICAL V.T.R. VENT THROUGH ROOF DBL. DOW LE li-IROUGH-PENETRA11ON FIRESTOP SYSTEMS (XFIEZ)- SYSTEM No. WL 1001 (FORMERLY SYSTEM No. 147) T Ratings- 1,2,3, and 4 hr (See Items 2 and 3) T ratings- O, I. 2, 3, and 4 hr (See Item 3) L Rating At Ambient -less than I CFM /sq. ft. (See Item 3) IA L Rating At 400 F- less than (CFM /sq. ft. (See Item 3) 36. UPON CO3N FLET10N OF OF T>-E MEANS OF EGRESS EMERGENCY LIGHTING SYSTEM, A LETTER OR REPORT FROM TILE LIGHTING CONS LTANT/ENC�WEER OR OTI••ER QUAUFED AGENCY SHAH. BE REPORT PROVIDED VFr THAT T{- ES�YIL OFFICE ITIES p,RE FULLY OPFRq�p AND PERFORM IN COA►1PL.1gNCE WITH IBC ,pp6,4, B. SECURITY REQUIREMENTS GENERAL TO 2`i. TILE FIRE SPRINKLER PERFORMANCE NOTES CTOR ( SYSTEM AND LAYOUT IS DESIGN BUILD BY uPECFICATION SECTION 1300. THIS SYSTEM IS sPEe I. TI-E INTENT INCLUDE AND COMPLETION A� INSTRUCTIONS TO CTOR OF THE SET OF CONTRACT DOCUMENTS IS TO ALL ITEMS NECESSARY FOR Ti-E PROPER EXECUTION OF THE WORK BY THE CONTRACTOR AS 6 -7 -06 VIEWED DIRECTION UNDER SEPARATE DE FE ED PERMIT. SYSTEM DESIGN AND LAYOUT TO BE (REVIEWED AND APPROVED BY ARCHITECT, BINDING TI-E CONTRACTOR SHAD_ BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUvlf frS AND SPECIFICATIONS REASONABLY INFERABLE FROM TI-EM AS BEING NECESSARY TO PRODUCE TILE INDICATED RESILTS. 2 ORGANIZATION OF THE SPECIFICATIONS INTO DIVISIONS, SECTIONS AND ARTICLES, ARRANGEMENT OF DRAWINGS SHALL NOT CONTROL THE CONTRACTOR. N DIVIDING TIE WORK AMONG SUBCONTRACTORS OR IN ESTASHING THE EXTENT OF WORK TO ESTABLISHING BE PERFORMED BY ANY TRADE RECORD AND UDR SEPARATE SUBMITTAL APPROVAL SPRINKLER 1-EAD COVERAGE IS REQUIRED UNDER OCCLPIED STADIUM SPACE, WITH ALCOVES AND MAYBE REQUIRED N 011432 THAT MAY REQUIRE ACCESS FOR N'ECHANICAL CONTRACTOR TO VERFY EXCLUSION OF TI-ESE AF�'i MARSHALL PRIOR TO BID / SUBMITTAL REVIEW 26. TILE CONTRACTOR SHALL BE RESPONSIBLE OF ALL TRADES. WINGS ARE NOT TO BE SCALED. 27. THE DRAWINGS 28, TI-ESE DRAWINGS ARE NOT TO BE ALTERED WRI77EN AUTHORIZATION FROM OWNER 29• COORDINATE CONSTRUCTION TIME AND BUILDING OWNER. 30. UPON COMIPL.ETION OF CONSTRLJCTIOI�, RESPONSBLITY OF 11-E CONTRACTOR SURFACES AS PER MANUFACTURERS INSTRUCTIONS E SERVICE'S OF A PROFESSIONAL EMPLOY 11--E ES COMPANY IN ORDER TO ASSURE TILE FACILITY. 3L TL-E CONTRACTOR 51-141 PROVIDE PROTECTIVE EQUIPNEM Nv1BRCNANDISE CARPET ETC., 32. , 32 ALL CONSTRUCTION TO CONFORM TO AND ORDINANCES. 33. ALL DIMENSIONS ARE TO FINISH FACE OTT- BRWISE. 34. CONTRACTOR SHALL BE RESPONSIBLE T1-ER WORK AND TILE WORK OF TI-ER STRUCTURE AND SI$L BUILDING ELEMENTS. ARC IM M ®LATELY NOTIFY ARCHITECT OF ANY D SCRBPANCIES BETWEEN! DRAWINGS AND 35. CONTRACTOR TO PROVIDE FIRE E)CTWGUISI VERIFY QUANTITY AND LOCATION WITH COORDINATE LOCATION OF SAME W111-1 36. CONTRACTOR SHALL BE RESPONSIBLE INSERTS AND BLOCKING REQURED. 37. CONTRACTOR TO PROVIDE FULL FLOOR REQUIRED TO RECEIVE NEW FINSI - ES. 38. ELECTRICAL CONTRACTOR SHALL BE RESPONISBLE COORDINATION OF LIGHTING WITH ELECTRICAL DRAWINGS. 39. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE AND INST'4WNG ALL LIGHT FIXTURES. GENERAL, 'RE � A. GENERAL REQU(VTS= AGENCY PROCESS. BB INAUDITORIUA INACCESSIBLE H EAD WITH FOR OR OWNERS NOISE IT WILL TO CLEAN OWNER ALL APPLICABLE OF F9�MSH FOR COORDINATING SUBCONTRACTORS SIGNIFICANT BULDL�G -E25 LOCAL ARCHITECT. FOR CUTTING PREPARATION FiRE MARSHALL NOTE: FIRE Lill) MOVIE SCREENS, TRASH AREAS SYSTEMS. SUB COVERAGE IN TI-E FIRE AND INSTALLATION TF E CLEAN LP N ANY WAY WITHOUT ARCHITECT. (REQUIREMENTS WITH BE ME ALL FINISH AND TO CLEANING OF AN CLAN COVERING OF ALL CODES UNLESS NOTED ALL WITH CONTRACTOR SHALL 51 -ELL. AS REQUIRED. OFFICIALS AND OF STUDS, AS FOR ARCHrrECTURAL FOR PROVIDING > . GLAZED OPENINGS WITHIN 40' OF THE DOOR LOCK WI-Ely 11-E DOOR IS N THE CLOSED POSITION SHALL BE FULLY GLASS. 2 DOOR STOPS OF N- SWINGING DOORS SHALL BE ONE -PIECE CONSTRUCTION WITH TILE JAM78 AT EXTERIOR DOORS. 3. PIN -TYPE HINGES WINCH ARE ACCESSIBLE FROM OUTSIDE PNS. T{� DOOR IS 3. CLOSED SHALL HAVE NON-REMOVABLE HINGE P PIN IN ADDITION, 7f-EY SHALL HAVE M1WItvL1M V4' DIAMETER STEEL JAMB STUD WITH ARE SHAPED TO I/ PREV N REMOVAL OF DOOR F TILE HINGE PINS ARE REMOVED. . DEAD BOLTS SHALL CONTAIN I- 1ARDENED INSERTS. 5. STRAIGHT DEAD BOLTS SNALI_ HAVE A MWIM�v1 THROW OF I' AND AN EMBODIMENT OF NOT LESS THAN 5/8" 6. AHOOK- SHAPED OR AN EXPANDING LUG DEAD BOLT SHALL HAVE 7. SHALL BE INSTALLED ON ALL CYLIi�EIR LOCKS TYLWDER GUARDS O N EVER 11-E CYLINDER PROJECTS BEYOND ThE FACE OF TIE DOOR OR iS OTHERWISE E ERWISE ACCESSIB TO GRIPPING TOOLS. C. SECURITY REQl�12EM1ETI7S ❑ INTERIOR ELEVATION KEY B< ELEVATION LETTER C � --" 3. UNLESS OTL- ERWIS STATED N TI-E CONTRACT DOCUMENTS, WORDS OHICH HAEE STATED WELL.-KNOWN I- TEOI -WICAL OR CONSTRUCTION INDUSTRY MEANINGS ARE USED N TILE CONTRACT DOCUMENTS IN ACCORDANCE WITH SUCH RECOGNIZED iEANINGS. 4. CONTRACTOR SHALL PREPARE COMPOSITE COORDINATION DRAWINGS TO THE SCALE OF 1/4-'-r-0" OR LARGER, DETAILING MAJOR ELEMENTS S, AND SYSTEMS OF ARCS- ITECTU{RAL, STRUCTURAL, MEECHANCAL, AND ELECTRICAL EGUPty T AND MATERIALS N RELATIONSHIP WITH EACH OTHER, INSTALLATIONS, AND BUILDING COMPONENTS. DIMENSIONS SHALL BE INCLUDED. 5, CONTRACTOR TO PREPARE COMPOSITE REFLECTED CEILING TO COORDINATE AND INTEGRATE INSTALLATIONS, AP OUTLETS AND INLETS, LIGHT FIXTURES, COMMUNICATION SYSTEM COMPONENTS SPRINKLERS AND OTI-E CELING- MOULTED DEVICES , WITH RELATIONSHIP TO EACH 011-ER, STEEL 6EAMS, JOISTS, S AND ROOF/FLOOR � AND SUSPENDED UTILITIES WTTI -W ALL DEMISED (A G DACES. 6. CONTRACTOR COORDNATION DRAWINGS ARE NOT SHOP DRAWINGS AND ARE NOT TO 1E SUBMITTED TO TI-E ARCHITECT FOR APPROVAL 7. CONTRACTOR COORDINATION DRAWINGS Si-OW RELATIONSHIP AND DIRECTION ARROW 1. .1 °: I` ' ';; , �� I• BEARING DIRECTION W ;; : ; 1 :i1 P , , , ! � t i t . ;��,���,,::, . . � ,,,,; S LAN 4 I ; E ( ( TITLE L ALL REQUIRED EXITS SHALL OPEN FROM INSIDE WIT( -BUT THE USE OF A KEY OR ANY SPECIAL KNIOVYLEDGE OF EFFORT. EXIT DOORS SHALL SWING N THE DIRECTION OF EXIT. 2 PROVIDE ONE COMPLIANT FIRE EX TINGJISI -BR WITH N EACH AUDITORIUM ENTRY AND FOR EACH 75 OF TRAVEL ON EACH FLOOR LEVEL PROVIDED THAT ONE IS SUPPLIED FOR EACH 6,000 SQUARE FEET OR FRACTION TI- EREOF. PROVIDE OTl• LIEF LOCATIONS PER FiRE MARSHAL DIRECTION/REVEW. 3. PORTABLE FUZE EXTINGUISHER SHALL BE HUNG NO MORE THAN 5 FEET (5') HIGH IN LOCATIONS AS DESIGNATED BY TILE LOCAL FIRE DEPARTMENT. TREY SHALL BE HOUSED IN A CABINET IN PUEi IC AREAS AND ON BRACKETS IN SIC AREAS. ALL UNITS SHALL BE ADAAG COMPLIANT N MOUNTTNG 1-EIGHT AND PRO- ECTiON OFF TFE WALL FACE. TI-EY SHALL BE N NORMAL PATHS OF TRAVEL 4. FUSE SUPPRESSION AND CONTROLS UNDER SEPARATE PERMIT. 5. ASSEMBLY ROOMS (SIGNS TO E PROVIDED BY AMC'S SIGN VENDOR). • POST OCCUPANT CAPACITY SIGN WITH ONE INCH GI HIGH LETTERS. BASED UPON ASSEMBLY, b SQUARE FEET PER PERSON FOR ALL ASHY ROOMS. • INTERIOR FNSI-1 SHALL CONFORM TO 2000 BC CHAPTER B • EXIT DOORS, EXIT LIGHTS, FRE ALARM SENDING STATIONS ED AND FIRE INGUJI�R LOCATIONS SHALL NOT BE CONGEALED OR OBSTRUCTED By ANY DECORATIVE MATERIAL • PROVIDE PORTABLE FiRE EXTINGUISHER WITH A RATING NOT LESS THAN 40BC FOR KITcI -EN, ELECTRICAL ROOM MECHANICAL ROOM D. CONSTRUCTION AN® SAL _ • ` • SCALE: r , DETAIL NUMBER ` • ,�` , -- � • SECTION A -A .. : •:.� 4 I /2 " = ' -O" L --\/\ I. Wall assembly- The I. 2, 3, or 4 hr. fire rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partirt(on Designs in the UL Fire Resistance Directory features: and shall Include the following construction features A. Studs -Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 In OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 I n . wide b 1 -3 / 8 I n. deep channels a n n e I s spaced max 2 4 by In OC. B. Wallboard, Gypsum * - Nom 1/2 or 5/8 in thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified ecified In the individual U300 or U400 Series p Design in the UL Fire Resistance Directory. Max diam opening Is 13 -1/2 in. 2. Pipe or Conduit -Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in d la m (o r smaller) steel conduit, nom 4 In diam (o r smaller) steel electrical g y p e L o r (o r heavier), copper tubing o r nom 1 i n . diam (o r metallic tubing o r Type smaller) flexible steel conduit When copper pipe or flexible steel conduit Is used, max F Rating of flrestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used In walls constructed using steel channel studs. A max of one pipe or conduit Is s permitted in the f 1 re s t o p system. Pipe o r conduit to be installed near center of stud cavity with and to be rigidly supported on both sides of wall assembly. 3. FIII, Void or Cavity Material * - Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the flrestop system is dependent upon the hourly fire rating of the wall assembly In which It is Installed as shown in the following table. The hourly T rating of the system is dependent upon the type or size of the pipe or conduit and the hourly fire rating o f the wail assembly i n which i t I s installed, a s tabulated below: SCALE INTEGRATION OF D1F IT CONSTRUCTION EiBv1EIVTS THAT RE-QUIRE CAREFUL. RING FABRICATION OF R COORDWA7{ON DU INSTALLATION TO FIT IN SPACE PROVIDED OR TO FUNCTION AS INTENDED. 8. CONTRACTOR TO INDICATE ON COMPOSITE DRAWINGS W -ERE SPACE IS LIMITED FOR INSTALLATION AND ACCESS AND WI-ERE SEQt ING AND COORDINATION OF INSTALLATIONS ARE OF IMPORTANCE TO EFFICIENT FLOW OF WORK AFFECTING ONE OR MORE TRADES. 9. ANY CONFLICTS THAT ARE IDENTIFED WITHIN 11-E COMPOSITE COORDINATION DRAWINGS SHALL EE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT /ENIGIN®2. 10. GENERAL CONTRACTOR L'. ELECTRICAL SUBCONTRACTOR TO FULLY COORDINATE ALL ELECTRICAL DEVICE BODIES AND COVER PLATES BASED ON DEVICE BODY AND COVER PLATE MATRIX IDENITIFIED ON SKEET A5IL DEVICE BODIES AND COVER PLATES ARE COLOR COORDINATED WTI SPECIALTY FR�SI -ES. PROVIDE DEVICE BODY AND COVER PLATES TO THE ARCHITECT FOR REVIEW AND APPROVAL FU RTl --ER THE DEVICE BODY AND COVER PLATE T7AL MATRIX AS IDENTIFIED ON SI -LEFT A512, REGARDING SPECIFICS TO COLOR SHALL SLOE THE ELECTRICAL SPECIFICATIONS. II. GENERAL CONTRACTOR TO RALY COORDINATE WIN MECHANICAL/PLUMBING SLBCONTRACTORS. ALL FIXTLRE/DEVICE COLORS WI-ERE FIXTURES/DEVICE WITS ARE PLACE WITHIN WALLS AND J CEILNG ASSEMIBLIES VS ADJACENT MATERIAL FINISH COLOR. REFERENCE FIX111E2E/DEVICE COLOR MATRIX 3M06. THIS MATRIX OUTLINES CE UJr11T COLOR SPECIFICS AS THE FIXTLIRE/DEVICDi WIT RELATES TO TI-E ADJACENT MATERIAL COLOR. 12. RAE SPRINGER I-EAD MATRIX ON 4/1106 FOR COORDINATION OF ALL SNPRINII4J k I FADS ESC rTG -EON COVERS COLORS PRIOR TO INSTALLATION. PROVIDE SUBMITTAL OF ALL LL SPRINKLER I-EADS W/ESCUTCIEON COVERS TO ARCHITECT FOR REVIEW / APPROVAL � 2 < SECTION NUMBER 421 NUMBER Si-EET WI-ERE DRAWN / ELEVATION NUMBER WHERE I2C /A5.8 SI -LEFT NUMBER "� DRAWN VIEWED DIRECTION DETAIL NUMBER } 421 SI- ET NUMBER WHERE DRAWN ROOM TITLE DEPT. DEPARTMENT W WEST DET. DETAIL W/ WITH D/F DOUGLAS FIR W.C. WATER CLOSET D.F. DRINKING FOUNTAIN WD. WOOD DIAL DIAMETER W.H. WATER HEATER DM DIMENSION W/O WITHOUT DN DOWN W.P.J. WEAR PLANE JOiNT DR DOOR W.R. WATER RESISTANT DS DOWNSPOUT W.W.F. WELD® WIRE FABRIC DWG. DRAWING W.T. WEIGHT EA. EACH W.T. E EAST E.C. EVAPORATIVE COOLER E.J. EXPANSION JOINT ELEC. ELECTRICAL EL ELEVATION EP. ELECTRICAL PANEL EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EXIST. EXISTING EXT. EXTERIOR FDN FOUNDATION F.D. FLOOR DRAIN F.F. FINISH FLOOR FIN. FINISH FIXT. FIXTURE FUR. FLOOR FOR_ FLOW FL O1ES FA FIRE HYDRANT F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F/S FINISH SURFACE F.S. FLOOR SINK FT. FOOT/FEET FiG. FOOTING FURR. FURRING FUT. FUTURE GA. GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR ALVANI G.I. GALVANIZED IRON ROOM NUMBER I CONSTRUCTION SHALL CONFORM WrM THE 2003 WASHINGTON STATE BUILDING CODE (MSBC) (BASED ON 2003 IBC) AND WITH ALL APPLICABLE STATE AND NATIONAL CODES, ORDINANCES AND REGU.ATIONS BOUJND BY THESE SPECIFICATIONS AND DRAWINGS. 2. DETAILS ARE INIf C TO SHOW DESIGN INTENT. T. MODIFICATIONS MAY BE REQUIRED FOR MEANS AND tvETHODS TO SUIT THE JOB DIMENSIONS OR CONDITIONS. a VERIFY ALL DIMENSIONS AND CONDITIONS AT TIE SITE BEFORE STARTING ANY WORK 4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS MERE APPLICABLE 5. VERFY INSERTS AND ENDED ITEMS WITH ALL DRAWINGS AND MAN.FACTLRED ITEMS WI ERE APPLICABLE, 6. GLASS AND GLAZING SHALL CONFORM WITH THE 2000 B C AN®WITH US CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. ALL GLAZED OPENINGS SHALL BE TIM ED 7. GYPSUM DRYWALL SHALL � WI HAZARD. 2003 IBC ALL DRYWALL SHALL 5/8' TWC ,TYPE X. i HOUlf2, UIND.ESS N AL L WISE NOTED. B. IN ALL INSTANCES PROVIDE ISOLATION OF ALUMINA�vi FROM IN ALL NTT STEEL. 9. ALL 'ARCi- •OTECTU 2AL' WELDS AS AT STAR RAILS, ETC., SHALL BE t0. �CVENTILATION FOR MFG- IAJ�IICAUUTOJTY ROOM SHALL 7(7) IN THE ANIOLNNIT OF ONIE tI COMPLETE A1R CHANGE EVERY 8 10 MINUTES MINNUM. SEE MECHANICAL DRAWINGS. P II . PENETRATION OF PLYING THROUGH FLOORS SHALL BE SEALED WITH SEALANT OR GASKET. 12, PANT ALL GRILLES, VENT SCREEN AND LOUVERS EXCEPT WI-ERE OTT- B2WISE NOTED. RE= 3/TI03 13. FORE SUPPRESSION AND CONTROL SYSTEMS SHALL HAVE 14. SUBMITTAL AND PERMIT. 14. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL MOUNTED ITEv1S, SUCH -1 AS LIGHT FIXTURES POSTER CASES AND SIGNS. 5. EXIi SIGNS SHALL BE POSTED AT ALL REQUIRED EXITS WITH MNIN M 6• i-IGH LETTERS. FIRE DAMPERS OR DOORS SHALL ED PROVIDED INHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS. FiRE STOPPING SHALL PROVIDED AT ALL PENETRATIONS (PIPES, BE DUCTS, CONDUITS, CAB( E AND WRING NOT N CONDUITS) AS PER ASTM E 814 -94, IF REQUIRED TO BE FIRE STOPPED. 17. DEAD ENDS OF CORRIDORS ARE LIMTTE] TO 20 FEET. 18. THE AUTOMATIC FIRE SPRLNKI..B2 SYSTEM SHALL BE COMPLETE AND OPERATIONAL THE MALL BOLDING BEFORE ANY OF THE TENANT SPACES ARE OCCUPIED PER 2003 BC N; 2003 IFC. 19. STANDPIPES SHALJ_ BE CLASS I 20. ALL INSULATION, INCLUDING FACINGS, SHALL HAVE A FLAME SPREAD RATING NOT EXCLDING 25 AND A SMOKE DENSITY NOT p(CEDpq 450, PER 2003 EC. 21 GUARDRALS SHALL BE 42' N i- EIGHT, HAVE INTERMEDIATE RAILS OR RDRALS SPA AT 4' MAXIM( AND BE DESIGNED FOR 50 LBS./FT. LATLATERAL_ 22 EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED W HAZgIRppUS LOCATIONS SEAL J_ BED JTF1ED BY A PERMANENT ION LABEL THAT SPECO9ES THE LABELER, AND STATES THAT SAFETY A,EXT. 0 DOOR LOCATION PER L SPRINKLEER SYSTEM TO BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. FINISHES SHALL BE INSTALLED N 2 INTERIOR WALL AND CEILING F ACCORDANCE WITH 2003 IBC. E CO AMID OP S PLAN TENANT (AMC) I DOORS OPENING INTO ONE HOLX2 FORE CORRIDOR Sl -IAL.L BE PROTECTED WITH A SMOKE OR DRAFT -STOP FIRE ASSBv®LY HAVING A MINIMUM 60-MNUTE RATING. UNLESS EXBMPTH2 BY CODE. 2 ELECTRICAL PANELS SHALL NOT BE LOCATED WITHIN FIRE -RATED CORRIDORS. F. INTERIOR FW151 -ES >; FLAMES RETARDANT -----') DOOR NUMBER 130 (DOOR S CHEDULE) Max Pipe or Conduit Dlam in. Annular Space lin. F Rating I-1r. T Rating Hr. DOOR LOCATION PER I 0 to 3/16 I or 2 O+, I or 2 L INTERIOR WALL AND CEILING FINISHES FOR (ASSEMBLY), AREAS SHAl1 NOT EXC D ARAMS- SPREAD CLASSIFICATION OF 200 (CLASS LID AND _ 2 INTERIOR WALL NOT EXCEED AFLAME -NOD FOR CL ASS COR OF 75 (CLASS ID. 3. INTERIOR WALL AND CEILLNIG FINISHES FOR ENCLOSED STAIRWAY SHALL NOT EXCEED A FLAME - SPREAD CLASSIFICATION OF 25 CLASS p. 4. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A �' COND1710N. 5 INTERIOR FI�115! -ES SHALL COtvFL Y WITH IBC. CHAPTER 8. G. PLAN B ASE BUILDING . R ICE 5/1106 FOR P11. 3WG SCE EDUL E [BC TABLE 29D20 NOTES TO CONTRACTOR L TILE TERM 'BASE BUILDING IS UTILIZED THROUGH OUT THE SET OF T�TERMINIDLOGY�BL�LDING° AND/OR BUILDWG' AND REFERBVCE O ELUDING STRUCTURAL, MECHANICAL, ELECTRICAL AND PL Uv181N1 BASE G SYSTEMS ARE DB IVED FROM AN EXISTING SET OF CONSTRUCTION DOCUMENTS PREPARED BY WESTFIl3D - DESIGN E CONSTRUCTION, ARE UNDER SEPARATE PERMIT ISSUED BY TILE CITY OF TUKWILA. ALL EXISTING CONDONIS MUST BE VERFIED PRIOR TO AMC 2. TTI TENANT CONSTRUCTION START. VERIFICATION VERIFICATION OF ALL BASE EJILDING CONDITIONS MUST BE MAINTAINED TI- ROLIGI --1 OUT THE COURSE OF THE TI -EATER TENANT IMPROVEMENT INSTiRUCTIONS.. 3. ALL BASE EULLDING DIMENSIONS AND DETAILING INDICATED WIfi^W THIS SET OF DOCUMENTS ARE SHOWN FOR CLARITY AND MUST BE VERFED WITHIN Ti-E BASE ELIDING CORE AND SILL ASSEMBLY. 4. RE= RESPONSIBLffl' MATRICS ON SI-EET 1104 N;T105 ARE INDICATED FOR INSTALLATION AND DOCUMENT PREPARATION RESPONSBLITY FOR ALL FU�2NIISHWGS, FIX'TL�2ES, EQUIPM7I =N'r AND REQUIRED BUILDING SYSTEMS IDENTIFED WITHIN BOTH BASE BUILDING AND TI -EATER TENANT IMPROVE1v1BJ'TS DRAWINGS. 5. FARE L.FE SAFETr SPRINKLERS SYSTEMS TO CONFORM WiTH NFPA 13 N; 2000 Fa ALL 1 -LEADS TO BE (OLIO RESPONSE 6. WOOD= ALL TRIMS, MOLDS, CHAIR RAILS, BASE BOARDS, WINDOW BACKING MAY BE OF WOOD PER IBC 603.1 (5)l 7. FIRE ALARM SYSTEM SHALL COMPLY WITH TEC 907.017] FORE PROTECTION SYSTEMS. 8. OCCUPANT LOAD SHALL BE POSTED PER [IBC 10032125] 9. ALL TOILET ROOM WALLS SHALL HAVE WATER RESISTIVE GYPSUM BOARD PER 2003 IBC. 10. ASSISIIVE LLSTETIWG DEVICES TO COMPLY [JBC 1107.247, ADAAG 9.1.3(19X8). wm-i OTI-ER LOCAL AND NATIONAL CODES, DEVICE IS OWNER FURNISI -ED INSTALLED. VERIFY INSTALLATION OF ALL ASSIST USTENING DEVICES PRIOR TO ISSIJNG OF FINAL OERTFICATE OF OCCUPANCY. O. TI-E NJIv1�2 EM PLOYEE3 I UDING OWNERS AND MANAGERS/ PER SHFT IS 25 STAFF, INCLUDING MANAGERS PER SHFT 12 INTERIOR ANSI -ES SHALL COMPLY WITH (BC CHAPTER 8) 13. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY I LI IM HATED. WIN TILE FACE OF AN EXIT SIGN IS LJ_ M NATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 (Ix) FROM Errs -®R OF TWO ELECTRICAL LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQ UVALENIT ILLUMINANCE AND BE LISTED FOR 11-E PURPOSE (IF.C. 12124 AND D.B.C. 1003.2.10.4] 14. PLANS FOR ALL FIXED FIRE PROTECTION EC VT (INCLUDING SPRIER SYSTEMS, STANDPIPE'S, AND FIRE ALARM SYSTEMS) SHALL BE SUBMITTED TO TI-E FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. b. ALL EQUIPMENT WITHIN THE PROJECTION BOOTH IS AUTOMATE[ AND REQUIRES NO ATTENDANCE F 16. TI-E CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION CC BETWEEN SUBCONTRACTORS BASIS) ON TI-E ENTIRE SET OF DOCUMENTS. N CASE OF INCONSISTENCIES OR DISCREPANGES BETWEEN! DRAWINGS OR TRADES, 11-E MOST STRINGENT NOTE DETAILING SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT IMMEDIATELY OF SUCH DISC�RFPANCES. 17. IT IS THE RESPONSBILTY OF THE CONTRACTOR TO FEW VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STAR CONSTRUCTION, TILE CONDITIONS SHOWN ON THESE DOCUMENT ARE BASED ON INFORMATION SUPPLIED BY LANDLORD. 18. TILE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SiTE DURING CONSTRUCTION TILE CONTRACTOR SHALL INDICATE ON TI -ESE PLANS ALL APPROVED CHANGES. THIS SET SHALL BE TURNED OVER TO OWNER N THE FORM OF AS- BUILD PLANS OXEN TILE PROJECT IS COMPLETED. 19. F ANY ERRORS DISCREPANCES OR OMISSIONS APPEAR ON TI -ESE DRAWINGS SPECIFICATIONS OR 011-ER CONTRACT DOCUMENTS, TILE CONTRACTOR SHALL NOTIFY OWNER /ARCHITECT INMvIEDIATEi.Y. 20. NO MATERIAL SUBSTITUTIONS N1S WLL BE ALLOWED UNLESS SUBMITTED IN WRITING TO OWNER /ARCHITECT PRIOR TO INSTALLATION OR PIJ?cl -LASE PER PROJECT SPECIFICATIONS. 21. TILE CONTRACTOR IS REQURED TO PROVIDE A UST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT LIST TO TN-E OWNL2 /ARCMITECT WITHIN 10 WORKING DAYS OF CONTRACT AWARD. 22. TILE CONTRACTOR IS RESPONSIBLE FOR CI-ECK ING AND VE2IFYWG ALL SHIPMENffS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. IF THIS IS NOT DONE, TI-E CONTRACTOR WLL. BEAR TihE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET TILE CONSTRUCTION SCI -EDULE THE CONTRACTOR IS RESPONSIBLE FOR RUNG DAMAGE REPORTS AND MUST MAINTAIN PACKING EMS. MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 23. TI-E CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS A MARKED ENVILOPE, THIS ENVELOPE IS TO BE TURNED OVER TO OWNER W-QNI TI--E PROJECT IS COMPLETED. 24. THE CONTRACTOR SHALL DELIVER TO OWNi32 A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN) WAIVER, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS, TL•E ORIGINAL CERTIFICATE IS TO FRAMED AND ISSUED TO AMC'S CONSTRUCTION MANAGER. I V4 to V2 3 or 4 3 or 4 4 0 to I/4 I or 2 0 DOOR NUMBER (DOOR SCHEDULE 6 V4 to V2 3 or 4 0 12 3/16 to 3/8 I or 2 0 Q p +When copper pipe is used, T Ratio is O h. g Minnesota Mining S Co.- Types CP -25 S /L, CP -25 N /S, (Note= L Ratings apply only when Type CP -25 WB+ caulk *Bearing the UL Classification Marking. CP -25 WB, CP-25 WB +. is used) I �O• < SPOT FINISH ELEVATION ti I I I I. EXIT DOORS SHALL SWING N TILE DIRECTION OF EXIT TRAVIS WI-EN SERVING 50 OR MORE Pi3RSONS AND N ANY HAZARDOUS AREA OR TI- EATER, GROUP A-i - i OCCUPANCY 2. EVERY EXIT DOOR SHALL OPEN FROM THE INSIDE WITHOUT THE Backer flush after Isolatek Bearing rod Inflll with top surface the fill material International- the UL PEN w/ caulk of cures, Type Classification (Formerly in floor C. System annular or with the cracks Marking. N System F Rating T Rating space. >A RRESTOP SYSTEMS ( .� Install caulk both surfaces of wall. If cracking occurs shall be sealed with sealant. :;:_ ?;; �. � �: - - - -- ; • _ - _ )' t CA-J1001 f � ` ,`� ` � : {.: ;: :- _ r- -: r: i ; ; : , _./ P - � s No. 49) :,�� �� °` a� -E . �- 1 ' = -� ' f '' g ✓' -3 Hr 1 j t Y f �µ _ �', -O Hr, ; ` USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR T. NO DEAD BOLTS, NO SLIDING BOLTS, ETC. 3. PANIC HARDWARE SMALL BE PROVIDED ON EXIT DOOR SERVING ROOMS. CORRIDORS OR STAIRWAY WANIDLNG AN OCCL FANT CAPACITY OF 50 OR MORE PERSONS, FROM ANY GROLP A, E, OR I OCCUPANCY AND 10 OR MORE IN MOTION PICTURE TEA • 4. ONLY PANIC HARDWARE APPROVED AND USTE) BY TAE STATE FIRE MARSHAL- SHALL BE INSTALLED. 5 . AI SLES LEADING TO REQUIRED EXITS SHALL HAVE A MWIMI 'nTH OF 44'. W ID 6. EXITING TI- ROUGI -1 MORE THAN ONE INTERVENING ROOM IS NOT PERMITTED FOR AN OCCUPANT LOAD OF 10 OR MORE (1013.2). 14 SIG ALL DIMENSIONS TO FACE I DIM j OF FINISH (F.O.F.) UNLESS NOTED OTHERWISE KEYNOTE. EQUIPMENT 0 ( ITEM, PER SCI -EDLLE SH OWN ON THAT SHEET G.L.B. GLU -LAM BEAM GL GLASS GN®. GROUND GR. GRADE GYP. GYPSUM N.B. HOSE BIBS N.C. HOLLOW CORE HER, I -EgDER NOW. HARDWARE HT. I -SIGHT H.M. HOLLOW METAL NORIZ. HORIZONTAL N P. HIGH POINT NTG. I- I - EATING OWD. HARDWOOD NVAC I- �ATWG,VBVTILATION AIR CONDITIONING I.D. INSIDE DIAMETER (DIM) I.E INVERT ELEVATION IN. INCH ISUL INSULATION INT. INTERIOR JT. JOINT JAN. JANITOR _ LAM. LAVATORY LT. LIGHT MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MET. METAL MFR. MANUFACTURER M.H. M1--N MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED MiT MAIN TELEPHONE TERMINAL MUL MLLUON N NORTH NLLC. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER (DIM) OFD. OVERFLOW DRAIN O.F.C.1 OWNER FURNISI -ED, CONTRACTOR INSTALLED 0.F.0.1 OWNER FURNISHED, OWNER INSTALLED OPG. OPENING OPP. OPPOSITE PiN PARTITION P.L. PROPERTY LINE PLAS. PLASTER PLBG. PLUMBING PLYWD. PLYWOOD P.O.C. POINT OF CONNECTION PR. PAIR PT POINT Q.T. QUARRY TILE WT -3.1 WALL TYPE I. PROVIDE EXIT SIGNS AID DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" 1-LGH BY 3/4' STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. 2. WHENEVER THE BUU DING IS OCCUPIED, EXIT SIGNS SHALL L E ( A COLUMN, BUILDING GRID 0 4C:>-__.■ • /� `� LIGHTED SO THAT TIEY ARE CLEARLY V1516LE 3. EXIT SIGNS SHALL BE INTERNALLY LLIWvIWATED. 4. EXIT SIGNS SHALL O INTERNALLY OR EXTERNALLY ILLUMINATED. FROM AN EXTERNAL SOLJ{RCE. IT SHAI1.. HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLE'S FROM Em-ER OF TWO ELECTRICAL LAMPS. INTERNALLY I LI IMINATED SIGNS SHALL FOR T PROVIDE EQUIVALENT LUMINANCE AND BE USTE D TI-E PURPOSE 5. PROVIDE EXIT ILLUMINATION, CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER N ROOMS AND PORTIONS OF TILE EXIT SYSTEM THAT 58RVE/CONTAW AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS. 6. STAIRWAY IDENTIFICATION N BOTH RAISED ARABIC NJiv182ALS AND RAISED BRALLE SYMBOLS SHALL BE PROVIDED ON ALL ACCESSIBLE FLOORS. 7. SEPARATE PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEM FiRE ALARM SYSTEMS, AND ANY OTN-ER PLANS FOR FIXED FIRE PROTECTION EQUPMEIVT SHALL BE SUBMITTED TO TI-•E FIRE MARSHAL FOP APPROVAL PRIOR TO INSTALLATION. 8. SEPARATE PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEM FIRE ALARM SYSTEMS, AND ANY 01I-ER PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SHALL BE SWBMTTTE) TO TIE HE FUZE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 9. PROVIDE SMOKE DETECTORS N SUPPLY AND RETURN AIR DUCTS FOR ALL NVAC UNITS 2000 C'FM/5-TON OR LARGER, OR SMALLER UNITS COLLECTIVELY SERVING A COMMON AREA. ALL LIMITS SHALL ARRANGED TO SI-UT DOWN SIMULTANEOUSLY. 10. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION MIATION 51- NORMALLY BE PROVIDED BY TILE PREMISES OF ELECTRICAL SUPPLY. IN THE EVENT OF ITS FAILURE, aLIMNATOR SHALL BE AUTOMATICALLY PROVIDED FROM AN EMiERGENCY SYSTEM FOR GROUPI. DIVISIONS I AND II OCCUPANCIES AND FOR ALL Off' OCCUPANCIES WEE TI-E MEANS OF EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE. IL THE PATi -I OF EXIT TRAVEL TO AND WITHIN EXITS N THIS SLIDING SHALL BE IDBNITiFIB7 BY EXIT SIGNS LICIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE TI-E DIRECTION OF EGRESS TRAVEL NO POINT SHALL BE MORE THAN 100 FEET FROM TILE NEAREST VISIBLE SIGN. I. MISCELLANEOUS ( 100' -O" FINISH ELEVATION d INDICATES HIDDEN ' ' �z : CONDITION ABOVE, GLAZING MAT1321AL ES UTILIZED W SUCH INSTALLATIONS. THE FOLLOWING SHAD_ BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING= • GLAZING N RAILINGS REGARDLESS OF I�GHT ABOVE A WALKING SURFACE INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL -N FILL PANELS. 23. SEATTLE L1 KING COUNTY I -EALTN AGENCY INSPECTION REQUIRED UPON COlvFLETION OF WORK PRIOR TO OPENING. 24. THIS FACILITY IS NON SMOKING. 25. ALL VERTICAL AND HORIZONTAL ROOF DRAIN AND ROOF OVER FLOW DRAIN PIPING LEADERS FROM ROOF TO TL -EATEE FLOOR FLOW DECK ROUTED THROUGH DEMISED AUDITORIUM CEILING AND ENVELOPE SPACE (OR PORTIONS THAT ARE NOT CONCEALED WITH N TI-E PERIMETER WALL OR SHAFT) MUST BE ACOUSTICALLY WRAPPED WITH GLASS FIBER REINFORCED BARRIER MATERIAL AS SPECIFIED. WI-ERE DRAW PIPING LEADERS PENETRATE A SCREEN WALL, TILE PENETRATION SHALL BE SEALED WITH ACOUSTIC SEALANT (SUCH AS PECORA, OR RATED SEALANT F REQUIRED). NOTE NO ROOF DRAIN LEADERS OR FORE SPRINKLER PIPING IS ALLOWED TO PENETRATE DEMISING AU DITORIUvI SIDE WALL ASSEMBLIES IES OR T WALL ASSBv LES 2 AUDITORIUMS 26. ALL EXTERIOR AMC LOGO SIGNAGE REQUIRES A SATE CITY OF TUKWILA BUILDING PERMIT TO BE ACQUIRED BY TILE SIGNANGE INSTALLATION CONTRACTOR. 27. BACKING FOR ALL AMC EXTERIOR LOGO SIGNS IS TO BE INSTALLED PRIOR TO EXTERIOR SKIN PER BASE BUILDING DOCUMENTS. AMC ACCEPTS BOTH 3/4' PLYWOOD BACKING OR 16 GA STEEL STAP BACKING FOR IT'S EXTERIOR LOGO SIGNS 28. POWER FEEDERS AND CONDUIT ARE NOT THE RESPONSIBILITY OF THE SIGNAGE CONTRACTOR. FINAL COMECTION TO BUILDING POWER OF ALL AMC EXTERIOR ILLUMINATED LOGO, EXTERIOR L LUv11NATED SIGNAGE & INTERIOR ILLUMINATED SIGNAGE IS TO BE MADE BY A STATE LICENSED ELETRITICIAN BY G.C.) 29. NOT 30. NOT USED. 31 ALL CARPET IN THE AUDITORUMS, CORRIDORS AND COMMON AREAS COMPLIES win-( TI-E DOC FFI 'PILL TEST. 32 ALL WALL FWISI -ES AND SCREENS IN 11-E AUDITORIUMS HAVE A MNINUM CLASS C FAME SPREAD AND SMOKE DEVEL-OPED RATING. 33. ALL WALL FWISI -ES AND PANELS N TI-E AUDITORIUMS, AUDITORIUM ENTRY/EXITS, CORRIDORS AND LOGY HAVE A MINIMUM CLASS B RAMS SPREAD AND SMOKE DEVELOPED RATING. 34. AMC WILL UTILIZE TILE FOLLOWING FILM TYPE WITH IN 11-115 FACILITY= KODAK ESTAR OR CELLULOSE BASE FILMS, FILM MATERIAL COMPLIES WITH BU RNN TESTING FOR SAFETY FILM N ANSI/ISO 543 -1990 (PHOTOGRAPHIC FLMS- SPECFICATIONS FOR SAFETY FIL NW, ASTM E84 FLANS SPREAD RATING, 0-25, NFPA CLASSIFICATION A 35. AMC SCREEN MATERIAL IS ASTM E84 FLAME SPREAD RATING, 0-25, NFPA CLASSFICAT1ON A. SCREEN MATERIAL MEETS TILE REQUIREMENTS OF NFPA 701 TEST METHOD 2 (FLAT SI-EETS) REQUIREMENTS EDITION WI-EN TESTED IN iTS ORIGINAL STATE, TEST REPORT NO'S. = 294416 & 250804. RE= 2/T106 'ARTICLE INFORMATION SI-EEV BELOW, OR BEYOND CENTERLINE, WITNESS LINE, - LIMIT EWE, EXTENSION LINE >■ ,�. , 1 . . STUD PARTITION SECTION A -A I. Floor or wall assembly - Min 4 -1/2 in. thick lighweight or normal weight (100 -50 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max of circular through opening Is 22 -1/2 in. See Concrete Blocks (C A Z T) category in n the Fire Resistance Directory fornames of manufacturers. IA. Steel Sleeve - (Optional, -not shown)- Nom. 12 in. diam (or smaller) Schedule 40 (or heavier) steel pipe sleeve cast Into concrete floor or wall Sleeve to be flush with or project max 2 in. from top surface of floor or from both surfaces of f wall. a I I. ipe or Conduit -Nom 20 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. diam (or smaller) rigid steel conduit or Type L (or heavier) cooper tube, nom 4 in. diam (o r smaller) cast iron pipe or steel EMT. Max one pipe or conduit per through opening not to exceed 2 1/2 in. Min. annular space between pipe or conduit and edge of through opening is zero in. (point contact). Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. 3. Packing material- Polyethylene backer rod or nom I in. thickness of tightly- packed ceramic (alumina silica) fiber blanket, mineral -wool butt or glass fiber insulation 9 material used as a permanent form. Packing material to be recessed from top surface of floor both surfaces of wall as required to accommodate the required thickness of caulk fill material (item 4). As an alternate when max pipe size is 10 In. diam and when max annular space is I in., a min I in. thickness of tightly- packed ceramic fiber blanket or mineral wool batt packing material may be recessed min 1/2 in. from either side of wall. 4. Fill Void or Cavity Materials*- Caulk - Applied to fill the annular space to the min. thick- n e s s shown in the following table= MASONRY WALL N: - : : :i= §w: t';w .: :t'' CONCRETE ( III 1III_IIILJ!IL.1 UII ill iI =III Ill= u1=ull =uu -Im I EARTH OR COMPACTED FILL - l �_� .= : =+: ' •� :!_�"~_ {: ',�'• : =1- i� • �� DRAINAGE FILL _ METAL • 9 !!!�_�.11.1- - - •��.1_! GATT INSULATION 1,--'I WOOD, CONTINUOUS, BLOCKING L GENERAL CONTRACTOR SHALL ENSURE ACCESS TO ALL EXISTING HYDRANTS AND FIRE DEPARTMENIT CONNECTIONS DURING CONSTRUCTION. 2. ALL EXISTING EGRESS ROUTES AFFECTED BY CONSTRUCTION SHALL BE REROUTED BY AN APPROVED METHOD. 3. SPRINKLER PLANS SHALL BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL UNDER A SEPARATE PERMIT. 4. FIRE SPRINKLER LINES ARE NOT PERMITTED TO RLW BETWEEN AUDITORUMS OR AUDITORIUM T ACOUSTICAL WALL ASSEMBLIES. 5 . PROVIDE SURFACE MOUNTED FIRE t�ITINiGUIS1�JR W/ BRACKET IN ALL MACHINE, N1EG- IANICAL AND ELECTRICAL ROOMS. 6. ALL FIRE SPRINKLER LINES, VALVES, DRAIN VALVES ETC. SHALL ED WITH N DEMISED CEILING SPACES, REL IGH TO BE ROUT D H F JLDING STRUCTURE NO EXCEPTION WiLL BE AL LOWERD FOR FIRE SPRINKLER LINES, VALVES, DRAW U1 VALVES, ETC R DESIGNED DRYWALL OR ACOUSTIC CEILING ASSENE3.ES, J. SPECIAL HAZARDS r FINISHED WOOD :•••••:-.:•-k.-:,..,...,•••.-....•-••-•:--:-.•.:•-• GYPSUM BOARD Max PI Dian. in. Max Amular Space Lin Packing Material Type (A) Mn Caulk Thkns in. 10 1 BR.CF.GF. or MW V2 OB.) » r PLYWOOD 10 1 CF. or MW V2 (C.) 20 2 -V2 BR.0 .GF. or MW I BJ • ❖. ❖. ❖ . ❖ &... .•. ❖. !.! ±. !. ~.! •!•!• *•!• RIGID INISULATION A. BR-Polyethylene backer rod CF-Ceramic fiber blanket. MW- Mineral -wool batt. PARTICLE/FIBER BOARD L FORE DEPART EEOB OBSTRUCTED BY ROOFS W TILE EVENT OF A FIRE SHALL NOT BE OBSTRUCT® BY WIRES, RAZOR RIBBON, FENCES, CABLES, AERIALS, ANTENNIAS OR SOLAR PANELS. 2 AUIDB_E AND VISUAL ALARMS WIL COMPLY WITH THE 72G. PROVISIONS OF NFPA 72G 3. ALL RAMP SURFACES SHALL BE SUP RESISTANT B. Caulk installed flush with top surface of floor or both surfaces of w a I l C. Caulk installed flush with bottom surface of floor or one surface of wall Minnesota Mining E Mfg. Co. Types CP -25 S /L. CP -25 N/S *Bearing the UL Classification Marking. • • • • • MOISTURE RESISTANT BOARD DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILTY 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 R e i Re istere 2575 an Jacinto I Phone: 941.9252504 SEAL: � n - ro i d Arch Ja " to, Cardama 92583 -5318 .924.02441 Emaifl •-Ildnc.#am 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: rn IAJ I tman teat ENGINEERS INCORPORATE D 8325 LENE7XA DRIVE SUITE 400 LENE3(A. KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB: VAKHENDERSONENGINEfR5.00M amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W A T SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington § 22E@WIMMIUMin F atcsu Q.u, 3 I z ithiggiffiligogd y 2 rd2 ISSUE INFORMATION: 715 rEP 1-�RCVR E COMPLIANCE I APPROVED JUL 2 7 2007 CIS Tukwila ION RECEIVED JUL 12 2007 NtHMI I t;tim l LIi SHEET INFORMATION: PROJECT NO.: 223-38305 SCALE: NO SCALE SHEET TITLE: GENERAL NOTES SYMBO ARE STOP �ALS+ ABBREVIATIONS SHEET NO.: T103 Date 11/4/05 Date 11/4/05 Date IV4 /05 FEASIBILITY FLOOR PLAN 5 -4 -05 i Restroom counters I ti d ldi Interior trim and moldings 5 -1 -06 30% TENANT PLANS X 50% TENANT PLANS 7-18-06 75% TENANT PLANS ;Speakers - furnish hardware and brackets 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS X 9400; Terrazzo AMC South C e to r __ -.... _.. _.._ .-_- ,___.•.. __.___.._._.._.-,. .._.- __,._______._._,.,___•___ ._._._.___-._"_.... _.."__.___-.-__,.__-.___.._ -_._ __.__ Scope of Work Matrix (AMC TI and FF &E Upper Level) I X Speaker - Installation of surrounds Bakers, brackets and blocking p g !including scaffold and rigging and plastic protection - coordinated with the ; acoustical wall treatment. X premises Within AMC's demised remise X _ !Miscellaneous shelving X ;Outside AMC's demised premises X ,P_rotecti_on during X X -�- Trash enclosures / waste receptacles X Count Room counter and pass- through X IVisqueen temporary protective sheeting X I ___ - ; Part of 95001Acoustical Ceilings Date: 11/4/05 Landlord AMC ;Background Music Systems 7200FInsulation ; Within AMC's demised premises X i e o.; Description .•---- �-----..---,.----. __.._.._..____.-._...._.___-_,....__...._.._._.__._ �_..,____. �._...,._,-_ �___.__. .-- __._._,__._.___•..�__�__ -_ „” 2005i Surveying x o �r a , m m :b-, W LL Exterior wall insulation (min- R -19) or as otherwise approved by AMC X i Rack for BGM equipment: 'Note: in all cases acoustical ceilings must meet AMC's sound transmission ;criteria (see "NC-25 Statement per Lease ) r Furnish X ;Roof insulation min. R -30 or as otherwise approved by AMC X Install X - ; insulation meeting AMC's criteria, including without limitation, "NG 25 Statement" per Lease- This section shall include screen wall insu on • i na within or on screen walls. _ _ Amplifier, equipment, amplifier ' terminations at am p � X W __. ' g Within Tenant's Premises, including lnterior Resilient Floorin 9 ;without limitation: i C onduit, j- boxes, wire, and terminations from BGM rack to each booth audio termination board X !Building pad certification, per lease requirements X - _ _ . _whether ' _ In or on roofs, slabs, exterior walls exterior partitions, or other systems X 'Interior rubber and vinyl base X _ -. _ Buil corner layout_ !Within Tenant's remises: I or on i nterior walls interior partitions, or other sterns X VCT !sheet vinyl and trim in auditoriums X aural la out ' interior concrete floor steps and bird bath depressions w �� � Auditoriums only X " X X T- limitation, restrooms, lobbies, all other public spaces; including without miaion, speaers, conu, j- boxes, wire, an tt speakers, conduit, i and terminations X .._.._ t _- i r .._.- _.�_.__... _. 7250�Firepraofing (Note: spray - applied fire proofing will not be permitted) 1 Specialty floor sheet goods, and rubberflooring X °Interior wall layout - -� -:---------•- ���• �--- -------- �- �----- �---- - - - --- -- _--- �------ .___.. -__- - _ X _.� ,,•_ .,_ #Structural assemblies with AMC approval of manufacturer and product. X .J_....,- .- .�- -...., ... r ; Underground / under -slab rough -in layout and slab penetrations � _ - .' - --��. -- . _. -__ . _. _ _._ _ _ "Plaza area outside Tenant's Box Office: _......_ ,._...___._ _,..._. "_ Patching due to Fit out or FF &E Work X _ 99p0 1Painting and Wallcovering Within AMC Work Limits X Speakers for Tenant's backround music: I S St adium risers X - - -� Exterior - X Outside AMC Work Limits X Furnish X .. 'Fire roofing penetrations (fire sating, fire caulking, etc.) P ' By the party making the ' penetration. _ -� - - Storefront Canopy Py X rVerification of Building Floor Area By Landlord and Tenant jointly __.._._� s Install X Exterior doors /frames X I ___.__ oer All other work includin without limitation, conduit boxes w and terminations g J-boxes, X f I nter i or wi th; n Tenant demised premises .__._.._ ter X _ _ _ 2220 Demo lition X g including without limitation; 7500 B u ild _._ and it after AMCs FF &E work X } .._.. _. -. w 2210;Earthwork S g a d ca opy roofin X Box Office interior and exteroe exterior i Box Office, Guest Services, Concessions ; Makin penetrations and patching roof for penetrations includin without i g g g I limitation, those made during Fitout or FF &E work X �._. .._•._. -__._. I Tretford wall carpeting or other wallcoverin 9 g X Pad Preparation, per lease requirements X _, _ _, _. _. __ _ _ Delivery and install of casework and equipment X ;Interior exposed utilities [Interior X . `Dewatering Power- conduit, j- boxes, wiring, and terminations from box to chase, etc. X #HVAC Screens (if required by local building officals) X jConerete sealer X Temporary Dewartering X ;Furnish and install electrical chase system inside of casework X ,.____..... -..... �._ __. Walkin pads ± 9 _ p X f - I i Permanent Dewatenng X i iData: conduit and j -boxes X - -.- _ ^ _ 'Perform Flood Test on entire roof area prior to Substantial Completion X 10000 Partitions Accessories X r rMA w ;Fi ne grading X ; Data: cable and terminations X i _._ _.. _ _..._ __ _ ;Plumbing hookup X 7600JSheet Metal, including without limitation: 10263 Vinyl Corner Wall Guards___.__ -_.._ X 22814Termite Control (if required) . . X ; Tile / rubber base for casework X _ All flashing and sheet metal X ____. �._- _.._.�.._.__��_._ 1 I G ana arc metl ecura a ashing X_,_ 10522 Fire Extrn uishers and Cabinets X M - - :Telex Box Office Window Communications X ;Count r fl for HVAC rooftop equipment and exhaust fans X g .- 2440iTheatre Walk i s, including without limitation, theatre and plaza X .._. .... _ __... _ +Curbs and counter flashing for other AMC provided items such as ; condensers for FF&E equipment X T_-_.. 110601Equrpment ; Box Office Times and Titles Signs - 1 - __ _ paving. J conduit, j- boxes, wiring, terminations from box to box, etc. X E xpansion control in exterior walls and floors i Expansion control in interior walls X !Projectors 2830 }Retaining Walls (if needed) - --- - - - - - - -. w. X Final terminations to Tenant - supplied equipment- X X Furnish, deliver, and move into position X !Data: conduit, j- boxes, and cable X i Console riser - metal with adjustable feet i X 2800iAny and all necessary modifications to parking areas, including , crosswalks, sidewalks, drainage, lighting, striping, landscaping etc. X i Data: terminations X _ _ _ _ _ _ _ _ -.- .- _ 7900; Moisture Control I Power: conduit, j- boxes, wiring from box to box, etc. X ; Signs and associated computers X ?Exterior moisture control I X -. �__i ._ _ ..__,. __ __ _�__ _ ___� -_ _ � -__ ' Conduit from j -box to p roj ector console s X } -- - Water membrane in wet areas. Flood test. X Final terminations of Tenant's equipmentX ; i Mini- Marquee System ;Caulking, including without limitation, a) acoustical sealant, and b) all #plumbing fixtures: ;Setup and testing X 280 Theatre & Plaza Landscaping, including without limitation, hardscaping, ;planters, benches, street furniture, exterior lighting X IPower- conduit, j- boxes, wiring, terminations from box to box, etc. X IVisqueen temporary protective sheeting X !Final terminations to Tenant - supplied equipment X - T° - ° -µ °° -- In exterior walls, partitions, or othersystems X y -� i 4 -- i Data: conduit, { j- boxes, and cable X e } In interior walls, partitions, or other systems X �' _ ; Projector Automation and Alarm Status Systems 33001Concrete Data: terminations X ._ ___. --- .. ._..._.__ i Back boxes and panels i � Building foundations / recessed and elevated slabs X 'Mini - marquees and associated computers X Page No. 3 Famish X S tadium seating fill for risers and stairs X I . _._- ..._ -- �_ „tnstall- ._ -_. X ; Stadium seating intermediate steps X Page No. 7 ± i Power- conduit, j- boxes, wiring, terminations from box to box, etc. X L5tairs - exterior exiting X Co and wiring from j -box to projector console X - interior s - � jBirci -- , Brd X I Final terminations of Tenant's equipment X bath depresss ion fill bath X }Data conduit and j -boxes X _ j Mezzanine fill X Conduit and wiring from j -box to projector console X !Auditorium acoustical slab (if required for sound isolation) X I Data: cable and terminations Rooftop equipment pads acoustical fill X From box to box — — — — —._._ --_� ----- - - - - -- K - - -- All MEP or housekeeping pads .. -- P 9 ads X _ ._ -.-.- .— �._ .��. No. 5 . PAII entry canopy and signage structure foundations X - i Roof fill and/or light weight insulating concrete X 42O01Masonry or Precast, including without limitation: depre i Interior (at bird -bath ssions) or exterior walls X Page No. Date 11/4/05 Date Dote 11/4/05 Date 11/4/05 From box to booth equipment X 8200: Doors l Frames / Hardware Exterior veneers, if any X (Automated Box Office ("ABO ") or ATM Machines ; Visqueen temporary protection sheeting X Exterior doors / hardware to AMC's specification X For Plaza or other exterior locations: i Interior veneers X i ;Power- assisted door(s) for wheelchair accessibility X i Power conduit, j- boxes, wiring, etc. X Exit stairwells and shaft doors / hardware to AMC's specification X Film Platters 1 Data conduit and j -boxes X 50001Steel Backing and Supports for, including without limitation, railings, ;toilet partitions, Tenant - furnished poster cases, signage, and ; Interior demising partitions doors and hardware to AMC's specification X ^_m. - # Furnish, deliver, move into position, install, and protect X For locations within Tenant's premise: t Setu p and testing g X i _._ ;Non-demising sing partitions doors and hardware within AMC's premises X I In exterior walls, partitions, or other systems X ' j- g Power con , boxes, whin , etc. X Visqueen temporary protective sheeting X ' In interior walls, partitions, or other systems X Data conduit and j -boxes X i 8300iSpecialty Doors IABO or ATM equipment, data cable, and final terminations X - j Slide Projectors -� Overhead doors X 5100 trucura including without tl Steel, includiitht limitation: - 3 IFumish, deliver, move into position, install, and protect X ; Stadium seating riser structure X ;Fire -rated doors at elevator openings outside of AMC space X ;Concession Equipment X `Bird bath depression framing X Slide projector shelving X ' Fire -rated doors at elevator openings inside of AMC space X i Delivery, unpacking, setup, and testing X Mezzanine structure X Exterior Sound -rated doors and hardware (where required) X Workbenches and Storage Shelving , Roof structure X I Interior Rolling or sliding doors, including without limitation, security grilles X Drink Systems !Furnish, deliver, move i nto i to tion , install, and protect position, X Roof and Mezzanine openings with supplemental framing X Condenser roof curb X N v shutters Out AMC p ace scpace X MEP curb supports X "Set condensers - drink systems � X _ ___ � -_ Fire shutters vvitin AMC scpace X ; Sign structure exterior X ; Screens and Frames Refri system !Refrigeration lines - ' g X Sign structure interior X _ _._ _ r .cr._ .._._ -..._ P ._. _. - 3 setup account and provide for this scope X enetrations for line sets and subsequent fire caulkin Roof / slab penetrations q caulking X 8800i Glass and Glazing Unistrut X Entry canopy structure X _ !Rough -in water, condensate drains, and drain lines X and curtain wall framing / glass or rolling grille (option by AMC) X ;Metal grille work and structure X { Frames - - _ _ �, _._____.___.. __�__._.- __.- -- ___.,_�_- _____ -. Screens X ;Rough -in for syrup lines X ; Storefront entry doors and glazing, including power assist door for ' wheelchair access or rolling grille - AMC's option X Exit stairway framing, treads, risers, and railings X "Masking and drapes X ;Conduit and electrical wiring X Interior stairway flaming, treads, risers, and railings X Drink and Icee sy_ rup lines installed X Projection and view ports including optical glazing. AMC closed Spec.) 1 P 9. g( P) "Embeds for Fitout or FF &E work, including without limitation, balcony X Masking Motors Drink equipment and Icee machines X Furnish __ _�___ _w . _ _____.. X i Power and control: conduit, j- boxes, wiring, terminations from box to box, X I Install X 5200iMetal Bar Joist X F i nstall, and make final terminations X " Bulk CO2 System Interior mirrors X Final cleaning of exterior walls, doors, storefront systems, curtain walls, ; X i Bulk CO tanks and lines installed X 5300Metal Decking, including without lim itation: _.._.�._.._ _.__ ___.__ _.-j ;Video Systems (if required) X Bulk CO2 fill box. X . . €Entry canopies and roof X Conduit and power wiring X _ _ 'Glazin in auditorance doors ; g ium entrance w _ - m !Conduit and rough -in for CO2 lines X _..__.. ;.._. __- , ! _�. ;Box Office framing / glass (coordinate with casework installation) X ' Dedicated room for anks I CO2 2 X 550O,M _ ., ;Sound Equipment - � �" `”" P in slab, floor, roof, and subsequent fire caulking X Header for overhead doors and rolling / sliding grilles X _ i Power conduit, j- boxes, wiring, terminations from box to box, etc. X 9200 I Plaster 1 GFRC I GFRP Pipe bollards at dock / trash enclosure, if any X ill j -b td rack. Conduit, wiring from project wa ox o soun X t Exterior Ice Machines Roof access ladders X Audio Terminal Boards Interior X i Condenser roof curb (if air -cooled) X 1 Elevator pit angles and ladder - for passenger and freight to AMC level. X - Furnish X ;Set condensers on roof (if air -cooled) X _ - ; Elevator pit angles and ladder -fir passenger within AMC space. X i Install X 9250TDrywall and_ Metal Framing ��- Refrigeration lines X Restroom vanity support angles X _ _ _ _ _ ( - Sound Termination Box - Famish and Install (Closed Spec) X ___.w 'Exte riorordemisin 9 wall f ramin 9. g 'sheathin . drywall, taping, P 9, and sanding X • Refrigeration line dog house on roof X i Exterior trash enclosure gates and bollards X _._ Pow__ -_ vw_ _ - Power conduit, wiring, from projection wall box to tenant's sound rack. X `Roof screen wall framing X - ?Auditorium wall railings X Roof! slab penetrations for line sets and subsequent fire caulking X Fin al terminations of Tenant equipment X ' Sha f t an exiting stairwells X Provide inlet /outlet plumbing for condenserf water cooled) X � - tacium seating railing X � i Furnish, deliver, and move pos X Exit corridors within AMC space if required by local building authority X ;Front of auditorium foot railing X Conduit and electrical wiring X - int o - Setup and testing X - "" " "' ,Interior walls, bulkheads, soffits, and ceilings within Tenant's prem X ;Lobby balcony railing X Rough -in water and drain lines X ____.___- _ _ _ _ .____ -____- -_ .�__ __._____-____ -_ __ 1Visqueen temporary protective sheeting X - w 'Canopy - �w framing, sheathing, taping, and sanding X ;Steel support for atrium storefront (if required) X J i Exterior element framing, sheathing, taping, and sanding X jExit stairway framing, treads, risers, and railings X 7Popcorn Poppers __1 ;Stage and Surround Speakers ;Box Office wails, bulkheads, soffits, and ceilings: -4 "' - " X Interior stairway framing, treads, risers, and railings X ;Exhaust hoods vented through roof if required by code) ( g eq y ) X !Conduit for speaker wire (Vampire Wire - Closed Spec), j- boxes, etc. X - ---- "^- `-- `�" "- --- -'�' -" -- ---- " - " - - m - i Pasenger and freight elevator and escalator shafts / soffits up to AMC `space X Embeds in concrete floors for Fitout or FF &E work, including queuing pole ;embeds X Associated power conduit, j- boxes, wiring, etc. X Wire, terminal boards, and boxes: ; I Furnish according to AMC's closed spec X Passenger elevator shafts and soffits X � 6100jRough - ? G . filling 'tat ?Grilling S tation i nstal Install X -_ �. :Roof drain or MEP enclosures - or shafts X Carpentry ; Exhaust hoods X _ ....� _., .._ ....� _ !Wire terminations: ;A ccess panels hatches, or doors: i Blocking or backing, including without limitation, blocking for railings, toilet !partitions, Tenant - famished poster cases, signage, and speakers: 'Exhaust duct to roof on vented hood X ; For stage speakers: — ___,_ Within partitions, ceilings, soffits or other systems provided by Base _ . `W_ Building partitions, ceilings, soffit, or other systems provided by Fit X X Power and control: conduit boxes, wiring, etc. J 9. X i For wire between booth terminal board and screen wall terminal board X - I In exterior walls, partitions, or other systems X Associated fire suppression systems X - i For wire between screen wall terminal board and stage speakers, and I between booth terminal board and sound equipment in booth X In i walls, partitions, or other systems X _ .Within _, ._._...._ ___.. _ _ ;Curbs for rooftop condensers and RTU HVAC equipment X Page No. g 8 surroun ers: For surround speak - 93 00iTile / Paver T ile t ___L_For . For wire between booth terminal board and j -boxes in auditorium: Within AMC's demised premises X -- --- 6200;Finish Carpentry Within Tenant's Premises, including without ; n: ti F At booth terminf board X ;Tile base and corner guar X At surround speakers X i l a e roo under tile - P � 9 X ; Int io RP a ;Interior enor �nels ar.rrr.a�r+r.rrr. X - For wire between booth terminal board and sound equipment in booth 5 --- �••—.—'-- •.. -��r. X _ _ g -_ -_ "' ;Protection during ' construction t X - wn - r.r�. Page No. 2 :,�w.�a ,------ _rr.raaa.��s� :�sa� —r— Page No. 6 - - - �� "Extenor walls X Page No. 4 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' IEWEO FOR ODE COPLIt4 SCI APPROVED JUL 2 7 2007 City Of Tukwila BUILDING DIVI$IQR Ke in beln rodltman Reistereld Architect 2575 Jacinto eve -. San Jacinto, Calrfom a 92583 -531 Friona: 9"11.9252504 Fat 51.92 -0244 Emailsli©st1 nc.com 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 IAA H E N D E R S O N ENGINEERS INCORPORATED 8325 LENEXA DRIVE SLIM 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 WEB: VNAV.HENDERSONENGINEERS.0014 PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: ,T,to 11g 64)8 amc 16 THEATRES W AI SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington r EEMMPLITarin IgNIMIIHRMOR Taa WI a a a mu,2aw KEY PLAN: SHEET NO.: J "us hffiiii 12. N§ OR Ot91 ISSUE INFORMATION: SHEET INFORMATION: T104 RECEIVED JUL 12 2007 PROJECT NO.: 223- 383 -05 SCALE:. NO SCALE SHEET TITLE: SCOPE OF WORK MATRIX DATE: Date IV4 /05 4 - 21 - 05 FEASIBILITY FLOOR PLAN Date 1V4/05 FEASIBILITY FLOOR PLAN Date IV4 /05 30% TENANT PLANS 6-7-06 50% TENANT PLANS Powers st Emergency g y System 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 ;Trash Compactor p X !C oncession Menu Boards Theater inverter or generator including monitoring within Tenant's premises only X ____ -_. ____.- __._____... - -_ _ ; Enclosure or screen, i f any X _.. i Furnish X _ -_. _ ..___.__.._..__._...._. Rough -in electrical power and water X ; Install X !Provide !Tenant `optic, ! Dimming !Conduits, j _ 1 _________ Emergency conduit and wire to Tenant Electrical Room X 1 Drain and grease trap X Conduit, per wiring, and terminations from box to box, etc.. X Power distribution inside Tenant space X _ � -_ Final termination of Tenant - supplied equipment X pull string in ALL empty conduits for FF &E work, Tenant work, or use including without limitation, electrical, telephone, data fiber and security systems X X 12000 Special Finishes -I- I _ ;Auditorium side wall sound attenuation systems X iExterior AMC Signs I Chair rails or will reveals or similar systems X Conduit from signs to associated electrical panels X � ~ -� ; SConductors, power, breakers, etc. X System _ _ _ _ _ 14100 ~Pneumatic Tube System i Building- mounted exterior AMC signs (includes electrical connections to !box in close proximity to sign) X raceways, control wiring, and power wiring X Fumish all components X Dimmers (closed spec item) X . Install all components within AMC space X Monument and freestanding pylon signs serving AMC only X Start -up X ! Install all c_ omponents outside of AMC s pace X �^ IWayfinding Signage Within AMC's Premises Box Office _ _ 14200, Elevators and Escalators Backing and blocking �...___ In exterior walls, partitions, or other systems Underground / underslab conduit stubs to Box Office for st na e, power, 9 9 P etc X f Passenger and freight elevator / esclator up to AMC sp X X f Passenger elevator within AMC space X ; In interior walls, partitions, or other systems X ;Conduit _ _.w ... ._.__ _ _.... 15400PIumbing _. _ .Fumish and install signs X Laydown A rea: ;Water supply, gas supply, sanitary drain, storm drain to locations specified I by AMC X I ^� - i - Provide 75,000 sq. ft. adjacent to AMC space on ground level X Poster Cases - Interior and Exterior Maintain and restore area to pre - construction condition by Substantial Completion X 1 Riser into space X .Furnish X Roof and overflow drains and leaders per Tenant's acoustical requirements X I Install X Provide unrestriced acess from roadway to laydown area and from r throughout construction. laydown area to theatre g X 1 Rooftop equipment water, gas, and electric supply as required X j Conduit and wing X :Rooftop condensate drains _ - _._ , -^ I ;Building .Testing i _ Provide D wide access on all sides of the theatre duffing constructio g X Exterior cow d,/drains X - 'Code-Required ed Interior Signage X P rovi de monthly M aster S u to AMC X X X X "' Building underground / underslab X Conduit, electrical wiring, and termination X Utilities: !Concession area trench drain system. Blockout in slab. X I i Site office temporary utilities (water, sewer, telephone, and electrical [400 amps] to AMC's Temporary Construction Facility and Laydown Area) X .Fumish and install Concession Area trench drain system X ISecurity - Video Cameras ___.._.___... Interior rough -in _._.____ __ __ _ X I Power: conduit, j- boxes, wiring, etc. X Interior trim X ___-___- _.Data: conduit and j- boxes _,____._ __ __ .__._ ._ __ _ X Permanent utilities, including Telephone service sized to AMC's - requirements, and brought to Tenant designated points X r "Roto Rooter" sewer lines 2 weeks prior to opening -- X Camera housings: iSOV, check valves, backflow devices, meters, etc. X I Furnish X Permits: TAll final connections to Tenant supplied equipment X - Install X Obtain zoning, land use, site, and development permits X i Hose bibs in exterior walls . 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 !Landlord. X !Equipment, cameras, data cable, and final connections X r Obtain core and shell permit X X Obtain Fitoutworkpermit X Security - Keyless Locks and Inspection conforming to code and specifications: ;Power, conduit, j- boxes, wiring, etc. X _Site work . X . ___.___. __, ;..-...----._.....___. �_.,_... �_ �_.. �.___ M_.__ „_- _w.�...___.�.._�,,.�. -_ !Storm Drain System X 'Data: conduit and j -boxes X Cora shell work _. µ_ . _ .� ._ _ __ _ _ __. w. _ .__ __.. w _._ X L_ Leaders to main system X Equipment, cameras, data cable, and final connections X � � _ _ !. ! ___ _- . ___ < ..... FF ;Provide ,warranties, _.... _.. __. :Orientation ` i Fitout work ^ ... _w_ X w _ _ ^ i FF &Ework_ _ w µ row X 15400;Plumbing Fixtures ;Burglar System 'Buildir cleanup dail h and final . 9 p ( Y 9 ) ;Automatic flush valves on all urinals and water closets X !Power: conduit, j- boxes, wiring, etc. X Site work _ _ _ W Core X ! Water closets to be wall -hung. X Data: conduit and j -boxes X and shell work X - .______ - 1 _- _. Equipment, cameras, data and phone cable, and final connections X Fit out work X 2550j Gas ! Electric - service choice by AMC to points specified by AMC X f &E - work ..__ __...._..__._______ ��.___ _._......,...._.___.___..,,.... X FTelephone System copies of as -built drawings, operation and maintenance manuals, etc., to Tenant on Compact Disc: 15500; Fire Sprinklers (Dedicated System) _ _ •..� -- ; Conduit, backboard, and service into Telephone Room within Tenant's premises X W ;Annunciation and alarm systems to be separate from mall system. X Core and shell work X !Supply to location specified by AMC X i Power: conduit, j- boxes, wiring, etc. X elivery dates for items fumished Provide 60 day advance notice of all delive un der FF &E but install under Fitout X _...__- Riser into space- a w X Phone cabling: conduit and j -boxes X -. _ _ . Piping and heads within AMC's premises (based on performance !specifications) X ! Phone system including cabling X _ Fito work __....___ _ _ w _.,�. _, .- F F X Pay phones X & E work_ regarding facility systems for Tenant's operational personnel: X Page No. II _ _._ _ .__ _._ ; Aisle Lighting System Core and shell work _ __- -___ - X _ -_ -- ;Conduits raceways, all rough-in, wiring X - ,_--- _,__,--- ,�__��_ ___ .___ Page No. 13 --..- - Page No. 9 Date II/4/05 µw M !Security Date 1V4 /05 ; : Date II/4/05 Fitout work X _ As required by code in exit corridors to Exit Stairwells only X w._ - -- IFumish and install rough -in for step lights in structure X FF &E work X All backflow preventers and meters, PIV, tamper switches, drain lines, . detector check, SOV, and check valves X ±Tr ansformers: _ _ _ guard for FF &E equipment _ (60 _ days) X Fumish X Office area in the construction trailer for Tenant site representative and I FF &E project supervision X I Fire sprinkler layout, shop drawings, and approvals fora complete system ?conforming to all applicable codes X Install X !Aisle lighting X ; Dumpstep for FF &E debris (estimated requirement is one and one -half 40 CY dum sters per auditorium X . . - Deluge system (if required) X [Make final connections - - T X . - ._.._.___...._.._._..._ ._._...._..__ __._...__... Foreman standby time onsite for electricians, plumber, mechanical, vertical transportation within AMC s ace, and ener mans ement s stems and for trans po space, energy management systems General Contractor during the Opening Week - 72 hours total each trade. Schedule as directed by AMC Operati X µ--,•--------__-.._._.-_....__._..._,_._.___�.� - ,. 158001 H VAC (Per Tenant's Closed Sp ec) ti Carpet X ... HVAC distribution within AMC's demised premises X __... ....p_ l _ _._ g __ extrusion aisle !Carpet extrusion (for aisle lighting) X _...., _- .._ _ - HVAC equipment and controls including HVAC RTUs X - - !Carpet protection (carpet masking) X _.........__....__......._.___ ......._.__. _� _ i Rooftop exhaust fans X ... _ i ;Carpet base (see also vinyl base elsewhere in this schedule) X Foreman standby time onsite for vertical transportation to AMC level X M� r ;Curbs for r R ----•— d rooftop exhaust fans: - - 7 ------- ...._�._._ __._.._..- ..._..._�. -. Page No 14 - . - -.._ _ _.._ ...._ 1 - Fu Furnish only X !Seating X _ _ _�� _ �i Install X Stud layout and welding X 1 Unloading, move into position, install, and protect X Furnish X I Disposal of shipping boxes in dumpster X i Hoisting to roof structure once curbs are installed X I ___ W Install connections and startup i X "Office Partitions, Furniture, and Equipment T. ^ Furnish, deliver, move into position, install, and protect X 15800 HVAC Smoke Equipment and Controls (if required by local code), !including without limitation: X I Vault Room Cabinets X `Smoke Exhaust - AMC installs at landlord expense X _ _ _ 4 � Smoke Evacuation System - AMC will install at landlords expense X !Count Room Counter and Shelf X !Smoke Control and any adjacent building tie in - AMC to install at landlords ;expense X N !Safes iFumish, deliver, move into position, install, test, and protect X 16000!Electrical !Dedicated Main transformer, conduit, and cable on secondary side to points !specified by AMC X T1 _ _ !Computer Systems .Power. conduit, j- boxes, wiring, etc. X RE Or - _ All meters X �� T I Data: conduit and j -boxes X ,As required by code in exit corridors outside AMC's demised premises X --- I Equipment, data and phone cable, and final connections X ;Exterior lighting and power. (All lighting, including without limitation, that for (parking areas, drives, walks, plazas, and service areas to be on Landlord's Imeter.) {Fire alarm system (based on performance specification), including shop drawings and approvals X T :Lobby Art X E. i X _ ------ nches _ - Interior Only Be _ Furnish, deliver, move into position, install, and protect X i Interface to projection automation system X _ .... . conduit and wire to Tenant Electrical Room Seconds main X Freestanding g Trash Receptacles and Ash Urns - Interior Only Main distribution anet s mow , mo into position, install, and protect X Main switch for Tenant premises X _ i Sub- panels for Tenant premises X _ � , Planters - Interior Only X _ _ M .Temporary power 400 amp. Service X ; Fumish, deliver, move into position, install, and protect X Distribution of temporary power X ;Temporary lighting X IMovable R_ope_sand Poles X !Interior power system conduit and conductors X __ LE mbeds for poles furnished an installed X I nterior and specialty lighting including without limitation conduit, conductors, dimmers, fixtures, and lamps X deliver, move into position, and protect X - ��jFumish, = Equipment disconnects X _ .__.____..- L ock e rs __. ___._ _..____ 4 � - i �� _ _..- .. - ._� _ Underground / underslab conduit X to rooftop exhaust fans and HVAC units X TFi Extinguishers and Cabinets for Building X ry rio !Power 1 Inter 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 rD FOR COZ JUL 2 20 City Of T , � 2 Ph ne: 9 1.9252504 Fax 551.925.0244 Emapl SEAL: e i n i e�n Trodtman 7 eistered Architect 575 an Jacinto Ave.. Ave. San Jacinto, 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 ITO 14J 8325 UMW DRIVE SUITE 400 LENEXA, KS. 86214 -1695 TEL: 913- 307 -5300 FAX 913- 307 -5400 WEB: WWW.HENDERSONENGINERSC0M PROJECT FOR: imc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT KEY PLAN: SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g @niii@MMMEMM@@@M@EM@ F ° aaaaa V a a a a J &AIM ISSUE INFORMATION: SHEET INFORMATION: SHEET NO.: T105 18 atom PROJECT NO.: 223 - 383-05 SCALE: NO SCALE RECEIVED JUL 1 2 2007 PtHIVIl i i. �rfl�i . SHEET TITLE: SCOPE OF WORK MATRIX SCREEN AND LENSE CHARTS RXTUREIDEVICE & LOCATION RX /DEV RED FIX/DEV WHITE RX/DEV BLACK FACTORY PAINT COLOR Sprinkler head escutcheon cover at black acoustical ceilings NOT APPIJCAB.E BRASS • No Sprinkler head escutcheon cover at painted black gyp board ceilings NOT APPIJCABLE BRASS • No Sprinkler head escutcheon cover atwhite vinyl ceilings NOT APPIICAEI.E • BRASS No Sprinkler head escutcheon atwhite acoustical ceilings NOT APPLiCA LE • MATCH CELI‘G cCLCR Q!5NG STANDARD OOLOS No Sprinkler head escutcheon cover atwhite and /or light color painted gyp board ceilings NOT APPLICABLE • MATCH CHIC COLOR CLEM STANDARD COLORS) No Return air diffuser at black acoustical ceilings CANcENJSD 8'-0' OR LOUVER • No Return air diffuser at painted black gyp board ceilings OOBBES S CCRRDORS BOX OFFICE • No Return air diffuser at white vinyl ceilings MATCH CELNG COLOR (LENS STANDARD COLORS) • RECESSED No Return air diffuser at painted white gyp board ceilings Ci -ROHE • No Return air diffuser at light color painted gyp board ceilings 7 • • Yes, paint to match adjacent ceiling material color Return air diffuser at colored acoustical ceilings • Yes, match color Supply air grille at black acoustic ceilings • No Supply air grille at painted black gyp board ceilings �� • No Supply air grille atwhite vinyl ceilings DRINKING • No Supply air grille at painted white gyp board ceilings 6 • 0 FIXTURE UNITS O MEZZANINE LEVEL No Supply air grille at light color painted gyp board ceilings • SINKS Yes, paint to match adjacent ceiling material color Supply air grille at colored acoustic ceilings FIXTURE UNIT o MEZZANINE LEVEL • Yes, paint to match adjacent color Access panels at black acoustic ceilings • No Access panels at painted black gyp board ceilings • No Access panels atwhite 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/humiditysensors • 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 maybe 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 UPRIGHT NOT APPIJCAB.E BRASS GRASS UNFINISHED AREAS OR AREAS VYrrH NO CIBIJNG TLES FRO.E0710N BOOTHS $ FILM MEP AREAS PENDANT NOT APPIJCABLE BRASS E ACK TI- EATRES PE3�DANT NOT APPIICAEI.E BRASS BRASS JANITOR aOSETS, STORAGE AREAS, CONCESSION SUPPORT $ SECURE STORAGE PBVaANT NOT APPLiCA LE GRASS MATCH CELI‘G cCLCR Q!5NG STANDARD OOLOS OAS CONFERENCE ROOM, 5£CI.12ITY aoSEL col r ROONt VALLT AND OAK RM OCINCFALED I NOT APPLICABLE BRASS MATCH CHIC COLOR CLEM STANDARD COLORS) TWATE 'E CORRIDORS AND VESTELL =S. CANcENJSD 8'-0' OR LOUVER CRASS MATCH CELNG COLOR ISM STANDARD OOBBES S CCRRDORS BOX OFFICE RECESSED I-IC E R THAN 8'-0' MATCH CEILNG COLCR QJSNG STANDARD cOLCRS) MATCH CELNG COLOR (LENS STANDARD COLORS) LOBBIES, RESTROOM , CORRDORS, BOX 'OFFICE AND 071-ER REIM AREAS, RECESSED I-I -ER THAN 8'-O' Ci -ROPE Ci -ROHE CONCESSION QV) Li.] Mm.� > - UNISEX WOMEN MEN FAMILY DRINKING FOUNTAINS (see Section 410.1 of the International Plumbing Code) OTHERS FIXTURE adinoAd aaaInodd aadlnod aainodd REQUIRED aeainodd a edinoad aainodd A • M • a ■■ 1 28 30 12 10 4 2 3 URINAL ���� �� 12 4 �� AV'T•- ■ 16 7 8 • 3 LAV DECK Cl) ���� 8 4 �� DRINKING 6 FIXTURE UNITS m THEATRE LEVEL FOUNTAINS 6 6 0 FIXTURE UNITS O MEZZANINE LEVEL SERVICE 3 FIXTURE UNITS* THEATRE LEVEL 8 I SINKS 2 4 FIXTURE UNIT o MEZZANINE LEVEL QV) Li.] Mm.� > - OCCUPANCY WATER CLOSETS (see Section 419.2 of the International 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 FEASIBILJTY 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 5 .... iNITERIOR WALL AND CEILNG FINISH REQUIREMENTS BY OCCUIPANCYk • &:A -2.' A -3 A-4, A -5 B,F;M It:i;'R4 I -2 •I =3.:: 1-4 R -2' R:3 • sPgrlioig Vertical exits and exit passagei+uays Exit acct corridors and other exi#ways Rooms and enCliised SpaCES� No restietions • NONSPRINKLERED .. Vertical exits and exit p2ssa9el r8y5a' b Exit, accesS corridors and other eziiways . 'Rooms and enclosed space -e .Far SI_ 1 inch =25,4 mm, l square foot 0492.9 m a.. Class C interiortntish materialsshallliepentuttedforwaiuseetting 'orpanelingofnotmorethanI O OOscquarefeetof thegradelobbyywhere applied critectly to a noncvmbusLib a base or over furring strips applied to a honeombustible base and freblacked as required by Section 803:4:1. b. In vertieal exits of buildings less than threestones m height of otlierthan Group 13, Class B mteriorfintsh'for nonsprihkk 'red btuldtngs and Class C interior fnish for sprinklered tuu`ldings' shall be pemutfeti Requirements for rooms and enclosed spaces 'ball be based upon &paces enclosed by partitions: Where a fire•resistance rating is required forstntctural elements the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining die applicable requirements for moons and enclosed spaces; the specific occupancy thereof shall be the governing factor regardless of the group classification of the building Or structure, d. I..obby: in Group A-1, A-2 and A-3 occupancies AO net be less than Class B materials. e. Class C interior finish materials shall be permitted in places of assembly 'with: an oecupant load of 300 persons orless For churches and places' of worship, wood used for ornamental purposes, trusses, pa r neling O chancel fur mshmp shall be permitted, g. Class B material is :required where the building exceeds tivo stories Class C interior 5nrsh materials shalt lie permitted m administrative spaces. i, Class C interlor.fnish materials shall be permitted in rooms with a :capacity of four persons or less j, Class 8 materials shall be permitted as Wainscoting extending net More than 48 inebes above the finished floor iii leant assess corridors k Finish materials as provided for in other sections of this code, L Appheswhen thte exits exitpassageways exit access corridors or eeitways; or rooms and spaces are protected by a sprinnklersystem installed in actor- donee with Section 903.3,1:1 or 903.:3.12. 6 SPRINKLER HEAD CHART PLUMBING FIXTURE SCHEDULE I. OCCUPANT LOAD (MAX FIXED SEATS) = 2968 m 2003 C. TABLE 29021 I. TWO LAVATORY BASINS PER PREFABRICATED LAVATORY DECK UNIT 2. CALCULATIONS. MEN WC = (2968/2 / 125) - 12 I2EQ'D. LRINALS - NO REOLaREMENTS LAVS = (2968/2 / 200) = 7 REQ'D. WOMEN WC - (2968/2 / 65) = 23 REQ'D. LAVS = (2968/2 / 200) • 7 REQ'D. GENERAL DRNa■NG FOLt1TANS - 2968/500 = 6 SERVICE %KS = I e EA. LEVEL 3. UNISEX (FAMILY) PLUKCIING FIXTURE CALCULATIONS USED IN ACCORDANCE WITH IBC 4031I. SEE IBC TABLE 29021 4. NO URINAL FDCTLIRE L NIT REQURENENTS. PER PC - SUBSTITUTION FOR WATER CLOSETS -4192 IN EACH TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE PC-GLARED WATER CLOSETS. 2003 BC- TABLE 2902.1 MAN MASER OF PLUMING FACLlTES a. 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 (WHE..CHAFI LF'S) - NOT USED SECTION 27 - CONTROLS AND OPERATING MECHANISMS I. Controls and operating mechanisms required to be accessible by Section shall comply with the requirements of [ ADAAG 4.27.7 2 Clear floor space complying with [ADAAG 4.24.4] 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 operalble part of all controls, divensers, 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 venting machines and 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 orld shall not require grasping, pinching or twisting of the wrist. the force required to activate faucet controls and operating mechanisms 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 RANCcS. I. The minimum clear width for single wheelchair passage shall be 32 in (815 mm) at a point and 36 in (915 mm) continuously [ ADAAG 421] 2. The minimum width for two wheelchairs to pass is 60 in (1525 mm) [ ADAAG 4.22] 3. The minimum space required for a standard wheelchair to make a 180 degree turn is a clear space of 60 in (1525 mm) diameter. 4. The minimum clear floor or ground space required to accommodate a single stationary wheelchair and octant is 30 in by 48 in (760 mm by 1220 mm) The minimurn clear floor and ground space ,);or a wheelchairs may be positioned for forward or parallel approach to an object. Uear floor or ground space for wheelchairs shall be centered on the element it serves and may be pal of the knee space required under some objects. [ADAAG 424.1] 5. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor space is located in an alcove or otherwise confined all or of three sides, m cl ar red on a o part o s, anewerUlg a antes. [ADAAG 4.24.2] 6. If the clecr floor space only allows forward approach to an object, the madman high forward reach allowed shall be 48 in (1290 mm). The minimum low forward reach is 15 in (380 rmi). If the hig i f orw 25 reach Is over an obstruction, reach c d clearances shall comply with ►AD 7. if dear floor space allows parallel approach by a person in a wheelchair, the madmum high side reach allowed shall be 54 in G370 mm) and the low side reach shall be no less than 9 in (230 rrrn) above the floor (fig 6(a) and 6(b)). if the side reach is over an obstruction, the reach and clearances shall comply with [ADAAG 426] SECTION 29- STORACE L Fixed storage facilities such as cabinets, shelves, closets, And drawers required to be accessible by 4.1 shall comply with [ ADAAG 4.25] 2. A clear floor space at least 30 in by 48 in (760 mm by 1220 rnm) with [42.4 dear floor or grand 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 shall adjoin or overlap an accessible route and shall comply with [4.24 clecr floor or ground space for wheelchairs] In storage facilities permitting full entry by a wheelchair, and allowing a wheelchair to travel [423 wheelchair tui ng space] shall be provided within the storage facility. 2. A clear floor space at least 30 in by 48 in (760 mm by 1220 rnm) 3. 1 - krdwc re for accessible storage facilities shall comply with 4.27.4 Touch latches and u- shaped pulls are acceptable. [ ADAAG 425.4] 4. Janitor rooms and or closets are considered storage rooms and must comply with [ ADAAG 4.25J1 5. any mechanical room or utili room containing _a /o floor sink is considered a storage room : lop � must comply with I.AUAAG 4.25.11 SECTION 30 - DISCLAIMER I. Portions of the following codes= • International Euilding Code (IBC), • International Fire Code (IFC), • International Plumbing Code (1PC) • international Mechanical Code (IMC) • International Electrical Code (lEC) • All Codes with Washington State Amendments • 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 700900038 /F /1.16A Approval Date!' iof 7.5/2001 Print Oate_: '05/9/ -DS : Page: 1/2. PRoDl c NAME AND coi'7P.STr .TDEt4TIEicATIDN 1 1 Paoctuet Name KODAK EST 4t dolour 7 Y1ms k 2 Manb a /Supplier EAST01..N KODAK C:ONMPANY, 14650 PRQt5UC3 TY Ca1our Fliotographic film •(Eetar f ilm basal - C OM1i0S.IC I N wezglzt C c- rient 2 .3 : Ttimsw , DISPOSPiI;_ ART Z,CT,E :IIIFDRh4ASIOk7 sTa7T Pol t:er ere fi.1in base Photographs' ge14tliie. Si1vex halides : ttisCE3laneous a;( - g ves Co t Small :7iiriourits:.'I,aridfi3l or 'dispose: in accordance with :local state or • federal saegul :Dior ' .g A orge m : ounts Carr be .iricinerat-ed when in •. complianc,.e wi.t , • lopal regnlatdons: 7041NSPORT.AND L ABEZS,ING,I2E3CL it Rochester it York BUIL • to ''Catise'ariy:licakt o r s oat hazardsus to health L' 13EAL1E AMU.' :sa a 4 :i' ':General': This: .pud r is n ot' ei extnd baaar'ds, when: used: • as .,4 6i.ded 4 Health: Aslieccs EST • , Color F> Irns. are 4 Eire kiazard an Ext~i iii Pied a SSTAR,CoIor.Films pass the standard safety film testi: °ISO 543 al ig Phot ography phatograp1.1zc :fi lins.',� Specifications for; :safety. f irau._' triah, pokyethyl2rie tnrepht:bala • te filiir •base is a •combustible ivat:eria1 •%t' _xs mot i?as1I - y flamivable Ctxoaiderab1e heatlog aLiove .ambient doi1di:t4.ons : s:rcrn,# he 'fore .ignition. :and. corobustaoii can ocenr:' The products ,4f coiibustion::depend.:on , tie burning conii ie • and a re like bo aziclu 'carbon: lrionwricle oxides of 'n t rog a • ox?des:of Sulfux Iis'tkie e7ent off'a fora, are f�ghtfirs sliotti wear s elf conta lsreaklsing appa sad pr ective clothing xtingi sh .rig Media '•: WatE Sprap,• ;carboxt dioxide 02 (i2) dry:'chettu al. 700Uo00d/.F /USA' :' ..' Ap nat.10'f1S/20o7. • D ate:: '.t}5:/T$/2;005;:; • 2/2.''r mare•,- +tiw.:f ▪ EWE) FOR :QED 2007 Not Subject to the •regulat1oris on transport; amid labelling that •apply to hazardous chew -gal substances • TdRAGE c}THER .INFORI4A rLotl: 'iiae i fb> mat1Qa eontainetl' h is fiirnfshed' wi tl?but wrarranty • of: 'any r. kind.: Users: shou3.d• consider t<he asupplement to other in ormation gat heracl by': them afld must '[sake independent det'erminat bus 'of suitab3xxty.:and completeness of,- Ynfaxiti f rom a1I saurties tb assure p roper use', and dl's posal .af these; matenja1s and ' the 'safety and heal th of • ecnp3.gyees ' cus> aBers and f he 'prQtectibn o the eiivi#ti•ent kNi!a ti 5/ s io"N 2575 Ph no: = 1.925(2504 Fax SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 UREA DRIVE SUITE 400 LENEXA. KS. 66214 -1695 TEL• 913 -307 -5300 FAX: 913- 307 -5400 VdE� WWWHENDERSONENCINEERS.0011 PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT J SHOPPINGTOWN SOUTH CENTER 633 Southeenter Drive, King County Tukwila, Washington BiliNgIggggggigfig ° aa�aa�aaaa$a kmtra213_ W g 44 8 1 1 W _§ r h X 421 KEY PLAN: ISSUE INFORMATION: RECEIVED JUL 12 2017 1'tP1MI I utri I SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: NO SCALE test nte, Cad= 1.92$.0244 Email stic@i3tldno. SHEET TiTLE: GENERAL ACCESSIBILITY NOTES, CHARTS AND SCI-EDULES SHEET NO.: T106 DATE: INFORMATION: 4 -21 -05 FEASIBILJTY 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 PARK NG STRUCTURES ' J V C- 1 2 l 7 CODE s .OMPLI : , CE APPROVED JUL 2 7 2007 City Of Tukwita BUILDING D3`V V a LEGEND 17 TRAVEL ROUTE - LOADING DOCK TO FREIGHT ELEVATOR RECEIVED JUL 12 2007 Pt HMII Ut1N1: evi ■ - a>• ro i� Rest -red • rch te 25 J Ave., Sian Ja•'nto, Phone: 21.92512504 1F-ax: 55122.0244 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 PROJECT FOR: umc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W AI c�iebd W Tr; H E N D E R S O N ENGINEER S INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX 913-307 -5400 WEB: WWW.HENDERSONENGINEERS.0011 amc SHOPPING TOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ggiffigghlgialgiffiggil F ° aaaa a a a a mcomD_tu ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET TITLE: s§ PROJECT NO.: 223 - 383 -05 SCALE: 1/64' -1'-0' OVERALL SITE DEVELOPMENT PLAN MALL LEVEL 1 SHEET NO.: A001 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 NORDSTROM ES RESSO 3 LEVELS 171,275sf BEN :R{L0E PARFUMERIE SUNCOAST FICTION PICTURE WALDENBOOKS SEARS 3 LEVELS 169,390sf GODIVA GODIVA BIAGIO - i VERJZON WIRaESS MADE IN WASHINGTON SPENCER GIFTS PUBLIC CORK. PNC BANK S PARKING STRUCTURES FLEX THEATRE TE � VEMENT LEVEL. 3 EATFE LEVEL DESIGN macys 4 LEVELS 250,407sf \. 1U2u* V1ti5wrF+rmf "' F L}'7lIInFlln1i1mK111 �I1t�.imRni1m[. STARBUCKS SEA ME MARINERS • TEAM SHOP PACIFIC SUNWEAR PUBLIC CORRIDOR •sir "L�i'ii►�iir 1 ISIS THE TUX SHOP SHIRTZ TO GO C • TINDER BOX CLAIRE'S GURNEYS ASKIN GRINS JAMES G.N.G. KITS CAMERA PIERCING PAGODA SPECS IN THE CITY MOTHERHOOD MATER SILVER & GOLD & BA DS _i/STAND PAYLESS SI4OESOURCE KIDS LOCKER ROOM 2 LEVELS 65,237sf I g 3 L EV E LS 276,468sf FRED MEYER JEWELERS • JUST SPORTS WHISTLE WORKWEAR CHOICE CASUAL KING COUNTY LIBRARY +anew MEM 11111111 111111 Eli SIGNALIZED IN T ERSECTIO C TrrT1 i� I- 1 City Of Tukwila � BUILDING DI ' `IQ L CODE CON1PLIANCF APIIVED JUL 2 7 2007 RECEIVEL 41 12 2001 i'I:HMI Utri in D- .: n ro tman e re. , rch tect 2575 an J 'n10 - ve. San Ja into, Californ a 92533 -5318 Ph ne: 9 1.925 2504 Fax: 951.940244 1 Email stk @btkinc. om 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 I4.1 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 WEB: VNAV.HENDERSDNENGINEERS.00M PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: J amc 16 THEATRES AT SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington (§ 2Miallf2 {a I� ( { 'i I ( 'i ( � I v_'w u_Ei 2 M tl5 i15I B i15 tl5 il5 ri5 51 175 FQQ�QQQQQQQQ mrn�a_w H -§! pi Li 41 g &HIM ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: 1/64' 4-0' SHEET TITLE: OVERALL SITE DEVELOPMENT PLAN PARKING LEVEL 2 SHEET NO.: A002 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 iiiiiinimmenassummosuP � �i�{.7 I�l1l11 N ,� i t n n goal u ,l 1 t J S1 r i' tb ill Si II I •: Al_ ar ri u ;�H Ill � r : L1narrr ivivor eo ra .'= ....... 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THE INFORMATION ON THIS SEET IS FOR AMC DEVELOPMENT AND LAYOUT PURPOSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NOTED OTI- ERiNISE B. ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS E SI-ELTERS, SAL E ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, STALL/CURB STRIPING ARE UNDER SEPARATE CITY OF TUKWILA BUILDING PERMIT BY LANDLORD AND LANDLORD'S ARCHITECT OF RECORD. C. ALL VERTICAL CIRCULATION SYSTEMS INCLUDING ELEVATORS, ESCALATORS TIEIR REQUIRED EQUIPMENT, HARDWARE, STRUCTURE SUPPORTS, SHAFT ASSEMBLIES ARE UNDER SEPARATE CITY OF TUKWILA BUILDING PERMIT BY LANDLORD AND LANDLORD'S ARCHITECT OF RECORD. 0 0 RF.lieVED FOR ..� CODF MPUA6S11,_,,E APED ,UL <17 noi City Of Tukviiia BUILDING DIVISION RECEIVED JUL 12 2007 FtNNII 1 (;Ltol l Lt , x H O z W H �e 2575 Phone: 9 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 ENG�IN EERS INCORPORATED stn ted Architect J n ne ca Califon - 6e 925335318 1.925 504 Fax W92q.0244 anal stk s(kinc.carn 8325 LENIXA DRIVE SUnE 400 I(A. KS. 66214 -1695 1EL• 913 - 307 -5300 FAX 913-307 --5400 WEB: WWWJiENDERSONENCINEERS.0014 PROJECT FOR: amc 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, Washington J in Den T roditman W AT dl[e!d ISSUE INFORMATION: 4 44 4 L KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: 1' - 32'-0' SHEET TITLE: SITE PLAN PARKING LEVEL 3 SHEET NO.: A003 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 '4 VNL_r - r \ EEO LED o cpP ■ ■ ■ ■ ■ • ■ ■ • ■ • • • • 11 I ■ ■ IIIIIIIIIIIIII Il1Iuhi�. 1II ..-.` II I ■HtWIIII ■ 2:1L1 LEI=1 1=D E 'D DT \ [=E] u II ill III 111 IN NI MI 1M 111 EL [7=� EC: ED � LED :OD E=3 01 1 = �_.... TRASH COMPACTOR l 17071 EL:1=1 COD : CD: ENLARGED LOADING DOCK AREA PLAN 1/16' -1'-0' LEGEND ■ ■ Rs NI It TRAVEL. ROUTE LOADING DOCK TO FREIGHT ELEVATOR NOTE: THE NFORMATION ON THIS SI-EET IS FOR AMC DEVELOPMENT AND LAYOUT PURPOSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NOTED O11- 62WI5E. ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS & SI- ELTERS, GENERAL & ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, & STAL LJCL 8 SWIPING ARE UNDER SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND IT'S ARCHITECT OF RECORD DS & A INC. ALL VERTICAL CIRCL LATION SYSTEMS INCLUDNG ELEVATORS, ESCALATORS & TI--EJR REQUIRED EQUIPMENT, HARDWARE, STRUCTL IRE SUPPORTS, SHAFT ASSEMBLIES ARE UNDER SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND IT'S ARCHITECT OF RECORD DS & A INC. CODE COMP. PP._,y I X00-, 2 1 20T i i3 �Qi O Z rt E� RECEIVED JUL 12 2007 I'tHMI 0tN1b Ke in De.: n rothtmen Re ist�ereli Arch to 2575 n Jacinto Ave. Sin Ja nta ifom 92 Phpne: 911.925,2504 Fax 1.9 0244 f sik ai 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: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W AT 3 L k , W� a IAA E N G II N E E R S INCORPORATED 8325 LERMA DRIVE SITE 400 LENEXA, KS. 66214 -1695 1EL: 913 -307 -5300 FAX 913 -307 -5400 vlEe www.HENDERSONEN 6HEERS.00M amc sd 1ekf SHOPP1NGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g EMMEMMil E`E3wE`M3`iOl<iEuiB 5151 §t gg FQQQQQ ".?z mcn20.w ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/64'- 1'--O' SHEET TITLE: ENLARGED SITE DEVELOPMENT PLAN PARKING LEVEL 1 SHEET NO.: A004 63x5368 3tldnc.com ABBREVIATIONS MECHANICAL SYMBOLS ELECTRICAL SYMBOLS A A AMPERES, AIR (COMPRESSED) A/c AIR CONDITIONING ACC AIR COOLED CHILLER Accu AIR COOLED CONDENSING UNIT AF AMPERE FUSE AFC ABOVE FINISHED CEILING AFa ARC FAULT CIRCUIT INTERRUPTER AFEA AREA FOR EVACUATION ASSISTANCE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDUNG UNIT Al ANALOG INPUT AIC AMPERE INTERRUPTING CURRENT AL ALUMINUM AO ANALOG OUTPUT ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE B B BOILER BAS BUILDING AUTOMATION SYSTEM BD BACKDRAFT DAMPER, SLOWDOWN BET= BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BFP BOILER FEED PUMP BI BINARY INPUT BKR BREAKER BO BINARY OUTPUT BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BOS BOTTOM OF siRUCTURE BTU BRMSH THERMAL UNIT C C CONDUIT CD CANDELA CT CURRENT TRANSFORMER CATV CABLE TELEVISION SYSTEM ccTV CLOSED CIRCUIT TELEVISION CH CHILLER CFM CUBIC FEET PER MINUTE CKT CIRCUIT CP CONDENSATE PUMP CRAC COMPUTER ROOM AIR CONDITIONING UNIT CRU COMPUTER ROOM UNIT CT COOLING TOWER CTP COOLING TOWER PUMP CU COPPER, CONDENSING UNIT CWP CHILLED WATER PUMP D DDC DIRECT DIGITAL CONTROL DI DIGITAL INPUT, DUCTILE IRON DPOT DOUBLE-POLE, DOUBLE -THROW DPI DIFFERENTIAL PRESSURE INDICATOR SINGLE -THROW DPST DOUBLE -POLE, SINGLE -ROW DS DOWNSPOUT, DUCT SILENCER DX DIRECT EXPANSION EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EF EXHAUST FAN EPO EMERGENCY POWER OFF ESFR EARLY SUPPRESSION FAST RESPONSE ETR EXISTING TO REMAIN EWB ENTERING WET BULB EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE F FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTH ERS /OWNER U FLOOR O DRAIN rr FD FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FHC FIRE HOSE CABINET FL FLOW LINE FTA FULL LOAD AMPS FLR FLOOR FU FURNACE FVNR FULL- VOLTAGE, NON- REVERSING G GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY G, GND GROUND GPM GALLONS PER MINUTE GRS GALVANIZED RIGID STEEL H HD HEAD, HUB DRAIN HOA HAND-OFF-AUTOMATIC HTG HEATING RIR HEATER HW HEATING AND VENTILATING UNIT HWP HEATING WATER PUMP I IE INVERT ELEVATION IG ISOLATED GROUND IN WC INCHES OF WATER COLUMN U JB, J -BOX JUNCTION BOX K kcmii 1000 CIRCULAR MILS kV KILOVOLT kVA KILOVOLT -AMPS kVAR KILOVOLT -AMPS REACTIVE kW KILOWATT kWH KILOWATT -HOUR L L LOWER LAT LEAVING AIR TEMPERATURE Lab LEAVING DRY BULB LF LINEAR FEET LP LOW PRESSURE LRA LOCKED ROTOR AMPS LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE M MAN MASTER ANTENNA TELEVISION SYSTEM MALI MAKE-UP AIR UNIT MAX MAXIMUM MBH 1000 BTU PER HOUR MCA MCA MINIMUM CIRCUIT AMPACFFY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER M D MOTORIZED DAMPER MOP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB WIN SWITCHBOARD MS/TP MASTER SLAVE/TOKEN PASSING - COMMUNIC TRUNK MTD MOUNTED MU MAKE-UP N N/A NOT APPLICABLE N/0 NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NL NIGHT LIGHT N/o NORMALLY OPEN 0 OA OUTSIDE AIR OC ON CENTER OS O CUPANCY P PCR PUMPED CONDENSATE RETURN PDI PLUMBING DRAINAGE INSTITUTE PDU POWER DISTRIBUTION UNIT PH, 0 PHASE PP/ POST INDICATOR VALVE PNL PANEL PNLBD PANELBOARD P (corm) PROVIDE FURNISH AND INSTALL PRV PRESSURE REDUCING VALVE PT POTENTIAL TRANSFORMER PTZ PAN, TILT, ZOOM Q Orr QUANTITY R RA RETURN AIR RC ROOM CRITERIA RC P REINFORCED CONCRETE PIPE RD ROOF DRAIN REV REVISION R RELATIVE t ROOF Hoop RHG REFRIGERANT HOT GAS R LA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT S SA SUPPLY AIR SD SMOKE DEFECTOR SF SQUARE FEET, SUPPLY FAN SPOT SINGLE - -POLE, DOUBLE -THROW SPST SINGLE -POLE, SINGLE -THROW SP STATIC PRESSURE, SUMP PUMP SS STAINLESS STEEL, SANITARY SEWER, SOIL STACK ST STEAM TRAP SEC SOUND TRANSMISSION CLASS "+ sT SWBD SWITCHBOARD T TC /C TEMPERATURE CONTROLS CONTRACTOR TDH TOTAL DYNAMIC HEAD TFA TO FLOOR ABOVE TFB TO FLOOR BELOW TL TWISTLOCK TT TEMPERATURE TRANSMITTER TWU THROUGH WALL AIR CONDITIONING UNIT D U/F UNDERFLOOR U/G UNDERGROUND UH UNIT HEATER U/S UNDERSLAB UL UNDERWRITERS LABORATORIES, INC. UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY V V VOLT(S) VAC VOLTS ALTERNATING CURRENT DDC VOLTS DIRECT CURRENT VAV VARIABLE AIR VOLUME VCP VITRIFIED CLAY PIPE VFD VARIABLE FREQUENCY DRIVE VS VENT STACK VTR VENT THROUGH ROOF W W WIRE W/ WITH W/O WITHOUT WB WET BULB we WATER COLUMN we WATER GONG WPD WATER PRESSURE DROP WP WEATHERPROOF WS WASTE STACK WT WATERTIGHT, WEIGHT X XFMR TRANSFORMER XP EXPLOSION -PROOF PIPING POWER EQUIPMENT & DEVICES WIRING DEVICES & OUTLETS DOMESTIC WATER 7- 18--06 mm mur ELECTRICAL SERVICE PANELBOARD (SURFACE OR FLUSH MOUNT) I= = TERMINAL CABINET (SURFACE OR FLUSH MOUNT), TYPE AS NOTED PLYWOOD TERMINAL BOARD FOR TELEPHONE SYSTEM, UNO. SIZE AS NOTED. ® O CI CI FA • . $ SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) $ SWITCH LETTER DESIGNATIONS AS FOLLOWS: 2 = TWO POLE WALL SWITCH OSx = OCCUPANCY SENSOR (x = TYPE) 3 = THREE -WAY WALL SWITCH P = SPST PILOT LIGHT SWITCH (UT WHEN ON) 4 = FOUR -WAY WALL SWITCH K = KEYED LIGHT SWITCH D = DIMMER TYPE SWITCH M = MOTOR RATED SWITCH E = EMERGENCY TYPE SWITCH LV = LOW VOLTAGE PUSH - BUTTON SWITCH d SIMPLEX RECEPTACLE - NEMA 5 -20R, UNO 6 DUPLEX RECEPTACLE - NEMA 5 -20R, UNO DOUBLE DUPLEX RECEPTACLE - NEMA 5 -20R, UNO HEAVY DUTY RECEPTACLE - NEMA TYPE AS NOTED TWIST-LOCK TYPE RECEPTACLE RECEPTACLE INSTALLED 6" ABOVE COUNTER OR BACKSPLASH CEILING MOUNTED DUPLEX RECEPTACLE RI FLOOR MOUNTED DUPLEX RECEPTACLE ISOLATED GROUND (DUPLEX RECEPTACLE, SIMILAR FOR OTHERS) EMERGENCY POWER (DUPLEX RECEPTACLE, SIMILAR FOR OTHERS) 0 RECEPTACLE INSTALLED VIA DROP CORD RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS: C = CLOCK HANGER TYPE IG = ISOLATED GROUND E = EMERGENCY POWER GFCI = GROUND FAULT CIRCUIT INTERUPTER S = SWITCHED WP = WEATHERPROOF @ POKE THROUGH @ A = TYPE, SEE SCHEDULE V TELEPHONE OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, LINO. 7 TELE /DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. V DATA OUTLET -- FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. • Y • J MULTI- OUTLET SURFACE RACEWAY WITH NEMA 5 -20R COLD (CW) IC BALL VALVE CONTROL SCW SOFTENED COLD WATER (SCW) -- DOMESTIC D VALVE HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) 1 40° 140' T -WAY CONTROL VALVE 1--, // ELECTRICAL DISTRIBUTION PANELBOARD DOMESTIC HOT WATER (140') S PIPING FLOOR SHUTOFF VALVE '- [%/////,!//,I / 200 3D ► ® C TS SWITCHBOARD OR MOTOR CONTROL CENTER ON HOUSEKEEPING PAD MOTOR 3/150 DISCONNECT SWITCH - "200/3/150" DENOTES AMPERES /POLE /FUSE NF- NON -FUSED CB= CIRCUIT BREAKER (200/3/CB) 3/15/1 COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR STARTER "30 /3/15/1" DENOTES AMPERES /POLE /FUSE /NEMA STARTER SIZE NF= NON-FUSED CB= CIRCUIT BREAKER (30/3/CB/1) 2 MAGN MOTOR STARTER, NEMA SIZE AS NOTED. 3 -POLE, UNO. MANUAL STARTER L MAGNETIC CONTACTOR, SIZE, COIL VOLTAGE AND NUMBER OF POLES AS INDICATED (L= LIGHTING CONTACTOR, P= POWER CONTACTOR) TEMPERATURE SENSOR (REFER TO MECHANICAL) P HOTOCELL INDICATING LIGHT PUSH BUTTON STOP -START PUSH BUTTON CONTROL STATION HAND -OFF -AUTO PUSH BUTTON CONTROL STATION MUSHROOM -TYPE PUSH BUTTON / OVERHEAD PADDLE FAN SANITARY - ABOVE (5) - — - S - — - SANITARY PIPING - BELOW FLOOR (S) CHECK VALVE �] BALANCING CW3 VALVE WITH PRESSURE PORTS DUTY W WASTE PIPING - ABOVE FLOOR (W) - _ - - W — - WASTE PIPING - BELOW FLOOR (W) CWP CONCESSION WASTE PIPING (CWP) TRIPLE VALVE WITH PRESSURE PORTS STRAINER I y I GW GREASE WASTE - ABOVE FLOOR (GW) _ —GW— GREASE WASTE - BELOW FLOOR (GW) ST I { STRAINER WITH BLOWOFF RELIEF /SAF VALVE Al STORM DRAIN - ABOVE FLOOR (ST) — ST — — STORM DRAIN - BELOW FLOOR (ST) SO LENOID VALVE OST OVERFLOW STORM DRAIN - ABOVE FLOOR (OST) PRESSURE REDUCING VALVE AW ACID WASTE - ABOVE FLOOR (AW) --- — AW — — ACID WASTE - BELOW FLOOR (AW) —" -- AV - - -- ACID VENT (AV) O o- GAS PRESSURE REGULATOR THERMOSTATIC MIXING V VENT PIPING (V) ID VALVE INDIRECT DRAIN ID ( ) XPA PIPE ANCHOR EJ CD CONDENSATE DRAIN (CD) - -� EXPANSION JOINT T TRAP PRIMER PIPING (T) CA COMPRESSED AIR (CA) G SPRINKLER HEAD (PENDANT) V SPRINKLER HEAD (SIDEWALL) • • NATURAL GAS (G) (10" W.C.) MPG ••® * ‘ MEDIUM PRESSURE NATURAL GAS (MPG) (2 PSI) FOS FUEL OIL SUPPLY SPRINKLER HEAD (UPRIGHT) FOR FUEL OIL RETURN FOV FUEL OIL VENT — PIPE GUIDE PIPING ROOF SUPPORT N NITROGEN (N) X F & T TRAP 0 OXYGEN (0) NO NITROUS OXIDE (NO) -- - BUCKET TRAP FIRE ALARM NPW NON POTABLE WATER (NPW) LIQUIFIED 0 THERMOSTATIC TRAP BACKFLOW PREVENTER "C� FACP - FIRE ALARM CONTROL PANEL (SURFACE OR RECESSED MOUNTED) MISC ANNUNCIATOR PANEL _ RA - REMOTE ANNUNCIATOR PANEL FPC - FIRE PUMP CONTROLLER RD - REMOTE DIALER GSP - GENERATOR STATUS PANEL ESP - ELEVATOR STATUS PANEL AHSP- AIR HANDLER STATUS PANEL VE - VOICE EVACUATION PANEL FIRE ALARM PULL STATION S SMOKE DEILCTOR, E = ELEVATOR RECALL S sD DUCT SMOKE DETECTOR SD= SUPPLY RD- RETURN ( ) H 165 HEAT DE I LCTOR NUMBER = TEMP RATING, RR =RATE OF RISE, COMB =SMOKE /HEAT 1 S 'I /)) PROJECTED BEAM DETECTOR F WATER FLOW ALARM SWITCH (ALARM) GS GATE SWITCH (SUPERVISORY) F FIRE ARM STROBE LIGHT ALARM 3 o MOUNT DEVICE BETWEEN 80 „ AND 84” TO CENTERLINE OF STROBE ABOVE FINISHED FLOOR. FIRE ALARM SPEAKER - WALL MOUNTED O F FIRE ALARM SPEAKER - CEILING MOUNTED FIRE ALARM WALL MOUNTED WEATHER PROOF BELL /STROBE 15, WP SPEAKER/STROBE FIRE ALARM WALL MOUNTED 3 MOUNT DEVICE BETWEEN 80 S AND 84 TO CENTERLINE OF STROBE ABOVE FINISHED FLOOR. F • FIRE ALARM BELL a r F ® FIREMANS PHONE JACK M FIREMANS PHONE JACK M = MASTER PHONE STATION M AFEA OF REFUGE 2 -WAY COMMUNICATION SYSTEM M - MASTER PHONE STATION DH MAGNETIC DOOR HOLD -OPEN DEVICE RL REMOTE INDICATING LIGHT RT REMOTE TEST STATION FR FAN SHUTDOWN RELAY LPG PETROLEUM GAS (LPG) LPG ) VAC VACUUM 1-0 (VAC) WS WATE SERVICE WS ( ) FP PRESSURE GAUGE THERMOMETER RECEPTACLES 12" ON CENTER, UNO. 8 THERMOSTAT J OR OJ JUNCTION BOX MULTI-SERVICE FLOOR BOX WITH TELEPHONE, DATA AND POWER OUTLETS A A = TYPE, SEE SCHEDULE �_ 0 EI ))))) CEILING MOUNTED OCCUPANCY SENSOR (x = TYPE) OSx FIRE PROTECTION (FP) HPS • HIGH PRESSURE STEAM SUPPLY (HPS) - - -- HPC - - -- HIGH PRESSURE STEAM CONDENSATE (HPC) MPS MEDIUM STEAM _____II I-- UNION PRESSURE SUPPLY (MPS) - - -- MPC - - -- MEDIUM PRESSURE STEAM CONDENSATE (MPC) LPS I—w FLANGE CONNECTION HOSE BIBB ' —�- ( HB) LOW PRESSURE STEAM SUPPLY (LPS) --- LPC - - -- LOW PRESSURE STEAM CONDENSATE (LPC) PD — Ii- NONFREEZE WALL HYDRANT (NW) SWITCH CONDENSATE PUMP DISCHARGE (PD) HWS HEATING HOT WATER FLOW MANUAL / AUTOMATIC AIR VENT OR VACUUM SUPPLY (HWS) - ---- HWR - - -- HEATING HOT WATER RETURN (HWR) CWS WATER CIRCUITING & WIRING RELIEF VALVE - -�I CLEANOUT CHILLED SUPPLY (CWS) --- CWR --- CHILLED WATER RETURN (CWR) HCS HOT SUPPLY 7 5 3 HOMERUN TO PANELBOARD, ARROWS INDICATE NUMBER OF CIRCUITS, HASH MARKS INDICATE NUMBER OF CONDUCTORS. INFORMATION AT OR P1 ARROWS ARE CIRCUIT NUMBERS AND PANELBOARD. P1 -3,5,7 EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT (GREEN INSULATION OR BARE) �1 ISOLATED GROUNDING CONDUCTOR IN CONDUIT (GREEN INSULATION WITH YELLOW TRACER) ..-----■ CONDUIT CONCEALED — CONDUIT IN /UNDER FLOOR /GROUND CONSTRUCTION — - - — EXPOSED CONDUIT - EMERGENCY CONDUIT - -� LOW VOLTAGE CABLE CONDUIT TURNING DOWN ] CAP WALL /CHILLED WATER (HCS) - - -- HCR - - -- HOT/CHILLED RETURN (HCR) CHILLED WATER URN HCR) �� CLEANOUT (WCO) Q FLOOR CLEA NOUT (FCO) DIRECTION OF FLOW —CS CONDENSER WATER SUPPLY (CS) --- -- CR - - -- CONDENSER WATER RETURN (CR) HS HEAT PUMP SUPPLY (HS) -----HR----- HEAT PUMP RETURN (HR) o EXTERIOR CLEANOUT (EGO) _..._ --}p ELBOW UP -- --_} -� ELBOW DOWN --401 TEE UP RL REFRIGERANT LIQUID (RL) I :I TEE DOWN RD REFRIGERANT DISCHARGE (HOT GAS) (RD) RS — I ELBOW UP WITH SHUT -OFF VALVE (50V) �� ELBOW DOWN WITH SHUT -OFF VALVE (SOV) REFRIGERANT SUCTION (RS) ( ROB REFRIGERANT DISCHARGE BYPASS (ROB) REFRIGERANT RV VENT (RV) 4 EXISTING PIPING TO BE REMOVED —151 TEE UP WITH SHUT-OFF VALVE (Soy) I5 DOWN TEE WITH SHUT-OFF VALVE (SOV) " ,q" T WATER HAMMER ARRESTER (WHA) EXISTING PIPING TO REMAIN CONDUIT TURNING UP � FLO SINK (FS), SIZE &TYPE ,,., -' FLOOR DRAIN (FD), SIZE & TYPE WITH PDI SIZES, (A, B, C, D, & E) PUMP -- I -0 CONNECTION POINT OR EQUIPMENT TERMINATION t01 ROOF DRAIN (RD), SIZE & TYPE _.. --- OXYGEN OUTLET NITROUS OUTLET RECIRCULATION P-TRAP --- EQUIPMENT TERMINATION COCK - -® if! GAS LIGHTING --- - -IN OXIDE —® AIR OUTLET --- NITROGEN OUTLET TRAP PRIMER A I ° i O FLUORESCENT LUMINAIRE: a = SWITCHED BY SWITCH "a" LUMINAIRE "A" -ID --ill VACUUM OUTLET Qo TRAP PRIMER WITH DISTRIBUTION UNIT I o I (SEE LUMINAIRE SCHEDULE) A = TYPE STANDARD MOUNTING HEIGHTS MISCELLANEOUS HVAC EQUIPMENT & DUCTWORK ELECTRICAL ONE —LINE & RISER o (AFF, AFG, UNLESS NOTED OTHERWISE) MECHANICAL MECHANICAL OR FIRE PROTECTION PLAN CALLOUT NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. I =I SEE SECTIONS 15250 AND 15891 OF THE SPECIFICATIONS FOR DUCTWORK TO RECEIVE INSULATION OR LINER. 800A SWITCH 400A DRAWOUT CIRCUIT 1 3P RATING AS SHOWN 3P BREAKER. RATINGS AS SHOWN, 3 POLE, SECURITY THERMOSTATS (USER ADJUSTABLE) 48" CONTROLS (CENTERLINE) 48" ELECTRICAL 1 O 1 Ol PLUMBING PLAN NOTE CALLOUT ELECTRICAL PLAN NOTE CALLOUT TECHNOLOGY PLAN CALLOUT e CARD READER, 48" AFF TO TOP OF READER Ac D ACCESS CONTROLLED DOOR ELECTRIC DOOR LOCK KP KEY PAD, 48" AFF TO TOP OF KEY PAD MD MOTION DETECTOR PB PANIC BUTTON (D= DESK W= WALL F= FLOOR) CLOSED CIRCUIT TELEVISION CCTV (PAN TILT ZOOM) PTZ ( ) - EXISTING DUCTWORK OR EQUIPMENT TO REMAIN v UNO ' FLUORESCENT LUMINAIRE ON EMERGENCY POWER SOURCE ]�'`^ - LINEAR SLOT DIFFUSER INSULATED FLEXIBLE DUCT (MAX. 5' -0" LONG) BRANCH DUCT WITH 45' RECTANGLE -ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER I 200A FUSED SWITCH i 200A COMBINATION FUSED AMP RATING AND FUSE AMPS SWITCH STARTER SWITCH/ STARTER TYPE AS SHOWN FRS 3 NEMA 1 A v v LIGHTING TRACK WITH LUMINAIRE TYPES AS INDICATED CLOCK OUTLETS (CENTERLINE) 84" CONTROLS (CENTERLINE) 48" EXIT SIGNS (WALL MOUNTED, BOTTOM) 87" INTERCOM (AFEA ONLY) 36" INTERCOMS 48" PANELS PANELBOARDS (TOP) 72" / ( ) PHOTOCELLS 144" RECEPTACLES (CENTERLINE) 18" RECEPTACLES (EXTERIOR) 24" RECEPTACLES (GARAGES) 26" RECEPTACLES IN EQUIPMENT ROOMS 48" REMOTE INDICATING LIGHT (EQUIPMENT ROOMS) 48" REMOTE INDICATING LIGHT (FINISHED AREAS) CEILING SAFETY SWITCHES 48" STARTERS 48" SWITCHES (BOTTOM) 48" TELEPHONES (PUBLIC) 1 © 48 ", 1 (g) 36" TELEPHONE OUTLETS (CENTERLINE) 18" TELEPHONE TERMINAL BOARD (BOTTOM) 6" TELEVISION OUTLETS 18" PLUMBING EQUIPMENT DESIGNATION an INSTALLED) (CONTRACTOR FURNISHED RE RE REFER FER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES C' I I 225A CIRCUIT BREAKER ( 225A COMBINATION CIRCUIT ` 3P RATINGS AS SHOWN, 1 3P BREAKER /STARTER 3 POLE, UNO NEMA 1 n n n n M IRROR LIGHTS LUMINAIRE SCHEDULE (SEE SCHEDULE) � ELBOW WITH TURNING VANES A LUMINAIRE - CEIUNG / WALL MOUNTED. O "A" A - LUMINAIRE TYPE A ��" A �-`" °Y ` ®I WALL WASHER LUMINAIRE - ARROW INDICATES DIRECTION. + T & A = LUMINAIRE TYPE "A" co A � El WALL MOUNTED LUMINAIRE. r a A = LUMINAIRE TYPE "A" c A EXIT SIGN - CEILING WALL MOUNTED, ARROWS AS INDICATED. ��� "A" A = LUMINAIRE TYPE A ( SEE LUMINAIRE SCHEDULE) VC4 EMERGENCY BATTERY PACK LUMINAIRE - CEILING /WALL MOUNTED. QV (SEE LUMINAIRE SCHEDULE) OWli — 1 — COVE LIGHT A A = LUMINAIRE TYPE "A" (SEE LUMINAIRE SCHEDULE) 1 EQUIPMENT DESIGNATION ,.r (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION m BRAN DUCT WITH BELL -MOUTH FITTING & MANUAL V CONTROL DAMPER (CONTRACTOR FURNISHED AND INSTALLED v UNLESS NOTED OTHERWISE) S CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE FCL I TX# TRANSFORMER TYPE AND RATINGS !Norm- vM Am COMBINATION DIGITAL VOLT METER/ AMMETER a . RETURN AIR PATH CHASE RETURN OR OUTSIDE AIR DUCT UP - I I L AS SHOWN SIGNALING UPPER NUMBER INDICATES DETAIL NUMBER LOWER TRANSFORMER SIGNALING BELL © LV T RANSORMER SIGNALING BUZZER ,\, I'd RETURN OR OUTSIDE AIR DUCT DOWN FbR? FE EDER IDENTIFICATION + Mr NUMBER INDICATES SHEET NUMBER REFER TO FEEDER SCHEDULE EXHAUST AIR DUCT UP GFR GROUND FAULT RELAY VOLTAGE SENSING RELAY ;7. Iv EXHAUST AIR DUCT DOWN m COMMUNICATIONS TECHNOLOGY SUPPLY AIR DUCT UP ST SHUNT TRIP OE i SPEAKER HORN PROJECTION TYPE Os SPEAKER v VOLUME CONTROL 0 MICROPHONE JACK COMBINATION SPEAKER/ 0 CLOC (� SYSTEM CLOCK (J O ELAPSED TIME METER Ic INTERCOM PS POWER SUPPLY POKE THROUGH ®A A = VOICE, DATA CABLE COUNT A COMMUNICATIONS OUTLET - WALL MOUNTED ® A - VOICE DATA CABLE COUNT , COMMUNICATIONS OUTLET - SURFACE OR A RACEWAY MOUNTED. A = VOICE, DATA CABLE COUNT A MULTI - SERVICE FLOOR BOX WITH TELEPHONE, �� DATA AND VIDEO OUTLETS. A = VOICE, DATA CABLE COUNT I SURFACE RACEWAY WITH TURNUP /TURNDOWN I� I 1 ENCLOSED COMMUNICATIONS CABINET V';''' 1 FREE STANDING EQUIPMENT RACK AMMETER, RANGE AS SPECIFIED OR REQUIRED 1:x":! I✓ �� SUPPLY AIR DUCT DOWN ����II . EQUIPMENT WITH FLEXIBLE DUCT CONNECTION O AMMETER SWITCH VOLTMETER SWITCH 0 Q_ / 10" CSD -1 300 CFM ® VOLTMETER, RANGE AS SPECIFIED OR REQUIRED UTILITY METER (AS REQUIRED BY UTILITY) . ` 'L; - = . :1:_, 1, r. i s I ` I, � t i L ' = : ` x r � lY E./ '+ Vq � � 5 %; ' 4 ;, ": ` / i NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER UTILITY 24x24 CEG -1 800 CFM IF IZI METER SIZE, TYPE, CFM OF EXHAUST GRILLE D WAT -HOUR METER L MANUAL VOLUME DAMPER W H 15 "D" DENOTES DEMAND REGISTER, � I i 4 SQUARE TO ROUND TRANSITION "15" DENOTES MINUTES OF DEMAND INTERVAL 0 RISER DESIGNATION FD FIRE DAMPER �i FIRE SMOKE DAMPER SD SMOKE DAMPER OH HUMIDISTAT BD BACKDRAFT DAMPER HS 0 CO TS Vp Mp HUMIDITY SENSOR THERMOSTAT -3E- TVSS CURRENT TRANSFORMER RATING AS SPECIFIED OR REQUIRED POTENTIAL TRANSFORMER RATING AS SPECIFIED OR REQUIRED TRANSIENT VOLTAGE SURGE SUPPRESSOR AM AMPLIFIER 1 TELECOMMUNICATIONS ROOM CABLE TRAY Q TV OUTLET (VIDEO) I ANTENNA OUTLET (VIDEO) . CABLE TV OUTLET (VIDEO) 7� SATELLITE DISH CARBON DIOXIDE SENSOR TEMPERATURE SENSOR I GROUND CONNECTION _III GROUND CONNECTION WITH TEST WELL CABLE TRAY ( ' ' WALL SLEEVE NOTE: VOLUME DAMPER MOTORIZED DAMPER 4a, @HII GROUND ROD ,o I LIGHTNING ARRESTER = CONTACT (OPEN OR CLOSED) THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. HORIZONTAL CABLING -- BACKBONE CABLING 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 0 p RECEDED JUL 12 2007 PLHNII I UI_N I ; I , 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 HENDERSON IAA ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 -1695 PH 913.307.5300 FX 913.3E17.5400 wwW.HENDERS0NENGINEERS.00M PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC :REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET NO.: ISSUE INFORMATION: C SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: AS SHOWN SHEET TITLE: MECHANICAL/ ELECTRICAL/ PLUMBING LEGEND MEP100 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 0 L r 0 rs (4) GFGI/KP M401 (850 CFH) ! P401 2 -1 /2 "MPG FFB 1 -1/ "G "VTR M401i 3"VTR (500 CFH) 4 P40 1 1- 1 /4"G'TFB �P491 1-1/4"G 2 "MPG -F -2 "MPG 0 4 EXHAUST & INTAKE 6FGI/KP TYP. OF 3 1 MECHANICAL ELECTRICAL SCALE: 1 /16 " =1' -0" 5 1 3 "VTR 3"VTR (TYP.) 1 1 j . • . - -- $ S. PLUMBING ROOF PLAN PPPP4Q1 1 -1 /4 "MPG 2 "MPG 4- (500 CFH) 1 1/4 "MPG --i= EF 6 M401 REFER TO LANDLORD DRAWINGS FOR ROOF DRAINAGE r _. eFGI r eFG I/WP 4 I 850 CFH) P401 3"VTR M401 0 GENERAL NOTES: REFER TO SHEET M101 FOR GENERAL NOTES. 2. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT THE EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE. THE CONTRACTOR SHALL VERIFY THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. IF THE SIZE OF EQUIPMENT FURNISHED MAKES NECESSARY ANY CHANGE IN LOCATION OR CONFIGURATION, SUBMIT A SHOP DRAWING SHOWING THE PROPOSED LAYOUT. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE UTILITY CONNECTIONS, WEIGHTS AND PENETRATION LOCATIONS IF EQUIPMENT SUBMITTED IS DIFFERENT THAN THE BASIS OF DESIGN. PLAN NOTES: V DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR THE ROOFTOP UNIT. PROVIDE CURB DUCTWORK SIZED AS REQUIRED BY MANUFACTURER. 0 TRANSITION DUCTWORK WITHIN CURB TO SIZE NOTED ON M201 FOR RTU -2 AND M202 FOR RTU -3. i ROUTE REFRIGERANT PIPING DOWN THROUGH ROOF TO CRU -1. ELECTRICAL ROOF PLAN NOTES: O 3 DOWN TO BEVERAGE MACHINES, SEE SHEET E401 FOR CONTINUATION. TYPICAL OF 4. 30A /2P NEMA 3R DISCONNECT SWITCH, FIELD VERIFY FUSE SIZE WITH EQUIPMENT NAMEPLATE DATA. TYPICAL OF 3. 1" CONDUIT SLEEVE THROUGH ROOF FOR SATELLITE INTERFACE LINK. SLEEVE SHALL BE A MAXIMUM OF 5'--0" FROM SATELLITE MAST. PROVIDE 180' WEATHERHEAD UTILIZING MINIMUM 6" SWEEPS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. ROOFTOP UNITS PROVIDED WITH UN— POWERED WEATHERPROOF GFCI TYPE DUPLEX RECEPTACLES. ROUTE CONDUIT UP THROUGH ROOF CURB. WIRE EXHAUST FAN THROUGH GREEN PILOT LIGHT MOUNTED ADJACENT TO AUDITORIUM ELECTRICAL PANELBOARD. SEE E501, DETAIL 1. PROVIDE EMPTY 1/2" CONDUIT WITH PULL STRING DOWN THROUGH ROOF FOR CONNECTION TO ENERGY MANAGEMENT SYSTEM. WIRE EXHAUST FAN THROUGH SINGLE POLE SINGLE THROW LIGHT SWITCH, SEE DETAIL 8, E501. 6 C DOWN TO INTERIOR UNIT IN TELE. COM. ROOM, SEE SHEET E103 FOR CONTINUATION. aft 9 0 " DIN RECEWED JUL 12 2007 IJtHNII I I;tN ; I_i . 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 HENDERSON -`' ENGINEERS . . INCORPORATED B325 LENEXA DRIVE, SWITE 400 LENEXA, KANSAS 55214 PH 913.30'7.5300 FX 913.3E17.54170 WWW.HEN0ERS❑NENGINEERS.00M PROJECT FOR: mc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1116' ■ 1' -0' SHEET TITLE: MECHANICAL/ ELECTRICAL/ PLUMBING ROOF PLAN SHEET NO.: MEP201 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 1.925 •504 aK• 9.1.922 0244 Errtaii 531E it < 1 ■Arr rrMIIIlg 24x24 RG - 3 11 AUDITORIUM n4 13291 104 SEATS 1D "0 SD -2 245 10x12 M401 (TYP.) 12"0 SD -4 590 t 11401 (TYP.) 28x14 UP TO FPB -17 1215 SD -4 590 STOR 26x16 ,, 0 "0 SD 245 { AUDITORIUM *2 299 SEATS t ELF T85 Ei I � AUDITORIUM u3 3311 220 SEATS 12x12 EG -1 100 A. $2 en'', t_26 VAV- 1 24x20 UP TO VAV - 11 0 c�a Cl) 6!J C? 10"0 SD -3 385 SD--3 385 o E4 M �Ls q � �1 12x121 1 EG -1 " 4) 19_ L 12x12 EG -1 190 12x12 EG -1 185 1 14x12 12x1 1 EG -1 1 190 112x12 EG -1 ;185 AUDITORIUM 85 144 SEATS 4. 475 Ti p earma 6x6 UP SD -3 70 ` 1 0 SD -3 135 WOMENS (3a,a 1 0 • �I al 12 "0 SD -3 475 n�mma�saan a� ���a a1 aESasa�xsa . 8" SD -3 135 0 8 "(6 SD-3 135 8"0 SD -3 m ot 135 r" 14x16 U LI 12x20 CLOSE < . SD -2 24.0 (TYP.) I I , 1" SD -3 4 SEE SHEET M102 FOR CONTINUATION i5U - 4 1 I I 1 590 1 10"0 SD -2 245 x 0 N 24x24 RG -1 II I 11 1 1 1 I 4 1 I 1 1 1 1 11 I I 1 I 1 1 I I1 l I 1 1 I 1 I 1 1 0 10"0 SD -2 240 ' - 24x18 UP ROTUNDA I I I I I I 1 -- 24x24 RG -1 (TYP. 4) I 32x12 UP TO FPB -21-i- 26x8 UP TO FPB -22 I 12 "0 SD -4 590 26x8 UP TO FPB -19 26x8 UP TO FPB -18 I 26x8 I el'�1 1 I SWR 2 1240 8" 26x8 SWR -2 1275 12 "0 ■ SD -4 590 ■ 26x8 1 12 "0 1 1 SWR -2 1 SD -4 `124D 1 590 8 "0 SD -3 `G' 250 24x24 L s2 .l RG -1 AUDITORIUM n6 1 3201 170 SEATS 26x8 SWR -2 1240 =!c SD -3 of k 1 10"0 D -2 245 VENDING VAV -23 CO 0 O C9 1 1 *` 26x8 \\ SWR -2 `,1240 VEST si - 1 306 FPB -17 FPB -18 ( FPB -19 EG -1 JMK 100 14X14 ' UP _ 6x4 75 4 . 12x 21 205 LIENS 12x12 I I 309.1 205 EG-1 205 CLOSET • 24x24 HVAC FLOOR PLAN - LEVEL 3 WEST HALF GUEr SERVICE 10"0 I SD-2 240 ( 10 CLO 14x8 UP TO FPB-23 LIU 14x8 SWR -1 455 SD-2 245 (TYP.) A. N1 EXIT BOX OFFICE rWl SD-2 240 AUDITORIUM #7 ETA 144 SEATS • FPB -24 18x8 SWR -1 4) 22x16 UP TO FPB-24 M401 1 (TYP.) AUDITORIUM al 299 SEATS SD- . 240 ICE 0 Nictr co r rj PLAN NOTES: 0 DASHED UNE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL/CONTROL PANELS. ® SPACE STATIC PRESSURE SENSOR FOR CONTROL OF RTU EXHAUST DAMPER. MOUNT SENSOR TO CEILING. ® ENTIRE CHASE TO BE USED AS A RETURN AIR PATH. OPENING IN MEZZANINE FLOOR. NO DUCTWORK TO BE INSTALLED. • MOUNT TEMPERATURE SENSORS AT 48" AFF. RTU -1 26x20 UP TO RTU -1 AUDITORIUM u8 104 SEATS ______alOPP'::::a. \ \ 5::::::116 ,I, GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, VISIT TFIE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CON DMONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDMONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFUCTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. 3. COORDINATE EXACT ROUTING OF DUCTWORK IN AUDITORIUMS WITH ARCHITECTURAL SOFFIT, CEILING BREAKS, UGHT FIXTURES, STRUCTURAL AND SPRINKLER LAYOUT. 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 5. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FTT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUN D EQUIPMENT. 6. ALL DUCTWORK SHALL BE KEPT AS HIGH AS POSSIBLE TIGHT TO STRUCTURE. RUN DUCTS UP IN JOIST SPACE WHERE INDICATED AND AS REQUIRED. 7. LOCATE FIRE PROTECTION PIPING, SHEET METAL DUCTWORK, PLUMBING AND AU_ RELATED WORK AS HIGH AS POSSIBLE IN ALL AREAS TO ALLOW MAXIMUM CLEARANCE. ALL PIPES AND DUCTWORK MUST BE INSTALLED ABOVE THE CEILJNG AS DICTATED BY THE ARCHITECT. COORDINATE THE WORK OF ALL BUILDING TRADES TO PROVIDE MAXIMUM UNOBSTRUCTED OVERHEAD SPACE. 8. REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS APPLJCABLE TO THE HVAC SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR DUCTWORK AND PIPING MEET REQUIREMENTS. 9. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 10. DUCTWORK CROSSING FIRE RATED WALLS OR OTHER FIRE RATED ASSEMBLJES SHAU_ BE MINIMUM 26 GAUGE SHEET METAL. 11. RIGID DUCTWORK INSULATION: PROVIDE INSULATION WRAP ON RIGID ROUND, CONCEALED, SUPPLY AIR DUCTS. FURNISH AND INSTALL INTERNAL DUCT UNER ON RECTANGULAR SUPPLY AND RETURN AIR DUCTS. COORDINATE INSULATION AND DUCT LINER REQUIREMENTS WfTH SPECIFICATIONS. DUCT SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS, INCREASE SHEET METAL SIZES ACCORDINGLY. 12. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT AND DUCTWORK SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. 13. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH ' LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 14. TRANSITION THROUGH JOIST AND GIRDERS WHERE REQUIRED. 15. PROVIDE CEILJNG ACCESS PANELS OR DOORS FOR ACCESS TO TERMINAL BOX CONTROL PANELS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 12"x12" AND SHALL BE INSTALLED WITHIN 12" OF TERMINAL BOX. 16. PROTECT INSIDE OF DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. CONTRACTOR SHALL EMPLOY "CLEAN CONSTRUCTION" METHODS TO KEEP THE HVAC AND AIR DISTRIBUTION SYSTEM FREE OF DUST, DIRT AND DEBRIS. DURING CONSTRUCTION, DUCTWORK SHALL BE TEMPORARILY SEALED Am FIRE RETARDANT POLYETHELENE PLASTIC SHEET AT ALL OPENINGS WHENEVER WORK CEASES FOR GREATER THAN ONE DAY. ALL DUCT OPENINGS, DIFFUSERS, GRILLES AND REGISTERS SHALL BE SEALED WITH FIRE RETARDANT POLYETHELENE PLASTIC SHEET IN ANY AREA OF THE PROJECT WHERE DUST GENERATING CONSTRUCTION ACTMTIES ARE OCCURRING, INCLUDING THE PREPARATION OF WALL BOARD, GRINDING OR FINISHING OF CONCRETE WORK OR ANY OTHER SIMILAR ACTIVITY. IF SIMILAR REWORK OF A PREVIOUSLY FINISHED AREA IS REQUIRED, AIR HANDUNG UNITS AND VAV OR FPB BOXES SERVING THAT AREA SHALL BE SHUT DOWN DURING REWORK AND FOR A 24 HOUR PERIOD AFTER REWORK HAS BEEN COMPLETED. ALL GRILLES, REGISTERS, DIFFUSERS AND ALL DUCT OPENINGS IN THAT AREA, WHETHER ABOVE OR BELOW THE CEILING SHALL BE SEALED WITH FIRE RETARDANT POLYETHELENE PLASTIC SHEET TO PREVENT THE INFILTRATION OF DUST, DIRT OR DEBRIS INTO THE AIR DISTRIBUTION SYSTEM. 17. IN ALL SUSPENDED CEIUNG AREAS WHERE TERMINAL BOXES ARE LOCATED, PROVIDE A 1" DIAMETER COLORED STICKER ON ADJACENT T-BAR TO LOCATE THE UNIT FOR MAINTENANCE. 18. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 19. PROVIDE FIRE DAMPERS, AS APPUCABLE, IN DUCTWORK AT CEILINGS AND WALLS AT LOCATION SHOWN ON THE PLANS. FIRE AND FIRE/SMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH REQUIREMENTS OF INSTALLED LOCATION. 20. PROVIDE WALL OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO FIRE DAMPERS. ACCESS PANEL OR DOOR SHAH_ BE MINIMUM SIZE OF 10" BY 10" AND SHALL BE INSTAI FD WITHIN 12" OF DAMPER. PROVIDE A REMOVABLE DUCT SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 10" BY 10" ACCESS DOOR. 21. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND TAKE-OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES WHERE INDICATED ON DRAWINGS. TAKE-OFFS TO DIFFUSERS IN AUDITORIUMS SHALL NOT HAVE BALANCING DAMPERS. 22. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 23. LOCATE AND SET THERMOSTATS AND TEMPERATURE SENSORS FOR WIRING IN CONDUIT UNDER DIVISION 16. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL DEVICES 48" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. 24. COORDINATE THE LOCATION AND ELEVATION OF WALL MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. 25. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 26. PROVIDE THERMAFLEX TYPE G - KM, FLEXMASTER TYPE 8, OR APPROVED EQUAL FLEXIBLE DUCTWORK. FLEXIBLE DUCTWORK SHALL BE LJSTED UNDER UL 181 AS CLASS 1 AIR DUCT AND BE PROVIDED WITH INTEGRAL FIBERGLASS INSULATION PER SPECIFICATIONS. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH AND SHALL BE INSTALLED AND SUPPORTED TO AVOID SHARP BENDS AND SAGGING. 27. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 28. PROVIDE EQUIPMENT VENTS AND FLUES PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND EQUIPMENT SPECIFICATIONS. KEEP PENETRATIONS THROUGH ROOF A MINIMUM OF 10'-0" FROM HVAC EQUIPMENT FRESH AIR INLETS AND 2'-O" FROM ROOF PARAPETS. 29. COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 30. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND BALANCING AND BEFORE TURNING SYSTEM (S) OVER TO OWNER. 31. ALL GRILLES, REGISTERS, AND DIFFUSERS SHALL BE FACTORY PAINTED TO MATCH THE COLOR OF THE ADJACENT SURROUNDINGS. 32. HVAC SENSORS SHALL BE BLACK IN THE AUDITORIUMS AND WHITE IN ALL OTHER AREAS. BLACK SENSORS SHALL BE MOUNTED ON BLACK SURFACES. 33. THE PROJECT MANUAL WITH SPECIFICATIONS SHALL BE A PART OF THESE DRAWINGS AND CONTRACT DOCUMENTS. 34. PROVIDE TYPE I GREASE HOOD EXHAUST DUCTWORK OF MINIMUM 16 GAUGE BLACK IRON WITH UQUID TIGHT WELDS, WITH ACCESS PANELS FOR GREASE CLEANING AS REQUIRED BY NFPA 96 AND LOCAL CODES. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER LINE& FOOT MAINTAINING 18" CLEARANCE TO COMBUSTIBLE MATERIALS. INSTALL GREASE DUCTS IN AN APPROVED FIRE-RATED ENCLOSURE SEPARATED FROM THE EXHAUST DUCT BY A MINIMUM OF 6 AND MAXIMUM OF 12". VENTILATE ENCLOSURE TO THE OUTSIDE AIR IF REQUIRED BY CODE. AS AN OPTION, IF APPROVED BY LOCAL CODES, PROVIDE AN APPROVED WRAP SYSTEM IN LIEU OF THE RATED DUCT ENCLOSURE SYSTEM. DUCT WRAP SYSTEM SHALL MEET UL REQUIREMENTS FOR GREASE DUCT ENCLOSURES. 35. ALL PRODUCTS WITHIN PLENUM SHALL BE NON-COMBUSTIBLE AND SHALL HAVE A FLAME-SPREAD INDEX OF 25 OR LESS AND A SMOKE-DEVELOPED INDIX OF 50 OR LESS, AS TESTED BY ASTM E 84 "SURFACE BURNING CHARACTERISTICS" (NFPA 255) METHOD. 36. AU_ EXHAUST VEKTILATION SYSTEMS, INCLUDING CUSTOM , FABRICATED WORK, SHALL MEET THE STANDARDS OF ANSI/NSF INTERNATIONAL ALL EXHAUST VENTILATION SYSTEMS SHALL ALSO BE DESIGNED, CONSTRUCTED, INSTALLED, AND OPERATED IN ACCORDANCE WITH WASHINGTON STATE BUILDING, MECHANICAL, AND FIRE CODES. RECEIVED SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 Fax: (816) 421-1956 lUT 8325 LENEXA DRIVE, SUITE 400 PH 913.307.5300 EX 913.307.54°0 PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: MC 16 TI1EATRES SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 AVA PLAN - LEVEL 3 1WEST HALF' SHEET NO.: M101 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 ET. AUDITORIUM *11 L1.] 220 SEATS A. #11 EXIT I AUDITORIUM *10 13481 299 SEATS AUDITORIUM 812 ae1 104 SEATS 02 n 24x24 10 "0 SD -3 375 10 "0 SD -3 375 24x20 UP TO VAV -1 24x20 UP TO VAV -11 12 "0 SD -3 475 12 "o SD- 495 12 " 0 SD -3 495 12 "0 SD -3 500 10 "0 SD -2 245 10x12 1Q "o SD -2 . 245 ( � M401 (TYP.) 14x14 UP TO EF -10 24x18 24x24 RG -1 (TYP. 4) 26x16 SD -2 245 34x16 12x12 EG -1 190 4 I I !12x12 7 EG -1 ' 185 I 1 '1 12x12 EG -1 190 WOMENS ass A CONC STOR A. 012 ENT 8 7 M401 I fi�401 (TyP.) AUDITORIUM *13 EMI 144 SEATS A. 1;10 ENT. 6 "o SD -3 75 SECURE STORAGE 24x24 RG -3 (TYP. 2) cc 0 o . a . co r 6 "0 UP 8 '0 SD -3 135 SD-3r 8 "0 SD -3 140 r ~ C 8 "0 SD -3 14x14 1 , 14X16 "0/ 6"0 SD -3 50 12 "0 SD -3 475 0 tin — I- w 0 x Io 24x24 RG -3 (TYP. 2) 2 uJ CLOSE T STOR 0 I I 10 "0 I SD-2 • ) 1 245 smEntifielle 14x16 UP TI %VEST #1 t Ts VAV- 13 1 (TYP.) X co 0 10 "0 SD -2 245 II II I I 1 1 1 11 24x24. ROTUL. 1D "0 SD -2 245 RG -1 : - M 2 " � !SD 1 590 1 J 1 AUDITORIUM #14 W3 170 SEATS 10 "o SD - 2 245 10 "0 SD -2 245 it 24x24 rte' RG -1, r 7 8" o 12"0 SD -4 590 32x12 UP TO FPB -21 24x24 RG -1 STOR. 1 375] 9 M401 STOR.a 1 315A C 12" SD -4 590 r I El ■I 1 26x8 S WR -2 1 1275 26x8 UP TO1 FPB -22 1 � 12 "0 SD -4 1 590 1 1 1 1 26x8 SWR -2 1275 • VAV -2 r r /26x8 SWR -2 / 1270 i , 1270 VAV-24 26x8 Ole 12x12 EG-1 205 75 VEST #9 376 SEE SHEET M101 FOR CONTINUATION 245 373Aj CLOSET 8 12x12 12x 2! 205 I LIENS 12x12 205 SD-3 250 FAMELv co 24x24 10x16 UP 0 FP B-25 FPB-22 HVAC FLOOR PLAN - LEVEL 3 EAST HALF 16x10 ILE ,1 115 g; SD-2 245 ARCADE AUDITORIUM *15 ELIA 144 SEATS 885 10x 6 UP TO PB-25 74 ix 1110 111111 ILI MI lc! SD-2 250 28x18 UP TO RTU-4 AUDITORIUM *16 104 SEATS Hs GENERAL NOTES: 1. REFER TO SHEET M101 FOR GENERAL NOTES. PLAN NOTES: O DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL/CONTROL PANELS. ® SPACE STATIC PRESSURE SENSOR FOR CONTROL OF RTU EXHAUST DAMPER. MOUNT SENSOR TO CEILING. ® ENTIRE CHASE TO BE USED AS A RETURN AIR PATH. OPENING IN MEZZANINE FLOOR. NO DUCTWORK TO BE INSTALLED. (I) MOUNT TEMPERATURE SENSORS AT 48" AFF. RECEIVED JUL 12 2007 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 rrl HENDERSON "ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 6E1214-1695 'PH 913.307.5S00 FX 913.307.54430 PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: MC amo 16 THEATRES iv A T SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washing KEY PLAN: ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223-383-05 SHEET TITLE: HVAC FLOOR PLAN - LEVEL 3 (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 \PROJECTION \\ SOOT 41 J 16"0 RG -1 16 "4 RG -1 i. v ` (TYP) It a M 44 tr:cr ® w �Jr 104 SD -2 - 290 14 "4 t SD -1 570 4 16"0 RG--1 15"0 SD -1 800 15"0 SD -1 800 15 "4 SD -1 800 16 "4 RG -1 DO FPB -7A 1ff f 16"0 RG -1 15 "4 t SD -1 810 16 "4 RG -11 lJ —I 16 "4 / wy V — 4 I 16 "4 RG -1 20x18 12 "4 SD -2 530 12"0 SD -2 530 12 "4 SD -2 530 16 "4 RG -1 G RGRG -1 16"0 ` 12 "4 SD -2 545 12"0 SD--2 545 16 "0 RG -1 8 "0 SD -2 125 TELE COM 16 "o RG -1 14x118 16 "4 RG -1 16"0 1_ RG- 12 "4 SD -2 405 12 "4 SD -2 405 16"0 RG -11 FPB -7B 1 10 "4 8 "0 SD -2 95 YA V r - TO VAV -20 I I H§111 16 "4 RG -1 10"0 SD -2 265 Q 20x18 10 "4 SD -2 265 SD -2 265 16"0 jj; RG-1 II��y}•r —t-r 6 "m 20x18 PROJECTION BOOTH 14207 PROJECTION BOOTH ID 6-6 I .LE V. ELECTRICAL Ei 1 92x40 UP TO RTU 41 24x24 124x2 RG -1 — I RG SEE SHEET M104 FOR CONTINUATION OFFICE DIRECTO ;- PRO- �CTIOH BOOTH Lisa] r- 1 EMPLOYEE BREAK RIB L4i SECURITY 20x18 (TYP.) 1 1 1 1 1 1 1 \ SIIFKA -, AUDITORIUM *4 104 SEAT 16 "4 RG -1 EMI 30x10 18 "0 UP TO EF -2 28x18 16 "4 -RG-_1_ 12x16 16x16 15 "4 SD -1 770 18x16 12 "4 SRY2.. 385 15"0 SD -1 770 ammommill pis 30 UP TO RTU -1 92x20 10"0 SD -2 315 14 "4' SD -1 630 12"0 SD -2 415 SID= 4 160 24x10 TA5„ AUDITORIUM :16 170 SETS qi( 10 "4 SD -2 315 12 "4 SD -2 415 46x20 SD -2 155 16 "4 RG -1 16 "4 RG -1 -4-- 14 "4 SD -1 630 16x10 12 "4 SD -2 385 22x16 AUDITORIliM 07 144 SEATS 8 "4 SD -2 155 1 M401 (TYP) 12 "4 SD -2 385 16 "4 150 154 SD -1 SD--1 770 770 16 "4 RG -1 8"0 SD -2 155 • MEM f 20x18 V 16 "4 RG -1 10 "0 SD -2 265 10 "4 SD -2 265 SD -2 265 HVAC FLOOR PLAN — LEVEL 4 WEST HALF SCALE: 1 /8 " =1' --0" 14x18 FPB -1 B ...... ar worm. 16"0 RG -1 18 "4 12"0 SD -2 530 12 "4 SD -2 530 12 "4 SD -2 530 16"0 RG -1 16 " O- RG -1 �j-') 1 R 6 "0 20x18 " 1 ■ 1 RG -1 15 "4 SD -14 800 15 "4 SD -1 800 16"0 RG -1 15 "4 T SD -1 800 12 -_ FPB -1A 22x16 DOWN TO BOX OFFICE a 0 c rs.z (n , P) /�18 "4 UP \L EF -1 - •11.■ 2935 sq. in 16 "0 RG -1 FPB -2 16"0 RG -1 14 "O SD -1 590 10 "4 SD -2 295 PROJ .CTIO '` BOOT (TYP) 24x24 RG -1 10 "4 SD -2 295 (TIP) SD -1 590 - 16 "0 RGG1 16"0 RG -1 AUDITORIUM #8 104 SEATS � =J GENERAL NOTES: 1. REFER TO SHEET M101 FOR GENERAL NOTES. PLAN NOTES: O DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL /CONTROL PANELS. COORDINATE WITH OTHER TRADES TO MAINTAIN CLEARANCE FROM CEILING UP TO TOP OF TERMINAL UNIT. • SEAL AROUND PENETRATION WITH ACOUSTICAL SEALANT. ® DUCT STATIC PRESSURE SENSOR FOR CONTROL OF SUPPLY FAN VARIABLE FREQUENCY DRIVE. O. SUPPLY AND /OR RETURN DUCT UP THROUGH ROOF TO UNIT. PROVIDE FLEXIBLE CONNECTIONS TO UNIT AS REQUIRED. TRANSITION DUCT SIZES IN CURB TO MATCH UNIT CONNECTION SIZES. ✓ ROUTE DUCTWORK IN JOIST SPACING. FIELD VERIFY AND COORDINATE WITH STRUCTURAL DRAWINGS. ✓ RINK SOUND CHECK MLF -84. 36 "W x 24 "H x 7' -0 "L SOUND ATTENUATOR. 3000 CFM 0 0.06" S.P. WITH INSERTION LOSS NOT LESS THAN 25dB IN THE THIRD OCTAVE BAND. U ACOUSTICALLY UNIT LINED RETURN AIR BOOT. SIZE TO MATCH ATTENUATOR AND LOCATE IN JOIST SPACE. • TRANSITION EXHAUST DUCT UP TO EXHAUST FAN CONNECTION SIZE AND CONNECT TO FAN ON ROOF. PROVIDE FLEXIBLE CONNECTIONS TO ® 14" 0 DUCT DOWN, TRANSITION TO 10 "4 FOR PROJECTOR FLEXIBLE EXHAUST DUCT. CONNECT FLEXIBLE DUCT TO PROJECTION EQUIPMENT AS RECOMMENDED BY PROJECTION MANUFACTURER. EXHAUST CONNECTION SHALL BE 4' -0" FROM AUDITORIUM WALL AT THE CENTERLINE OF THE AUDITORIUM WALL. FFE CONTRACTOR SHALL FURNISH AND INSTALL PROJECTOR FLEXIBLE EXHAUST DUCT. 10 PROVIDE SUPPORT FOR FLEX DUCT TO AVOID SHARP BENDS OR KINKS IN DUCT. 11 TEMPERATURE SENSOR AND CARBON DIOXIDE DETECTOR SHALL BE BLACK AND WITHIN THE SAME ENCLOSURE. MOUNT SENSOR 72" AFF ON BLACK "BOW TIE ". COORDINATE EXACT LOCATION WITH ARCHITECT. 12 TEMPERATURE SENSOR SHALL BE BLACK. MOUNT SENSOR 72" AFF ON BLACK "BOW TIE ". COORDINATE EXACT LOCATION WITH ARCHITECT. 13 NO RETURN DUCTWORK SHALL BE INSTALLED IN RETURN AIR PATH CHASE. PROVIDE OPENING IN MEZZANINE FLOOR. 14 TRANSFER OPENING LOCATED ABOVE THE CEILING. HVAC DUCTWORK MUST BE COORDINATED WITH PLUMBING PIPING, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. APPRO \ x .°\ 212 \1 \‘‘ RECEIVED JUL 12 2007 E'tI1MI i t��lv L SEAL: CONSULTANTS: \ or & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 HENDERSON EN GINEERS INC ORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 - 1695 PH 91 3.307.5300 FTC 91 3.307.5400 WWW.HENDERSONENI INEERE.0 ❑M PROJECT FOR: PROJECT NAME: Copffight 2006 — AMC REALTY, INC. AMC 'REALTY, INC. ' 9 MAIN STREET Kansas City, MO 64105 amc 16 THEATRES vpi A r T SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223483 -05 SCALE: 1 /I' • 1' - 0• SHE TITLE: HVAC ET FLOOR PLAN - LEVEL 4 [WEST HALFI SHEET NO.: M103 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 PPn• :9,'1.925'544 ax: 9.1.52 ^0241 zs wa 10 "4 SD -2 290 PROJECTION 15 "4 SD -1 770 12"4 SD -2 385 24x20 12x16 18x16 15"0 SD -1 770 12"0 SD -2 385 PROJECT1OK BOOT 431 j.. I -i1 d W ..., I So 4 2 L SD -2 S "4 �� I 30x10 P " 24x10 a I in i t I 1-60 160 S 55 8D"02; 5 i18 "4 UP 8 "4 ^w FPB 8 "4 — 16"0 ' TO EF -15 SD -2 I SD -2 �ti \� 1 ���� -_ J r _ -_T T ' 155 ,`�� . It , 18 "0 155 o� 24x24N. RG -1 52x20 92x40 UP • RTU -4 co X N CV 8 " I € - - SD - ' Ir r ._. 8 "4 SD -2- 1An 22x16 40x18 �.r I Mrrr t it P 16"0 RG -1 16 "4 RG -1 rq 1 4 14 "4 SD -1 570 10 "0 SD -2 290 Cs EC NCO cti AUDITORIUM #12 104 SEATS I - I 14 "4 SD -1 570 15 "4 SD -1 810 15 "4 SD -1 810 15"4 SD -1 800 16"0 RG -1 15 "4 SD -1 800 • ra 16"0 RG -1 16"0 RG -1 16 "4 RG -1 r 16"4 RG -1 FPB -11 FPB -9A s 12"0 SD -2 545 12"0 SD -2 545 20x18 16 "4 RG -1 16"0 RG -1 16"0 RG -1 12 "4 SD -2 530 12 "4 SD -2 530 12"0 SD -2 530 16 "4 RG -1 FPB -9B VAV- -21 8 "4 SD -2 125 16x16 16"0 RG -1 12 "4 SD-2 405 12 "0 SD -2 405 FPB -10B' -* 16"0 RG--1 16 "4 RG -1 Imo! 14x1'I8 TELE COM 16 "4 RG -1 MENEM 10"0 SD -2 265 10"0 SD -2 265 10 "4 SD -2 265 Iii 8 "0 SD -2 95 16"0 RG -1 16 "4 RG -1 20x18 20x24 DOWN FHA PREP 20x24 DOWN 6 "4 TO VAV -20 PROJECT _::L SOOTF r•i • 24x24 RG -1 PROJECTION ROOT si r4$ r M401 ELECTRICAL V C I 16 "4 RG -1 16 "4 RG -1 FPB -13 16"0 RG -1 HALL 0 HALL 14"0 SD -1 630 12 "4 SD -2 415 10 "4 SD -2 315 HALL GUIJ CLOSET agn JAN °FFlCE AUDITORIUM #14 170 SEATS �r ) , I 54x18 ; ELI! 68x30 UP 12 - 12 TO RTU a - } - M401 (TYP) STAIR —r VAULT 5,39•717417 99 V 14 "0 SD -1 630 13 / R (TYP.) 20x18 SUPPORT 12 "4 SD -2 415 10 "4 SD -2 315 C 20x18 �p�zps.9p�a SEE SHEET M103 FOR CONTINUATION 1 6 "4 RG -1 16"0 RG -1 16"0 RG -1 BOOTH' H: 16 "4 RG -1 10"0 SD -2 265 1D "4 SD -2 265 10"0 SD -2 265 [ 14x18 8 "4 SD-2 155 16 "0 RG -1 16 "4 16 RG -1 FPB -16B RG -1 HVAC FLOOR PLAN - LEVEL 4 EAST HALF SCALE: 1 /8 " =1 ' -0" 16"0 RG -1 16 "4 RG -1 FP_B_i4 15"0 SD -1 770 12 "4 SD-2 385 16x10 —I- - HIE 16"0 RG -1 12 "4 SD -2 530 12 "4 SD -2 530 12"0 SD -2 530 16"0 RG -1 20x18 10x16, DOWN,. AUDI D #15 144 SEATS --r frf 16"0 RG -1 ( 15 "4 SD -1 800 15 "4 SD -1 770 (TYP) 12"0 SD-2 385 1 10x8 16 "4 RG -1 16"0 RG--1 1 8 "4 SD-2 16 (T 4 UP TO EF -14- Ct) cra 0 ' e. . . 28x18 DN TO VAV -2 I 1141=W11 I 16 "0 14, RG -1 SD -1 590 M401 ( TYP) FPB -15 16 "0 RG -1 10"0 50-2 295 AUDITORIUM #16 104 SEATS (n'P) M`01 10 "4 SD -2 295 24x24 RG -1 I 14"0 16 "4 SD -1 RG -1 590 16 "4 M401 r GENERAL NOTES: 1. REFER TO SHEET M101 FOR GENERAL NOTES. PLAN NOTES: K.= / SEAL AROUND PENETRATION WITH ACOUSTICAL SEALANT. ® DUCT STATIC PRESSURE SENSOR FOR CONTROL OF SUPPLY FAN VARIABLE FREQUENCY DRIVE. DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL /CONTROL PANELS. COORDINATE WITH OTHER TRADES TO MAINTAIN CLEARANCE FROM CEILING UP TO TOP OF TERMINAL UNIT. SUPPLY AND /OR RETURN DUCT UP THROUGH ROOF TO UNIT. PROVIDE FLEXIBLE CONNECTIONS TO UNIT AS REQUIRED. TRANSITION DUCT SIZES IN CURB TO MATCH UNIT CONNECTION SIZES. O ROUTE DUCTWORK IN JOIST SPACING. FIELD VERIFY AND COORDINATE WITH STRUCTURAL DRAWINGS. • RINK SOUND CHECK MLF -84. 36 "W x 24 "H x 7' -O "L SOUND ATTENUATOR. 3000 CFM © 0.06" S.P. WITH INSERTION LOSS NOT LESS THAN 25dB IN THE THIRD OCTAVE BAND. ® ACOUSTICALLY LINED RETURN AIR BOOT. SIZE TO MATCH ATTENUATOR AND LOCATE IN JOIST SPACE. K8 TRANSITION EXHAUST DUCT UP TO EXHAUST FAN CONNECTION SIZE AND CONNECT TO FAN ON ROOF. PROVIDE FLEXIBLE CONNECTIONS TO UNIT • 14"0 DUCT DOWN, TRANSITION TO 1 0 "0 FOR PROJECTOR FLEXIBLE EXHAUST DUCT. CONNECT FLEXIBLE DUCT TO PROJECTION EQUIPMENT AS RECOMMENDED BY PROJECTION MANUFACTURER. EXHAUST CONNECTION SHALL BE 4'--0" FROM AUDITORIUM WALL AT THE CENTERLINE OF THE AUDITORIUM WALL. FFE CONTRACTOR SHALL FURNISH AND INSTALL PROJECTOR FLEXIBLE EXHAUST DUCT. 10 PROVIDE SUPPORT FOR FLEX DUCT TO AVOID SHARP BENDS OR KINKS IN DUCT. 11 TEMPERATURE SENSOR AND CARBON DIOXIDE DETECTOR SHALL BE BLACK AND WITHIN THE SAME ENCLOSURE. MOUNT SENSOR 72" AFF ON BLACK "BOW TIE ". COORDINATE EXACT LOCATION WITH ARCHITECT. 12 TEMPERATURE SENSOR SHALL BE BLACK. MOUNT SENSOR 72" AFF ON BLACK "BOW TIE ". COORDINATE EXACT LOCATION WITH ARCHITECT. 13 NO RETURN DUCTWORK SHALL BE INSTALLED IN RETURN AIR PATH CHASE. PROVIDE OPENING IN MEZZANINE FLOOR. 14 TRANSFER OPENING LOCATED ABOVE THE CEILING. 15 HVAC DUCTWORK MUST BE COORDINATED WITH PLUMBING PIPING, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. RECEIVED JUL 12 2007 rtt1 1 titN I LI I 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 ro HENDERSON JENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214 PH 913.307.5300 FX 91 3.307.540❑ WWW.HENDERS0NENBINEERS.00M PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 KEY PLAN: PROJECT NAME: amc 16 THEATRES SHEET NO.: SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington SHEET INFORMATION: PROJECT NO.: 223483-05 SHEET TITLE: HVAC FLOOR PLAN El LEVEL 4 EAST HALFI M104 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 "o SD-2 130 PROJECTION BOOTH 420 r 5 18 "o UP TO EF -8 L co X 0 12x12 EG -2 500 I I2x12 UP n 8 "0 SD -2 100 (FP B) L JECTION s"o BOOTH SD -2 100 6x6 UP TO EF -7 24x24 RG -1 14x16 UP TO EF -6 J i a 8 "rb SD -2 100 7 VAVV 7I ( 74x30 UP (TYP) TO RTU -2 M401 \S) E v ELEV MACS 421:_ E1F -16 VAV L 4 ® I 0 I 12 VAV -5 co �- - 50x24 F --I _ I I ® I 12x12 TG- 1 (2 TYP) VAV 5 ELECTRICAL X1-5 1 0 V 6 "0 SD-3 65 � X SP 92x54 UP TO RTU -2 / I i / / , / / / 0 x N 6 "0 SD -3 65 ��t�- -�-+-�I T V 6 "0 SD -3 65 - 20x18 4 N x 0 0 • Co N x aD I I L___ r L_J 18x10 SWR -1� 915 18x10 SWR -1 910 v / 1 10 "0 41 0 24x24 RG -3 24x24 RG -3 I/ OFFICE 4a 1 REFRIGERATION PIPING UP TO CONDENSING UNIT ON ROOF. 16 "0 24x24 RG -3 ✓ ( FPB 19 r VAV- 10 /2cro -- 1 18"95 � I � N 24x24 RG -3 10 "0 J j r 26x8 / / /K A L - - J I /\ DOWN 1 18 "95 17 FP B Ip x 0 - FPB 18 6x8 I 1- - 24x18 DOWN ! A; TO VAV 23 24x24 RG -1 x 8 "0 SD -3 150 (TYP.) FPS 24 J 20x18 8 "0 SD -2 130 TYP.) 18 "o UP TO EF -3 6x6 8 "o SD -3 120 14x14 UP TO EF -5 r 7 I I I I LJ 26x8 DOWN 14x28 \ 2 M401 (TYP) FPB 1B \ 1l 8 . 0 SD -2 130 PROJECTION BOOTH 413 I (TYP) J M401 (TYP) I® I® I MEM I MEI I IIMICIN I AMI I 24x24 SECURITY 14031 EMPLOYEE BREAK. R n L J RG -3 14x28 DOWN 8x14 SUPPORT L436 I ' 8x6 R SWR -1 1 100 22x16 I ®I I fl I rl. I .E1 I MIME I® I e 8x14 8x14 DOWN HVAC ENLARGED FLOOR PLAN - LEVEL 4 WEST HALF = • = == • SCALE: 1/4" =1' —O" °:1 ::: r. GENERAL NOTES: 1. REFER TO SHEET M101 FOR GENERAL NOTES. PLAN NOTES: a DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL /CONTROL PANELS. COORDINATE WITH OTHER TRADES TO MAINTAIN CLEARANCE FROM CEILING UP TO TOP OF TERMINAL UNIT. : SPACE STATIC PRESSURE SENSOR FOR CONTROL OF ROOF TOP UNIT EXHAUST DAMPER. MOUNT SENSOR TO CEILING. DUCT STATIC PRESSURE SENSOR FOR CONTROL OF SUPPLY FAN VARIABLE FREQUENCY DRIVE. SUPPLY AND /OR RETURN DUCT UP THROUGH ROOF TO UNIT. PROVIDE FLEXIBLE CONNECTIONS TO UNIT AS REQUIRED. TRANSITION DUCT SIZES IN CURB TO MATCH UNIT CONNECTION SIZES. ✓ TRANSITION EXHAUST DUCT UP TO EXHAUST FAN CONNECTION SIZE AND CONNECT TO FAN ON ROOF. PROVIDE FLEXIBLE CONNECTIONS TO UNIT. © 14-"95 DUCT DOWN, TRANSITION TO 10"95 FOR PROJECTOR FLEXIBLE EXHAUST DUCT. CONNECT FLEXIBLE DUCT TO PROJECTION EQUIPMENT AS RECOMMENDED BY PROJECTION MANUFACTURER. EXHAUST CONNECTION SHALL BE 4' -0" FROM AUDITORIUM WALL AT THE CENTERLINE OF THE AUDITORIUM WALL. FFE CONTRACTOR FURNISH AND INSTALL PROJECTOR FLEXIBLE EXHAUST DUCT. HVAC DUCTWORK MUST BE COORDINATED WITH PLUMBING PIPING, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTUREAL DRAWINGS. 12"x12" TRANSFER GRILLES INSTALLED 12" ABOVE FINISHED FLOOR. FO CODE COMP A CE APPROV CtiOtI RECEIVED JUL 12 2007 I -tHMI I (. t 1V 1 4.I F r 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 HENDERSON ENGINEERS IN 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 6 4 -1 895 PH 913.307.5300 FX 91 3.307.5400 WWW.HENDERSSONEN0INEERS.0 ❑M PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC 'REALTY, 'INC. 920 MAIN STREET Kansas City, 'MO 64105 PROJECT NAME: amc 16 THEATRES W AT kt SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET NO.: . 11/07/08 16x16 8 "0 SD -2 130. 8 "o SD -2 135 14 "o UP TO EF -4 ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 225383 -05 SCALE: 1/4' • 1' - 0' SHE TITLE: HVAC ET ENLARGED FLOOR PLAN LEVEL 4 IWEST HALF] M201 0„431- 9CXZ6 INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5-4-05 ri I 1 I 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS I , I -i 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 a ILI U) v U w cD 2 2 ' 8 "0 SD -2 135 d 1 8 "0 SD 135 5 PROJECTION BOOT PT I ■F 78x30 UP M401 TO RTU -3 r. - 1 1 MEI 14 "0 UP TO EF -12 ■Ca 92x54 UP M401 TO RTU -3 ( PB 9B II 8 " SD -2 ZO 135---161`1117 cc)I X I Ore VAV 11 x CO L 8 "0 SD -2 135 .I I -- -J - co FPB 9A — I "///r - -J__ 11_ ELECTRICAL Rf4$] 20x18 AV-18 24 "0 4x24 R L� VAV -16; 0 X N I 18x10 SWR -1 910 18x10 SWR -1 915 24x24 / VAV 16 S I L L 0 x O f• x 7 16 "0 42x26 CO N X CO HALL 1 426 \I 6 "0 SD -3 70 7 6 "0 SD -3 70 18 "0 i 6"0 VAV -12 SD -3 70 x co Co -_L 14x16 UP TO EF-11 r=71' \. VAV -15 RG -3 18"0 UP TO EF -13 6 "0 SD -3 70 1 CLOSET UNISEX I 409 I 0 x 8"O SD -2 130 I- f 1 24x 18 DOWN; TO VAV --24— 24x24 RG -3 12x12 EG -1 100 12x12 EC -1 75 VAV 15 i 12"0 SD--3 390 O PROJECTION BOOTH I 341 i 7 8 "0 SD -3 145 r L - -J I I L • COIN. 408 1 11 24x24 RG -1 6"0 SD -5 50 COUNTING I 405 ± 24x24 RG -3 10x12 (TYP.) \ / v /� / \ 32x12 DOWN t / ' FPB 16B VAULT C 8 120 0 0 8x6 SWR -1 100 14x14 UP TO EF -10 6x8 1 10111 26 x8 DOW • • ■ I L__J L J mol I S II ® I ® I ® I I 1 ® I ® I 16x18 .-- 10x16 DOWN 1Ox16 GENERAL NOTES: 1. REFER TO SHEET M101 FOR GENERAL NOTES. PLAN NOTES: a1 DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR ELECTRICAL /CONTROL PANELS. COORDINATE WITH OTHER TRADES TO MAINTAIN CLEARANCE FROM CEILING UP TO TOP OF TERMINAL UNIT. K SPACE STATIC PRESSURE SENSOR FOR CONTROL OF ROOF TOP UNIT EXHAUST DAMPER. MOUNT SENSOR TO CEILING. DUCT STATIC PRESSURE SENSOR FOR CONTROL OF SUPPLY FAN VARIABLE FREQUENCY DRIVE. ® SUPPLY AND /OR RETURN DUCT UP THROUGH ROOF TO UNIT. PROVIDE FLEXIBLE CONNECTIONS TO UNIT AS REQUIRED. TRANSf11ON DUCT SIZES IN CURB TO MATCH UNIT CONNECTION SIZES. 05 TRANSITION EXHAUST DUCT UP TO EXHAUST FAN CONNECTION SIZE AND CONNECT TO FAN ON ROOF. PROVIDE FLEXIBLE CONNECTIONS TO UNIT. © 14"0 DUCT DOWN, TRANSITION TO 10"0 FOR PROJECTOR FLEXIBLE EXHAUST DUCT. CONNECT FLEXIBLE DUCT TO PROJECTION EQUIPMENT AS RECOMMENDED BY PROJECTION MANUFACTURER. EXHAUST CONNECTION SHALL BE 4' -0" FROM AUDITORIUM WALL AT THE CENTERLINE OF THE AUDITORIUM WALL. FFE CONTRACTOR FURNISH AND INSTALL PROJECTOR FLEXIBLE EXHAUST DUCT. HVAC DUCTWORK MUST BE COORDINATED WITH PLUMBING PIPING, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTUREAL 'DRAWINGS. HVAC ENLARGED FLOOR PLAN - LEVEL 4 EAST HALF SCALE: 1 /4" =1' -0" RECEIVE JUL 12 HO/ PtHMI t i ;l p E 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 n i l HENDERSON 'Lief ENGINEE .NECORPORA 8325 LENEXA DRIVE, SUITE 4D0 LENEXA, KANSAS 56214.-1 6 5 PH 913.307.5300 FX 91 3.307.5400 WWW.HENDERS0NENSINEERS.00M PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: arno 16 THEATRES I/pp AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 353 -05 SCALE: 1/4' • 1' -O' SHEET TITLE: HVAC ENLARGED FLOOR PLAN LEVEL 4 (EAST HALF) SHEET NO.: M202 lip FAN - POWERED VARIABLE AIR VOLUME TERMINAL SCHEDULE (ELECTRIC HEAT) MARK UNIT SERVED AREA /ROOM SERVED MANUFACTURER MODEL INLET SIZE (IN) PRIMARY CFM MINIMUM CFM FAN CFM HEATING COIL FAN SOUND NOTES EAT MBH KW STEPS V /PH HP V /PH RADIATED DISCHARGE FPB -1A 2 304 AUDITORIUM 1 TRANE VSEF ----14 14 2400 1535 2400 59.4 75.1 22.0 3 480/3 3/4 277/1 70 70 A-K FPB -1 B 2 304 AUDITORIUM 1 TRANE VSEF -14 14 2385 1625 2385 58.9 75.1 22.0 3 480/3 3/4 277/1 70 70 A -K FPB -2 1 314 AUDITORIUM 2 TRANE VSEF -12 12 1770 1100 1770 59.6 61.4 18 -0 3 480/3 1/2 277/1 70 71 A -K FPB -3 1 316 AUDITORIUM 3 TRANE VSEF -14 14 2310 1525 2310 59.1 75.1 22.0 3 480/3 3/4 277/1 70 70 A -K FPB -4 1 320 AUDITORIUM 4 TRANE VSEF -14 14 2720 1795 2720 59.1 81.9 24.0 3 480/3 1 277/1 72 72 A -K FPB-5 1 326 AUDITORIUM 5 TRANE VSEF -14 14 2310 1525 2310 59.1 68.3 20.0 3 480/3 3/4 277/1 70 70 A-K FPB -6 1 326 AUDITORIUM 6 TRANE VSEF-12 12 1720 1 100 1720 59.4 61.4 18.0 3 480/3 1/2 277/1 70 71 A-K FPB -7A 1 331 AUDITORIUM 7 TRANE VSEF -12 12 1 620 1070 1620 59.1 61.4 18.0 3 480/3 1/2 277/1 69 70 A -K FPB -7B 1 331 AUDITORIUM 7 TRANE VSEF -12 12 1900 1255 1900 59.1 61.4 18.0 3 480/3 3/4 277/1 66 66 A---K FPB -8A 2 338 AUDITORIUM 8 TRANE VSEF -14 14 2400 1585 2400 59.1 75.1 22.0 3 480/3 3/4 277/1 70 70 A -K FPB -8B 2 338 AUDITORIUM 8 TRANE VSEF -14 14 2385 1575 2385 59.1 68.3 20.0 3 480/3 3/4 277/1 70 70 A -K FPB -9A 3 348 AUDITORIUM 9 TRANE VSEF -14 14 2400 1585 2400 59.1 75.1 22.0 3 480/3 3/4 277/1 70 70 A -K FPB -9B 3 348 AUDITORIUM 9 TRANS VSEF -14 14 2385 1575 2385 59.1 68.3 20.0 3 480/3 3/4 277/1 70 70 A -K FPB -10A 4 351 AUDITORIUM 10 TRANE VSEF -12 12 1620 1070 1620 59.1 61.4 18.0 3 480/3 1/2 277/1 69 70 A -K FPB -10B 4 351 AUDITORIUM 10 TRANE VSEF -12 12 1920 1255 1920 59.2 61.4 18.0 3 480/3 3/4 277/1 66 66 A -K FPB -11 4 356 AUDITORIUM 11 TRANE VSEF -12 12 1720 1100 1720 59.4 61.4 18.0 3 480/3 1/2 277/1 70 71 A -K FPB -12 4 359 AUDITORIUM 12 TRANE VSEF -14 14 2310 1525 2310 59.1 68.3 20.0 3 480/3 3/4 277/1 70 70 A -K FPB -13 4 363 AUDITORIUM 13 TRANE VSEF -14 14 2720 1795 2720 59.1 81.9 24.0 3 480/3 1 277/1 72 72 A -K FPB -14 4 367 AUDITORIUM 14 TRANE VSEF -14 14 2310 1 525 2310 59.1 68.3 20.0 3 480/3 3/4 277/1 70 70 A -K FPB -15 4 371 AUDITORIUM 15 TRANE VSEF -12 12 1770 1100 1770 59.6 61.4 18.0 3 480/3 1/2 277/1 70 71 A -K FPB -16A 3 379 AUDITORIUM 16 TRANE VSEF -14 14 2400 1535 2400 59.4 68.3 20.0 3 480/3 3/4 277/1 70 70 A -K FPB -16B 3 379 AUDITORIUM 16 TRANE VSEF -14 14 2385 1625 2385 58.9 75.1 22.0 3 480/3 3/4 277/1 70 70 A -K FPB -17 2 301 LOBBY WEST TRANE VSEF -14 14 2480 885 2480 62.8 44.4 13.0 3 480/3 3/4 277/1 71 71 A -K FPB-18 2 301 LOBBY WEST TRANE VSEF -10 10 1240 445 1240 62.8 25.6 7.5 3 480/3 1/4 277/1 65 63 A -K FPB -19 2 301 LOBBY WEST TRANE VSEF -10 10 1240 445 1240 62.8 25.6 7.5 3 480/3 1/4 277/1 65 63 A -K FPB-20 3 301 LOBBY EAST TRANE VSEF -14 14 2540 765 2540 63.5 37.5 11.0 3 480/3 3/4 277/1 71 71 A -K FPB -21 3 301 LOBBY EAST TRANE VSEF -14 14 2545 765 2545 63.5 37.5 11.0 3 480/3 3/4 277/1 71 71 A -K FPB -22 3 301 LOBBY EAST TRANE VSEF -1 O 10 1275 390 1275 63.5 22.2 6.5 3 480/3 1 /4 277/1 65 63 A -K FPB -23 2 302 GUEST SERVICES TRANE VSEF -06 6 455 140 455 63.4 3.4 1.0 3 480/3 1/10 277/1 55 55 A -K FPB -24 2 303 BOX OFFICE TRANE VSEF -14 14 2340 705 2340 63.5 34.1 10.0 3 480/3 3/4 277/1 70 70 A -K FPB -25 3 380 ARCADE TRANE VSEF -12 12 1775 535 1775 63.5 30.7 9.0 3 480/3 1 /2 277/1 70 71 A -K NOTES: A. PROVIDE FILTER FRAME WITH 1" THROWAWAY FILTERS. B. HEATING COIL CAPACITY BASED ON 450 FPM MINIMUM COIL FACE VELOCITY. y R ED FOP, C. INSTALL WITH FLEXIBLE DUCT CONNECTORS AT ALL CONNECTIONS. � �& � � D. FAN CFM BASED ON 0.35" MINIMUM STATIC PRESSURE LEAVING BOX. p E. FUSED DISCONNECT SWITCH PROVIDED BY ELECTRICAL CONTRACTOR. F. PROVIDE FACTORY INSTALLED CONTROL POWER TRANSFORMER. JUL :::fG0,7T: 2007 G . BOX NOT TO EXCEED SCHEDULED DISCHARGE OR RADIATED NOISE DB USING 0.5" W.G. INLET PRESSURE IN THE 3RD OCTAVE BAND © ARI CERTIFICATION RATING POINTS. H. PROVIDE FACTORY - INSTALLED, PRESSURE INDEPENDENT, DDC CONTROL PACKAGE. �� �g, J. BRANCH DUCT UPSTREAM OF AIR TERMINAL UNIT SHALL BE SAME SIZE AS INLET UNLESS NOTED OTHERWISE. ����� � 5 K. SUPPLY FANS GREATER THAN 2000 CFM SHALL BE DEENERGIZED UPON SIGNAL FROM FIRE ALARM CONTROL PANEL. . - ROOFTOP UNIT W/ HEAT RECOVERY WHEEL SCHEDULE (DX COOLING /NATURAL GAS HEAT) MARK MANUFACTURER MODEL MARK MARK MANUFACTURER MODEL UNIT ROOFTOP UNIT MIN MINIMUM CFM EF -1 GREENHECK HEATING COIL 1500 SOUND NOTES EAT 120 / 1 TYPE SUPPLY FAN EXHAUST FAN COOLING COIL HEATING COIL RTU ELECTRICAL OUTSIDE DISCHARGE WHEEL VAV -1 EXHAUST FAN SUMMER HEAT RECOVERY WINTER HEAT RECOVERY 16 ERV ELECTRICAL NOTES 55.0 1 180 60.8 413, 417 PROJECTION ROOM CFM ESP HP VFD CFM ESP HP VFD EAT LAT TH SH CFM EAT INPUT OUTPUT MIN. MCA MOCP V /PH AIR 480/3 MOTOR CFM 63 ESP VAV -3 VFD OAT EXAT LAT OAT EXAT LAT MCA 0.5 MOCP V /PH 7.5 3 480/3 57 GREENHECK 61 (IN) VAV -4 (Y /N) 420 PROJECTION ROOM (IN) VCEF -06 (Y /N) (DB /WB) (DBJWB) (MBH) (MBH) 5.2 1/6 (MBH) (MBH) STAGES 49 EF -1 Q 57 CFM V /PH 2 VFD (Y /N) TRANE VCEF -12 (IN) 1825 (Y /N) (DB /WB_1 (DB]WB) (DB /WB) (DB) (DB) (DB /WB) 480/3 56 A -C 60 A, C -F RTU- -1 TRANE SFHFC40 VAV 15,500 3.0 25 Y -- -- -- -- 78/62.4 52.3/50.2 530.8 432.1 11,455 49.7 850.0 520.0 MOD 129.9 150 480/3 14415 480/3 120 N 9835 5.2 1.3 1.5 N 85/65 73.9/60.8 78.3/62.5 23.0 67 48.53/42.11 28 412 EMPLOYEE BREAKROOM 50 480/3 A--M RTU - 2 TRANE SFHFC75 VAV 24,510 3.0 40 Y 9,700 1.3 7.5 N 80.5/63.1 52.8/50.7 863.6 736.9 13,345 39.8 500.0 404.3 MOD 2116 225 480/3 15025 -- 1 -- -- -- A -E -- -- -- -- -- -- -- --- 55.0 -- -- A -M RTU -3 TRANE SFHFC75 VAV 24,500 3.0 40 Y 9,820 1.3 7.5 N 80.4/63.0 52.8/50.7 855.5 733.3 13,065 40.3 500.0 391.8 MOD 211.6 225 480/3 14755 --"- VAV -12 -- ------ TRANE -- 6 -- -- -- ----- 6.5 -- -- -- 277/1 -- -- A -M RTU -4 TRANE SFHFC40 VAV 15,500 3.0 25 Y -- -- --- 77.9/62.4 52.8/50.3 527.3 421.9 1 1,340 49.9 850.0 512.0 MOD 129.9 150 480/3 14390 480/3 170 N 9815 1.3 N 85/65 73.8/60.6 78.2/62.5 23.0 67 48.59/42.1 1 28 VAV -15 50 480/3 A -M NOTES: 6 390 210 55.0 A. EQUIPMENT SIZED FOR 100° F AMBIENT TEMPERATURE. 9.1 3.0 2 B. PROVIDE 2" 30% EFFICIENT PLEATED THROWAWAY AIR FILTERS. SIZE FILTERS FOR 500 FPM MAXIMUM FACE VELOCITY. 49 57 A -E C. PROVIDE FULL PERIMETER SPRING VIBRATION ISOLATION ROOF CURB MANUFACTURED BY THYCURB WITH 3" SPRING DEFLECTION. ROOF CURB FURNISHED BY TENANT AND INSTALLED BY LANDLORD AT TENANT'S EXPENSE. 3 425 PROJECTION ROOM TRANE VCEF -08 D. SPECIFIED FAN ESP INCLUDES LOSSES FOR DIRTY FILTERS. 815 245 55.0 E. PROVIDE 100% OUTSIDE AIR ECONOMIZER WITH COMPARATIVE ENTHALPY CONTROLS. 3.5 3 277/1 F. PROVIDE FACTORY INSTALLED VARIABLE FREQUENCY DRIVE. 60 A -E VAV -17 G. DIVISION 16 CONTRACTOR TO PROVIDE SMOKE DETECTORS IN SUPPLY AIR AND RETURN AIR DUCTS. 434 PROJECTION ROOM TRANE VCEF -06 6 H. DISCONNECT SWITCH PROVIDED BY DIVISION 16 CONTRACTOR. 120 55.0 5.2 J. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT. 1.5 2 277/1 49 K. UNIT ELECTRICAL COMPONENTS SHALL BE RATED TO WITHSTAND MINIMUM SHORT CIRCUIT OF NOT LESS THAN THE PANELBOARD SERVING THE EQUIPMENT. 57 A -E VAV -18 3 L. PROVIDE FACTORY MOUNTED UNPOWERED GFCI CONVENIENCE OUTLET. GFCI OUTLET WIRED UNDER DIVISION 16. TRANE VCEF -12 12 1825 M. PROVIDE OUTSIDE AIR AIRFLOW MONITORING. 55.0 23.9 VARIABLE AIR VOLUME TERMINAL SCHEDULE MARK MANUFACTURER MODEL MARK UNIT SERVED ROOM /AREA SERVED MANUFACTURER MODEL INLET SIZE (IN) PRIMARY CFM MINIMUM CFM EF -1 GREENHECK HEATING COIL 1500 SOUND NOTES EAT 120 / 1 MBH A, B KW STEPS V /PH RADIATED 0.75 DISCHARGE 1 180 VAV -1 1 312, 334 CORRIDOR TRANE VCEF -16 16 3945 1400 55.0 1 180 60.8 413, 417 PROJECTION ROOM 18.0 3 480/3 60 750 63 A, C -F VAV -2 4 354, 369 CORRIDOR TRANE VCEF -16 16 3990 1400 55.0 1/3 60.8 120 / 1 18.0 3 480/3 60 GB141 HP -5 63 A, C -F VAV -3 1 416-419 PROJECTION ROOM TRANE VCEF -12 12 1880 565 55.0 0.5 24.5 1096 7.5 3 480/3 57 GREENHECK 61 A, C -F VAV -4 1 420 PROJECTION ROOM TRANE VCEF -06 6 395 120 55.0 175 5.2 1/6 1.5 2 277/1 49 EF -1 Q 57 A -E VAV -5 2 415 ELECTRICAL ROOM TRANE VCEF -12 12 1825 550 55.0 GB141HP-5 23.9 0.75 7.0 3 480/3 56 A -C 60 A, C -F VAV-6 2 413 PROJECTION ROOM TRANE VCEF -06 6 390 120 55.0 GREENHECK 5.2 1500 1.5 2 277/1 49 432, 434 PROJECTION ROOM 57 A---E VAV-7 2 422 PROJECTION ROOM TRANE VCEF -06 6 395 120 _ 55.0 EF -15 5.2 GB141 -5 1.5 2 277/1 49 120 / 1 57 A -E VAV -8 2 412 EMPLOYEE BREAKROOM TRANE VCEF -06 6 480 265 55.0 A, B, E 11.5 3.5 2 277/1 49 60 A -E VAV -9 2 402 MANAGING DIRECTOR OFFICE TRANE VCEF -04 4 170 55 55.0 2.4 1.0 1 277/1 - 46 63 A -E VAV -10 2 404 OFFICE TRANE VCEF -05 5 295 90 55.0 3.9 1.5 2 277/1 46 62 A -E VAV -11 2 341 CONCESSION WEST TRANE VCEF -16 16 3765 1400 55.0 60.8 18.0 3 480/3 59 62 A, C -F VAV -12 3 429 HALL TRANE VCEF -06 6 380 140 55.0 6.5 2.0 2 277/1 49 56 A -E VAV -13 3 341 CONCESSION EAST TRANE VCEF -16 16 3310 995 55.0 43.2 13.0 3 480/3 57 60 A, C -F VAV -14 3 405 COUNTING TRANE VCEF -04 4 170 55 55.0 2.4 1.0 1 277/1 46 63 A -E VAV -15 3 408 SUPPORT OFFICE TRANE VCEF -06 6 390 210 55.0 9.1 3.0 2 277/1 49 57 A -E VAV -16 3 425 PROJECTION ROOM TRANE VCEF -08 8 815 245 55.0 10.6 3.5 3 277/1 48 60 A -E VAV -17 3 434 PROJECTION ROOM TRANE VCEF -06 6 395 120 55.0 5.2 1.5 2 277/1 49 57 A -E VAV -18 3 428 ELECTRICAL ROOM TRANE VCEF -12 12 1825 550 55.0 23.9 7.0 3 480/3 56 60 A, C -F VAV -19 4 430 -433 PROJECTION ROOM TRANE VCEF -12 12 1890 570 55.0 24.7 7.5 3 480/3 57 61 A, C -F VAV -20 2 342 CONCESSION STORAGE TRANE VCEF -04 4 100 100 55.0 4.3 1.0 1 277/1 45 45 A -E VAV -21 2 434 TELECOM TRANE VCEF -04 4 125 55 55.0 2.4 1.0 1 277/1 45 54 A -E VAV -22 2 403 SECURITY TRANE VCEF -04 4 170 55 55.0 2.4 1.0 1 277/1 46 63 A -E VAV -23 2 301 LOBBY WEST TRANE VCEF -14 14 2950 1595 55.0 69.2 20.0 3 480/3 59 63 A, C -F VAV -24 3 301 LOBBY EAST TRANE VCEF-14 14 2950 1975 55.0 87.6 22.0 3 480/3 59 63 A, C-F NOTES: A. INSTALL FLEXIBLE DUCT CONNECTOR AT INLET CONNECTION. B. PROVIDE FACTORY INSTALLED NON - FUSED DISCONNECT SWITCH. C. PROVIDE FACTORY INSTALLED CONTROL POWER TRANSFORMER SUITABLE FOR 277V/1 PHASE CIRCUIT. D. BOX NOT TO EXCEED SCHEDULED DISCHARGE OR RADIATED NOISE DB USING 0.5" W.G. INLET PRESSURE IN THE 3RD OCTAVE BAND. E. PROVIDE FACTORY- INSTALLED, PRESSURE INDEPENDENT DDC CONTROL PACKAGE. F. FUSED DISCONNECT SWITCH PROVIDED BY ELECTRICAL CONTRACTOR. r ' '` '' }, =. ;: - r F RECEIVED 2001 PtHMV11 UstI4I EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL CFM ESP (IN) MIN. HP/ WATTS FAN RPM ELECTRICAL SERVES NOTES V /PH EF -1 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 416 PROJECTION ROOM A, B EF -2 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 418, 419 PROJECTION ROOM A, B EF -3 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 413, 417 PROJECTION ROOM A, B EF -4 GREENHECK GB091 -4 750 0.75 1/4 1539 120 / 1 420 PROJECTION ROOM A, B EF -5 GREENHECK GB141 -5 1000 0.75 1/3 1 100 120 / 1 309 MEN A -C EF -6 GREENHECK GB141 HP -5 1 125 0.75 1/2 1798 120 / 1 333 WOMEN A -C EF -7 GREENHECK GB071 -6 100 0.5 1/6 1096 120 / 1 340 JANITOR CLOSET A, B, D EF -8 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 422, 425 PROJECTION ROOM A, B EF -9 GREENHECK GB071 -6 175 0.5 1/6 1725 120 / 1 409 JANITOR CLOSET /310 UNISEX A, B, D EF -1 Q GREENHECK GB141-5 1000 0.75 1/3 1 100 120 / 1 373 MEN A -C EF -1 1 GREENHECK GB141HP-5 1 125 0.75 1/2 1798 120 / 1 353 WOMEN A -C EF -12 GREENHECK GB091 -4 750 0.75 1/4 1539 120 / 1 427 PROJECTION ROOM A, B EF -13 GREENHECK GB141 --5 1500 0.75 1/2 1 180 120 / 1 432, 434 PROJECTION ROOM A, B EF -14 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 433 PROJECTION ROOM A, B EF -15 GREENHECK GB141 -5 1500 0.75 1/2 1 180 120 / 1 430, 431 PROJECTION ROOM A, B EF -16 GREENHECK GB081 -6 500 0.75 1/6 1534 120 / 1 421 ELEVATOR MACHINE ROOM A, B, E NOTES: A. PROVIDE WITH MINIMUM 12" HIGH ROOF CURB, BIRDSCREEN AND COUNTER BALANCED BACKDRAFT DAMPER. BACKDRAFT DAMPER SHALL BE SAME SIZE AS DUCT. B. ELECTRICAL CONTRACTOR TO PROVIDE DISCONNECT SWITCH AND STARTER. C. FAN OPERATION CONTROLLED BY ENERGY MANAGEMENT SYSTEM. D. FAN OPERATION CONTROLLED BY LIGHT SWITCH. E. FAN OPERATION CONTROLLED BY ENERGY MANAGEMENT SYSTEM, SET TO ENERGIZE AT 857, ADJUSTABLE. DUCT FREE SPLIT SYSTEM MARK SERVICE MANUFACTURER MODEL (INDOOR/ OUTDOOR) PKA- Al2GA /PUY- Al2NHA TH(MBH) 12 SEER 13.8 INDOOR UNIT (CRU) OU I DOOR UNIT (CU) MCA/MOP 13/15 NOTES A---E CFM 320 -425 V /PH 208/1 MCA/MOP 1/15 AMBO 115 V /PH 208/1 CRU- 1 /CU -1 TELECOM ROOM MITSUBISHI NOTES: A. CONTRACTOR SHALL VERIFY EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING. B. MOUNT INDOOR UNIT ON THE MIDDLE OF THE WALL AS HIGH AS POSSIBLE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. C. PROVIDE INTEGRAL THERMOSTAT. D. PLACE OUTDOOR UNIT ON LANDLORD PROVIDED PLATFORM. E. PROVIDE REFRIGERANT, CONDENSATE DRAIN AND POWER CONNECTIONS ON THE SIDE OF THE UNIT. 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 r i St an Ja rar Ph •- 9 1.925504 ax: 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 rr HENDERSON g j ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66 -1595 PH 91 3.307.5300 FX 91 3.3 07.5400 WWW.HENDERS❑NENGINEERS.0 ❑M PROJECT FOR: Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES iv AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223483 -05 SCALE: AS SHOWN SHEET TITLE: MECHANICAL SCHEDULES SHEET NO.: 9.1.92 0241 Email nTc M301 stJ @a kirc a OUTSIDE AIR CALCULATION SCHEDULE - REDUCTION DUE TO STATISTICAL VARIABLE OCCUPANCY) (80% UNIT ZONE ROOM TABLE 3 -4 OCCUPANCY CLASSIFICATION OUTSIDE AIR REQ. OUTSIDE AIR MULTIPLIER OUTSIDE AIR CFM REQ. OUTSIDE AIR SUPPLIED NOTES CFM /FT2 CFM /PERSON AREA OCCUPANCY RTU —1 25 A, C, D, E, K SD -1 __ - _ -_ - - "' SD -2 FPB -2 AUDITORIUM 2 AUDITORIUMS N/A 20 N/A 104 2080 1665 B, C, D FPB -3 AUDITORIUM 3 AUDITORIUMS N/A 20 N/A 144 2880 2305 B, C, D FPB -4 AUDITORIUM 4 AUDITORIUMS N/A 20 N/A 170 3400 2720 B, C, D FPB -5 AUDITORIUM 5 AUDITORIUMS N/A 20 N/A 144 2880 2305 B, C, D FPB -6 AUDITORIUM 6 AUDITORIUMS N/A 20 N/A 104 2080 1665 B, C, D FPB -7 AUDITORIUM 7 AUDITORIUMS N/A 20 N/A 220 4400 3520 B, C, D VAV -1 307A STORAGE LG STORAGE ROOMS 0.15 N/A 107 N/A 20 20 D 25 307A STORAGE SM STORAGE ROOMS 0.15 N/A 57 N/A 10 10 D CEILING 312, 334 CORRIDOR CORRIDORS AND UTILITIES 0.05 N/A 3025 N/A 155 155 D CEILING 309 MEN TOILET ROOM N. /A 75 N/A 11 825 -- A TITUS 333 WOMEN TOILET ROOM N/A 75 N/A 15 1125 A 307 JANITOR CLOSET STORAGE ROOMS 0.15 N/A 58 N/A 10 10 D 308 FAMILY RESTROOM TOILET ROOM N/A 75 N/A 1 75 -- A VAV-3 416 -419 PROJECTION ROOM N/A N/A 20 N/A 1 20 20 VAV -4 420 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 TOTAL 17955 14415 RTU -2 FPB -23 302 GUEST SERVICES OFFICE SPACES N/A 20 N/A 2 40 40 D, E FPB -24 303 BOX OFFICE BOX OFFICE N/A 20 N/A 8 160 160 B, D FPB-1A, 1B AUDITORIUM 1 AUDITORIUMS N/A 20 N/A 299 5980 4785 B, C, D FPB -8A, 8B AUDITORIUM 8 AUDITORIUMS N/A 20 N/A 299 5980 4785 B, C, D VAV -8 412 BREAKROOM KITCHEN N/A 15 N/A 8 120 120 B, D 436 SUPPPORT STORAGE ROOMS 0.15 N/A 640 N/A 100 100 D 414 HALL CORRIDORS AND UTILITIES 0.05 N/A 875 N/A 45 45 D FPB -17, 18, 19, VAV-23 301 LOBBY BOTTOM THEATER LOBBIES N/A 20 N/A 267 5340 4275 C, D, E VAV -11 341 CONCESSION BOTTOM KITCHEN N/A 15 N/A 16 240 240 D, E 343 CONCESSION SUPPORT BOTTOM STORAGE ROOMS 0.15 N/A 592 N/A 90 90 0 340 JANITOR CLOSET STORAGE ROOMS 0.15 N/A 109 N/A 20 20 D 345 OPS STORAGE ROOMS 0.15 N/A 120 N/A 20 20 D VAV -7 422 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 VAV -21 434 TELECOM OFFICE SPACES N/A 20 N/A 2 40 40 D, E VAV -20 342 CONCESSION STORAGE STORAGE ROOMS 0.15 N/A 419 N/A 65 65 0 342A SECURE STORAGE STORAGE ROOMS 0.15 N/A 207 N/A 35 35 D VAV -6 413 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 VAV-5 415 ELECTRICAL CORRIDORS AND UTILITIES 0.05 N/A 406 N/A 25 25 D VAV -9 402 MANAGING DIRECTOR OFFICE OFFICE SPACES N/A 20 N/A 2 40 40 B, D VAV -22 403 SECURITY OFFICE SPACES N/A 20 N/A 1 20 20 B, D VAV -10 404 OFFICE OFFICE SPACES N/A 20 N/A 4 80 80 B, D TOTAL 18480 15025 RTU -3 FPB -25 380 ARCADE ARCADES 0.2 N/A 281 N/A 60 60 D FPB-16A, 16B AUDITORIUM 16 AUDITORIUMS N/A 20 N/A 299 5980 4785 B, C, 0 FPB -9A, 9B AUDITORIUM 9 AUDITORIUMS N/A 20 N/A 299 5980 4785 B, C, D FPB -20, 21, 22, VAV -24 301 LOBBY TOP THEATER LOBBIES N/A 20 N/A 268 5360 4290 C, D, E VAV -13 341 CONCESSION TOP KITCHEN N/A 15 N/A 13 195 195 D, E 343 CONCESSION SUPPORT TOP STORAGE ROOMS 0.15 N/A 597 N/A 90 90 D 344 SECURE STORAGE STORAGE ROOMS 0.15 N/A 363 N/A 55 55 D 345A STORAGE STORAGE ROOMS 0.15 N/A 180 N/A 30 30 D VAV -12 435 SUPPORT STORAGE ROOMS 0.15 N/A 578 N/A 90 90 D 429 HALL CORRIDORS AND UTILITIES 0.05 N/A 710 N/A 40 40 D 409 UNISEX TOILET ROOM N/A 75 N/A 1 75 -- A 410 JANITOR CLOSE! STORAGE ROOMS 0.15 N/A 63 N/A 10 10 D VAV -14 405 COUNTING OFFICE SPACES N/A 20 N/A 2 40 40 B, D 406 VAULT STORAGE ROOMS 0.15 N/A 66 N/A 10 10 D VAV -15 408 SUPPORT OFFICE (CONFERENCE) CONFERENCE ROOMS N/A 20 N/A 10 200 200 B, D 407 CLOSET STORAGE ROOMS 0.15 N/A 59 N/A 10 10 D VAV -18 428 ELECTRICAL CORRIDORS AND UTILITIES 0.05 N/A 405 N/A 25 25 D VAV -16 425 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 VAV -17 434 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 TOTAL 18215 14755 RTU -4 FPB -10A, 106 AUDITORIUM 10 AUDITORIUMS N/A 20 N/A 220 4400 3520 B, C, D FPB -11 AUDITORIUM 11 AUDITORIUMS N/A 20 N/A 104 2080 1665 B, C, D FPB -12 AUDITORIUM 12 AUDITORIUMS N/A 20 N/A 144 2880 2305 B, C, D FPB -13 AUDITORIUM 13 AUDITORIUMS N/A 20 N/A 170 3400 2720 B, C, D FPB -14 AUDITORIUM 14 AUDITORIUMS N/A 20 N/A 144 2880 2305 B, C, D FPB-15 AUDITORIUM 15 AUDITORIUMS N/A 20 N/A 104 2080 1665 B, C, D VAV -2 354, 369 CORRIDOR CORRIDORS AND UTILITIES 0.05 N/A 2987 N/A 150 150 D 373 MEN TOILET ROOM N/A 75 N/A 11 825 -- A 353 WOMEN TOILET ROOM N/A 75 N/A 15 1125 -- A 375 JANITOR CLOSET STORAGE ROOMS 0.15 N/A 58 N/A 10 10 D 374 FAMILY RESTROOM TOILET ROOM N/A 75 N/A 1 75 -- A 375 STORAGE LG STORAGE ROOMS 0.15 N/A 107 N/A 20 20 D 375 STORAGE SM STORAGE ROOMS 0.15 N/A 57 N/A 10 10 0 VAV -19 430 -433 PROJECTION BOOTH N/A N/A 20 N/A 1 20 20 TOTAL 17930 14390 NOTES: A. THE QUANTITY LISTED FOR OUTSIDE AIR IS EXHAUST TO OUTDOORS WITH 75 CFM PER WATER CLOSET AS REQUIRED FOR TOILET ROOMS ON TABLE 3 -4 OF THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13. B. OCCUPANCY BASED ON FIXED SEATING WITHIN AUDITORIUM AND /OR ROOM. C. 80% REDUCTION AS APPROVED BY BOB BENEDICTO. D. REQUIREMENTS BASED ON TABLE 3 -4 OF THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13. E. OCCUPANCY BASED ON MAXIMUM OCCUPANT LOAD RATE INDICATED IN TABLE 3 -4 OF THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13. GRILLE, REGISTER AND DIFFUSER SCHEDULE IMAGE MARK MANUFACTURER MODEL FACE TYPE MOUNTING LOCATION FACE SIZE (IN) MAX. NC NOTES 7 -18 -06 75% TENANT PLANS TITUS TMSA CONE CEILING 24 x 24 25 A, C, D, E, K SD -1 __ - _ -_ - - "' SD -2 TITUS TMS CONE CEILING 24 x 24 25 A, B, C, D, K SD -3 TITUS TMS CONE CEILING VARIES 30 A, B, C, F, K 4 `= SD -4 TITUS TMS CONE CEILING 24 x 24 30 A, B, C, K, N _ i v at . . ANA ix E ti kt, i r i , 'e,4 7 ,47 r �_# 1 .. ; .'. i�"' l i 5 y `� r' SD -5 TITUS SG —TDC LOUVERED CORE LATTICE FACE CEILING 12 x 12 30 A, B, C, F, K SWR -1/ TITUS 300RS DOUBLE DEFLECTION SIDEWALL VARIES 30 G, H, J, L, 0 rs -1 w +. y - TG— 1 SWR -2 TITUS 272RL DOUBLE DEFLECTION SEE PLANS VARIES 30 F, H, J, L, M RG -1 TITUS PAR PERFORATED CEILING 24 x 24 25 A, D, J RG -2 TITUS PAR PERFORATED CEILING 24 x 24 30 A, K, N _ - RG -3 TITUS PAR PERFORATED CEILING 24 x 24 30 A, F, K ej , - !,.,1:•:I,••I•• °I ► .: ,i_I �!i:, I is : 1 Y EG -1 TITUS 50F EGG CRATE CEILING 12 x 12 30 A, F, J, K, L NOTES: A. NECK SIZE SHOWN ON DRAWINGS. B. 4 —WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. D. FLAT BLACK FINISH. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. E. ADJUSTABLE DISCHARGE VANES SET FOR VERTICAL AIR PATTERN DOWN TO THE OCCUPIED SPACE. F. BAKED ENAMEL FINISH, OFF WHITE. G. FRONT BLADES PARALLEL TO SHORT DIMENSION. H. DOUBLE DEFLECTION BARS SHALL BE ADJUSTABLE. ADJUST TO DEFLECT AIR DOWN AND EVENLY TO THE SIDE. J. PROVIDE NECK FOR DUCT CONNECTION WHERE INDICATED ON PLANS. K. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. PROVIDE TITUS "TRM" RAPID MOUNT FRAME TO CREATE LAY —IN APPLICATION WHEN INSTALLED IN A HARD CEILING. REFER TO DETAIL 8/M401 FOR RAPID MOUNT FRAME FRAMING REQUIREMENTS. L. PROVIDE OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE OF DEVICE. M. FRONT BLADES PARALLEL TO LONG DIMENSION. N. PROVIDE CUSTOM ENVIROTHERM FACTORY PAINTED FINISH TO MATCH CEILING COLOR USG SANDSTONE. COORDINATE WITH ARCHITECT. 0. PROVIDE CUSTOM FACTORY PAINTED FINISH TO MATCH ADJACENT SURFACES. COORDINATE WITH ARCHITECT. 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 ist ands re Into L: RECEIVEL JUL 12 MU PtMMI { (fN i Li Ptr. no: 9 1.925. 04 ax. 9.1.92.. 0244 Email' cos dr C SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fa= (816) 421 -1956 TrOHENDERSON ; Li INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS - 5'52 - F4 - 1595 PH 91 3.307.5300 FX 91 3.307.54013 WWW.HEN0ERS0NENGINEERS.00M PROJECT FOR: amc Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC 920 MAIN STREET Kansas City, 'MO 64105 PROJECT NAME: amc 16 THEATRES AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: AS SHOWN SHEET TITLE: MECHANICAL SCHEDULES SHEET NO.: 531 M302 ftProgramslAIVIC Theatres10550000367 AMC Southcenter - Tukwila WAlOOMMech105500D0367M302,dwg, Plot, 7/2/20D7 11:01:40 AM, allenevans, 1:1 DATE: 1 r 4 -21 -05 L __I 5 -4 -05 r 1 5 -1 -06 L J 6 -7 -06 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 1 OUTSIDE DIMENSION / 7 . 23 ", 19 ", 17" OR 11" / / INSIDE DIMENSION 0- Y V KEEP AS LONG AS POSSIBLE AND UP TO 4' -\ ROOF DECK 18" MIN. KEEP AS HIGH AS POSSIBLE CURB SUPPLY AIR FAN POWERED BOX X TRANSITON TO UNIT CURB CONNECTION SIZE FLEX TRANSITION FROM UNIT CONNECTION SIZE IN RISE SO DUCT IS BETWEEN JOISTS RETURN DUCT DETAIL RTU -1, 2, 3, 4 NO SCALE 2" LINED SHEET METAL BOOT R/A JOIST DIRECTION PROVIDE 1/2 "x1/2" MESH INLET SCREEN AT EACH END OF DUCT (TYP.) 18" MIN. - — WALL KEEP SPRINKLER MAINS AS HIGH AS POSSIBLE NOTES: EXTEND DUCTWORK OVER TOP OF CURB, SECURE DUCTWORK TO CURB NAILER SECURE CURB TO ROOF WITH SCREWS, PINS, OR BOLTS FASTEN ANGLE IRON SECURELY TO DUCT AND ROOF STRUCTURE ROOFTOP UNIT REFER TO STRUCTURAL "RTU CURB SECTION" DETAIL FOR FASTENER TYPE, SIZE AND LOCATION WOOD NAILER FURNISHED WITH CURB ROOF FLASHING ROOF CURB CURB ROOF DECK TRANSITION IN RISE TO UNIT CONNECTION SIZE NOT TO SCALE SIZE PER PLAN (SIZE PER PLAN) m END VIEW SIDE VIEW STEEL SUPPORT CLIPS (TYP.) SHEET METAL SCREWS (TYP.) RECTANGULAR STEEL HVAC DUCT WOOD OR STEEL STUD FIRE BARRIER, CAULK TO FILL ANNULAR SPACE TO FULL DEPTH OF WALL MATERIAL OPTIONAL ANGLE IRON SUPPORT FRAME DUCT FASTENERS 6 "O.C. MAXIMUM STEEL SUPPORT CLIPS 6 "O.C. MAXIMUM RECTANGULAR STEEL HVAC DUCT 3/8 "MAXIMUM ANNULAR SPACE 1. INSTALL FIRESTOP WHERE DUCT PASSES THROUGH A FIRE -RATED WALL THAT DOES NOT HAVE FIRE OR FIRE /SMOKE DAMPER SHOWN ON PLAN. ® HVAC DUCTWORK FIRESTOP DETAIL NO SCALE TYPICAL SUPPLY AND RETURN DUCT DUCT ? ROOF CURB AND DUCT ISOLATION DETAIL NO SCALE NO VANES IN FITTING NEOPRENE GASKET 4" THICK, 70 PCF CONCRETE CLEAR 7' -6" MIN. ABOVE FLOOR EXHAUST FAN WITH BIRDSCREEN FLEX ROOF DECK 2" DUCT LINER (TYPICAL) (SIZE PER PLAN) - SECURE EXHAUST FAN TO ROOF CURB WITH VIBRATION ISOLATORS PREFABRICATED INSULATED CURB WITH TREATED WOOD NAILER. ROOF DECK REFER TO ARCHITECTURAL DRAWINGS COUNTER BALANCED BACKDRAFT (UNLESS NOTED OTHERWISE) DAMPER, SECURE TO DUCT FROM ABOVE TO ALLOW SERVICE OR REMOVAL OF DAMPER FROM ROOF EXHAUST DUCT UP THROUGH ROOF. SEE PLANS FOR SIZE AND LOCATION. DOWNBLAST EXHAUST FAN DETAIL NO SCALE A FLEXIBLE CONNECTION a R-19 UNFACED BATT INSULATION SEAL ROOF PENETRATION WITH A CONTINUOUS BEAD OF ACOUSTIC NON - HARDENING SEALANT. AIR SPACE BETWEEN DUCT AND ROOF LESS THAN 1/8" WIDE 1/2" FIBERBOARD INSULATION ROOF INSULATION JOIST 1" DUCT LINER (TYPICAL) NOTE: NOT ALL RTU'S HAVE A TEE TYPICAL SUPPLY DUCT DETAIL RTU -1, 2, 3, 4 NO SCALE CEILING DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER WHERE INDICATED ON PLANS OR IN SCHEDULE PRE - INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS METAL BAND (TYPICAL) CEILING DIFFUSER WITH VOLUME DAMPER, FIRE DAMPER WHERE INDICATED ON PLANS OR IN SCHEDULE E CEILING NOTES: 1. EXTEND HARD METAL DUCT SO THAT MAXIMUM EXCEED 5' -O ". PROVIDE RIGID 90' ELBOW WHERE DUCT WITHIN 5' -0" LENGTH LIMITATION. 25 1 /4 ", 21 1 /4 ", 19 1 /4" OR 13 1 /4" METAL BAND (TYPICAL) SEE NOTE 1. PRE - INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS FLEXFLOW DUCT ELBOW BY THERMAFLEX OR APPROVED EQUAL FLEXIBLE DUCT NOTES: INSTALL FLEXIBLE DUCTWORK SUPPORTS AT ALL AIR INLETS. RETURN GRILLE FLEXIBLE DUCT CONNECTION TO AIR INLET NO SCALE METAL BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED WITH VOLUME DAMPER AND DAMPER LOCK WITH 3" EXTENDED SHAFT WHERE INDICATED ON PLANS OR IN SCHEDULE Arti CEILING PROVIDE 1/2" THICK INSULATION INTERNAL TO SLOT AS SHOWN OR FOIL BACKED MINERAL WOOL INSULATION EXTERNAL TO SLOT; SEAL FOIL TO SLOT WITH FIBER REINFORCED FOIL BACKED TAPE MOUNTING ARRANGEMENT PER SCHEDULE NOTES: 1. EXTEND HARD METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5' -0 ". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5' -O" LENGTH LIMITATION. SEE NOTE 1. 24 ", 20 ", 18" OR 12" 1 r LAY —IN AND SLOT TYPE CEILING DIFFUSER DETAIL NO SCALE HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED. NYLON BAND OVER INSULATION (TYPICAL) [I1ftliJ I. :ICI IIIII1 IIIIIIII II;I -I 18" LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION STEEL MOUNTING FRAME. RE: 8 -M401 FLEXIBLE DUCT LENGTH DOES NOT REQUIRED TO KEEP FLEXIBLE LAY —IN CEILING DIFFUSER, GRILLE-116 0 7 IN HARD CEILING DETAIL ��'S Air ' ' -' NO SCALE 0 NOTE: ROUGH -IN OPENING SIZES: NOMINAL 12 "x 12" - 12 1/2"x 12 1/2" NOMINAL 24 "x 24" = 24 1/2"x 24 1/2" NOMINAL 24 "x 12" = 24 1/2"x 12 1/2" NOMINAL 18 "x 18" = 18 1/2"x 18 1/2" NOMINAL 20 "x 20" = 20 1/2 "x 20 1/2" 25 1/4", 21 1/4", 19 1/4" OR 13 1/4" VOLUME DAMPER AND DAMPER LOCK WHERE INDICATED ON PLANS OR IN SCHEDULE WITH 3" EXTENDED SHAFT. INSTALL DAMPER HANDLE A MAXIMUM OF 2'--D" ABOVE CEILING AND A MAXIMUM OF 12" HORIZONTALLY FROM THE EDGE OF DIFFUSER. PROVIDE WHERE INDICATED ON PLANS OR IN SCHEDULE. INSULATED DUCT --1 INSULATED DUCT DRYWALL MOUNTING FRAME DETAIL NO SCALE 45' HIGH EFFICIENCY TAKE -OFF WITH SQUARE TO ROUND FITTING METAL STUD REINFORCING BY G.C. AROUND OPENING. ROUGH OPENING BY G.C. MOUNTING SCREW FIELD INSTALLED DRYWALL CEILING STEEL MOUNTING FRAME SHEETMETAL DUCT BALANCING DAMPER WITH QUADRANT LOCK WHERE INDICATED ON PLANS OR IN SCHEDULE (SEE NOTE 3 AND 4) NOTES: 1. CUT OPENING IN SHEETMETAL DUCT ACCURATELY. INSTALL 45' LATERAL TO AVOID VISIBLE OPENINGS AND SECURE FITTING SUITABLY FOR PRESSURE CLASS. 2. INSTALL FLEXIBLE DUCT IN AS STRAIGHT A RUN AS POSSIBLE. USE LONG RADIUS BENDS WHERE POSSIBLE. PULL DUCT TIGHT AT BOTH ENDS AND SECURE WITH METAL CLAMPS. 3. PROVIDE 3" EXTENSION RODS TO ACCOMMODATE INSULATION, PULL TO EDGE OF DUCTWORK AS REQUIRED AND SEAL TO MAINTAIN VAPOR BARRIER. 4. INSTALL LOCKING QUADRANT AND HANDLE ON BOTTOM OF DUCT FOR EASY SERVICE. GRIP LOCK WOVEN NYLON/ POLYESTER BLEND FLEXIBLE CONNECTION MAXIMUM 6" (SIMILAR TO METAL -FAB BY DURO DYNE) OVERLAP DUCT WRAP INSULATION AND SEAL EXTERNAL INSULATION IF NOT INTERNALLY LINED — SQUARE TO ROUND TAKE-OFF FITTING EXTERNAL INSULATION IF NOT INTERNALLY LINED CONCENTRIC SHEETMETAL REDUCER, WHEN REQUIRED BY DUCT SIZE METAL FLEXIBLE CONNECTION MAXIMUM 6" BY ATCO MODEL UPC #018. OVERLAP DUCT WRAP INSULATION AND SEAL SUPPLY DUCT AIRFLOW NOTES: DUCT WITH 1" ACOUSTICAL DUCT LINER PLANE OF PARTITION OR WALL SUPPLY DUCT DAMPER SQUARE TO ROUND TAKE -OFF FITTING NOTE: PROVIDE GREY OR ALUMINIZED DUCT TAPE SECURING AND SEALING FLEXIBLE DUCT OR EXTERNAL DUCT INSULATION FLEXIBLE DUCT (MAXIMUM OF 5' -0" WITH ONE 90' ELBOW IIIIIIIIIIIIIIIIIIIIIIIIIIIIII t SPLIT DOUBLE SIDED TAPE AT 45° ANGLE TO PREVENT LEAKAGE APPLY BAND OVER DOUBLE SIDED TAPE TO COMPRESS AND SEAL FLEX TO OUTSIDE OF COLLAR (STAINLESS STEEL) BAND 1/2" MINIMUM WIDTH) 45 °LATERAL FLEXIBLE DUCT TAKE OFF DETAIL NO SCALE L J -_ - L J 1" BAND CLAMP CONNECT TO AIR DEVICE NECK NOTED FLEX DUCT IS SAME SIZE AS DIFFUSER NECK UNLESS NOTED OTHERWISE SUPPLY DUCT MINIMUM 3' TO FIRST ELBOW OR TAP ELECTRIC REHEAT COIL 7 SERIES FAN (SEE NOTE 1) ACTUATOR ALLOW FOR REQUIRED NEC CLEARANCE. DAMPER CONTROLLER BOX FLOW METERING STATI ON METAL FLEXIBLE CONNECTION MAXIMUM 6" BY ATCO MODEL UPC #018. OVERLAP DUCT WRAP INSULATION AND SEAL MINIMUM STRAIGHT LENGTH OF 3X DUCT DIAMETER INSULATION AS REQUIRED (EXTERNAL SHOWN) NOTES: 1. SUPPORT AIR TERMINAL UNIT, BOTH ENDS WITH MINIMUM 2" WIDE GALVANIZED 22 GA. HANGER STRAPS. SUPPORT UNIT WITH SPRING VIBRATION ISOLATORS WITH 0.5 STATIC DEFLECTION IF INTERNAL FAN SPRING ISOLATION IS NOT PROVIDED. LOCATE SUPPORTS AROUND UNIT TO MAINTAIN CLEARANCE FOR ACCESS TO UNIT COMPONENTS 2. INSTALL BOX NOT MORE THAN 3 FEET ABOVE THE CEILING TO ENABLE ACCESS FOR MAINTENANCE. SERIES FAN POWERED VAV BOX WITH ELECTRIC REHEAT COIL NO SCALE MINIMUM 3' TO FIRST ELBOW OR TAP J CONTROL BOX ALLOW FOR NEC REQUIRED MAINTENANCE BOX FLOW METERING STATION MINIMUM 3X DUCT DIAMETER INSULATION AS REQUIRED (EXTERNAL SHOWN) 1. SUPPORT AIR TERMINAL UNIT, BOTH ENDS WITH MINIMUM 2" WIDE GALVANIZED 22 GA. HANGER STRAPS. 2. INSTALL BOX NOT MORE THAN 3 FEET ABOVE THE CEILING TO ENABLE ACCESS FOR MAINTENANCE. VARIABLE AIR VOLUME BOX DETAIL NO SCALE 0 MINIMUM 1.5D PROVIDE ADEQUATE SUPPORT TYPICAL RETURN AIR TRANSFER DUCT DETAIL (L— SHAPED) NO SCALE RECE1VEL JUL 12 ?.gO1 �'tNMI I ()UN.;; Li 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 TFR HENDERSON LUENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 9 66214-1 PH 913.307.5300 FX 913.307.5400 WWW.HENDERS0NENGINEERS.COM PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES AT SHOPP!NGTOWN SO UT H CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383 -05 SCALE: AS SHOWN SHEET TITLE: MECHANICAL DETAILS SHEET NO.: M401