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HomeMy WebLinkAboutPermit PG07-186 - WESTFIELD SOUTHCENTER MALL - AMC THEATERSAMC THEATER 3600 SOUTHCENTER MALL PGO7-186 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 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 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 HOT, COLD AND HOT WATER RETURN SYSTEMS, GAS, WASTE AND VENT AND CONCESSION SYSTEM Value of Plumbing /Gas Piping: $557,920.00 Fees Collected: $1,602.50 Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 6 Food -waste grinder, commercial 0 Floor drain 14 Shower, single head trap 0 Lavatory 27 Wash fountain Receptor, indirect waste 4 Sinks 4 Urinals 12 Water Closet 43 doc: UPC - 10/06 FIXTURE TYPE AND OUANTITY 0 * *continued on next page ** PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: Phone: Phone: 951 - 925 -2504 Phone: 206 -763 -9400 Expiration Date: 12/31/2008 PG07 -186 12/17/2007 06/14/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 2 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 0 Medical gas piping (6 +) inlets /outlets 0 Gas Piping Gas piping outlets (0 -5) 5 Gas piping outlets (6 +) 0 PG07 -186 Printed: 12 -17 -2007 Permit Center Authorized Signature: City o"Tukwiia 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 v., Permit Number: PGO7 -186 Issue Date: 12/17/2007 Permit Expires On: 06/14/2008 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction performanc f work. I am authorized to sign and obtain this plumbing /gas piping permit. doc: UPC -10/06 Signature: �� �9 - c��lf' —r Date: V2" (I ( o7 Print Name: k(2( 1 45 se This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -186 Printed: 12 -17 -2007 Parcel No.: Address: Suite No: Tenant: AMC THEATER 1: ** *PLUMBING AND GAS PIPING * ** 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 2623049023 3600 SOUTHCENTER MALL TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -186 ISSUED 07/12/2007 12/17/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall riot be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: Cond -10/06 * * continued on next page ** PG07 -186 Printed: 12 -17 -2007 Signature: Print Name: doc: Cond -10/06 d ec,--e- 4 0,44'( 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: 12 417 i V i PG07 - 186 Printed: 12 -17 -2007 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us E -Mail Address: K1 R &' STICIN . Co Yt Contact Person: E -Mail Address: Contractor Registration Number: Company Name: S K A E2cH iTecroQE Mailing Address: 2S,S .S • SAN 34c ;at, AVE - Contact Person: E'YlN$ TROcIrmAirst E -Mail Address: k TROtri 4t( s rklNG , (,OM Company Name: H6N OL-' RSON Mailing Address: q325" L R N RX.4 Contact Person: A 11 e4 EY4N 4 E -Mail Address: AU..et1. Hei- eNG• y Q: Applications\Forms• Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. 001 2- Mechanical Permit No. I" t O 1 I, SO Plumbing/Gas Permit No. 1 u— 8 Public Works Permit No. Project No. f 01- 014 (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.: Suite Number: — Floor: New Tenant: (,....Yes ❑..No Site Address: 30 b0 ► JV IcenRt t ax %km./ Tenant Name: A MG R E'19L'Ty Property Owners Name: K! EgTFt etc) R G o 2)O 2AT - t'tJ C • Mailing Address: «v0 % W ASH irn (30%.1 .EVtA - Vo t o m PIA tOS /4 J ELeS - 90a2S - 04 1 4' City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: KS.VIN I R,0uTrl1Ahi Day Telephone(967) 9 Mailing Address: P67.5 S. SAN i i,ctt+rft, Ave. Si, 3A�tN'ib �-G • 9?S 5 3 City State Zip Fax Number: (qi) 9 c 9C a 44/ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) State Zip City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record SAAIJAC.Wrc Ga. City ale Zip Day Telephone: (qs/) o - 2504 Fax Number: (9S) ■5 0.2 4 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record £NGiNEERG XNe. DRivE_ , Sucre « temppq k . 64g14-1699s City S t 2 te Zip Day Telephone: ( 13) bo7 ' 5300 Fax Number: (ill) 3 — O Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 5; 6 Existing Building Valuation: $ Scope of Work (please provide detailed information): MA " J. ntrovEMAVr , (i l t 7'N i3'7 /31. S7 u b . TR x..iu n. G' 1Ft1_ ST4 Own1 56'471 M (C, +?S5 Ie 44,1311 FRAM �11L €9,1 -axo ■N A- ni rw I1 Ptex ' ervnze- Wirlt IN Soanic Will there be new rack storage? \ ❑ Yes X.. No If yes, a separate permit and plan sub tttal will be required. PLANNING DIVISION: Single family building foo . 1 t (area of the foundation of all structures, plus any decks over 18 inc and overhangs greater than 18 inches) *For an Accessory dwe ' g, provide the following: Lot Area (s• : Floor area of principal dwelling: Fl area of accessory dwelling: *Provide . . cumentation that shows that the principal owner lives in one of the dwellings as his or h rimary residence. Number of Parking Stalls Provided: Will there be a change in use? Provide All Building Areas in Square Footage Below Standard: ❑ Yes Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: NC Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tgl 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:\Applications\Fornu- 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 1s` Floor ♦ I'itC33414/Mt gto, - 7 F'Aki W a c c at o 1 _ 2 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): $ 5; 6 Existing Building Valuation: $ Scope of Work (please provide detailed information): MA " J. ntrovEMAVr , (i l t 7'N i3'7 /31. S7 u b . TR x..iu n. G' 1Ft1_ ST4 Own1 56'471 M (C, +?S5 Ie 44,1311 FRAM �11L €9,1 -axo ■N A- ni rw I1 Ptex ' ervnze- Wirlt IN Soanic Will there be new rack storage? \ ❑ Yes X.. No If yes, a separate permit and plan sub tttal will be required. PLANNING DIVISION: Single family building foo . 1 t (area of the foundation of all structures, plus any decks over 18 inc and overhangs greater than 18 inches) *For an Accessory dwe ' g, provide the following: Lot Area (s• : Floor area of principal dwelling: Fl area of accessory dwelling: *Provide . . cumentation that shows that the principal owner lives in one of the dwellings as his or h rimary residence. Number of Parking Stalls Provided: Will there be a change in use? Provide All Building Areas in Square Footage Below Standard: ❑ Yes Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: NC Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tgl 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:\Applications\Fornu- Applications On Linel3.2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty s Bathtub or combination bath/shower ^ Drinking fountain or water cooler (per head) / /O Wash fountain �— Gas piping outlets Bidet –. Food -waste grinder, commercial Receptor, indirect waste L Clothes washer, domestic • Floor drain / I Sinks Dental unit, cuspidor -- Shower, single head trap — Urinals / Dishwasher, domestic, with independent drain Lavatory 27 Water Closet /,1 7J Building sewer or trailer park sewer Ni Rain water system – per drain (inside building) 14 /4 Water heater and/or vent Additional medical gas inlets/outlets – six or more .--. Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors , Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping _ Medical gas piping system serving one to five inlets/outlets for specific gas — .. "rr Occupancy (per Int'1 Building Code): 1. 1 Utility Purveyor: Water: GAArr3LGda-C Q:\Applications\Fomu- Applications On Line 3 -2006 - Permit Application.doc Revised: 9-2006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 2 / 9PO Valuation of Gas Piping work (contractor's bid price): $ 7$,n o o / /� Scope of Work (please provide detailed information): /10 T Got O AA/0 t y qre Re 77,26J c 44/0 V EWT AN/7 GO•VG &35 /on) gTEYY■ Building Use (per Int'l Building Code): u i `e - Ede-Pi m Sewer: 4/1A/01-02 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 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. 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). BUILDING 0 Signature: Print Name: Mailing Address: 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. Date Application Accepted: Q: Applications\Fotms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: I -1 -Qt Page 6 of 6 City of Tukwila Parcel No.: 2623049023 Address: 3600 SOUTHCENTER MALL TUICW Suite No: Applicant: AMC THEATER Receipt No.: R07 -02775 Initials: WER User ID: 1655 Payee: MACDONALD MILLER TRANSACTION LIST: Type Method Description Payment Check 1542 ACCOUNT ITEM LIST: Description doc: Receipt -06 GAS - NONRES PLAN CHECK - NONRES 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 Amount 316.50 Account Code Current Pmts 000/322.100 88.00 000/345.830 228.50 Total: $316.50 Permit Number: PG07 - 186 Status: APPROVED Applied Date: 07/12/2007 Issue Date: Payment Amount: $316.50 Payment Date: 12/17/2007 01:50 PM Balance: $0.00 6120 12/17 9710 TOTAL 316.50 Printed: 12 -17 -2007 Parcel No.: 2623049023 Permit Number: PG07 -186 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 07/12/2007 Applicant: AMC THEATER Issue Date: Receipt No.: R07 -01364 Initials: BLH Payment Date: 07/12/2007 09:37 AM User ID: ADMIN Balance: $316.50 Payee: AMC MULTI- CINEMA INC TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receiot -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 Payment Check 319652 1,286.00 PLAN CHECK - NONRES 000/345.830 PLUMBING - NONRES 000/322.100 RECEIPT Account Code Current Pmts 88.00 1,198.00 Total: $1,286.00 Payment Amount: $ 1,286.00 0260 07/13 9710 TOTAL. 1286.00 Printed: 07 -12 -2007 COMMENTS: Type of Inspection 1/141 P /r,4, b;,7 F..4 i A oAI( Roek 7"-- (? rf by tf , c Do.., /d till 1 tr Dy / 21 p f- A Hfo rvirc: 0017- 11 Special Instructions: A s r ... / „pp,x a.m. p.m. Requester: n 1/ Phone No: 2o& 57/ '.'51O Project: 4i1 Thi4f'- Type of Inspection 1/141 Fh41 Address: 36 !1' ll Date Called: Special Instructions: Date Wanted: 7-'1- 4 v a.m. p.m. Requester: n 1/ Phone No: 2o& 57/ '.'51O 17 Q6-O? 1'f, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LJ Approved per applicable codes. Corrections required prior to approval. !Inspector: Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ?A . Type of Inspection: 16�. le 4o•, c, v 1 L'r Silt RI ,- dy / • .--, 9" 1..- 5/ 5, WC Ok Date Wanted: a Otek Flo..- T I Py Me nnb. Mir.- Phone No: 2;2651/ 5510 5"- t/ek. - € -e5 "fed, . 1 11 -- a wtO hvCC: 0,1 7 -7 =2r Pr oject: Aftc / Type of Inspection: Address: 3G P Q NA // Date Called: Special Instructions: Date Wanted: a Requester: Por Phone No: 2;2651/ 5510 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: <! —/ (Date: 7- _ p� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: A ric t4f., (-f Type of Inspection: ( -s /'i'c Address: Date Called: Special Instructions: Date Wanted: --11 — vif ., p.m. Requester: CA r.r5 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. tt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,.#100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 / (fii( /4 1 114f / o ti 40 r$L Inspector: $58.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Date: 4-11-PS' Project: A 1'1C The 'II''' Type of Inspection: UPS /' le- Address: ago MA r r Date Called: Special Instructions: Date Wanted: 6 - y -, p.m. Requester: at.' S Phone No: 5 02 - 46 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - pA C7,,4ecf' > t.? t 5f 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: .�� ip,f: -�'►-"'ysst"�Gm:tf.�L*'v�iGl '.',�"�'_ Project: Atic Ile Aff, Type of Inspection: .iz ,'1.t P/> Address: 36 o o S9 c +(. M4 R t f Date Called: Special Instructions: Date Wanted: 5 - 4- a.m. p.m. Requester: Phone No: t2 S7/ ff ° tLI 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 -3670 ® Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: Aft c R L ; X$1/2,h cn,- , ; &_ f Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: j Q7 -1 S(� Date: 5=2 - U 0 COMMENTS: p p . >r tip rylnf gt4fr 5 // 2k M 2cZ f t $ Litre-- P 2O } ;v..' 1 $: Weft- `1 ".444 „5-t 4Nc 10-41(L 5 (ply •,. IZOar, 4 3' Ri-h 14, 5c4 fo c P✓c Pi p4 L Plsdc / To 5 ef' L , 51-'N5 t / 4 r f- tT4 / Date Called: tl .4,a 6r -e- 4 /3 Special Instructions: Project: ti6 r&,t4 Type of Inspection: g ;v..' 1 • y,✓ Address: 36070 .S ti L Ccd.1 tT4 / Date Called: Special Instructions: Date Wanted: 1-1 — 27 -4( a.m. p.m. Requester: Phone No: 13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P &O7- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. 'Inspector: Date: Li— El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type o nspection: Address: S (..- V N..) Date Called: Special Instructions: Date Wan P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERM IT NO. r (206)431-3670 pproved per applicable codes. Corrections required prior to approval. A COMMENTS: 0. bL \11kr-fr, 'Inspector: I r." , 'Date: . pl,(14A• eV I tA fl $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: Project: Amc..._ linee^s1 Type,Af Inspection: K .0 . rt...)■PAr6( '441 Address: ?It€,Cto S. c....712 Date Called: Special Instructions: Date Wanted *, LI 2.1 0 e› , ln. a T1 ' Requester: Phone No: 1 Retain a copy with permiti INSPECTION RECORD INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 4L ars Q 1-,, SS% c)•.,,S, .4= N.-- \Act-7 !Inspector: iDate:4 fl $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: CID PERMIT NO. nr, (206)431-3670 Qfp Project: , /4 04 e -rher( a Type o Inspection• 4f1t_'Gr -•J 01U ,b Address: 3 C�oc D SSG l'it Date Cal led: — Special Instructions: a. Dat anted: '6- 19., -/-1 Requester: Phone Na ..... s 7! _s_._,_5 0 l 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: PA_ Off✓ 1 /Z.6l /20..—. 11 0 / r 'J�p202 v +Q) x 3 /1 t , 50 3 Inspecto J ' Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: 1 9,4 Type okispectiorr . I - •1\t h — Hu 1fe,4? K 2*. .,- C 1 , VC..- Ps•;, t.r.ste vi Date Called: t C 19 Special Instructions: Date Wanted:, t1.2Ge t5, tr 1'l fact lioSt 3,:13 Vnh 1'1 103 ,, 0 ‘Ifly ti. ,r,, ae 1 , Idisft /14th4' t / efi Project: /-/- MC' TA gq Type okispectiorr . I - •1\t h — Hu Addres 2 &Do TO A I I Date Called: Special Instructions: Date Wanted:, Requester: Phoneblo — 571 ,, 0 INSPECTION RECORD 0 INSPECTION NO. Retain a copy with permit P 667-11e4 PERM T NO. CITY OF TUKWILA BUILDING DIVISION 0 Approved per applicable codes. Date: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 0 Corrections required prior to approval. $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: •t, Project: 4file (4 (('/ Type of Inspection: . e)1/7 — /N - 6 S Address: _3606 InA/( Date Called: Special Instructions: Date Wanted: '4,/ — /O — 4"c_ ca,i�t: p.m. Requester: Phone No: .2v6 -9'33 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: All /7L4 &Q IY}' 4 / 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: Pro' Typ f Inspec ion: Address: 2/s StAtfk' i t M Date Called: ( t Special Instructions: �n Dat W ted: , — '� (-(� . m. Requester: Ph a No: U G s ?r_s s5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: �p t,/o rvu+NS $$(O' .- l✓e5 5,d` 5.trlY /Y',fr / o (A ( •r S /?`LL O Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: `Date: COMMENTS: Type of Inspection: PA; ti L./4511- fri n f WOrlVt15 Pe'Skv •'-‘ 14"(545164" 0 Date Called: ( 1=3 — og 12," V ( -s s • ,5 el Zil if Oa A-•■ 4* 1 -101 P5 ( 1,s/o 01 s go ,--) i.„. Pt.i.V r, e2o1 Phon-.No (2,) 571 5'5 041 ,/e,ti 4 c 6 41- 2 Project: Anc 7/,Ii.- Type of Inspection: Address: 11 5./Lifie"fe■ Nat Date Called: ( 1=3 — og Special Instructions: Date Wanted: C.i.-.)— a.m. p.m. Requester: 1 Phon-.No (2,) 571 5'5 CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (2 06)43 1 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: INSPECTION NO. INSPECTION RECORD Retain a copy with permit P&07--/Ke PERMIT NO. Date: El $58.00 FINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS:twts� �t.7S K f' e��t/I,9r+' (/lnf r202 / / vt 5 /ci& 6,•t/ ro,. tnk1t Pia ` .., n !" (03 Date Called: ') 0-2E5 Special Instructions: Date Wanted: 3 - /3 -/ , a.m. p.m. Requester: Phone No: 20 6 571 SS' ?a 1144-Ili Or1 f % vf r QS / Project: AMC 1i « I e� Type of Inspection: fR a- ;W i'/ V / ,%j Address: 30o $,d4 cf., 4i Mf /( Date Called: ') 0-2E5 Special Instructions: Date Wanted: 3 - /3 -/ , a.m. p.m. Requester: Phone No: 20 6 571 SS' ?a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION LI Approved per applicable codes. nspector: ro- ❑ 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: - 7 - COMM ENTS: \ if).. f' 0..,Q1-s-c ott. u..t,- p, pS k '1(4 " J - ;/i " eLaw,s, t1/4.- e v01/4 - e‘0")-- Date Called: Special Instructions: , . Wanted: Date Wanted: i i fra ) QS a.m. p.m. Requester: Project: Ft 11A6A-31 Type of Inspection: iv-D.)601 sS ti■)( Address: likrb c-Te.. v-AALL Date Called: Special Instructions: , . Wanted: Date Wanted: i i fra ) QS a.m. p.m. Requester: Phone No: -- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tZ FOO Southcenter Blvd.. #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. Corrections required prior to approval. 3 Inspector: j psz t , Date: 1=1$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Project: Arn c_ TI,NL...zy>"trmez... Type 9,;Inspection: ' t H i-k ;:.x., .....N.- - r Address. ' 1 (....., a 5, ci•,e_ v---pktk_ Date Called: Special Instructions: Date Wante 1 g 0 e 4.m. P.m. Requester: ' Phone No: &j1 154 PERMIT NO. -:-- 4- CITY OF TUKWILA BUILDING DIVISION f" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 906)431-3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit COMMENTS: Ut--0g/2. S E f--- L&U EL s &CC-6 1 spect br 'Date: Approved per applicable codes. Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: - 'Date: Project: ,tic ti,exfee Type of Inspection: goz) ;Ai fih.i..4•45 Address: 3Goo sod4exf 4- rfru Date Called: 121,i/p2 Special Instructions: Date Wanted: 133- /2/3 1/47 cj: 0 P p.m. Requester: If f 1 Phone No: 2 ,7/ f 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4 i?-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V 4 14 c p"seor 3 -11/r r 4 $ 14 ,4,6( 0 a 444 I Date: 1 2.n /Iv 7 0$58. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspector Receipt No.: IDate: dp, Project: M C Th tt — Ty a of Inspection: `., Karst ,,, Inspection:,,, Address: $GO© 5od"hc , %r- Date Called: i2/7/a Special Instructions: Date Wanted: a.m. /2/ 1 ! ° <9 Requester: t/g9 Phone No: 2.06 ?63 lira° INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT,Np. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 07 ® Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Y}►OM�ba l��S�l��a/'"1 1/✓( P(e / 1v 4 (14 o h /3A., f (Inspector: 1Date: ! 2 /27,? U $58.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 1Date: • , Proje4t: . Atill e 714,q fr- Type ofAispection: , ,W6 — /A.,/ t kfrir-Vi ffi Address: Date Called: P/ Special Instructions: Date Wanted,. / 2 /2 /717Th P.m. Requester: Phone No: 550 Approved per applicable codes. Corrections required prior to approval. C MENTS: P/ le 0. ‘,..s Olt- Ak pAd%**0 cv,t eL0.4'' • i ..f, linSPeCn 6p—i-boi—) Date: . 2..__ ( , 1.-11 0 7 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PC6 7-4: PERMIT NO. (206)4 31 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: 12 -12 -2007 KEVIN TROUTMAN 2575 S SAN JACINTO AV SAN JACINTO CA 92583 RE: Permit Application No. PG07 -186 3600 SOUTHCENTER MALL TUKW Dear Permit Applicant: City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current permit application files, it appears that your permit application applied for on 07/12/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 01/08/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 01/08/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician xc: Permit File No. PG07 -186 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 8, 2007 Kevin Troutman 2575 S San Jacinto Ave San Jacinto CA 92583 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Application Number PG07 -186 AMC Theaters — 3600 Southcenter Mall Dear Mr. Troutman, Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throufh the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely ` tr Bill Rambo Permit Technician encl xc: File No. PG07 -186 P:\Pemtit Center\Correction Letters \2007\PG07 -186 Correction Ltr #1.DOC wer Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 7, 2007 Project Name: AMC THEATERS Permit #: PG07 -186 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As of July 1, 2007 the new 2006 codes became effective. The City of Tukwila shall only approve plans submitted after that date that comply with the current 2006 International Building codes and Washington State Energy Codes (WSEC) including 2003 ANSI codes. Please revise the cover sheet code notes and all plan sheets to show plans shall comply with the current 2006 International codes. Code notes shall also include compliance with all relative Washington State Amendments. Should there be questions concerning the above requirements, contact the Building Division at 206.431 -3670. No further comments at this time. July 19, 2007 Kevin Troutman 2575 S San Jacinto Av San Jacinto CA 92583 RE: Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG07 -186 AMC Theaters — 633 Southcenter Mall Dear Mr. Troutman: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Public Works Department: Dave McPherson, at 206 431 -2448, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messen,eer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Je fer arshall e t T hnician Enclosures File: PG07 -186 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. Non - Residential Sewer Use Certificate is required. P:\Permit Center\Incomplete Letters \2007 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: PG07 -186 DATE: 12 -06 -07 PROJECT NAME: AMC THEATERS SITE ADDRESS: 3600 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ui � g Div ion Public Works Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 v EWIT PLAN /OUT SLIP eic" C Structural ❑ Permit Coordinator IVC Fire Prevention Incomplete Structural Review Required ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Planning Division DUE DATE: 12-11-07 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -08-08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 07 t2vt.it ' Bui i f g Ditlsion LI Public Works ` ' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -186 PROJECT NAME: AMC THEATERS SITE ADDRESS: )(P00 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 08 -01 -07 X Response to Incomplete Letter # 1 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n Planning Division ❑ Permit Coordinator n C DUE DATE: 08-02-07 Not Applicable LI Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ II- g-07 PW ❑ Staff Initials: titk— Documents/routing slip.doc 2 -28-02 No further Review Required DATE: DATE: DUE DATE: 08-30-07 Not Approved (attach comments) n Comments: APPROVALS OR CORRECTIONS: ACTIVITY NUMBER: PG07 - 186 DATE: 07 - - PROJECT NAME: AMC THEATER SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Ie1 Public orks _I I - 11 - O� Documents/routing slip.doc 2 -28-02 `' PERMIT COORD COPY `- PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATL,ON OF COMPLETENESS: (Tues., Thurs.) Complete ,_ j Incomplete TUES/THURS ROUkING: Please Route � Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 07-1 7-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: MI` LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: No further Review Required DATE: DUE DATE: 08-14-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila 1 SUBl Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: 12151 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AMC Theaters Project Address: 3600 Southcenter Mall Contact Person: Kevin Troutman Phone Number: 951- 915 -2504 Summary of Revision: J\ rlc c. t\nte.-k POO1 as revit r eel. k1le. v 1uvv -115 vt '? \nr Ante a.er Sheet Number(s): 'YtO "Cloud" or highlight all areas of revision including ' ' rev(Sion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l off-- N la pplicationa\forms- applications on line revision submittal Created: 8 -13 -2004 Revised: kftior 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 Plan Check/Permlt Number: PG07 -186 Steven M. Mullet, Mayor Steve Lancaster, Director CCEa 6 DEC 0 6 2007 - 'EFiMFU CENTER City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/3 IA ® Response to Incomplete Letter # 1 RECEIVED ❑ Response to Correction Letter # CITY OF TUKWILA ❑ Revision # after Permit is Issued AUG 012001 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: AMC Theater Project Address: 633 Southcenter Mall Contact Person: k riA) l RcuTIYI Summary of Revision: CPC olu — PeAfraciz � G uJer2 UDC% Ce zT s P 1 c;e37 Sheet Number(s): ,4778 - ciel ! I' "n S "Cloud" or highlight all areas of revision including date of r ' ision Received at the City of Tukwila Permit Center by: 1;4 Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: PG07 -186 Steven M. Mullet Mayor Steve Lancaster, Director Phone Number: 9 ' S PS et Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 L. /. Hose bibb (interior) 2.5 2.5 t Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 60 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 I Sink, other (service) 3 1.5 4 I Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 1X Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 l4 a r5 !` Water closet, tank or valve, >1.6 GPF 8 . 4 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 633 )c.rf.licEtuleR Property Street Address TuK w� L19_ City State ZIP RG • Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name \� TP)Et (i applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing A 90 A/141) ► r - er - a • A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Total Fixture Units I I q' 90 tail u: v -5ot/we/AIR 7 IRCE For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes Type of building demolished Sewer disconnect date Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer EquivalerI ECEIVED (add A & B) CITY OF TUKWILA AUG 01 2007 PERMIT CENTER B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: A B 9O1 0 90 RCE King County Department of Natural Resources and Parks N/A C•O N/A RCE INCOMPLETE LTR# 1 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Date 7/3o/o7 Print Name of Owner /Representative A EN avAra 1058 (Rev. 11/05) White — King County Yellow — Local Sewer Agency Pink — S o ". 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 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 swvi 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 12/17/2007 A 16 Flex Theatre Tenant Improvement within: es/field SHOPPING TOWN SOUTHCENTER i 6 T 1'1 SA S A 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, 2007 Ke i n ■ e Re • is l - red 2575 an Ja into ve., S Phone: 91.925t2504 Fax: 9 ro rch n Ja 1.925 a 925 3 -5318 stk@ tkinc.com orton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421 -1956 SEPARATE PERMIT REQUIRED FOR: NeMechanical 'Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION CODE COMPLIANCE APPROVE BuiLDif1C D'eir4 SHOPPING TOWN Tri Ojai HF \ SOUTHCENTER FILE COPY Permit No, Pier review approval Issubjsl benors and o ns. Approval of constucdon documents does not authorize the violation of any adopted code orordinance. Receipt of approved Reid Copy and Is admoniedged BY Date: 121 V-1 `o m City of Tukwila BUILDING DIVISION E\GINFFRS I N C O R P O R A T E D 8325 LENEXA DRIVE SUITE 400 LENEXA, KS. 66214 -1695 TEL: 913-307-5300 FAX: 913-307-5400 WEB: WWW.HENDERSONENGINEERS.COM REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submit?aI and may include additional plan review fees Pi _ 1 2 Inn' 0 a a 0 c0 Pie W 2 W V t 0 y SHEET INDEX - ARCHITECTURAL FLOOR PLANS PLANS PLANS PLANS _ PLAN 8-21-06 _ PLANS 1-15-07 L CONCESSION. BOX ONCE, GUEST SERVICES , 24.55 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PLANS 8 -21-06 1-15-07 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 A223 DIMENSION FLOOR PLAN — LEVEL 4 WEST HALF) A224 DIMENSION FLOOR PLAN — LEVEL 4 EAST 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 3 A252 WATERPROOFING FLOOR PLAN — LEVEL 4 A261 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 3 WEST HALF) A262 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 3 EAST HALF) A263 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 4 WEST HALF) A264 WALL TYPE REFERENCE FLOOR PLAN — LEVEL 4 EAST HALF) REFLECTED CEIUNG 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 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 A542 FINISH FLOOR PLANS — LEVEL 3 EAST HALF) A543 FINISH FLOOR PLANS — LEVEL 4 WEST 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 SCHEDUUNG 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 EAST HALF) A813 LEVEL 4 — AUDITORIUM & STAIR HANDRAIL PLANS WEST HALF) A814 LEVEL 4 -- AUDITORIUM & STAIR HANDRAIL PLANS EAST HALF) A821 ELEVATOR DETAILS SIGHT LINE 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 Al010 STANDARD DETAILS Al011 STANDARD DETAILS Al 012 STANDARD DETAILS A1013 STANDARD DETAILS WAYRNDING WF111 OVERALL WAYFINDING PLAN — THEATRE LEVEL 3 WF112 OVERALL WAYFINDING PLAN — MEZZANINE LEVEL 4 WF200 WAYFINDING DETAILS WF2O1 WAYFINDING DETAILS WF202 WAYFINDING DETAILS WF203 WAYFINDING DETAILS WF204 WAYFINDING DETAILS WF205 WAYFINDING DETAILS WF206 WAYFINDING DETAILS WF207 WAYFINDING DETAILS SHEET INDEX - ELECTRICAL 3,521 30X EWN Note= ar AMC AMC Vendor drawngs are not prepared by STK Arohltects. vide soedrawings oc Contractor Information provided r � s 000rdlnatonl S HEET INDEX s AMC VOX 18ANT L CONCESSION. BOX ONCE, GUEST SERVICES , 24.55 313 1131411 501 ENT 73 mar 951 MAT PLAN 103 Etivir PLANS PLANS 8 -21-06 1-15-07 CASEWORK AND PLANS 5-1-06 5-1-06 6-7-06 718-06 8-2E06 1 -15-07 • • • • • • • • • • E101 POWER FLOOR PLAN — LEVEL 3 WEST HALF B111 CONCESSION EQUIPMENT SCHEDULE & NOTES T102 GENERAL CODE AND A.D.A. COMPLIANCE NOTES , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • • • • • • • • • • • • • • • • • • • • E102 POWER FLOOR PLAN — LEVEL 3 EAST HALF T103 GENERAL NOTES, AND FIRE STOP DETAILS B112 CONCESSION EQUIPMENT PLAN El 03 POWER FLOOR PLAN — LEVEL 4 WEST HAL T104 SCOPE OF WORK MATRIX B113 ELECTRICAL ROUGH —IN PLANS E104 POWER FLOOR PLAN — LEVEL 4 EAST HALF T105 SCOPE OF WORK MATRIX, SCREEN & LENSE CHART, SPEAKER CHART B114 PLUMBING ROUGH —IN PLANS E201 LIGHTING FLOOR PLAN -- LEVEL 3 WEST HALF T106 GENERAL ACCESSIBILITY NOTES, CHARTS, Si B115 CONCESSION ELEVATIONS AND RACEWAY CONN. INFO E202 LIGHTING FLOOR PLAN — LEVEL 3 EAST HALF SYMBOLS AND ABBREVIATIONS B116 CASEWORK PLAN VIEW • • E203 LIGHTING FLOOR PLAN -- LEVEL 4 WEST HAL SITE DEVELOPMENT B117 CASEWORK SECTIONS • • • E204 LIGHTING FLOOR PLAN — LEVEL 4 EAST HALF A001 OVERALL SITE DEVELOPMENT PLAN — PARKING LEVEL 1 B130 GENERAL THEATRE SHELVING — RIGHT E211 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 WEST HALF) A002 SITE PLAN -- PARKING LEVEL 2 B131 GENERAL THEATRE SHELVING — LEFT E212 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 EAST HALF) A003 SITE PLAN — PARKING LEVEL 3 B135 MANAGEMENT OFFICES AND SCHEDULE OF E301 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 3 ST HALF A004 ENLARGED SITE DEVELOPMENT PLAN — PARKING ELECTRICAL / DATA REQUIREMENTS E302 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 3 EAST HALF B150 BOX OFFICE / GUEST SERVICES PLANS AND ELEVATIONS E303 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 4 WEST HAL B151 BOX OFFICE / GUEST SERVICES DETAILS E304 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 4 EAST HALF AISLE LTC TING E401 ELECTRICAL ENLARGED POWER PLANS B211 LEGEND, NOTES, USHER DETAIL, AISLE LIGHTING PLANS E402 ELECTRICAL ENLARGED POWER PLANS AUDITORIUMS 1 & 2 E501 ELECTRICAL DETAILS B212 AISLE LIGHTING PLANS — AUDITORIUMS 3, 4, 5 & 6 E502 ELECTRICAL DETAILS B213 AISLE LIGHTING PLANS -- AUDITORIUMS 7, 8, 9 & 10 [601 AUDIO AND AUTOMATION DIAGRAM B214 AISLE LIGHTING PLANS — AUDITORIUMS 11, 12, 13 & 14 E701 LIGHT FIXTURE SCHEDULE B215 AISLE LIGHTING PLANS — AUDITORIUM 15 E702 PANELBOARD SCHEDULES SEATING E703 PANELBOARD SCHEDULES • • B311 SEATING PLANS — AUDITORIUMS #1 & #2 [704 PANELBOARD SCHEDULES B312 SEATING PLANS — AUDITORIUMS #3 & #4 [705 ELECTRICAL ONE LINE DIAGRAMS B313 SEATING PLANS — AUDITORIUMS #5 & #6 FP101 FIRE SITE UTILITY PLAN B314 SEATING PLANS — AUDITORIUMS #7 & #8 FP201 FIRST FLOOR PLAN AREA "A" FIRE PROTECTION B315 SEATING PLANS — AUDITORIUMS #9 & #10 FP202 FIRST FLOOR PLAN AREA "B" FIRE PROTECTION B316 SEATING PLANS — AUDITORIUMS #11 & #12 FP203 SECOND FLOOR PLAN AREA "A" FIRE PROTECTION B317 SEATING PLANS — AUDITORIUMS #13 & #14 FP204 SECOND FLOOR PLAN AREA "B" FIRE PROTECTION B318 SEATING PLANS — AUDITORIUMS #15 & #16 FP300 FIRE PROTECTION DETAILS SCREEN DETAILS B401 PROJECTION & SCREEN SYSTEM ISOMETRICS B402 SCREEN SYSTEM PLANS & ELEVATIONS B403 SCREEN SYSTEM DETAILS / SPECIFICATIONS SHEET INDEX - ELECTRICAL 3,521 30X EWN 51/ BM 75X 1BrANi 95X1BWE VOX 18ANT L VOX 1311411T 24.55 N/A PLANS PLANS PLAN PLANS PLANS 8 -21-06 1-15-07 5-1-06 6-7-06 718-06 8-21-06 1 -15-07 8 -21-06 • • • • • • • • • • E101 POWER FLOOR PLAN — LEVEL 3 WEST HALF T102 GENERAL CODE AND A.D.A. COMPLIANCE NOTES , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • E102 POWER FLOOR PLAN — LEVEL 3 EAST HALF T103 GENERAL NOTES, AND FIRE STOP DETAILS MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN El 03 POWER FLOOR PLAN — LEVEL 4 WEST HAL T104 SCOPE OF WORK MATRIX M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF E104 POWER FLOOR PLAN — LEVEL 4 EAST HALF T105 SCOPE OF WORK MATRIX, SCREEN & LENSE CHART, SPEAKER CHART M102 HVAC FLOOR PLAN -- LEVEL 3 EAST HALF E201 LIGHTING FLOOR PLAN -- LEVEL 3 WEST HALF T106 GENERAL ACCESSIBILITY NOTES, CHARTS, Si M103 HVAC FLOOR PLAN — LEVEL 4 WEST HAL E202 LIGHTING FLOOR PLAN — LEVEL 3 EAST HALF SYMBOLS AND ABBREVIATIONS M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF • • E203 LIGHTING FLOOR PLAN -- LEVEL 4 WEST HAL SITE DEVELOPMENT M201 HVAC ELARGED PLANS • • • E204 LIGHTING FLOOR PLAN — LEVEL 4 EAST HALF A001 OVERALL SITE DEVELOPMENT PLAN — PARKING LEVEL 1 M202 HVAC ELARGED PLANS E211 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 WEST HALF) A002 SITE PLAN -- PARKING LEVEL 2 M301 MECHANICAL SCHEDULES E212 SIGNAGE & WAYFINDING FLOOR PLAN — LEVEL 3 EAST HALF) A003 SITE PLAN — PARKING LEVEL 3 M302 MECHANICAL SCHEDULES E301 SPECIAL SYSTEMS FLOOR PLAN — LEVEL 3 ST HALF A004 ENLARGED SITE DEVELOPMENT PLAN — PARKING M401 MECHANICAL DETAILS 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 [601 AUDIO AND AUTOMATION DIAGRAM E701 LIGHT FIXTURE SCHEDULE E702 PANELBOARD SCHEDULES E703 PANELBOARD SCHEDULES • • [704 PANELBOARD SCHEDULES [705 ELECTRICAL ONE LINE DIAGRAMS FP101 FIRE SITE UTILITY PLAN FP201 FIRST FLOOR PLAN AREA "A" FIRE PROTECTION FP202 FIRST FLOOR PLAN AREA "B" FIRE PROTECTION FP203 SECOND FLOOR PLAN AREA "A" FIRE PROTECTION FP204 SECOND FLOOR PLAN AREA "B" FIRE PROTECTION FP300 FIRE PROTECTION DETAILS SHEET PLUMBING 3,521 SHEET INDEX - TITLE/SITE SO.0 GENERAL STRUCTURAL INFORMATION SO.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 33 ME RC Mg , ?VW L VOX 1311411T 24.55 N/A N/A TITLE INFORMATION FLANS PLANS PLANS 8 -21-06 1-15-07 T101 TITLE SHEET, SHEET INDEX. PROJECT DATA 5-1-06 6-7-06 718 -06 8 -21-06 • • • • • • • • • • T102 GENERAL CODE AND A.D.A. COMPLIANCE NOTES , • • • • • • • • • • • T103 GENERAL NOTES, AND FIRE STOP DETAILS MEP201 MECHANICAL / ELECTRICAL / PLUMBING ROOF PLAN T104 SCOPE OF WORK MATRIX M101 HVAC FLOOR PLAN — LEVEL 3 WEST HALF T105 SCOPE OF WORK MATRIX, SCREEN & LENSE CHART, SPEAKER CHART M102 HVAC FLOOR PLAN -- LEVEL 3 EAST HALF T106 GENERAL ACCESSIBILITY NOTES, CHARTS, Si M103 HVAC FLOOR PLAN — LEVEL 4 WEST HAL SYMBOLS AND ABBREVIATIONS M104 HVAC FLOOR PLAN — LEVEL 4 EAST HALF • • SITE DEVELOPMENT M201 HVAC ELARGED PLANS • • • A001 OVERALL SITE DEVELOPMENT PLAN — PARKING LEVEL 1 M202 HVAC ELARGED PLANS A002 SITE PLAN -- PARKING LEVEL 2 M301 MECHANICAL SCHEDULES A003 SITE PLAN — PARKING LEVEL 3 M302 MECHANICAL SCHEDULES A004 ENLARGED SITE DEVELOPMENT PLAN — PARKING M401 MECHANICAL DETAILS SHEET PLUMBING 3,521 SHEET INDEX - MECHANICAL SO.0 GENERAL STRUCTURAL INFORMATION SO.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 33 TRW 52 11E NT 75X'1 921BIIW 1COXTBIANK 24.55 N/A N/A • • • • • • • • PLANS PLANS PLANS PLANS PLAN 5-1-06 6-7-06 718 -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 PLUMBING 3,521 SHEET INDEX - STRUCTURAL SO.0 GENERAL STRUCTURAL INFORMATION SO.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 33 113W T PLANS 5-1-06 531BIANE PLANS 6-7-06 73 law PLANS 718-06 93 MIK PLANS 8 -21-06 COI MK PLAN 1 -15-07 24.55 N/A N/A • • • • • • • • • • • • • • • • PLAN • • • • • • • • • • • • • • • • PLAN SHEET PLUMBING 3,521 INDEX - 39 33 1BONT 5311 11WE 73 1BIANE 93 SW VOX 1BrANr 24.55 N/A N/A PLAN PLAN PLANS PLANS PLAN 5- 1-06 6-7-06 719-06 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 CRTERIA 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 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 1 *EXTERIOR BEARING WALLS NON BEARING WALLS INTERIOR & EXTERIOR *FLOOR CONSTRUCTION *ROOF CONSTRUCTION SHAFT ENCLOSURES * = DESIGNED AND PERMITTED BY LANDLORD. RE: SHELL BUILDING DRAWINGS BUILDING AREA SUMMARY LEVEL 3 THEATRE LEVEL (G.LA.)- 70,825 LEVEL 4 MEZZANINE LEVEL 15,852 TOTAL SQUARE FEET 86,677 SEATING SUMMARY GENERAL THEATRE DATA 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 RA110 E.R. (TOTAL FLOOR AREA+ FIXED SEATING) 24.55 5. SEWNG STATIONS: BOX OFFICE TICKETS (LEVEL 3) 7 11CKET STATIONS AUTOMATED TELLER MACHINE (ENTRY LOBBY) 1 ATM, WALL MOUNTED AUTOMATED TICKETS (EXTERIOR) 4 ABO 11CKET STATIONS, WALL MOUNTED GUEST SERVICES 2 TICKET STATIONS CONCESSION (LEVEL 3) 14 SEWNG STATIONS PUBLIC PAY PHONES (ENTRY LOBBY) 1 UNIT DEFERRED APPROVALS 1. THEATRE TENANT IMPROVEMENT FIRE SPRINKLER SYSTEM 2. THEATRE TENANT IMPROVEMENT FIRE ALARM SYSTEM 3. THEATRE TENANT IMPROVEMENT EXTERIOR BUILDING SIGNAGE NOTE: DEFERRED SUBMITTALS SHALL BE APPROVED BY THE AMC TENANT IMPROVEMENT PROJECT ARCHITECT /ENGINEER AND THEN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL A LEI IER SHALL BE SUBMITTED BACK TO THE AMC TENANT IMPROVEMENT ARCHITECT OF RECORD, FROM A CITY OF TUKWLA BUILDING OFFICIAL, STATING THAT THE PLANS AND CALCULATIONS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS UNDER SEPARATE PERMIT 1. THEATRE BUILDING CORE AND SHELL INCLUDING BUT NOT LIMITED TO: PERIMETER FRAMING SYSTEM, ALL PRIMARY AND SECONDARY STEEL COLUMNS, FRAMES, AND SUPPORTS, ALL MEZZANINE STRUCTURAL SYSTEMS, ALL STADIUM STEEL AND DECKING SYSTEMS, ALL FLOOR AND ROOF DECK ASSEMBLIES, CINEMA STAIR ASSEMBLIES, CINEMA ELEVATORS /ESCALATORS SYSTEMS, EXIT STAIRS AND BALCONY ASSEMBLIES ARE UNDER SEPARATE CITY OF TUKWILA BUILDING PERMIT. 2. SEPARATE APPLICATION AND PERMIT IS REQUIRED FOR THE FOLLOWING: A. THEATRE TENANT B. THEATRE TENANT C. THEATRE TENANT D. THEATRE TENANT E. THEATRE TENANT F. THEATRE TENANT G. THEATRE TENANT FIRE PROTECTION NOT USED. MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT MPROVEMENT 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 OCCUPANT LOAD REFERENCE DRAWINGS A111 AND A112 BUILD OUT. FIRE SPRINKLER SYSTEM. ELECTRICAL WORK. MECHANICAL WORK. PLUMBING WORK. FIRE ALARM SYSTEMS. EXTERIOR BUILDING SIGNAGE. 2003 2003 2003 2002 2003 1993 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. DIRECTORY OF CONSULTANTS TENANT ■s194r EXECUTIVE AM rnaeon nncreTEcn TlalANT STRUCTURAL � ENCVEM TENANT IyPRO119uENi PLWABI4G\HVAC MECTRICAL annem PROJECT DEVELOPER: BASE BUIDING RECORD ARCKTECT BA CON �TIRAL ENGINE BASE BUILDING RECORD ELECTRICAL BIGMER: BASE BI -DING � CAL AMC CONTACT 51 1K IRe 2575 Phone: 9 in ben Tro tman J- "nto Architect 925 B 1.925 2504 Fax i 1.92 0244 FJmfi stic@slkin Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 Fri 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.HENDERSONENCINEERS.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 �Ep FOR DE COMPI�NCE APPROV OC? 2 � 200i Cif Of TurS�O t,.DV amc 16 THEATRES AT siRekf SHOPPING TOWN SOUTHCENTER 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206- 246 -0423 p� F C JI!I. 1 2 7fm Tfl1E SHEET, SHEET INDEX, PROJECT DATA T101 5• 6. 7. 10. I. 10. IL 12. 13. I. Open between stripped Provide meet Bars, without shall for the 8. Bars, without for the 1008.1,8.3) 9. The an accessible above Intended appliances, ADAAG. COI411NUED SECTION On 2 Plans a Compliance 4. The 5. All 6. Provide concession extinguisher each 7. All Extinguishing system. 8. The exits 9. Electrical Whenever ff Provide and Lighting value Electrical SECTION Assembly Services an 3. In spaces shall 4. Accessible 1107.221 5. Dispersion to 1108.2.411108.2.4 on levels areas, additional box 6. Multilevel the all 7. Wheelchair minim shall vertical exterior Joints around window and door frames, between walls and foundations, between walls wall panels, and at penetrations of utilities through the envelope, shall be sealed caulked, or to limit air leakage. appropriate fire stops for both wall and floor - ceiling penetrations. IBC Section 711 Fire stops requirements of Section 711. grilles, gates, or similar devices placed over any required exit door shall be openable from the the use of a key, tool or my special knowledge or effort. Such bas, guise, grates or similar be equipped with an approved release device for use by the fire department ordy on the exterior pose of fire department emergency access, when required by the authority having ilrisdiction purpose grills, gates, or similar devices placed over any required exit door shall be operable from the the use of a key, tool or my special knowledge or effort. Such bars, grilles, gates or slfrdiar be equipped with cn approved release device for use by the fire department only on the exterior purpose of fire department emergency access, when required by the authority having jurlscdiotlon center of a Junction box for electrical and communication system receptacle outlets shall be Installed location meeting the clearances and reach range requirements of IBC and not less than the floor or working platforms. an t of the room or area to control lighting and receptaacle outlets, The center of the gip of the operating uncle of controls or to be used by the =pant or cooling, heating, and ventilating equipment shall meet the requirements of 2003 BC disabilities a d shall not be more thcn 48' above the floor or working platform FROM 1'102 24 -FIDE AND LIFE SAFELY hour site inspections by fire department personnel require 48 ho notification. require review and permitting by the city fire department. with standards for the storage of waste materials is required. Q.F.C. 11032.) Installation of fire sprinkler systems shall comply with the NF.P.A. fire alarm systems shall be installed In compliance with BC 9072 one portable fire extinguisher which has a classification of not less Thai 40-8 area. (1•F.C. Sec. 1006.2.7.). Provide a minimum of one 2A1OBC classification within 75 feet travel distance for each 6,000 square feet or portion thereof floor. (I.F.C. Section 1002, I.F.C. Standards 10-U proved Automatic commercial-type cooking equipment shall be protected by an approved System, (I.F.C. Sec. 10062.1.). The kitchen hood shall be tied into the alarm QFC Section 1006, NFPA (/) required number of exits shall be provided and the maintenance of all and escapes Is required. QFC Article 12, IBC Chapter 10, Section 1001 and 108) wiring standards shall be maintained. (NFPA 70) the building is occupied, exit signs shall be illuminated at an intensity of not less candle at the floor level. (IBC 1006.2) able fire extinguisher with a rating not less than 10-BC rating for electrical mechanical room. 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 through 1108.2.6 equ P and facilities provided in areas not required 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. DBC 1108.25] TABLE 1108221 A WHEI_CH14R FACES and roof, weather should Inside devices side Inside devices side (1BC at 15 switches E for the fire on Fire Thai 1 room a on step in routes be based two box, club or less to by a cluster SECTION 18 _ SK■S AND DENTIRCAT1ON I. 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 requred. 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 59513. 3. Letters and numbers on sign shall have a widitrto- height ratio of between 3 =5 and 1 =1 and a stroke width -to- height ratio between 1 =5 and 1 =10. ( ADAAG 4.302) q• Characters and numbers on si s hall 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 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 4.305) 6. When raised characters or symbols are used they shall conform to the following= , q, Letters and numbers on signs shall be raised 1/3T minimum and shall be sans- serif upper case characters accompanied by Grade 2 Braille. (ADAAG 4.30.4) B. Raised characters or symbols shall be a minimum of 5/8' high. (ADAAG 430.4) 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 outer portions of these regulations. Dots shall be 1/10' on centers in each cell with 2/10" space cells. Dots shall be raised a minimum V40' above the background. ( ADAAG 430.4) 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 4.13 (16)(.6)7 9. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shalt 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 waft space on e latch side, Including at double leaf doors, signs shall be be placed on the h nearest adjacent wall, preferably on the right. Minting height shall be 60" above the finished floor to the centerline of the sign. Mounting location shall be determined so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. (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 aid shall comply with the requirements found In ADAAG 4.30.2, 4.30.3 4.305. [ ADAAG 4.1.3 (16X.6)] IL Strobe signaling devices required for The hearing impaired shall be State Fire Marshall approved aid listed. (7203 (c)). 12 Audible signals intended for operation in the pudic mode shall have a sound level of not less than 75d BA at 10' or more than IIOdBA at the minimum hewing distance from the audible appliance. (Ch 35 sec 4- 3 . 3 .Uequal ' 13. Audible signals intended for operation in private mode shall have a sound level of not less than 45cBA at 10' or more than 110cBA at the minimum hearing distance from the audible cpplicence. The flash rate shall not exceed 2 flashes per second nor be less than I flash every second throughout the listed voltage range of the appliance. 9nfpa 72 sec 4-42) ar 14. The light source color shall be cle or nominal white and shall not exceed 1000 candela 4. Grab bas shall be securely attached 3T above an parallel to the floor. except where a tank -type toilet is used which obstructs placement at 33 ", the gab bar may be as high as 36'. (ADAAG 4.17.6) 5• grab bas shall be located on each side or on one side and the back of the accessible toilet stall or compartment. ®C SECTION 1109.1 6. The dameter or width of the gripping st faces of a grab bar shall be 11/4" to I V2" nominal or the shape shall provide an equivalent gipping surfaces. If grab bars are masted adjacent to a wall, the space between the wall and the grab bars tADAAG 42621 SECTION 13 - 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 27' 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 17' 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 drinking fountain. (ADAAG 4.152 E 4.15.3) SECTION 14 - TENANT PRENOSES PUBLIC TELEPHONES le pal of the telephone is= (, 'The highest operable • Forward reach telephone - 48' (ADAAG 4.31.3E 4.25) • Side reach telephone -- 54" (ADAAG 4.31.3E 42.6) 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 barks of public telephones are provided, at least one in each bank and a total of at least 25% of the total nummber 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 &A and a maximum of 18 dbA above normal. If an automatic reset is provided, 18 dbA 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 4.315] a 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 that require wheel chair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. If telephone enclosures are provided, they shall comply with the following= A. For side reach telephones, the enclosure overhang shall be no greater than 19' and The height of the lowest overhang part shall be equal to or greater Than 2T. ( ADAAG 4.312) erhang is greater than IT, the clear width B. For forward reach telephones, if the enclosure overhang 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 2T (ADAAG 431.2) C. Entrances to full-height enclosures shall be 30" minimum. (ADAAG 431.2) D. Where telephone enclosures protrude into walls, halls, corridors or aisles, they shall comply with ( ADAAG 4.31,4) 8. 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. I ADAAG 4.1.3 (17)(c)(1)] 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 telephone shall be permanently affixed within or adjacent to the telephone enclosure. If an acoustic coupler is used, the telephone cord shall be sufficiently long to allow connection of the text telephone and telephone receiver. [ADAAG 4.31.9 (1)7 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 th telephone handset shall be capable of being placed flush on e surface of the shelf. The 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. [( ADAAG 4.1.3 (I7)(0] C. Equivalent facilitation may be substituted for the above requirements. Directional slgnage shall be provided. [ADAAG 4.31.9 (3)1 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 telephone shall be placed adjacent to all banks of telephones that do not contain a text telephone. Such directional signage shall include the international TDD symbol. If a facility has no barks of telephones, the directional signage shall be provided at the entrance or in a building directory. [ADAAG 4.30.7 (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 drop off. When a guardrail or handrail is provided, no warning cub is required when a guiderail is provided centered 3" (-) r 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 2T 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 , halls, corridors, passageways, or aisles. Freestanding objects mounted on posts amount into walks, " or pylons may overhang I2' 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) 3. Walks, halls, corridors, passageways, 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) 5. Detectable warnings at hazardous vehicular areas. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not 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 warm which is 36 inches wide. � SECTION 16 - SPACE ALLOWANCE 1. The space required 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 32" at a point (24" maximum length) and 36' continuously. (ADAAG 4.21) 3. The minimum width for two wheelchairs to pass is 60'. (ADAAG 4.22) 4. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30' by 48 ". The minimum clear floor or ground 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 required 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 clear floor space. If a clear floor or ground is located in an alcove or otherwise confined on all or pal of three sides, additional maneuvering clearances shall be provided make The space required for a wheelchair to ake a 180 degree turn is a clear space of 60' diameter or a t- shaped space. around 7. The minimum clear width required for a wheelchair to tun an obstruction shall be 36 " where The obstruction is 48" or more in length and 42' crud 48" where the obstruction is less 8, minimum clear width for a single wheelchair passage shall be 32" at a point (24" mnaximun length) and 35" continuously. 9. The minimum width for two wheelchair to pass is 60' , IQ. If the clear floor space allows forward �proach to an object, the maximum high forward reach allowed shall be 48'. See figure Ilb-c(a). The minimum low forward reach is over an obstruction, reach and clearances shall be as shown in figure Ilb-5c(b). 11. If the clear floor space allows r parallel approach by a person in wheelchair, the maxim>tm high side reach allowed shall be 54 and the low side reach shall be no less than 9 above the floor as shown in figure II b-5d(a) and (b). If the side reach is over and obstruction, the reach and clearance s shall be as shown in figure llb-5d(c). SECTION 17 - EMPLOYEE WORK AREAS -I- WORK STATIONS I. Employee areas shall conform to all requirements of the office of the state architect /access compliance section in the callforNa building code, plumbing code, and electrical code. 2. Specific work stations, with the exception of work stations in sales facilities, check stands ticket booths, and other work stations with specific requirements contained in the other positions of the regulations, need only comply with aisle width aid 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. �� ., ,, = �; - _; . - A: �: � '> �.: r ; '. =- � " „ t , ` = ,- = = A ' s w - •;;;: :. r ` , � . , ;.. � ,-: : � 1 gy m - r:; >: r ° . : ' � _' = 18. Open risers are not permuted. On arty given fight of stairs, all steps shall have uniform riser height and uniform tread widths consistent with 1006.3. Stair treads gall be no less than 11' deep, measured from riser to riser. Risers shall be sloped or the underside of the nosing shall have cn angle not less thrn 60 degrees from the horizontal. SECTION 6 - ELEVATORS L All vertical circulation systems including elevators, escalators, and their required equipment, hardware, structure support, are under separate permit by the City of Tukwila E the Department of Labor and Industry, Building Codes E Standards Division as submitted by Landlord (Westfield - Design E Construction) SECTION 7 - EXIT ACCESS 1. 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 include rooms, hallways aid corridors, In addition to those means of egress access s, is components described in IBC Section 1008.1E 1013.1 2 Partitions, rails, counters and similar space dividers not over 6 feet in height above the floor shall not be construed to form a hallway. (IBC 1004.3.3.3) S ECiION 8 - FLOOR AND LEVELS I. Level Area is defined as "a specified surface that does not have a slope in any direction exceeding V4 inch in one foot from the horizontal (2083 gradient)". Ground and floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walk, ramps, stairs, end curb ramps, shall be stable, firm, and slip - resistant. ( ADAAG 45.0 3. Chaves ages in level between I /4' aid 1/2" shall be accomplished by means of a ramp no steeper floor I oor surfvertiace, ca It l to shall hll borizontal. e securely attached, (ADAAG 4 .5. have Wh ave a firm cushion, carpet hionor til pad tile i or backing, used ackion a ground ng, or no cushion or or pad, and have a level loop, texture loop, level -cut pile, or level -cut /uncut pile texture. The maximum pile height shall be 1/7. 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 I/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. SECiiON 9 - SANITARY FACILITIES (GENERAL) 1. Sanitary facilities that serve buildings, facilities or portions of buildings or facilities that are required to be accessible by These standards shall conform to the requirements of IBC section lam 2 Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1/4' thick with edges 12 long and a vertex pointing tpward Women's sanitary facilities shall be identified by a circle I/4" thick and 12' in diameter. Geometric (circle E triangle) s Is on Y Y s anitary 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. Y 3. �n A water closet fixture located in a t shall provide a minimum 28 inch -wide clear space from a fixture or a minimum 32 inch -wide clear space from a wall at one side of the 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 clear space shall be provided in front of 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, 12' in diameter, with a I/4' thick 4. triangle superimposed on the circle and within the 12 diameter. [IBC section 1109.1. 5. Geometric (circle E 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 sufficient space in the toilet room for a wheelchair measuring 30 wide by 48 " long to enter the room and permit The door to close. [BC section 1109.1 . 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 A6I1 No door shall erroach Into its space for more i 12' except for the panel door to any water closet compartment if there Is one. [IBC section 1109.1 SECTION 10 - MULT1PLE ACCOMMODATION SANITARY FACILITIES 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 flip -over style, sliding, or other hardware not requiring the user to grasp or twist. Except for door opening widths and door swings, a clear, pet- obstructed 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 °° r artment door in this closed position. ( ADAAG 4.13.9) 3. Where six or more stalls are provided within a multiple accommodation toilet room, 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 4.17.6E 4.23.4) 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 required for any fixture. Other compartment, in any position may encroach Into This space by not more than IT 5. A minim�rrn 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. 6. Urinals shall be floor minted or wall hung. Where one or more wall hung urinals are provided, alt 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. SECTION 11- SANITARY FACILITIES AND ACCESSORIES I. The height of accessible water closets shall be a minimum of IT and a maxlmurn 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 forward c�proach. Such clear floor space shall adjoin or overlap an accessible route and shall extend rn into knee and toe space underneath the lavatory. ( ADAAG 4.193) 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 cpron with knee clearance under the front lip extending a minimum of 30" in width and 8" minimum and 2T clear Thereafter. Toe clearance shall be The same width and shall be a mWmun of 9" high from the floor and a minimum of 17' deep from the front of the lavatory. ( ADAAG 4.19.2) 4. Not water and amain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces trader 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 4165) 7. Water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight gasping, pinching, or twisting of the wrist, and shall be mounted no more than 44' above the floor. ( ADAAG 4.27.4 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 4.27.4) 9. Toilet tissue dispensers shall be located on the wall within IT of the front edge of the toilet seat and no lower than 19' from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. ( ADAAG 4.16.6) 10. Lavatories adjacent to a wall shall be mounted with a minimills distance of 18" to the center line of the fixture. II. Where urinals are provided, at least one shall have a clear floor space 30" x 48' in front of the urinal to allow forward approach. ( ADAAG 4.18.3) 12 Self - closing faucet control valves are allowed if the faucet remain open for at least 10 seconds. (ADAAG 4.195) 13. The water closet shall be located in a space which provides a minimum 28" wide clear space from a fixture or a minimum 32' wide clear space from The wall at one side. The other side stall 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. (1115B.7.2) 14. Mirrors shall be mounted with the bottom edge no higher than 40' from the floor. (1115B.9.L2). 1 5. Where towel, sanitary rupkins, waste receptacles, a other simile' dispensing and disposal , d flxttres are 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 - GRAB BARS i The structural strength of grab bars, ttb and shower seats, fasteners, and minting devices shall meet The following specifications: [ ADAAG 4.26.3 4.26.3 (5)1 A. Bending tress in a grab bar or seat induced by the maximum bending moment from the Y application of a 250-lb point load shall be less than the allowable stress for the material of the grab bar or seat. B. Shea 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 induced in fastener or mounting devices from the application of a 250-lb point load shall be less than the allowable lateral load of either the fastener or mounting device or the p png structure, whichever has the smaller allowable load. D. Tensile force induced in a fastener by a direct tension force of a 250-lb point load, plus mum moment from the licatlon of a Ib 1st load shall be less than the mnaxl �p 250- po allowable withdrawal load between the fastener and supporting structure. E. Grab bars shall not rotate within their fittings. 2. 'fine grab bar and any wall or other surface adjacent to it shall be free of any sharp 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 the water closet stool and with the back end positioned no more than 12' from the rear wall. Grab bars at The back shall be riot less than 36" long. (ADAAG 4.17.6) ■ II 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 carp. (ADAAG 4.82) a The grip portion of handrails shall be not less than I -1/4' nor more than 1-1/2', or the shape shall provide cn egpivalent gripping surface, and all su faces shall be smooth with no sharp corners. Handrails shall not rotate within their fittings. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of V8'. (ADAAG 4262 and 4264) 4. Pedestrian ramps s serving primary entrances to buildings having can 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 that 60' to accommodate the handrail extension. [ADAAG 4.8.4 (3)] 6. Handrails 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 ramp, shall be continuous the full length of the ramp, shall be 34" to 38' above the ramp, shall extend a minimum of I foot beyond the top and bottom of the ramp, and the ends shall be retuned [ADAAG 4.85 (1), (2), (5) E (6)] 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 guide orb a minimum of 7 high in height shall be provided at each side of the ramp, or B. A wheel (de rail shall be provided, centered 3' ± I' dove the surface of the ramp ' SECTIQN 2 _ CURB RAMPS (NOT USED) SECTION 3 " PARKING I, All passenger drop off, loading zones, valet parking, bus stops, and shelters, general, and accessible parking spaces, pedestrian ways, public ways, surfacing, striping, curb ramps, parking and accessible parking signage surface identifications are under separate City of Tukwila , permit by Landlord (Westfield - Design E Construction) SECTION 4 "` ENTRANCES, EXITS AND DOORS L 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. The Way as defined is "a street, alley or other parcel of land open to e 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 ng or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. 6• All gates, including ticket gates, shall meet all applicable accessibility specifications of doors. 7. Egress doors shall be readily operable 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 serves a storage or equipment room, manually operated edge or surface mounted bolts are permuted on the inactive leaf. (IBC 1008.1.8,4) 9• Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever type hardware, panic bars, push -pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. ( ADAAG 4.13.9) 10. Hand - activated door opening hardware shall be centered between 30' and 44' above the floor. ( ADAAG 4.13.9) II. 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 required 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. (IBC 1008.1) 12. The floor or landing shall be not more than V2' 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 1008.1.6) 13, The bottom 10 of all doors except automatic and sliding doors shall have a smooth, unintempted 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 applied 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 standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate administrative authority, [ ADAAG 4.13.11 (1), (2)(a) E (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 4.1.3 (8)] 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' aid the length opposite the direction of the door swing of 48' as measured at the right angle to the plane of the door m 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 for interior doors. Additional IT is required at the push side, if door is equipped with both latch csid closer. (ADAAG 4.13.6E Fig. 61) I8. At every y entrance and at every mayor junction along or leading to an accessible route of travel, there there shall all be be a sign displaying 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 E 4.30.5. [ ADAAG 4.1.3 e6)(b)] 19. 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 for interior doors. Additional IT 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 equ persons with disabilities. 21. The space between two consecutive door openings in a vestibule, serving otter thin 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 the sane direction or away from the space between the doors. SECTION 5 - STAIRWAYS, HANDRAILS AND GUARDRAILS I. All stair assemblies within The interior and exterior of the building the p shall conform to e IBC 1007.3 and 1007.8.28• 2. All hadr'all assemblies within Interior and exterior stair assemblies shall conform to the iBC 1009.1. a F Falls 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 406.2.3 and 1012.1. 5. Top of guards shall not be less than 42 inches in height. (IBC 10121) A. Exception= Where an elevation change of 30' or less ocours between a cross aisle and the adjacent floor or grade below, guards not less than 26" above the aisle floor shall be provided (IBC 100121) 6. Open guard shall have balusters or ornamental patterns such that a 4 -inch- diameter sphere cannot pass flu 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 aalate stairway identification Including but not limited to signage and striping 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 parallel to and not more than I inch from the nose of the step or landing to alert the 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 1/2' 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 that 88' in width shall be provided with not less than one intermediate handrail for each 88' of required width. Intermediate ha di ails 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 resumed 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 an of the stair nosing and, and shall not reduce the minimum required width of stairs. 5• The hand grip portion of handrails shall not be less than 1 -1/4' nor more than I -V2 in cross - sectional nominal dimension or the shape shall rovide equivalent gripping surface. � provide an � hand d gip 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 construction elements, or obstructions. Any wall or other surface adjacent to the hanchail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8 inch. Handrails shall not rotate within their fitting. 16. Handrails projecting from a wall shall have a space of H/T between the wall and the handrail. 17. Handrails may be located in recess if the recess is a maximum of 3 "deep and extends at least 18' above the top of the rail. (effective intensity). QPA 72 sec 4-4.2.2). Wall- mounted appliances shall be moulted such as That the entire lens is not less than 80" and not greater that 96' above the finished floor. 15. Ceiling - mounted appliances shall be installed per Table 4.4.4.1.1(b) NFPA 72 sec 4 -4,4). 16 Directional singage indicating The route to the nearest like accessible element shall be provided at the following locations. These directional signs shall include the international Symbol of Accessibility= [IBC 1110.2). I. Inaccessible building entrance, 2 Inaccessible public toilets and bathing facilities. 3. Elevators serving an accessible route. 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 11.2.1 17. Signage indicating special accessibility provisions shall be be provided as foliowes= [IBC 1110.3]. I. In assembly areas requiem to comply with section 1108.27, a sign notifying the general public of the availability of assistive listening systems shall be provided at ticket offices or similar locations. 2. Each door to an exit tairway shall have a tactile sign, including raised letters and Braille, sating EXIT. approved At exits and elevators serving a required accessible space, but not not proving an approved accessible means of egress, signs shall be installed indicating the location of accessible means of egress. SECTION 19 - ASSISTLVE LISTENING SYSTEMS AND ASSEMBLY OCCUPANCIES j, Assembly areas shall be provided with assistive-tistening systems for people with hearing impairments. [ADAAG 4.1.3 (19)(.6)1 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)(b)] 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 Hearing Impaired and wording That states 'Assistive - Listening System Available' shall be posted in a prominent place indicating the availability of assistive- listening devices. [ADAAG 4.30.7 (4)] [ADAAG SECiION 20 - WALKS, SIDEWALKS AND PATH OF TRAVEL I. Walks and sidewalks shall have a contin surface, not interrupted by steps or by continuous common abrupt changes in level exceeding V4", and shall be a minimum of 48' in width. (ADAAG 4.3.8 AND 4,5,E 2. When abrupt changes in level between I/4 , - I/2 " occur, they shall be beveled with a slope no greater than 1:2, except that level changes not exceeding V4" may be vertical. (ADAAG 45.2) a Abrupt changes in level along any accessible route exceeding 1/2' shall comply with the requirements of ramps and curb ramps. (ANSI A117.1- 303.4) 4. When the slope In the direction of travel of any walk exceeds I vertical to 20 horizontal it shall comply with The provisions of a pedestrian ramp. (ADAAG 4.8.1 E2) 5. Walk and sidewalk surface cross slopes shall not exceed 1/4' 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 conflruous gadients shall have level areas 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 median salted finish. B. Strrfaces with a slope of 6% gradient shall be slip - resistant. 9. Walks, sidewalks, and pedestrian ways shall be free from gratings whenever possible. For gratings located In the surface of any of these areas, gr Id 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 - STORAC FACILITIES AND AREAS 1. If fixed storage facilities such as cabinets, shelves, closets, or drawers are provided where access is required, at least one of each type shall be accessible in terms of clear space, reach ranges, and hardware. Additional storage may be provided outside of required reach ranges. [ ADAAG 4.13 (Oa )] 2 Accessible storage spaces shall be within at least one of the het rang r es cified (ADAAG 4.25E 4.26) 3. Hardware for accessible storage facilities shall comply with ADAAG 4.13.9 Touch latches and U-shaped pulls are acceptable. SECTION 22 - VISUAL / AUD BLE I. Approved notification appliances for the hearing impaired shall be installed in The following 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 4.13 (14) E 428.1 2. Audible emergency alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least i5c bA or exceeds any maximum sound level with a duration of 60 0 seconds by 5dbA, whichever is louder. Sound levels for alarm signals shall not exceed 120 s nds by , a If emergency warning systems are provided, then they shall include both audble alarms and visual alarms. [ ADAAG 4.1.3(14) E 4.28.0 4. No place in any room or space required to have a visual signal appliance shall be more than 50 ft from the signal (horizontal distance). In large rooms and spaces exceeding 100 ft. across, without obstructions 6 ff above the finish floor, such as auditoriums, devices may be placed around the perimeter, spaced a maximum 100 ft spat 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 428.3 (8)1 SECTION 23 - BUILDING AND SAFETY / ELECTRICAL I. Plumbing facilities shall be provided in accordance with The International Plumbing Code. 2. Safety glazing are required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing Is less than 60 Inches above the walking surface. [BC 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. CAPACITY OF SEATING IN ASSEMBLY AREAS MINIMUM REQUIi ED NUMBER OF WHEELCHAIR SPACES 4 TO 25 I 26 TO 50 2 51 TO 100 4 101 TO 300 5 301 TO 500 6 OVER 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 [BC 11082.21] 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 1108.2.213 of wheelchair space clusters shall be based on The availability of accessible various seating areas Including seating at various levels in multilevel facilities [BC Dispersion of wheelchair spaces: Dispersion of wheelchair spaces shall the availability of accessible routes to various seating areas including seating at various in multilevel facilities. 11082.4.1 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: 1. In multilevel assembly spaces utilized for worship serves, 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 separated by a minimum of five intervening rows or n of ten interventing seats. Wheelcaair spaces within any one wheelchair space not be separated by an intervening seats, nor by more than two a 7 inch (178 rrrn) level change. Exceptions= A vertical level change exceeding 7 inches (178 mm) is permitted in a wheelchal ace cluster where neccessary tlines. � �Y to maintain si � SE SFEET T103 FOR SECTIONS 26 27, 28, 29, + 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 REVI ., Y,V b L Wk C IRVIN! e istere• A ch test 5 - J - -n=o Ja•"nto.•- • 92593-53]8 - Ph e: 9 1.925 U • Fax: 1 02441 sfk@stkinaoom SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 PROJECT FOR: Tri ENGINEERS INCORPORATE D 8325 LENS (A DRIVE SUITE 400 LENExA, KS. 88214 -1695 TEL: 913- 307 -5300 FAX: 913- 307 -5400 WWCHENDERSCNENGINEERS.COM amc Copyright 2006 -- AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: -I amc 16 THEATRES W AT m e le e SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington g mammumEnfilinammm@mm p °aavaaaaaaoaatm.,2aW SHEET NO.: ISSUE INFORMATION: KE PNrsff OCT 2 2007 City Of Tukwila B - ILDIN . DIVISION r' • T102 SHEET INFORMATION: J1ll12 SHEET TITLE: GENERAL ACCESSIBILITY NOTES PROJECT NO.: 223 - 383-05 SCALE: NO SCALE SYMBOLS LEGEND A ABBREVIATIONS 0 DIAMETER OR ROUND R. RADIUS OR RISER SQUARE FOOT/FEET R.D. ROOF DRAIN E A D RDWD. REDWOOD � CENTERLINE REF. REFERENCE/REFER REFR. REFRIGERATOR POUND OR NUMBER RELINE. REINFORCED EXISTING REQ. REQUIRED ALB, ANCI -TOR BOLT RESIL RESILIENT ABV. ABOVE RM. ROOM A/C A.C. AIR CONDITIONING R ASPHALTIC CONCRETE .I -1,B. RECESSED HOSE BIBS A.D AREA DRAIN R.O. ROUGH OPENING R.O.W. RIGHT OF WAY ACOUS ACOUSTICAL R.S. RESAWN AFF ABOVE FINISH FLOOR RWL RAIN WATER LEADER ALUM. ALUMINUM APPROX. APPROXIMATE ARCHITECTURAL S SOUTi -I S.C. SOLID CORE BB BASE BUILDING SCNED. SCHEDULE D BOARD SECT. SECTION BLDG BUILDING -' SI- EL-L ELK. SOCK BHT. 51 -TEET BLKG. BLOCKING SHTG. SHEATHING M. BEAM BIM. SIMILAR B.N. BOUNDARY NAILING S.O.V. SHUT OFF VALVE BOT. BOTTOM SPEC. SPECIFICATION �WN• S(. SQUARE CAMBER S.SK. SERVICE SINK CATV CABLE TELEVISION SS. STAINLESS STEEL CB. CATCH BASIN S 5TE ARD CEM. CEMENIT TD. STOR. STORAGE CER. CERAMIC STRUCT. sTRUCTUAL C. CONTRACTOR FURNISHED, CONTRACTOR INSTALLED SUSP. SUSPENDED SYM. SYMMETRICAL C.H.B. CONCEALED HOSE BIBB C.I. CAST IRON C/J CEILING JOIST T.B. TOP OF �4M (>R TOE BAR T.C. TOP OF CURB C.J. CONTROL JOINT TEL. TELEPHONE CLG. CEILING T> G TONGUE AND GROOVE CUR. CLEAR TI-K. THICK C.M.U. CONCRETE MASONRY UNIT T.J. TRUSS JOIST C/O CLEANOUT T.P. TOP OF PARAPET C.O. CONDUIT ONLY T.S. S TOP OF SHEATHING COL COLUMN T.W. TOP OF WALL. CONC. CONCRETE TYP. TYPICAL CONN. CONNECTION CONSTR. CONSTRUCTION U.B.C. INFORM BUILDING CODE CONT. CONTINUOUS U.O.N. IIALESS 011� -ERWISE NOTED CONTR. CONTRACTOR CTSK COUNTERSUNK RSUNK C.Y. CUBIC YARD VERT. TI TTI. VERTICAL ROOF DBL DOUBLE DEPT. DEPARTMENT W WEST DET. DETAIL W/ WITH D/F DOUGLAS FIR W.C. WATER CLOSET D.F. DRINKING FOUNTAIN WD. WOOD DIA. DIAMETER W.H. WATER I -EATER DIM. DIMENSION W/O WITHOUT DN DOWN W.P.J. WEAKENED PLANE JOINT DR DOOR W.R. WATER RESISTANT DS DOWNSPOUT W.W.F. WELDED WIRE FABRIC DWG. DRAWING W.T. WEIGHT E EAST EACH EVAPORATIVE COOLER E.J. EXPANSION JOINT ELEC. ELECTRICAL EL ION THROU�-I-PENEFRA11ON FIRE8TOP SYSTEMS C� (FORMERLY SYSTEM No, WL 1001 F Ratings- 1,2,3, and 4 hr (See Items 2 and 3) T ratings- O. I, 2, 3, and 4 hr (See Item 3) Rating At Ambient - less than ICFM /sq, ft. (See Item 3) L Rating At 400 F- less than 1 CFM/sq. ft. (See Item 3) (XHEZ)- 147) 36. UPON COMPLETION OF OF MEANS OF EGRESS EMERGENCY LIGHTING SYSTEAII, A LETTER OR REPORT FROM TI-E LIGI -ITWG D TO G L OR OILER QUAYFEO AG CY SHALL BE REPORT SHALL SAY FAQ ES ARE FILLY OPERATIONAL AND PERFORM N COMPLIANCE WITH IBC 1006,q, B I. GENERAL Ta 25. TI-E FEE SPRINKLER PERFORMANCE L SEPARATE LAYOUT TO BE ENGINEER ULNDFR SEPARATE SPRINQ -Ef2 LEAD UNDER OCCUPED ALCOVES AND T MAY REQUIRE TI-ESE TI-ESE AFQRBMENTIONEDOBSCLRE MARSHALL PRIOR 26. TAE CONTRACTOR 26. 27. TILE DRAWINGS 28. TI-ESE DRAw1NGS WRITTEN AUTHORIZATION 29. COORDINATE BI�LDNG OWNER. • UPON COMPLETION ® SURFACES AS EMPLOY TILE COMPANY N 3L THE CONTRACTOR EC)UIPN'(T MCHANDISE 2 ALL CONSTRUICTI(�1 AND ORDINANCES . DIMDIMSIONS 011-ERWISE. 34. CONTRACTOR TI-BR WORK AND STRUCTURE AND NaTES CTOR ( SYSTEM AND LAYOUT IS SPECEICATIC�1 SECTION 5300. DEFERRED PERMIT. SYSTB REVIEWHD AND APPROVED BY OF RECORD AND AGENCY SUBMITTAL APPROVAL PROCESS. COVERAGE IS REQUIRED 6a-fl STADIUM SPACE, WITH INALOITORIUM MAYBE REQUIRED N OTTER INACCESSIBLE ACCESS FOR AECNANICAL TO VERIFY EXCLUSION OF I-•EAD AREAS WCM TO BID/ SUBMITTAL REVEW SHALL BE RESPONSIBLE FOR ARE NOT TO BE SCALED. ARE NOT TO BE ALTERED N FROM OWNER OR OWNERS CONSTRUCTION TIME AND NOISE OF CONSTRUCTION, IT HILL OF THE CONTRACTOR TO CLEAN PER MANLIFACTLJREi2S NSTRUCTICDtN5 SERVICE'S OF A PROFESSIONAL ORDER TO ASStJ E TI-E OWNER SHALL PROVIDE PROTECTIVE CARPET ETC,. TO CONFORM TO ALL APPLICALE ARE TO KNISH FACE OF FINNISH SHALL BE RESPONSIBLE FOR COORDINATOG 11-E WORK CF Ti-EiR SUBCONTRACTORS SHELL BOLDING BJ ITS. D) DESIGN BUILD BY THIS SYS I tM IS 1 DESK N AND ARCI-- BTECT, FIRE MARSHALL NOTE' FIRE D MOVIE SCREENS, TRASH AREAS SYSTEMS. SUB COVERAGE N THE FIRE AND INSTALLATION Tl-E CLEAN UP ANY WAY WITHOUT ARC- iITECT. RECJIRBv1EM S WITH BE TI-E ALL FINISH AND TO C.EAINLVG CF AN CLEAN COVERING OF ALL CODES UNI ESS NOTED ALL WITH CONTRACTOR SHALL ALL SP I. TILE INTENT INCLUDE AND COMPLETION Bq�IDING ONLY DOCUMENTS THEM RESULTS. 2. ORGANIZATION AND ARTICLES, CONTROL SUBCONTRACTORS BE PERFORMED 3. UNLESS ACCORDANCE 4. CONTRACTOR DRAWINGS MAJOR ARQ4TECURAL EQUiP1vENT INSTALLATIONS, BE INIC 5. CONTRACTOR OUTLETS COtVPONEN1'S Wf I-t RBATIONSWP WFTI -LN 6. CONTRACTOR DRAWINGS FOR APPROVAL 7. CONTRACTOR INTEGRATION REQUIRE STAATION N LL INTENDED. 8. CONTRACTOR SPACE SEQUENCNG IMPORTANCE MORE 9. ANY CONFLICTS COORDINATION OF TILE 10. GENERAL RLLY RATES IDENTIFIED ARE COLOR DEVICE REVIEW PLATE REGARDING ELECTRICAL IL GENERAL MECHANICAUPL COLORS WALLS INSTRUCTIONS TO CTOR OF Tl-E SET OF CONTRACT DOCIJ�Il'S IS TO ALL ITEMS P EC SSARY FOR TI-E PROPER E CLJTION OF 11--E WORK BY TI-E CONTRACTOR AS TILE CONTRACTOR SHALL BE REC)LJfRED TO TI-E EXTENT CONSISTENT WITH TIE CONTRACT AND SPECIFICATIONS REASONABLY INFERABLE FROM AS BENG NECESSARY TO PRODUCE TIE INDICATED OF TI-E SPECIFlCAT10NS INTO DMSIOVS, SECTIONS ARRANGEMENT OF DRAWINGS SHALL NOT THE CONTRACTOR. N DIVIDNG THE WORK AMONG OR N ESTABUSILNG THE EXTENT OF WORK TO BY ANY WADE OTT- IBRWISE STATED N TILE CONTRACT DOCUMENTS, USED W TI-E CONTRACT DOCUMENTS WIT -I SUCH RE MEANINGS. SHALL PREPARE COMPOSITE COORDINATION TO THE SCALE OF V4' -I'-0" OR LARGER, DETAILING ITS COMPONENTS, AND SYSTEMS OF STRUCTURAL, MECHANCAL, AND ELECTRICAL AND MATERIALS IN RE.AT1ONSHP WfTU EACH OTHER, AND BOLDING COMPONENTS. DIMENSIONS SHALL UD®. TO PREPARE COMPOSITE REFLECTED CEILING AND COORDINATE . LIGHT INTEGRATE NSTALLATONS , C CATION SYSTEM SPRSPRINLERS AND OTl-� CELING� DEV ICES TO EACH O11 -E, STEEL BEAMS, JOISTS, S AND ROOF/FLOOR LNG AND SUSPNDED UTILITIES ALL DEMISED CEILING SPACES. COORDNATION DRAWINGS ARE NOT SHOP AND ARE NOT TO BE SUBMITTED TO THE ARCHITECT COORDINATION DRAWINGS SHOW RELATIONSHP AND OF DIFFERENT CONSTRUCTION HENENTS TI• -TAT CAREFUL COORDINATION DURING FABRICATION OF TO FIT N SPACE PROVIDED OR TO FUNCTION AS TO INDICATE ON COMPOSITE DRAWINGS WI-ERE IS LIMITED FOR INSTALLATION AND ACCESS AND W -ERE AND COORDINATION OF INSTALLATIONS ARF OF TO EFFICIENT FLOW OF WORK AFFECTING ONE OR TRADES. THAT ARE IDBNTFiED WITHIN THE COMPOSITE DRAWINGS SHALL BE BROUGHT TO TI-E ATTENTION PROJECT ARC 1.411ECT/ENGINEER. COMPACTORS ELECTRICAL SUBCONTRACTOR TO COORDINATE ALL ELECTRICAL DEVICE IDES AND COVER BASED ON DEVICE BODY AND COVER PLATE MATRIX ON Si-EET A511. DEVICE BODES AND COVER PLATES COORDINATED WITH SPECIALTY FINS-ES. PROVIDE BODY AND COVER PLATES TO THE ARCHITECT FOR AND APPROVAL RJRTHER THE DEVICE BODY AND COVER SLBMffTAL MATRIX AS IDENTIFIED ON SHEET A512, SPECIFICS TO COLOR SHALL. SUPERSEDE TI-E SPECIFICAT1ONS. CONTRACTOR TO FULLY COORDINATE WITH M NG SUBCONTRACTORS. ALL CE WI-ERE FIXTURES /DEVICE UNITS ARE PLACED WITHIN AND C'.EiLING ASSEMBLIES VS ADJACENT MATERIAL. FIN11SW VIEWED DIRECTION B F-- ELEVATION LETTER OPENINGS W�-UN 40 OF DOER LOCK WI -EN TI-E 0 C INTERIOR ELEVATION KEY DOOR IS N TI-E CLOSED POSITION SHALL FULLY 7Bv1PERED GLASS. 2. DOOR STOPS OF IN- SWINGING DOORS SHALL BE O E -PIECE ON WTI-1 11-E .LANE AT EXTERIOR DOORS. 3, PIN -TYPE HINGES wi- a-i ARE ACCESSIBLE FROM OUTSIDE WI-EN CONSTRUCTI TI-E DOOR IS CLOSED Sl -1ALJ_ HAVE NON-REMOVABLE LUNGE PINS. N ADDfTI�I, THEY SNAIL HAVE MLNIMIJM V4' DIAMETER STEEL .IAN® STUD WITH V4" MINIMUM PROJECTION UNLESS TIE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF TI-E I-11i 1GE PM ARE REMOVED. 4. DEAD BOLTS SHALL CONTAIN HARDENED STS. 5. STRAIGHT DEAD BOLTS SHALL HAVE A MWINLJtM TI-ROW OF P AND AN EMBODIMENT OF NOT LESS THAN 5/8" 6, A HOOK -100K-LOPED OR AN EXPANDING LUG DEAD BOLT SHALL HAVE MNWL J<M THROW OF 3/4'. 7. CYL R GUARDS SHALL BE NSTAU_HD ON ALL CYLINDER LOCKS WI- B'EVER THE CYLINDER PROJECTS BEYOND TI-E FACE OF THE DOOR OR IS OTT�lRWISE ACCESSIBLE TO GRIPPING TOOLS. C. SEC URITY REQ - • - : = : = ' ____> °" :. i ;l'I I; DIRECTION ARROW � ,,� l I; BEARING DIRECTION ---- Ii l , l ! ; � I' :;, ,. S I E F- -- TITLE I. ALL REQUJIRED EXITS SHALL OPEN FROM INSIDE WITHOUT TILE USE OF KNOWLEDGE KEY OR ANY SPECIAL OF EFFORT. EXIT DOORS SHALL SWING N TI-E DIRECTION OF EXIT. 2. PROVIDE ONE COMPLIANT FIRE EXTINGUISHER WITH N EAH ALLDITORLJM ENTRY AND FOR EACH 75 OF TRAVEL ON EA( I FLOOR LEVEL, PROVIDED THAT ONE EXTINGUISHER IS SUPPLIED FOR EACH 6,000 SQUARE FEET OR FRACTION TI-EREOF. PROVIDE OTHER LOCATIONS PER FIRE MARSHAL DIRECTION/REVEW. 3. PORTABLE FIRE EXTNGUISI- SHALL BE I-L. 'IG NO MORE THAN 5 FEET 5') � N LOCATIONS AS DESIGNATED BY TILE LOCAL FIRE DEPARTMENT. THEY SHALL BE HOUSED IN A CABINET N PUBLIC AREAS AND ON BRACKETS IN NON-PUBLIC AREAS. ALL LLNITS SHALL BE ADAAG COMPLIANT IN MOUNTING I -EIGHT AND PROJECTION OFF TILE WALL FACE' 11- Y SHALL N NORMAL ATHS OF TRAVEL.. 4. FRE SUPPRESSION AND CONTROLS UNDER SEPARATE PERMIT. 5. ASSEME LY ROOMS (SIGNS TO BE PROVIDED BY AMC'S SIGN VENDOR) • POST OCCUPANT CAPACITY SIGN WITH ONE NCI-1 (ID HiGH LETTERS. BASED LEON ASSEMBLY, 5 SQUARE FEET PER PERSON FOR ALL ASSEMBLY ROOMS. • INTERIOR FINISH SHALL CONFORM TO 2000 BC CHAPTER EXIT DOORS, EXIT LIGHTS, FIRE ALARM SENDNG STATIONS AND FRE EXTNGU LOCATIONS SHALL NOT CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL PROVIDE PORTABLE FRE WfiH A RATING NOT LESS THAN 40BC FOR KITCI N, ELECTRICAL ROOM £ N IANICAL ROOM. D. CONSTRUCTION AND GE2AL �� < ` :' :: . ' SCALE _ 0 ' NUMBER f � SECTION A -A - DETAIL I/2 =1' -O" 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 0300 or U400 Series Wall or Partlrtlon Designs In the UL Fire Resistance Directory and shall Include the following construction features= A. S tuds -Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or r steel channel studs. Wood studs to o consist o f nom 2 b y 4 i n. 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 by 1-3/8 in. deep channels spaced max 24 In O C . B• Wallboard, Gypsum * - Nom 1/2 or 5/8 In thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickn thickness, number o f laers, fastener te and essyyp sheet orientation shall be as specified in the individual U300 or U400 Series 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 d lam (o r smaller) steel electrical metallic tubing o r Type L o r (o r heavier), copper tubing o r nom I i n . diam (o r smaller) flexible steel conduit When copper pipe or flexible steel conduit is used, max F Rating of firestop system (Item 3) Is 2 h. Steel pipes or conduits larger than nom in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be Installed near center of stud cavity with and to be rigidly supported on both sides of wall assembly. 3. Fill, Vold 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 I n s t a I l e d symmetrically o n both sides o f wall assembly. The hourly F Rating o f firestop 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 firestop hourly T system is dependent upon the n yp e h size o s the pipe as a conduit and the hourly fire rating of the wall assembly In which (t is Installed, as tabulated below* h r SCALE IMMEDIATELY NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES BETWEEN DRAWINGS AND BOLDING SIELL 36. CONTRACTOR TO PROVIDE FIRE EXTNGUISI -ERS AS REQUIRED. VERIFY QUANTITY AND LOCATION WITH LOCAL OFFICIALS AND COORDINATE LOCATION OF SAME WITH ARCHITECT. 36. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING OF STUDS, INSERTS AND BLOCKNG REQUIRED. 37. CONTRACTOR TO PROVIDE FULL FLOOR PREPARATION AS 2 t SECTION NUMBER ,.� 421- SHEET NUMBER' WI-ERE DRAWN 8 -=z7 12C/A5. ELEVATION NUMBER ( SI -IEET NUMBER WI-ERE DRAWN VIEWED DIRECTION TO RECEIVE NEW FINISHES• 38' ELECTRICAL CONTRACTOR SHALL BE RESPONS®LE FOR COORDINATION OF UCH -•R'NG WITH ELECTRICAL & ARCHffECTLRAL DRAWINGS 39. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING All LIGHT FIX GENERAL REOUREMMTS A. �- REQUIREMENTS: DETAIL NUMBER SHEET NIIJMBER WHERE 4 21 A•EXT• ROOM TITLE NUMBER L CONSTRUCTION SHALL CONFORM WITH TI-E 2003 WASHINGTON STATE BUILDING CODE (MSBC) ( BASED ON 2003 BC) AND WITH ALL APPLICABLE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS BOUND BY TI-ESE SPECIFICATIONS AND DRAWINGS. 2. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY MAY BE REQUIRED FOR MEANS AND METHODS TO SUIT TI-E JOB DIMENSIONS OR CONDITIONS. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT TI-E SITE BEFORE STARTING ANY WORK. 4. VERIFY LOCATION AND SIZES OF All OPENINGS WITH ALL. DRAWNGS AND MANUFACTURED ITEMS WERE APPLICABLE. 5. VERFY NSERTS AND BvlBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WI-ERE APPLICABLE 6. GLASS AND GLAZING SHALL CONFORM WITH THE 2000 BC ANDWITH US CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. ALL GLAZED OPENINGS SHALL BE TEWERED GLASS APPROVED FOR Iiv1PAGT HAZARD. GYPSUM LL CONFORM WITH 2003 BC ALL 7. GYPS DRYWALL SHA DRYWALL SHALL BE 5/8' TI LUCK, TYPE X, I HOUR, U� OTT- ERWISE NOTED. 8. N ALL INSTANCES PROVIDE ISOLATION OF AWMINUM FROM ADJACENT STEEL.. 9. ALL 'ARCWTECITJRAL" WELDS AS AT STAIR RAILS, ETC., SHALL BE GROUND SMOOTH 10. MECHANICAL VENTILATION FOR tvECHANICAIMILITY ROOM SHALL_ BE N TILE AMOLNT OF ONE m COMPLETE AR CHANGE EVERY 8 TO 10 MINUTES MONtvL1iM. SEE MECHANICAL DRAWINGS. II. PENETRATION OF PLJfvBING TI-ROUGH FLOORS SHALL BE SEALED WITH NON I - IARDENINIG SEALANT OR GASKET. 12, PANT ALL GRILLES, VENT SCREEN AND LOUVERS EXCEPT WI-ERE OTT- ERWISE NOTED. RE: 3/•103 FIRE SUPPRESSION AND CONTROL SYSTEMS SHALL NAVE SEPARATE SUBMITTAL AND PERMIT. 14. PROVIDE ALL NECESSARY BAQ JNG AND FRAMING FOR WALL MOUNTED ITEMS, SUCH AS LIGHT FDXiLJRES POSTER CASES AND SIGNS, 5. BUI SIGNS SHALL BE POSTED AT ALL REQUIRED EXITS WITH MINI 6" (-UGH LETTERS. 16. FIRE DAA�PERS OR DOORS SHALL PROVIDED WI-FRE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS. FIRE STOPPING SHALL BE PROVIDED AT ALL PENETRATIONS (PIPES, WRING DUCTS, CABLES AND LNG T N T) A DUC S, CONDUITS, S NOT CONDlJ1 S AS PER ASTM E 814 -94 F REQUIRED TO BE FIRE STOPPED. 17. DEAD ENDS OF CORRIDORS ARE LIMIT® TO 20 FEET. 18. TI-E AUTOMATIC FiRE SPRINKLER SYSTEM SHALL BE COMPLETE AND OPERATIONAL. TIE MALL BULDNG BEFORE ANY OF TI-E NT E TENA SPACES ARE OCC PIED PER 2003 IBC i 2003 IFC. 19. STANDPIPES SHALL BE CLASS I 20. ALL NStAATI(>NL INCLUDING FACINGS, SHALL NAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMO$ E DENSITY NOT E XOBEDNG 450, PER 2003 BC. 21. GUARDRAILS SHALL BE 42' N I- EIGHT, HAVE INTERMEDIATE RAILS OR BALUSTERS SPACED AT 4' MAXIMUM AND BE DESIGNED FOR 50 LBS./FT. LATERAL 22. EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS SHALL_ BE IDENTIFIED BY A PERMANENT L ABET THAT SPECFES Tl E LABELER, AND STATES THAT SAFETY ROOM DOOR LOCATION PER v L SPRINKLER SYSTEM TO BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. GEEING FINS -ES SHALL BE INSTALLED W 2 INTERIOR WALL AND GE ACCORDANCE WITH 2003 BC. E CX�RRDORS AND OPENINGS PLAN TENANT (AMC) COL FIXTURE/DEVICE COLOR MATRIX 3/T106. THIS LINES FIXTURE/DEVICE Jl2E/DEVICE UNIT ECIFICS AS TIE MATRIX OUT COLOR SP RXTURE/DEVICE LJNff RC-iAIFS TO THE ADJACENT MATERIAL COLOR. 12. REFRENCE SPRINKLER HEAD MATRIX ON 4/T106 FOR COORDNATION OF ALL SPRY I -L=ADS B ESCUTCk€ON COVERS COLORS PRIOR TO INSTALLATION, PROVIDE SUEv11TTAL OF ALL SPRINKLED I• -EADS W/ESCUfCI -EON COVERS TO ARCHITECT FOR W REVIE/ A REVIEW/ A APPROVAL OVAL I DOORS OPENING INTO ONE HOUR FIRE CORRIDOR SHALL BE PROTECTED H A STOP FRE ASSEMBLY I-IAVNG A MINIMUM 60-MINUTE RATNG. UNLESS EXEMPTER BY CODE. 2 ELECTRICAL PANELS SHALL NOT DE LOCATED WITHIN FIRE-RATED CORRIDORS. F. INTERN FINISHES >r FLAME RETARDANT DOOR NUMBER T30 (DOOR SCHEDULE) Max Pipe or Conduit Dian In. Amular Space In. F Rating Hr. T Rating Pr. DOOR LOCATION PER E.P. FLFCTR ELECTRICAL PANEL EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY EXIST. I 0 to 3/16 I or 2 0+, I or 2 1 INTERIOR WALL AND CEILING FINLSIES FOR (ASSEMBLY), AREAS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 200 (CLASS LIUNLESS 2. INTERIOR WALL AND CEILING FINISI -ES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 75 (CLASS ID. 3. INIITERIOR WALT AND CdLNG FNiSI -ES FOR ENCLOSED STAIRWAY ( NOT EXCEED A RAAAE- SPREAD CLASSIFICATION OF 25 4. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED A PLAN B ASE BUILDING 13. 5/Ti06 FOR PLlkv1BNG SCI -EDLLE C®C TABLE 2902.1] �S TO CONTRACTOR I h1 TERM 'BASE BUILDING IS UTIL® IT-ROUGH OUT TI-E SET OF T S . DOCUMENTS. ANY RANGE WITI -IN TI-ESE DlMEh1TS TO THE THESE D OCL I 1/4 to V2 3 or 4 3 or 4 4 0 to 1/4 1 or 2 0 • EXTERIOR EXTERIOR FDN FOUNDATION F.D. FLOOR DRAIN F.F. FINISH FLOOR FIN. FINISH FIXT. FIXTURE FL FLOOR RUOR. F.H. FIRE HYDRANT F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F/S FINISH SURFACE F.S. FLOOR S INK H BB30 6) DOOR NUMBER (DOOR SCI EDUL-E) DOOR N U INTERIOR 6 1/4 to V2 3 or 4 0 L2 3/16 to 3/8 I or 2 0 TO TILE TERMINOLOGY "BASE BUILDING' AND/OR 'S-ELL BUILDING' BUILDING' AND RICE TO BASE BUILDING STRUCTURAL, AOrCHANICAI., ELECTRICAL AND PUJMBING SYSTEMS ARE DERIVED FROM AN EXISTING SET OF CONSTRUCTION DOCUMENTS PREPARED BY WESTFiH.D - DESIGN l± CONSTRUCTION, ARE SEPARATE KWL PERMIT ISSUED BY THE CiTY OF TL A 2. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO AMC TENANT CONSTRUCTION START. VERIFICATION VRIFICATION OF ALL BASE BUILDL�G CONDITIONS MJST BE MAINTAIN® TI-ROUGH OUT TIE COURSE OF THE TI -EATER TENANT Is/PROVEN/ENT INSTRUCTIONS. 3. ALL BASE BUILDING DIMENSIONS AND DETALNG INDICATED WITHN T1-11S SET OF DOCUMENTS ARE SHOWN FOR CLARITY AND MUST BE VERIFIED Wm-ON TIE BASE BULDNG CORE AND SI-B1 ASSEMBLY. EET 1104 05 ARE I 4. RED RESPONIS®LITY MATRICS ON SH 1,T1 FOR INSTALLATION AND DOCUMENT PREPARATION RESPONSIBILITY FOR ALL FIXTURES AND REQUIRED FURNISI LUNGS XTLARE EQUAPMENtf , S, BULDNG SYSTEMS IDBVTIFED Will -IN BOTH BASE BUILDING AN TI -EATER TENANT IMPROVEMENTS DRAWINGS. 5. FRE LIFE SAFETY SPRINKLERS SYSTEMS TO CONFORM WITH NFPA 13 & 2000 1FC. ALL HEADS TO BE WOK RESPONSE 6. WOOD= ALL TRIMS, MOLDS, GI -LAIR RAILS, BASE BOARDS, WINDOW BACKNG MAY BE OF WOOD PEP IBC 603.1 (5)1 7. FIRE ALARM SYSTEM SHALL COMPLY WfIH USC 907.0177 FiRE PROTECTION SYSTEMS 8. OCCUPANT LOAD SHALL BE POSTED PER (BC 1003.2125] 9. ALL TOILET ROOM WALLS SHALL 1-IAVE WATER RESISTIVE GYPSUM BOARD PER 2003 IBC. 10. ASSIS11VE LISTENING DEVICES TO COMPLY (iSC 1107.247 ADAAG 9.L3(19X5). WITH OTI-ER LOCAL AND NATIONAL CODES, DEVICE IS OWNER & INSTALLED. VERIFY INSTALLATION OF ALL ASSIST LISTBNQNG DEVICES PRIOR TO ISSUING OF FINAL CERTFICATE OF OCCUPANCY. IL TILE NUvBER OF EMPLOYEES INCLUDNG OWNERS AND MANAGERS/ PER SHIFT IS 25 STAFF, INCLUDING MANAGERS PER SHIFT 12. LYTL821OR FNSI-ES SHALL COMPLY WITH 050 G- IA�PTER 8) 13. EXIT SIGNS SHALT_ BE INTERNALLY OR DCiERNALLY ILLUMINATED. WI-EN TILE FACE OF AN EXIT SIGN IS LLINMINATE7 FROM AN EXTERNAL SOURCE IT SHALL HAVE AN INTENSITY F NOT LESS , C THAN 5 FOOT CANDLES (54 (1x) FROM EITIER OF TWO ELECTRICAL LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT ILLUMINANCE AND BE LISTED FOR THE PURPOSE (IF.C. 12124 AND D.B.C. 1003210.47 14. MANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT (INCLUDING SPRINKLER SYSTEMS, STANDPIPE'S, AND FIRE ALARM SYSTEMS) I +When copper p I p e I s used, T Rating I s 0 h.'�'�' Minnesota Mining S co.- Types CP -25 5 /L, CP -25 N /S, CP -25 WB, CP -25 (Note: L Ratings apply only when Type CP-25 W B+ caulk Is used) *Bearing the U L Classification Marking. 11 RRESTOP SYSTEMS Backer rod infill w/ caulk in annular space. Install caulk flush with top surface of floor or with both surfaces of wall. If cracking occurs after the fill material cures, the cracks shall be sealed with sealant. Isolatek International- Type C. * i Bearing the UL Classification Marking. ; ;:: 1 : ' , ` l 9 r , l..: ; - ;. , OO ':�- �'<" �.? System No. CAJI I - - - .: r - ;.1 ; r =: +_ :: _ (Formerly System No. 49) ;„ : ,i t ; =, :. F Rating -3 Hr y` `? ; ; T Rating-0 I•-Ir . /� WB +. CC�JDiI I(DIV. FINIS4 -ES SHALL COMPLY WITH IBC. CHAPTER & G. Pla L EXIT DOORS SHALL SWING N TIE DIRECTION OF EXIT TRAVEL WF•EN1 SEPVNG 50 OR MORE PERSONS AND N ANY I r I I SPOT FINISH ELEVATION ( (XHEZ) - ,; ' > 1 ° ; , -_ = > = j> - z - <:: _,: - = �-/ t r ; f' •3 ' i,. „ .:� _:: _ ' R TI-EA ER, GROUP A-I OCCUPANCY 2 EVERY EXIT DOOR SHALL OPN FROM TILE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEAD BOLTS, NO SLIDING BOLTS ETC. a PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOOR SERVNG ROOMS. CORRIDORS OR STAIRWAY HANDLING AN OC(r'UPANT CAPACITY OF 50 OR MORE PERSONS, FROM ANY GROLP A, E, OR I OCCUPANCY AND 10 OR MORE N MOTION PICTURE �S• 4 ONLY P ANIC HARDWARE APPROVED AND LISTED BY ll-E STATE FIRE MAR SHAL SHALL_ BE INSTALLED. 5. AISLES LEADING TO RE-( JIRED EXITS SHALL HAVE A MINIMLIv WIDTH OF 4 4'. 6. EXITING TI-R( UGH MORE THAN ONE INTERVENING ROOM IS NOT FERMI' I t) FOR AN OCCUPANT LOAD OF 10 OR MORE 0013.21 It SIC�NS L PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MNIML M FT. FOOT /FF� I FIG. FOOTING FURR. FURRING FURRING FUTURE GA. GALV. GAUGE GALVANIZED G.C. GENERAL CONTRACTOR .I. GALVANILCL) IRON G ON GLB. GLL I -LAM BEAM GL GLASS GROUND GR. GRADE GYPSUM N .B. HOSE BIBS H.C. HOLLOW CORE HEADER HEW. HARDWARE I-IT. I- EIGHT HER. PIG. H.M. HOLLOW METAL I-1ORIZ. HORIZONTAL N.P. HIGH POINT I- EATING I-DWD. HARDWOOD HVAC F- EA,TING,VENTiLATION S AIR CONDITIONING I.D. INSIDE DIAMETER (DIM. I.E. INVERT ELEVATION IN. INCH INSUL INSULATION TNT. INTERIOR JT. JOINT JAN. JANITOR LAM A . LAMINATE LAVATORY LT. LIGHT MAX. MAXIMUM M.B. MACHINE BOLT ME AwCA1- MET. METAL MFR. MANUFACTU�2ER M.H. M MANHOLE MININ. . MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED MIT MAN TELEPHONE TERMINAL MUL MULLION N NORTH N.I.C. NOT IN CONTRACT NO . NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.A. OVERALL 0.C. ON CENTER O.D. OUTSIDE DIAMETER (DIM.) OFD. OVERFLOW DRAIN O.F.C.I OWNER FURNISHED, CONTRACTOR INSTALLED OF.O.I OWNER FURNISHED, NSTArY. OWNER INSTALLED OPG. OPENING OPP. OPPOSITE PTN PARTITION PL PROPERTY LINE PLBG. PLUMBING PL PLASTER PLYWD. PLYWOOD P.O.C. POINT OF CONNECTION PT POINT Q.T. QUARRY TILE DIM J ALL DIMENSIONS TO FACE OF FINISH (F.O.F.) U ESS NOTED OTHERWISE KEYNOTE, EQUIPMENT 0 < ITEM, PER SCHEDULE WN ON THAT S HO SHEET WALL TYPE I GYP. WT-3.I (< COLUMN, BUILDING GRID A 0 100' -O" - �" /� `� 6' 1-1C4-1 BY 3/4' STRC» BLOCK 1. E I I tk5 ON A CONTRASTING BACKGROUND. 2 WI AVER T{-E BUILDING IS OCCUPIED, EXIT SIGNS SHALL LIGHTED SO THAT TI-EY ARE CLEARLY NIBBLE 3. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED. HALL BE INTERNALLY OR EXTERNALLY LLUMINATED. 4 EXIT SIGNS S FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLE'S FROM EITI -ER OF TWO ELECTRICAL LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQIJIVALBNT LUMLNAINCE AND BE LISTED FOR TF E PURPOSE 5, PROVIDE EXIT LWMNATION, CON�lECT1B7 TO A SOURCE OF EMERGENCY BACK POWER, N ROOMS AND PORTIONS OF TI-E EXIT SYSTEM THAT SERVE/CONTAIN AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS. ENTIDENTIFICATION N BOTH RAISED ARABIC NUMERALS 6. STAIRWAY IDENTIFICATION AND RAISED BRAILLE SYMBOLS SHALL BE PROVIDED ON ALL ACCESSIBLE FLOORS. 7. SEPARATE PLANS FOR AUTOMATIC FiRE SPRINGER SYSTEM, FIRE ALARM SYSTEMS, AND ANY OTTE X® R PLANS FOR FD FiRE PROTECTION E-QUIPtvFNT SHALL BE SUBMITTED TO TILE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 8. SEPARATE PLANS FOR AUTOMATIC FRE SPRINKLER SYST2v1, FIRE ALARM SYSTEMS, AND ANY 01I-ER PLANS FOR FIXED FIRE PROTECTION EQUPN1Ei' T SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 9. PROVIDE SMOKE DETECTORS N SUPPLY AND RETURN AIR DUCTS FOR ALL I-IVAC LINTS 2000 CFM/5 -TON OR LARGER, OR SMALLER WITS COLLECTIVELY SERVING A COMMON AREA. ALL UNITS SHALL BE ARRANGED TO SHUT DOWN SIMULTANEOUSLY. EOUSLY. 10. TILE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF Ll ELECTRICAL SUPPLY. IN Ti-E EVENT OF ITS FARE. ILLUMINATOR SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR GROUPI. DIVISIONS I AND II OCCUPANCIES AND FOR ALL OTTER OCCUPANCIES WI-ERE TIE MEANS OF EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE. IL TI--E PATH OF EXIT TRAVEL TO AND WITHIN EXITS N T1-11S BUILDING SHALL BE DENTIFED BY EXIT SIGNS EXIT SIGNS SHALL BE READILY VISBLE FROM ANY DIRECTION OF APPROACH• EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL NO PONT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. I. /� 4- 1 1111 ( ( FINISH ELEVATION 4 EN INDICATES HIDDEN CO Nry = • • a • �� . ' " "`��' a CONDITION ABOVE. BELOW, OR BEYOND GLAZING MATERIAL HAS BEEN UTILIZEID IN SUCH INSTALLATIONS. TIE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING= • GLAZING N RAILINGS REGARDLESS OF I -EIGHT ABOVE A WALKING SURFACE INCLUDED ARE STRUCTURAL BALJJSTEjR AND NONISI RUCTL!<2AL -lN FILL PANELS. 23. SEATTLE !a KING COUNTY I -EALTH AGENCY INSPECTION REQURED UPON COMPLETION OF WORK PRIOR TO OPBJNG. 24. THIS FACILITY IS NON SMOKING. 25. ALL VERTICAL AND HORIZONTAL ROOF DRAIN AND ROOF OVER FLOW ROW DRAIN PP LEADERS FROM ROOF TO TIEATRE FLOOR ROUTED THROUGH DEMISED AUDITORIUM CEILING AND ENVELOPE SPACE (OR PORTIONS THAT ARE NOT CONCEALED WITH N TI-E PERIMETER WALL OR SHAFi) MUST BE ACOUSTICALLY WRAPPED WITH GLASS FIBER REINFORCED BARRE R MATERIAL AS SPECFiED. WI-ERE DRAIN PIPING LEADERS PI\ETRATE A SCREEN WALL, Ti-E PENETRATION SHALL BE SEALED WITH ACOUSTIC SEALANT (SUCH AS PECORA, OR RATED SEALANT IF REQUIRED/ NOTE NO ROOF DRAIN LEADERS OR FIRE SPRINKLER PIPNG IS ALLOWED TO PENETRATE DEMISING AUDITORIUM SIDE WALL ASSEMBLIES OR T WALL ASSEMBLES BETWEEN 2 AUDITORIUMS 26. ALL EXTERIOR AMC LOGO SIGNAGE RE A SEPERATE CITY OF TLJKWiLA BOLDING PERMIT TO BE ACQUIRED BY 11-•E SIGNANGE INSTAUATION CONTRACTOR. 27. BACKING FOR ALL AMC EXTERIOR LOGO SIGNS IS TO BE INSTALLED PRIOR TO EXTERIOR SKIN PER BASE BOLDING DOCLIMI NTS. 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 TILE RESPONSIBILITY OF TILE SIGNAGE CONTRACTOR. FINAL CON•ECTTON TO BUILDING POWER OF ALL AMC EXTERIOR ILLUMINATED LOGO, EXTERIOR ILUMNATED SIGNAGE la INTERIOR ILJ_LMNATED SIGNAGE IS TO BE MADE BY A STATE LICE E.ETRITICIAN (B Y G.C.) 29. NOT U USED. U 30. NOT USED. 31 ALL CARPET IN TL-E AIJDITORLJMS, CORRIDORS AND COMMON AREAS COMPLIES WITH THE DOC FF-1 'PILL TEST. 32 AIL- WALL FINLSI -ES AND SCREENS IN TIE ALDITORWS HAVE A MINIMUM CLASS C FLAW SPREAD AND SMOKE DEVELOPED RATING. AND PANELS AUDITORIUMS, 33. AUDITORIUM B Y PCORRIDORS AND LOGY HAVE A MINIMUM CLASS B FLAME SPREAD AND SMOKE DEVELOPED RATING. 34. AMC HILL UTI 17F TILE FOLLOWING FILM TYPE WITH IN THIS FACILITY' KODAK ESTAR OR CELLULOSE BASE FILMS FILM MATERIAL COMPLIES WITH BL RN TESTING FOR SAFETY FILM IN ANISI/I5O 543 -1990 PHOTOGRAPHIC FILMS- SPECFICATIONS FOR SAFETY FILM, ASTM E84 FLAME SPREAD RATING, 0-25, NFPA CLASSIFICATION A 35. AMC SCREEN MATERIAL IS ASTM E84 FLAME SPREAD RATING, 0-25, NFPA CLASSIFICATION A SCREEN MATERIAL MEt fS TIE REQUIREMENTS OF NFPA 701 TEST METHOD 2 FLAT SI -BETS) EDITION WI-EN TESTED IN iTS ORIGINAL STATE, TEST 2004 ED REPORT NO'S. =294416 250804. PE' 2/1106 'ARTICLE 0 CENTERLINE, WITNESS UNE, • LIMIT LINE, N LINE EXTENSION ` '' ' • '' r ' ' `` '' ' ` '" sc ; �,•, STUD PARTITION � A . SECTION A -A I. Floor or wall assembly - Min 4-1/2 I n, thick I I g h w e I g h t or normal weight (100-50 pc cncrete. Wall may also be constructed of any UL Classified Concrete Blocks *. Max diam. of circular through opening is 22-1/2 i n. See Concrete Blocks (C A Z T) category in the Fire Resistance Directory f o r n a m e s 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 o r project max 2 i n. from top surface o f floor o r from both surfaces o f wall. 2. Pipe or Conduit-Nom 20 in. diem smaller) Schedule 10 (or heavier) steel pipe, nom 6 in, . diem diam (or smaller) rigid steel l conduit or Type L (or heavier) cooper tube, nom 4 In. diam (or smaller) cast iron pipe or steel EMT. Max one pipe or conduit per through opening not to exceed 2 1/2 i n. 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 wail assembly. 3. Packing material- Polyethylene backer rod or nom 1 in. thickness of tightly - packed ceramic (alumina silica) fiber blanket, mineral -wool bait or glass fiber insulation 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 o f caulk fill material (item 4 ). A s a n alternate when max pipe size 1 s I O 1 n. 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 s I d e of wall. 4. Fill Vold 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 SHALL BE SLBty UED TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 5. ALL EQUIPMENT WITHIN TILE PRO- EC71ON BOOTH IS AUTOMATED AND REQUIRES NO ATTENDANCE 16. TIE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON THE ENTIRE SET OF DOCUMENTS. N CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS OR TRADES, TILE MOST STRNGBNT NOTE OR- DETAILING SHALL APPLY AND 1 CONTRACTOR SHALL NOTIFY OWNER /ARCNffECT IMMEDIATELY OF SUCH DISCREPANCES. 17. IT IS TIE RESPONSIBILITY OF TILE CONTRACTOR TO FD VB2IFY l. -- Y } ' :4,.:::::...-*;:,;;: CONCRETE mi- mi nn_i iii _uu_uu_uu_uu ml =1X11 =ml =qII I III IiIi =uu - i EARTH OR COMPACTED FILL j_�: :; DRAINAGE FILL j4_ {r. "i L; DCISTNG SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION, TILE CONDITiONS SHOWN ON TI-ESE DOCUtv'ENJTS ARE BASED ON INFORMATION SLPPLIED BY LANDLORD. 18. TIE CONTRACTOR IS RESPONSIBLE FOR MAINTAINNG A CURRENT SET OF CONSTRUCTION DRAWINGS ON SiTE DURING CONSTRUCTION. TIE CONTRACTOR SHALL INDICATE ON TI -ESE PLANS ALL APPROVED CHANGES. THIS SET SHALL BE TURNED OVER TO OWNER IN TILE FORM OF AS- BUILD PLANS WHEN TILE PROJECT IS COMPLETED. 19. F ANY ERRORS DISCREPANCIES OR OMISSIONS APPEAR ON TI-ESE DRAWINGS, SPECIFICATIONS OR OTI-ER CONTRACT DOCUMENTS, ALL_ NOTIFY OWNELR /ARCS -llTECT IMMEDIATELY. SHALL_ C CONTRACTOR TILE CONTR 20. NO MATERIAL TOR 51 TURIONS WILL BE ALLOWED UNLESS SUBMITTED N WRITING TO OWNER /ARCHITECT PRIOR TO INSTALATION OR PURCHASE PER PROJECT SPECFICATIONS. 21. THE CONTRACTOR IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED AND SUBMIT UST TO THE OWN82 /ARCHITECT WfT1 -IN 10 WORKING DAYS OF CONTRACT 22. CONTRACTOR IS RESPONSIBLE FOR CI-ECKING AND VERIFYVERIFYING ALL SI- LPMENTS OF OWNER SUPPLIED MATERIALS. TI•IIS DES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. F Ti-1IS IS NOT DONE, THE CONTRACTOR HILL BEAR T1••E METAL • _ BATT INSULATION OM_ I W00D, CONTINUOUS, BLOCKING I. G AL CONTRACTOR SHALL ENSURE ACCESS TO ALL EXISTING HYDRANTS AND FIRE DEPARTMENT CONNECTIONS DU RING CONSTRUCTION 2. ALL EXISTING EGRESS ROUTES AFFECTS) BY CONSTRUCTION SHALL BE REROUTED BY AN APPROVED IvEfi -10D. a SPRINKU R PLANS SHALL BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL UNDER A SEPARATE PERMIT. 4. FIRE ALDITORIUMS OR LINES AUDITORIUM S ARE NOT AC OUSTICAL WALL ASSEMBLES, PERMITTED TO Pt. N BETWEEN ORIUMS O 'ASSEMBLES, 5. PROVIDE SURFACE MOUNTED FIRE EXTINGUISHER ISI-BR W/ BRACKET N LL A MACHINE, MECHANICAL AND ELECTRICAL ROOMS. 6. ALL FIRE SPRINKLER LINES, VALVES, DRAIN VALVES ETC. SHALL BE ROUTED WITH N DEMISED CELNG SPACES, 1-L -D HIGH TO BUILDING STRUCTURE. NO EXCEPTION WILL BE ALLOWERD FOR FIRE SPRINKLER LINES, VALVES, DRAW VALVES, ETC UNDER DESIGNED SUSPENDED DRYWALL OR ACOUSTIC CEILING A�-IES. J. SPECIAL DS lW ff FINISI -ED WOOD :•• :`. -.: GYPSUM BOARD Max P Elam in. Max Anrwtar Space Ii Packing Material Type (A,) Mn Caulk TT11aTS In, 10 I BR.0 F.GF. or MW V2 OB.) r , , PLYWOOD 10 I CF. or MW V2 (CJ COST ()F ANY EXPEDITED FREIGHT CHARGES TO MEET TILE CONSTRUCTION SCI -EDL LE. TI--E CONTRACTOR IS RESPONSIBLE FOR FLING DAMAGE RETORTS AND MUST MOUNTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 23. TILE CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SL PS A MARLED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO OWNER WI-EN TI-E PROJECT IS COMPLETED. 24. TI-E CONTRACTOR SHALL DELIVER TO OWNS A COPY OF TIE CERTIFICATE OF OCCLPANCY, LIEN WAIVER, WARRANTIES, GUARANTEES AND EQLLPMB�IT OPERATION MAN1<JALS, TILE ORIGINAL (2TIFlCATE IS TO BE FRAJMED AND SKIED TO AMC'S CONSTRUCTION MANAGER. 20 2-1/2 BR.CF.GF. or MW I CB.) • i • + + + + • • !�! *!�! *! +! *! * ±�!i RIGID INSIJG.ATION A. BR-Polyethylene backer rod CF-Ceramic f I b e r blanket. MW- Mineral -wool batt. PARTICLE/FIBER BOARD I. FiRE DEPARTMENT ACCESS TO ROOFS N TI-E EVENT OF A FIRE RTtV1 SHALL NOT BE OBSTRUCTED BY WIRES, RAZOR RIBBON, FENCES, CABLES AERIALS, ANTENNAS, OR SOLAR PANELS. 2 AUDIBLE AND VISUAL ALARMS WELL COMPLY WITH THE PROVISIONS OF NFPA 72G. 3. ALL RAMP SURFACES SHALL BE SLP RESISTANT B. Caulk installed flush with top surface of floor or both surfaces of wall l I C . Caulk installed flush with bottom surface o f floor o r one surface o f wall Minnesota Mining S Mfg. Co. Types CP-25 S / L . CP-25 N / S *Bearing the UL Classification Marking. _ MOISTURE RESISTANT INFORMATION SI-EET BOARD r - :n n e is - re r 2575 -n,J into ve. ' J a ' Califoma 92 = 18 Ph =ne: 9 1.925 2504 1.940244 Email• stic@s1kinc o m 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 J ENGINEERS INCORPORATE D PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington Ui!LU 2@MMUilUi hfingiffiggilggilng F 44< arm � ISSUE INFORMATION: DATE: 4 -21 -05 5- -4-05 5 -1 -06 6 -7 -06 7 -18 -06 8 -21 -06 1 -15 -07 8325 LENEXA DRiVE SUITE 400 LENEXA, KS. 66214 -1895 TEL 913- 07 -5300 FAX: 913- 307 -5480 WE& WWYHENDERSONENGINEERS.011 REVIEWED F`DR I Ri ? OCT 2 2007 City Of Tukwila ILDING DWI . •ION SHEET INFORMATION: PROJECT NO.: 223- 383-05 SCALE: NO SCALE SHEET TITLE: NERAL NOTES SYMBOLS, ARE STOP DEALS T SHEET NO.: W AT stfleld T103 INFORMATION: N 6 F FLOOR PLAN FEASIBILITY FLOOR PLAN 30% TENANT PLANS 50% TENANT PLANS 75% TENANT PLANS 95% TENANT PLANS 100% TENANT PLANS C Jul ,Bn7 •LA 1 DATE: Date II/4 /05 4 - -05 FEASIBILITY FLOOR PLAN Date 11/4/05 FEASIBILITY FLOOR PLAN 5 -1 -06 Date II/4/05 _ _ i 6 -7 -06 50% TENANT PLANS 7-- -18 -06 75% TENANT PLANS I ea era bra e ;Speakers furnish hardware and brackets ; Speaker- 1-15-07 100% TENANT PLANS X Terrazzo -_. .� 0} � Rest counters __ X AMC South Center ___..._ _..�__ �._......._...,_...-- ...._. _ -- - .._..___. ___.___.-_.-.__..,.__,_._._._.,._.__--._,__,_.._.._,_.._"_..- Scope of Work Matrix (AMC TI and FF &E ! i .- _- .___...- __..__....--- _. -_._ _..__ Upper Level) Part of Installation of surround s eakers, brackets and blocking p g !including scaffold and rigging and plastic protection - coordinated with the ? acoustical wall treatmen X ._ - - - - - WthinAMCs demised premises X .....__ _ _ . _ __.. . _. - -- - -_. _ .____ -_ _ __.. - - -_._ _� - ._..�.___�___..__. _ _. or trim and moldings X Outside AMC's demised premises X 'Miscellaneous ;Count 7200 ;Exterior i !Acoustical , "NC-25 1 ;insulation ., 7 250iFire !Patching i 'Stadium !Fireproofing shelving X , rotection during construction P X X Trash enclosures / waste receptacles X ;Visqueen temporary protective sheeting X Room counter and pass - through X . 9500?Acaustical Ceilings ___.... _�..._._ .w. Date: 11/4/05 Landlord AM !Background Music S stems premises Within X Insulation Spec No Description ac o = o w u.. - r' Rack for BGM e rent: _______.___._ _ 1 Note: oustical ceilings must meet AMC's sound transmission in all cases acoustical ;criteria (see "NC-25 Statement" per Lease) ___.. wall insulation (min- R -19) or as otherwise approved by AMC X -- Furnish ..._.._- X Roof insulation (min. R -30) or as otherwise approved by AMC X - tnstail ----- X insulation meeting AMC's criteria, including without limitation, Statement" per Lease. This section shall include screen wall whether within or on screen walls. :Amplifier, equipment, terminations at amplifier X 9fi50 Interior R esilient Flooring Within Tenants Premises, including I without t limitation: 2005iSurveying - - Conduit, j -boxes wire and terminations from BGM rack to each booth audio termination board X ' Building pad c ertification, per lease X _ _.. ;Interior rubber and vinyl base X In or on roofs, slabs, exterior walls, exterior partitions, or other systems X it ding comer la gu l ayout - .. X q Tenant's Within Tenant premises: .�..__ -_ _. _�. ...__ _. _ ___._ -_ _ -_._ .- - - - -_ _ _.._... "..W ._._ ___W . 1 VCT X .._ __ _ In or on interior walls, interior partitions, or other systems X ;Structural layout X Auditoriums only X -T T ;Sheet vinyl and trim in auditoriums X 'Interior concrete floor steps and bird bath depressions X Hallways, restrooms, lobbies, all other public spaces; including without i limitation, speakers, conduit, j- boxes, wire, and terminations X !Special flooring, sheet goods, and rubber flooring _ 9 _.. _._.__ -. 9 . X Fireproofing (Note: spray - applied fireproofing will not be permitted) p �- -- - ; -� -� - - Interior wall layout X Structural assemblies with AMC approval of manufacturer and product. X .____....4_ nderground / under-slab rough -in layout and slab penetrations Plaza area outside Tenant's Box Office: 9 9001 Paintin and Wallcaverin g 9 ..-.. g due to Fit out or FF &E Work X - ' Within AMC Work Limits X __ -_ i Speakers for Tenant's backround music: -_ --._ i Exterior X risers X Outside AMC Work Limits X 1 Furnish -. -. X !Storefront Canopy Py X pe trations fire safing, fire caulking, etc.) ( ` B th pa rty making the penetration. , ,Verification of Building Floor Area By Landlord and Tenant jointly Install X doors /frames X I All other work; including without limitation, conduit, j- boxes, wire, and I terminations - X ' Interior within Tenants demised premises X 2220! Der olition - X - - - ' Exterior work Touch -up, and nick and ding repair after AMC's FF &E k X 7500!Rfing, _ -- i iHVAC �,, :Walking ' 1 - ou - - oo including without limitation: i f Box Offic and e interior exterior X Buildin and canopy roofing ns g _ 2290 Earthwork p le � - a Box Office, Guest Services Concessions - "and Tretiord wa ll carpeting or other wallcovering X , g_ a roof Making penetrations and atchrn roof for penetrations, including without and g ri g g those made during Fitout or FF &E work X P re p o �� Preparation, per lease requirements X Delive installation of casework and equipment ry X Interior exposed utilities X i Dewatenng }Power- conduit, j- boxes, wiring, and terminations from box to chase, etc- X EConcrete sealer X Screens (if required by local building officals) Temporary Dewartering X Fumish and install electrical chase system inside of casework 4 X !-- -- - - _ - -_ -_.. -_- -__,.- - , -. -_ - - _-- .-- ____ -�_- ____.__...._.__ -_ . pads X 1 Permanent Dewatering X Data conduit and j -boxes , X 1000 Partitions / Accessories X Perforrn Flood Test on entire roof area prior to Substantial Completion X - f - -- -- -- N i Fine grading X ;Data: cable and terminations x - w .�_ �_ _ -_ __..__._.. __...W.._ _...___._ _- ._ -_.__ _. _.. -.. _.- _..... _. _..___ ..__._- _- .__.__ -__ 7600IShe__et - ;Plumbing hookup X 102630Vinyl Corner Wall Guards X Metal, including without limitation: �� ___ All flashing and sheet metal �.__ _�_- - - " -� __ �___- 22$11Tem�ite Contra) (if required) X !Tile / rubber base for casework X _ _ ,„-1--, µ 10522Fire Extinguis hers and Cabinets X ;Canopy architectural metal X - - - i ,Telex Box Office Window Communications ,._. n....,..� X for H }Counter- flashing VAC rooftop equipment and exhaust fans X 2440FTheatre Walks, including without limitation, theatre and plaza paving. X I 11060 s Equi ment p I Curbs and counter flashing for other AMC provided items such as ; condensers for FF &E equipment X ;Box Office Times and Titles Signs !Power: conduit, j- boxes, wiring, terminations from box to box, etc. X t Pra ectors (Expansion control in exterior walls and floors __.- �._..�_ .._._.. 2830, Retaining Walls (if needed) -- j X ; Final terrninatons to enant -su lied ui men #. i T i pp eq i p X = Furnish, deliver, andmow into position X _- mm - + 7900; ..._ _�_..___ W W - .__. __- - ___ _._ _-_ ; Expansion control in interior walls X ;pats: conduit, j- boxes, and cable X _;C riser - metal with adjustable feet X 2800Any and all necessary modifications to parking areas, including i ;without limitation, roadways, curbs and gutters, drive aisles, islands, i ; crosswalks, sidewalks, drainage, lighting, striping, landscaping etc. X j Data: terminations X _ - !Power. conduit, j- boxes, wiring from box to box, etc. - X lure Moisture Control i i Signs and associated computers ...._....... __.__�_._.__._..._. X Conduit from j -box to projector console X � -____ __.- - -__.. __ I Exterior moisture control X r ._ _.._ , _,._ -. _ ._.. , __ _ - - _ ; Final terminations rminations of Tenant's equipment X `Water membrane in wet areas. Flood test. X 1Mini- Marquee System - ;Setup and testing X )Caulking, including without limitation, a) acoustical sealant, and b) all 'plumbing fixtures: 2800;Theatre & Plaza Landscaping, including without limitation, hardscaping, planters, benches, street furniture, exterior lighting X owr n, j-boxes, wiring, from box to box, etc. conduit, i _.,___ -, .. ; .., __ _ .- _ _ _. g. o f _ . . X (Vis temporary protective sheeting X nal terminations to Tenant-supplied ui rent ;Final .__._ ppli _ p ._n._.._ X __partitions, or other systems . - -- I partitions, i In exterior walls, X __ ___ w w - conduit ble 1Dat a: t, j- boxes, and ca X - - - _, .. ;Projector Automation and Alarm Status Systems I In interior walls, partitions, or other systems - ;Data: terminations _ _ X Back boxes and panels Building foundations / recessed and elevated slabs X Mini- marquees and associated computers X I Furnish X Page No. 3 ?Stadium seating fill for risers and stairs X � 4— Install X ! seating intermediate steps X . Page No 7 1 Power_ condut, j- boxes, wiring, terminations from box to box, etc. X __; _tali} - exterior exitin .._..��._,... _ -. .-__ - X W - i Conduit and wiring from j -box to projector console X - . X _ �.-_- _ ations _.___._ f Tenant's s eq equipment !Final terminations of w X _ _ IBirdbathdepression fill . - ._.__ ._ -. _.._.......__. -_.__ X 'Data conduit and boxes X -.. -_ _ __� -., i Mezzanine fill X Condu from it and wiring ' j -box to projector console i X __ - . - Auditorium acoustical slab (if required for sound isolation) X s Data: cable and terminations 1 Roofto equipment ds acoustical fill 1 P pads X From box to bOX ____....__........._.._.._. ---- - - - - -- X - )All MEP or housekeeping pads X ...-_ Page No. 5 All entry canopy and signage structure foundations X 1 Roof fill and/or light weight insulating concrete X 42001Masonry or Precast, including without limitation: Interior (at bird -bath depressions) or exterior walls _...._. X - - -_ �.._...,...._...._= Page No. Date II/4/05 Date 11/4/05 Date 11/4/05 Date 11/4/05 ;Automated Box Office ( "ABO ") or ATM Machines I From box to booth equipment X 8200Doors 8300 - _ / Frames / Hardware i Exterior veneers, if any X I For Plaza or other exterior locations: Visqueen temporary protection sheeting X i Exterior doors / hardware to AMC's specification X ; Interior veneers X ' Power. conduit, j- boxes, wiring, etc- X 3 �.µ `Power- assisted door(s) for wheelchair accessibility X Data conduit and j -boxes X Film Platters stairwells and shalt doors / hardware to AMC's specification X 50005Steel Backing and Supports for, including without limitation, railings, toilet partitions, Tenant -furnished cases, signage, poster case signage, and For locations within Tenant's premise: � s _ position, protect L Fumish , del iver, mo ve into ition, install, and rotect X interior demisin artitions doors and hardware to AMC's specification demising partitions X Power conduit, - boxes, wiring, etc- j X Setup and testin g X Non -demisin partitions doors and hardware within AMC's premises X !In exterior walls, partitions, or other systems X Data conduit and j -boxes X ._._, ___�_ - - -_ v. -_ ._ _- Visqueen temporary protective sheeting X } In interior walls, partitions, or other systems X ABO or ATM equipment, data cable, and final terminations X -- - i Specialty Doors , _W_ '6100MStructural _ Slide Projectors _ _ iii !Overhead doors X Steel, including without limitation: !Concession Equipment X ;Furnish, deliver, move into position, install, and protect X ;Fire -rated doors at elevator openings outside of AMC space X !Stadium seating riser structure X I Delivery, unpacking, setup, and testing X : Slide projector shelving X Fire -rated doors at elevator openings inside of AMC space X � �.� ; Bird bath depression framing X .._ r 1 .- -- - --. - -- Sound -rated doors and hardware (where required) X ,Mezzanine structure X !Drin k Systems ..�. y. € an Storage Shelving g interior Rollin or sliding doors, n l -i_ u ,_ -m M -_ . -interior including wi li mitation, se curity grilles re Roof structure X -� .__. - N-__.. - ._- M Condenser roof curb X A Workbenches into protect F mish, deliver, move position, install, and rotect u Po X - Fire 8800;, Fire shutters O AMC scpace X Roof and Mezzanine openings with supplemental framing X Set condensers - drink systems f x I shutters vvitin AMC scpace - T- - X MEP curb supports X 9 Refrigeration lines -drink system X Screens and Frames -" !Sign structure exterior X !Roof / slab penetrations for line sets and subsequent fire caulking X ;Scaffold: setup account and provide for this scope X Glass and Glazing Sign structure interior X ! Rough -in water, condensate drains, and drain lines X Frames Unistrut X nt and curtain wall framing /glass or rolling grille (option by AMC) X Ent cano ry canopy structure X I Rough -in for syrup m -�� T ~ -- �� - Box Storefront entry doors and glazing, including power assist door for = wheelchair access or rolling grille - AMC's option Projection and view ports including optical glazing. (AMC closed Spec.) X _ _!Metal grille work and structure nd - X Conduit and electrical wiring X Masking and drapes X i g [Exit stairway framing, treads, risers, and railings X TDrink and Ieee syrup lines installed X _ ilnterior stairway framing, treads, risers, and railings X r equipment and Icee machines X .Masking Motors _._ j Furnish X -_ -_. - TEmbeds f Fit out or F F &E work, including without limitation, balcony X i - P j-boxes, wiring, te rminations fro box to box, L ower and control: conduit, X - _ Install X I ; Bulk CO System +Fumish, in and make final terminations ...._____.. X '- ; Interior mirrors X _ M,,.,,,_.v 1_, _ 5200 Bar Joist X ;Bulk CO tanks and lines installed X ; Final cleaning of exterior walls, doors, storefront systems, curtain walls, ;etc. X _ _._.__ r _ _ __. ,,, _ ,,, ?Video Systems (if required) X - . _ ,. .. _ , 5300;Meta1 Deck including without limitation: Bulk CO2 fill box. X W T T 1Conduit power p g X __ _ .w_ !Entry canopies and roof -_- ___.... w.. ".V- X )Conduit and rough -in for CO lines X in Glazing auditorium entrance rice doors X I Office framing )lass (coordinate with casework installation g g ( ) X , wDedicated room for CO2 tanks X ;Sound Equipment 92 00 - 5500!Miscellaneous Steel 1 Penetrations in slab, floor, roof, and subsequent fire caulking X Power conduit, j- boxes, wiring, ter minations from box to box, etc- X EI.F.S. I Plaster / GFRC I GFRP !Header for overhead doors and rolling I sliding grilles X { Conduit, wiring, from projection wall j -box to sound rack- !Audio Terminal Boards X i F�eterior X Pipe bollards at dock / trash enclosure, if any X ) Ice Machines _ _ i X &Roof access ladders X ;� ® D P I Condenser roof curb (if air - cooled) X I Furnish _ - X + . Elevator pit angles and ladder - for passenger and freight to AMC level. - X , ;Set condensers on roof (if air - cooled) t X Install X jr ,___ - LEx _..._.._ -� -_ _ . - - -_. Elevator pit angles and ladder - for passenger within AMC space. X I _. _.__ ation Box - Furnish and Install (Closed Spec) X Exterior or demisin wall framin sheathin d drywall, to in and sandin demising 9. g, rY taping, sanding X i Restroom vanity support angles X I Refrigeration line dog house on roof Refrio g g #Roof/ slab penetrations for line sets and subsequent fire caulking y X P conduit, wiring, from projection wall box to tenant's sound rack- R g P j X Roof screen wall framing X Exterior trash enclosure gates and bollards __. �ri __._-__.__ _ w_ .�--�..._- .____-._ -__ _..._.-__._-_. _ _ . X I X !Final terminations of Tenant's equipment X ; Auditorium wall railings X I Provide inlet / outlet plumbing for condenser (rf water cooled) X ; Fumish, deliver, and move into sition position X f p y g t t corridors within AMC space if required by local building authority X Stadium }satin railing __- t -.. _ X i. Conduit and electrical wiring X __ __. . �_- ..........._.._ _ .__ _ Setup and testing X Interior walls, bulkheads, soffits and ceilings wthin Tenant's premises X ! Front of auditorium foot railing X i_ BUY Rough -in water and drain lines X ;Visqueen temporary protective sheeting X :Canopy framing, sheathing, taping, and sanding X : Cabby balcony railing X I 44 T _...__._ ._.. _...___._ t Exterior element framing, sheathing, taping, and sanding X ;Steel t for atrium storefront ( required) ired) support X ?Popcorn Poppers _ - - Stage and Surround Speakers - Box Office walls, bulkheads, soffits, and ceilings: X !Exit stairway framing, treads, risers, and railings X !Exhaust hoods (vented through roof if required by code) X ' Conduit for speaker wire (Vampire Wire - Closed Spec), boxes, etc- N P Pe )� J- X , _ ._..__....- " " ° _ _ i Pasenger and freigh elevator and escalator shafts I soffits up to AMC space X !Interior stairway framing, treads, risers, and railings X ....; power conduit, j- boxes, wiring, etc. X � Wire, terminal boards, and boxes: Embeds in concrete floors for Fitout or FF &E work, including queuing { g q g pole ;embeds X i -- i Furnish accordin t o A closed spec X Passenger elevator shafts and soffits X 4Grilling Station _. _._._, -, ,__ _. __ _.___ __... . w._ _ u - Install X .Roof drain'or MEP enclosures, or shafts X -� ' W 61001RoughCen i Exhaust hoods X I Wi terminations: ..�._ re ermnaons' ._w - _ ,Ac anels, hatches, or doors: p Carpentry Exhaust duct to roof on vented hood X i For stage speakers: W - 93001Ti1e � i Within partitions, ceilings, soffits or other systems provided by Base ' Building X Blocking or backin g, including without limitation, bl ocking for railin toilet railings, _ - jparttions, Tenant - furnished poster cases, signage, and speakers: Power and control: conduit, j- boxes, wiring, etc. ._. _- ,._t�_.._.._.. w__ -___ _ _,__..�. -_.. _. X - 1 For wire between booth terminal board and screen wall terminal board X }Associated fire suppression systems X __.A_ -_ -- i . - For wire between screen wall terminal board and stage speakers, and i between booth terminal board and sound equipment in booth betwe X W ithin partitions, ceilings, s, soffit, or other systems provided b Fitout I? y p by X i In exterior walls, partitions, or other systems _I. . Y___ - _, w.�_ -. - -_ -- _.___.__ _... _�. X r i itions, DrOt_. n nte walls mm h er systems R�Y- rior X ....._--- -.___. _..-- __.____ - .____gW._._- .______. _.__ _.._..... -._. _._...__.. -.____ -'-` Page 8 r For surround speakers: urbs for rooftop con and RTU HVAC equipment 'C. densers X ._.._ .__.._..______- .- _- _..-'..._._. / Paver Tile "'- - ,_... For wire between booth.._ . _- .__.�_.. -___. __. ______- terminal board and j -boxes in auditorium: i._._. _ �._.- _...._____._ -.. _____ ___. ___._._ _. ._...._-- _..- .�_. -. - .---- -. - -__ __._._-- __.___. _. 62001Finish Carpentry Within Tenant's Premises, including without i i !limitation: _.___..._-- ....�_..._..___.... ...._.._.._--- _.. -._.. __...____.___....___- .. -__. r Within AMC'} demised premises X At booth terminal board X !Tile base and corner guards X __..._A.._._..__ -____ __.._ -__ -,_ _.... �...___..._.__..__..._�.. . _ At surround speakers X - - - -- - ;Waterproofing undertile X R For wire between booth terminal hoard and sound equipment in booth X �- _._....__._.- _. �F�cteriorwalls - -'� !Protection during construction X �� Interior FRP panels =�_._,_.._...�....._. - - - X - -- ___ _ - -M�_ -- - ---- ..._� - --_ ._ -_ Page Na 6 Page No. 2 X Page No. 4 DATE: INFORMATION: 4 - -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 >Z EWED FOR COMPLIANCE � PPROV D IiCT 2 23 2007 ity Of Tukwila nYNG D i li 4 SEAL: e!1ST 2575 "nto • ve. Phtivie: 951.925 U • Fax: • 1.92' .0244 CONSULTANTS: Norton & Schmidt Consulting Engineers, L.LC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 rro HENDERSON G N E E R S INCORPORATED 8325 LEND A ARi41w SUITE 400 LENEXA. KS. 66214 -1695 TEL 913- 307 -5300 FAX 913- 307 -5400 WE& WWW.HENDERS0NE MINEERS.00A1 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 SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington F■ ' vt : [ mcn20_ i a q isPg8gallig ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: - � LA JI1 1 2 7n07 PROJECT NO.: 223-383 -05 SCALE: NO SCALE SHEET TITLE: SCOPE OF WORK MATRIX SHEET NO.: T104 DATE: Date 1V4/05 4 -21 -05 Date IV4 /05 5 -4 -05 Date 1V4/05 5 -1 -06 30% TENANT PLANS _ r _ ;Tenant _ _...._. _ j _ !Emergency Power System 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 ; Trash Compactor X iConcessiion Menu Boards Theater inverter or generator including monitoring within Tenant's premises only BM. Enclosure or screen, if any X I Furnish X _ ;Rough -in electrical power and water X Install X 4 Emergency conduit and wire to Tenant Electrical Room i Drain and grease trap X - - _ __. _.__ __ _. _ Conduit, power wiring, and terminations from box to box, etc.. X Power distribution inside Tenant space !Final termination of Tenant - supplied equipment X _ _ _ Provide pull string in ALL empty conduits for FF &E Tenant work, or ` use; including without limitation, electrical, telephone, data, fiber !optic, and security systems ..._.._._..__. .._...._.. 1 20005 ecial Finishes �__.- _.___.._. __,.___.._. _ _�__ ..4_..w.__ _ _..._._ . _. _____..,_.�_ IAuditonum side wall sound attenuation systems l X Exterior AMC Signs T +Chair rails or wall reveals or similar systems Y X Conduit from signs to associated elect rical panels X ..- . -..__ _ _.. _._. - _ - Conductors, power, breakers, etc._ -__.. X Dimming System 14100 Pneumatic Tube System !Building- mounted exterior AMC signs (includes electrical connections to ' box in close proximity to sign) X Conduits, raceways, control wiring, and power wiring X ;Fumish all components X Dimmers closed s ) (closed spec item) ;Install all components within AMC space p X Monument and freestanding s pylon signs serving AMC only X ` Start -up -- 2 lnstall all components outside of AMC space X _— M I ._. 1Wayfinding Signage Within AMC's Premises ",Box Office ___ .._. � 14200�Elevatorsand Escalators - Backing and blocking Underground / underslab conduit stubs to Box Office for signage, power, ;etc. _ .� ;Passenger an freight elevator / esclator up to AMC space X / In exterior walls, partitions, or other systems X Passenger elevator within AMC space X I In interior walls, partitions, or other systems X MIN i Condu and electrical X - 1500General __ - - . _ - __ ities: T _ , .._ _._. __ _" - Conditions 15400 Furnish and install signs X La_ ©.- __ __ V ►/ate r supply, gas s u p ply, s dr stor drai t locati s specified ! by AMC X + Provide 75,000 sq. ft. adjacent to AMC space on ground level Poster Cases - Interior and Exterior Maintain and restore area to pre-construction condition by Substantial Completion X -- ! Riser into space X 'Furnish X Roof and overflow drains and leaders per Tenant's acoustical re_q_uireme_n_ts X +Install X Provide unrestriced acess from roadway to laydown area and from laydown area to theatre throughout construction. X - N i Rooftop equipment water, gas, and electric supply as required X I Conduit and wiring X :Rooftop condensate drains X i Provide 40' wide access on all sides of the theatre durnn g construction. _.. __.. ; Exterior courtyard drains X .._. W. __ ___- _____ .__ -_._ ___ ___..___ -_ _ __ _ _ _ . ;Code - Required Interior Signage X Provide monthly Master Sc updates to AMC "� ©© _ _ - -. Y I-B dergrounde - .-- - u ilding un nd 7 u X 1Condint, electrical wiring, and termination X 'Util ) Concession area trench drain system. Blockout in slab. X Site office temporary utilities water, sewer, telephone, and electrical [400 perry ( p [ amps] to AMC's Temporary Construction Facility and Laydown Area) __ . _ _ _ _ I Fumish and install Concession Area trench drain system X - - _ Security - -Video Cameras l 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 , and brought to Tenant designated points requirements, "Roto Rooters sewer lines 2 weeks prior to opening X ICamera housings: vices, meters, iSOV, check valves, backflow de eters, etc X ______ Furnish X ;Building Permits: al connections to Tenant supplied equipment X I Install X I Obtain z la ,and development permits ,._ Hose bibs in exterior walls X Equipment, cameras, data cable, and final connections X Obtain shell ; 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 Obtain Fitout work permit !Security -- Keyless Locks ; Test i ng and Insp ect con to code and specifications: Power conduit, j- boxes, wiring, etc. X i Site wor _ _ - _ T Storm Drain System - ~ - � T -T � X 'Data: conduit and j- boxes X Core and shell work Fitout work —_ t Leaders to main system X - - 'Equipment, cameras, data cable, and final connections X X � � __... __ "- - - ; FF &E work ___ X 15400; Plumbing Fixtures 1Burglar System Building cleanup (daily rough and final): - - -- 'Automatic lush valves on all urinals and water closets X jPower, conduit, j- boxes, wiring, etc. X Site work ` _..___...._... _._.._._...__...___..-- _..____. ©� 'Water closets to be wall -hung. X ;Data: conduit and j-boxes X hell wo __Core.a dMs ...._.___!* _..__.__ -.. r Fit out work �-© ; 1 cameras, data and phone cable, and final connections X 26501 Gas I Electric - service choice by AMC to points specified by AMC X 1 a ' FF &E work r -- - - - - -- ; ---- ...__m....___ _ _._... R._ __.... _ ... _._....._ Telephone System !Provide copies of as -built drawings, operation and maintenance manuals, ;warranties, etc., to Tenant on Compact Disc: 15 Sprinklers (Dedicated System) T CondLrit, backboard, and service into Telephone Room within Tenant's premises X ..__ ;Annunciation and alarm systems to be separate from mall system. X Core and shell work ; Supply to location specified by AMC X i E Power, conduit, j- boxes, wiring, etc. X Provide 60 day advance notice of all delivery dates for items furnished ;- under FF &E but install under Fitout • Fitout work ;Riser into space 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 — ©=III i Payphones X FF &E work _ ;Orientation regarding facility systems for Tenant's operational personnel: eg - - -- - -- X Page No. II a Aisle Lighting System 1 Core and shell work Conduitsraceways_ all rout-21, wiring � -_ K Page No. 13 �. _ Page No. 9 Date 1V4/05 - ._.._- • Date 1V4/05 Date 11/4/05 Fitout work X required code in exit corridors to Exit Stairwells only As aired b X :Furnish and install rough -in for step lights in structure X FF &E work X All backfiow p eventers and meters, PIV, tamper switches, drain lines r detect . _. or check, SOV, and check valves X _ ._. !Transformers: Security Security guard i nr FF &E equipment meat 60 days) p�..._.__�.� ..__._...._._.....____..__ X Furnish X ;Office area in the construction trailer for Tenant site re res entative and O p FF &E project supervision X - .__ _i Fire sprinkler layout, shop drawings, and approvals for a complete system !conforming to all applicable codes X ! Install X ;Aisle lighting X tern for FF &E debris (estimated requirement is one and one -half 40 I Dumpsters Ps ( mq CY du mpsters per auditorium) X . es .. ._ ! -- - - ..._ - - Delu ge system (if requires X f Make final connections X ._.._ ._ _ ..._ . i :Foreman standby time onsite for electricians, plumber, mechanical, vertical 1 y transportation within AMC space, and energy management systems and for General Contractor during the Opening Week - 72 hours total each trade. Schedule as directed by AMC Operati X .__ - -- -- _- -----____ --._.__.______...._..-_,._,_.. _ __ ,.. 15800 (Per Tenant's Closed Spec) 3Carpet X ;HVAC distribution within AMC's demised premises X _ mm _ _ _ !Carpet extrusion (for aisle lighting) X equipment and controls includin HVAC RTUs THVAC including K i Ca t ro #ion (Carpet protection (carpet masking) X Rooftop e xhaust fans p X ;Carpet base (see rpe ( also vinyl base elsewhere in this schedule) X Foreman standby time onsite for vertical transportation to AMC level X - _- - rbs s and roof C - p e e_ _ � C u for R,.�.�.��� ox haus# fan ^_. _ TU i i P No. V4 _ __ F only .._ . -.... ____ _. __..__..___ ...___._ __ ^_ �. y ..._.__.__...._._.. X Seating X - _ .._ i Install X ;Stud layout and welding X RTUs r Unloadin , move into position, install, and protect X _.-.._______.______.__._�_. _.-_.___.._._._.. .�._.___.____�_...__- _.._.._.._ i Fumish X 1Disposal of shipping boxes in dumpster X - i Hoisting to roof structure once curbs are installed - " X I startup Install connections ands p X !Office Partitions,Fur r Equipment nt - -__ _. - - -__ _. _____.._ - -_ W .__ -_ _..__ s _ !Furnish, deliver, move into position, and protect X _ _ _ _ _ 15800 HVAC Smoke Equipment and Controls (if required by local code), including without limitation: X j _ Vault Room Cabinets X Smoke Exhaust - AMC installs at landlord expense X 1 !Smoke Evacuation System - AMC will install at landlords expense ;Count Room Counter and Shelf X ;Smoke Control and any adjacent building tie in - AMC to install at landlords E expense X !Safes �._ —_ ._...._. ..-- _ __________ !Furnish, 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 ■ ,Computer Systems ; RE COD t i Power conduit, !boxes, wiring, etc. X I .__. ;All meters X I Data: conduit and j -boxes _ _ X P As required by code in exit corridors outside AMC's demised premises X TEquipment, data and phone cable, and final connections X I Exterior lighting and power. (All lighting, including without limitation, that for ,parking areas, drives, walks, plazas, and service areas to be on Landlord's — 'meter.) X f :Lobby Art X 1 - - - I Fire alarm system (based on performance specification), including shop ;drawings and approvals X Benches - Interior Only B L I Fumish, deliver, move into position, install, and protect X j Interface to projection automation system X _._.. _._ _ . _ . !Seconda conduit and wire to main Tenant Electrical Room X ;Freestanding Trash Receptacles and Ash Urns - Interior Only !Main distribution panel(s) X tFurnish, deliver, move into position, install, and protect X # Main switch for Tenant premises _ X ` ,Sub- panels for Tenant premises X 'Planters - Interior Only X !Temporary power 400 amp. Service W- -... X Fumish, delir,er, move into position, install, and protect X € Distribution of temporary power X 1 -i . Temporary lighting X ( Movable Ropes and Poles Interior power system conduit and conductors X J Embeds for poles famished and installed X i Interior and specialty lighting including without limitation conduit, !conductors, dimmers, fixtures, and lamps X Furnish, deliver, move into position, and protect X ; Equipment disconnects X .._ _. . 1Lockers X 'Underground / underslab conduit X Power to rooftop exhaust fans and HVAC units X Fire Extinguishers and Cabinets for Building X - "Interior heat trace system (if required) X 1 , 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 EEO FOR COMPLIANCE ppROV W OCI 2, ;j 2001 ity Of Tukwila I LDING DIVISION SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA WE SUITE 400 LENEXA. KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913- 307 -5400 9131 WWW.HENDERSONENGINEERS.CC4A PROJECT FOR: rri amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES o w AT estifekt SHOPPING TOWN SO UT H CENTER 633 SouthCenter Drive, King County Tukwila, Washington )(MGM% E k M c _th ) M M F ° aaZTEI aa$ <S mwmci. 8 d i D $1 g g h T5P-M ISSUE INFORMATION: KEY PLAN: �w. SHEET INFORMATION: U) J JUL 1 2 ?r1n7 PROJECT NO.: 223- 383 -05 SCALE: NO SCALE SHEET TITLE: SCOPE OF WORK MATRIX SCREEN AND LENSE CHARTS SHEET NO.: T105 FlXTLIREIDEVICE & LOCATION I FlX/DEV RED RX/DEV I WHITE FIX/DEV BLACK FACTORY PAINT COLOR Sprinkler head escutcheon cover at black acoustical ceilings NOT APPLICABLE BRASS • No Sprinkler head escutcheon cover at painted black gyp board ceilings NOT APPUCAELE BRASS • No Sprinkler head escutcheon cover at white vinyl ceilings NOT APPLICABLE • BRASS No Sprinkler head escutcheon at white acoustical ceilings NOT APPLICABLE • MATCH CUM COLOR O.JSING STANDARD CCLCRS No Sprinkler head escutcheon cover at white and /or light color painted gyp board ceilings NOT APPLICABLE • MATCH 1 CELEG DOLOR OJ5t43 STANDARD No Return air diffuser at black acoustical ceilings 8'-0' OR LOWER BRASS • No Return air diffuser at painted black gyp board ceilings RECESSED 14GI-ER THAN 8'-0' • No Return air diffuser atwhite vinyl ceilings RECESSED • a-J ONE No Return air diffuser at painted white gyp board ceilings • A. •- • No Return air diffuser at light color painted gyp board ceilings 7 • � 1111 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 FOUNTAINS • 6 No Supply air grille at painted white gyp board ceilings 2 • 3 FIXTURE UNITS* THEATRE LEVEL I FIXTURE UNIT m MEZZANINE LEVEL No Supply air grille at light color painted gyp board ceilings • Yes, paint to match adjacent ceiling material color Supply air grille at colored acoustic ceilings • Yes, paint to match adjacent color Access panels at black acoustic ceilings • No Access panels at painted black gyp board ceilings • No Access panels 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 thermostat/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 APPLICABLE BRASS BRASS Lt•R AREAS OR AREAS WITH NO CELNG TIES, PRO.EC•nON BOOTHS E FLM PRA AREAS. PF3sOANT NOT APPUCAELE BRASS BACK 11- EATRES PENDANT NOT APPLICABLE BRASS BRASS JANITOR aOSErs STORAGE ALAS, CONCESSION SLFpgZT lr SEG.IE STORAGE PEDANT NOT APPLICABLE BRASS MATCH CUM COLOR O.JSING STANDARD CCLCRS 0199CES, CONFEREN� ROOM SECUZT? CLOSET, COIN ROOM VAULT AND BREAK RM CONCEALED I NOT APPLICABLE BRASS MATCH 1 CELEG DOLOR OJ5t43 STANDARD TI- •EATE32E CORRECIRS AND VESTRIES OONce.8J. D 8'-0' OR LOWER BRASS MATCH CUING CCLOR USNC STANDARD COLOPS L06BES. RE$'TROOM5, OCCRDORS, BOX OFFICE AN OTI-ER PLELIC AREAS. RECESSED 14GI-ER THAN 8'-0' MATCH CEING MICR 4SSTANDARD MATa -I CMG COLOR STANDARD CCLORS LOSES. RESTROOM5, OORRDORS, BOX OFPIC:E AND OTHH2 PLELIC AREAS. RECESSED 1-1k-ER THAN 8'-0' a-J ONE CI -ROME CON ESSION FIXTURE UNISEX WOMEN MEN FAMILY DRINKING FOUNTAINS (see Section 410.1 of the International Plumbing Code) OTHERS REQUIRED PROVIDED aEulnoaa PROVIDED adinomi PROVIDED -- PROVIDED 1 Service Sink ' A 1 28 30 12 10 2 3 • !7.- 1 • .a A Pk ��j �►wL • �► • A. •- MN= 16 7 8 � 1111 2 LAV DE K (I) ∎���� 8 4 �� DRINKING FOUNTAINS ' 6 6 FIXTURE UNITS * THEATRE LEVEL 0 FIXTURE UNITS 0 MEZZANINE LEVEL SERVICE SINKS 2 4 3 FIXTURE UNITS* THEATRE LEVEL I FIXTURE UNIT m MEZZANINE LEVEL QCn(!) WMCDJ OCCUPANCY WATER CLOSETS (see Section 419.2 of the Intemation I Plumbing Code for urinals) LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAINS (see Section 410.1 of the International Plumbing Code) OTHERS MALE FEMALE Theatres, halls, museums, etc 1 PER 125 1 PER 65 1 PER 200 -- 1 PER 500 1 Service Sink DATE: INFORMATION: 4--21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS TABLE 803,5 ' WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'` • B, E; M,11.-1.; R-4 -t� Rr2. 1: 3 s: • SARI tC 1 . • Verdant exits-and exit passagewaysa, b kick aCcess corrldors acid flthera dtw ys Rooms and eridlcsed spaaesc •. N restrIctxons' NGNSPRINtantiED Vertical exits and exit passagew aYsa b_ .Exit access catridots and otlterexitways 'Howls and enclosed spaces° Na tesixtcnons nor SI :: : 1 inch 254 nark l square foot DD929 u►. a.CLass C interior finish materials shall bepernutted for wainscotting orpainelmg of not more than 1,00(1 sgnarefeetof applied surface area inlhe grade lobby where applied directly to a noncombustdile base or over firming strips applied to a noncombustible base and fireblociced as rep by Section 8(13.4.1, b. In. vertical °sits ofbwldings less thanthreestones in height ofotherthan Gitnrpl 3, Class B inferior finish for nonsprinklered buildings and Class C interior finish for'spnnklered shall be permitted: c Requizementsfor rooms and enclosed spices c hair by based upon spaces enclosed bY partitions. Where a fire-resistance rating is required forstructural elements the enclosing partitions shall extend from the floor to die ceiing. Partitions that do' not comply with this aball be considered enclosing spaces and the roams or spaces on both sides shall be considered one. In determining the applicable rcgnirements for rooms and enclosed spaces; the speeifac occupancy thereof shall be the governing factor Mindless of the group classification of the building or structure d. Lobby areas. in Group A -1 A -2 and A -3 occupancies snail not be less than Class B materials e. Class C interior finish materials shall be permrtfed in places of assembljr' an occupant load of 300 persons or less. f 1?or churches and places of worship ivied used for ornamental pucpvse trus ses, paoeluig or chance] furnisbmg shall be penrrilted g Class B material rs'req+tised where the buildingexteeos two 5tanes ii Class. C interior finish materials shall be a utted in admtnietratrve s ,paces : i. Class•C interior finish materials shall be permitted in rooms With a capacity of four persons or less. 1. Class 13 Materials s)iaii 6e perinitied as'wainscottrug extending trot more. than 48 inches above the Fini floor ur *di access eortidors k: Finish Materials as provided for in other sections of this code. I Appli when the vertical exits,. exit passageways, exit access corndon oir exitways or booms and spaces are protec by a spr s$164 i nstalled in accor- dance.wtth Section 9.0 i. I or x.3.1 .2. s SPRINKLER HEAD CHART 4 FLuABric FIX111RE SCHEDULE I. OCCLPANT LOAD (MAX FIXED SEATS) - 2968 cD 2003 IISC, TABLE 29021 I. TWO LAVATORY BASINS PER PREFABRICATED LAVATORY DECK UNIT 2. CALCULATIONS. MEN WC - (2968/2 / 125) - 12 REQ'D. URINALS • NO REQUJITS LAVS = (2968/2 / 200) - 7 REO'D. wOlvEN WC - (2968/2 / 65) - 23 REQ'D. LAVS - (2968/2 / 200) = 7 REO'D. GAL DRN NG FOLNTANS = 2968/500 = 6 SERVICE SINKS - I n EA. LEVEL. 3. UNISEX (FAMILY) PLUMBING FIXTLRE CALCULATIONS USED N ACCORDANCE WITH IBC 40311. SEE BC TABLE 2902! 4. NO LRNAL FIXTURE MT REQUIREMENTS. PER PC - SLBSTITUTION FOR WATER CLOSETS -4192 N EACH TOILET ROOM, LR1NALS SHALL NOT BE SLBSTiTUED FOR MORE THAN 67% OF THE REQURED WATER CLOSETS. 2003 BC -TABLE 2902.1 AWN tiNBER OF PLUM314G FACLJTIES ' 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 (1MHIEELCHAF LFTS) - NOT USED SECTION 27 AND OPERATING MECHANISME I. Controls and operating mechanisms required to be accessible by Section shall comply with the requirements of [ADAAG 4.27.] 2. Clear floor space complying with LADAAG 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 operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within 48" of the floor, but not lower than 15' if forward approach and within 54 ", but not lower than 9' if side approached Electrical and communication system receptacles on walls shall be mounted no less than 15' above the floor. 4. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds of force. 5. Spaces for vending machines 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 and 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 RANGES. I. The minimum clear width for single wheelchair passage shall be 32 in (815 rr n) at a point and 36 in (915 mm) continuously [ADAAG 4.2.1] 2. The minimum width for two wheelchairs to pass is 60 in (1525 mm) LADAAG 42.2] 3. The minimum space required for a standard wheelchair to make a 180 degree turn is a clear space of 60 in (1525 tarn) diameter. 4. The minimum clear floor or ground space required to accommodate a single stationary wheelchair cad occupant is 30 in by 48 in (760 mm by 1220 mm) f orr forrward or clear floor ]approach ground a object. clear c floor od��bef positioned wheelchairs shall be centered on the element It serves and may be part of the knee space required under some objects. [ADAAG 424.I] 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 on all or part of three sides, additional maneuvering clearances. [ ADAAG 42.4.2] 6. If the clear floor space only allows forward approach to an object, the maximum high forward reach allowed shall be 48 in 0220 m). The minimum low forward reach is 15 in (380 mm). If the hi ti f orw 42,51 reach is over an obstruction, reach and clearances shall comply with GAD 7. if clear floor space allows parallel approach by a person in a wheelchair, the maxmum high side reach allowed shall be 54 In (1370 rrrn) and the low side reach shall be no less than 9 In (230 m) above the floor (fig 6(a) and 60))). If the side reach is over an obstruction, the reach and clearances shall comply with [ADAAG 4.2.6] SECTION 29- STORAGE I. Fixed storage facilities such as cabinets, shelves, closets, And drawers required to be acc essble by 4.1 shall comply with [ ADAAG 425] 2 A clear floor space at least 30 in by 48 in (760 mm by 1220 mm) with [4224 dear floor or ground spate 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 [42.4 clear floor or ground space for wheelchairs] In storage facilities permitting full entry by a wheelchair, and allowing a wheelchair to travel (4,23 wheelchair tuning space] shall be provided within the storage facility. 2 A clear floor space at least 30 in by 48 in (760 mm by 1220 mm) 3. I- -krdware for occessble storage facilities shall comply with 4.27.4 Touch latches and u- shaped pulls are acceptable. [ ADAAG 4.25.4] 4. Janitor rooms and or closets are considered storage rooms and must comply with [ ADAAG 4.25.1]. 5. s considered mechanical storage roan b" fly containing LAUAAG floor sink ) SECTION 30 - DISCLAIMER I. Portions of the following codes= • International Building Code (IBC), • International Fire Code (IFC), • International Pluming Code (IPC) • International Mechanical Code (IMC) • International Electrical Code (IEC) • 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 uphpid n mentioned _ R �, a � rl T kV I LUtJ'L OCT APPROVED 2 � 2ooi OCT 2 2007 City Of Tukwila t t5 IN: SST: 7000000'436/F/USA .Approval.Date: 10/15./200i Print De.tes: /19/2005. Page: 1/2 ARTICLE 1 • PRODUCT NAME PD COMPANY ZI}ENTIF•ICATIOt 1,1 Product Nan K 'ESTAR olou Fx7m5 PRfDIICT T!PB' Calour ghatogi~aph7c' film'(Estax f ls� baseJ COMPOSITION`' ^ :: ' 90 53 Polyethyylene terephtha7.at'e.fi7ia:'base 3.�6. •Photogxaphic:. 2 si1170r 1ialides c' 1 NLisc.el'i additives • WASS E. flIS'P,O&M, titp6401 . 3. 2 Manufacturer /Supplier :EASTMA KODAK . COMPApY; Rochester, ilew Yor'ic iRc inexa t ed wheii coutpliance' with' 1ooa1 4.1 General This product is not expected .to eitase an' I�ea]ti� br safety • hazards when used as:intended: For Small . .mountS1. .Landfill, or dipose' 1r1:- accordance with 1ncai $taste; federal.; regulations, ; a r A •c•ri reg :: T?A1SPOR rnD..SLABEIL REGUt.ATIOISS tot subject to tale regtilatioiis on transport and labelling '04 apply t Yrazax'dous .ctxemi�7- •. su}?Staneas r. 4.? health 7aspetrt5 ESTAR Color Films ate 'oat }lazardqus: to ha'alth • 4:3 Fire J3azard and FtttibguisbJ.ng iSed'fa: dolor Fi. ,piss .tae standard safety f i 1m test " TSO 543 Pbotogz'aphy - .Plioeographic ti;] is ' Specitic .ohs' for . i lm'' Altliaugh pOIyeth3'1ene • terepYatbar1ate fi•1r' base is a eombustxl.1e raterial :.•:it is not easily Iariut ble:. Cvns� derahle' .hating a1 ave ambient :conditions is '.refliiired bef ore. . ignition .anad gonbustzon':car� oceur Tlie n'r ducts' vf' : catltl i at o depend on: the burn5:ng coriditiona • and are likely to iPclucie cal n moiipxid2 .phi des o£ ai t rogerr and Oxides Of sulfur. In the event' of a :fire, :ire . ;slzould:,wear self contained breathing apparatus and protective:clathing Extn Medi4: •Mater S Xriay, .carbon dioxide (CO) , dry cheidioal •' • STORAGE • Store' in :cool;. dry . place':. R • •II"7f'.oRMAPT4,2I QTHER rNPOIiMATI.ON T2ie info contained ,herein i,s furnished witbont Warranty of axsy • ]rind. Users abouid consider these date o nly as a. aupplAtdent to ath'er itfor matson g athered by them crud must task° ' i ndepen etex o • : d complef epess' irifoz?nat o from sci>zree's proper .nos and disposal of these mar erials sad t he safety and' health' of • ei[1ployee . and cus>;orers and t2ie pratectiori' .of .' the ••environment : . • • 70.00000 '• Appr tiira7: 'hat e: • /l$ %2001 ▪ Priilt'..Datee '.ry5: /19'/2UO5 Pag e, 2/2 SEAL: CONSULTANTS: Norton Sc Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Ear. (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE SUITE 400 LEND(A. KS. 65214 -1695 TEL- et3- 3o7 -530o FAX 913 -307 -5400 wWW .NENDERSONENG1NEERS.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 AI stfi SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington i aaaa�aaaa�a�mtn�aW J KEY PLAN: SHEET NO.: ISSUE INFORMATION: SHEET INFORMATION: T106 ; , r LA JI)I_ 1 2 7nm PROJECT NO.: 223- 383 -05 SCALE: NO SCALE SHEET TITLE: GENERAL ACCESSIBILITY NOTES CHARTS AND DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1- 15-07 100% TENANT PLANS NORDSTROM 3 LEVELS 171,275sf RZCEI 4G ESPRESSO BEN • RIDGE ERS BIAGIO MARS 3 LEVELS 169,39Osf GOCPVA IGODKVJ1 SPENCER GIFTS vERIZON WIRELESS MADE IN WASHINGTON PNC cgANK SUI DESIGN ` VEIVENT LEVEL 3 TFE LEVEL JAMBA JUICE THE PICTUIE ■PEOPL: ABERCROMBIE • SEATTLE MARINERS • TEAM SHOP ptJSUC CORRODOR # PACIFIC SNNWEAR 1 Etip =WC THE RARE ROSE CINGULAR L--1 I HaRBREBE TINDER BOX THE TUX SHOP SHIRTZ TO GO GORDON'S JEWELERS JOURNEYS BASKIN ROBBINS KITS CAMERA PIERgING PAGODA BO' E MOTHERHOOD MATERI GAL PAYLESS SMOESOURCE KID'S LOCKER ROOM 2 LEVELS 65,237sf 3 SW'tiWE ex�sTTnds 3 LEVELS 276,468sf JUST SPORTS SHIST E WORKWEAR KING COUNT' LIBRARY SIGNALIZED INTERSECTIO ZN ELA J L ed DE � I � 'N CE COMPLIANCE OR APPROVED OCT 2 2001 City 0f Tukwila ILDING DIVISION J11 1 2 7ln7 LEGEND Li TRAV13. ROUTE - LOADING DOCK TO FREIGHT ELEVATOR SEAL: PROJECT FOR: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 IAA ENGINEERS INCORPORATE D 8325 MUM DRIVE SUITE 400 IENEXA, KS. 66214 -1695 TEL: 913 -307 -5300 FAX: 913-307-5400 MIEN WYA a Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES W A T 3 imc SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington �a`�`����a�°d°aa$ saw pa ° aa 5 2:1 Q a a mr)2aW ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223 - 383 -05 SCALE: 1164'4--0' SHEET TITLE: 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 N \\' •SEATTLE MARINERS • TEAM SMOF Yom:: Amammum n Amami mdiamommaumma. !•• WI I file 1111NEEEEMM1i NORDSTROM 3 LEVELS 171,275sf SUNCOAST PICTUI STS 3 LEVELS 169,390sf SPENCER GIFTS CODIVA GODIVb PNC BANK ' L - pESGN PLEX TI-EATRE TE N ` � 3 _ . TRE LEVEL • . . • • r a • ABERCROMBIE STARBJCKS P'JEUC CGRRDOR TI-15 11X SHOP a : SHIRTZ TO GO TINDER BOX GORDON'S JEWELERS ASKIN 9EINS 0.N C. QUQUE SILVER & OGLE B GATELaSTAND PAYLESS SI4 ESOURCE KID'S LOCKER ROOM 2 LEVELS 65,237sf Yt llSTLE WORKWEAR 3 LEVELS 276,468sf KING COUNTY LIBRARY +a. MEYER JEWEL-92S f:III1II:fi 11111111111 I J 1///////i SIGNALIZED IN T ERSECTIO N c / \ ( REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2.0[I1 City Of Tukwila BUILDING DIVISION . n LA Jl li . 1 2 7(1n7 SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LLC. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fa>: (816) 421 -1956 rn 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: VAWLHENDERSONENGINEERS.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 AI SHOPPING SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington g amma mNo fL�iI�L�,m umm ililgRIMRHIngililg >= ° aa aaaVaaaa1Z coma.u, J 8 Tod KEY PLAN: SHEET TITLE: SHEET NO.: ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/64'1' -0' OVERALL SITE DEVELOPMENT PLAN PARKING LEVEL 2 A002 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 li ar. : -. 'la :�•+ Ealy -i• f iiy. trgrlayyl U W yS I •:*S - y fl-W •_ :.irlr.Yrlw.wwIr ammo • ..41:1- rs:1 ■a. c1:rt•:rt:.•s:. : �� .r� R3•a,- e,. # 11•r'a r.ssii , t1.:D..I..i•.ra•r.- irrifs •r•w.. 1 ■ssrr.. r�'t1�!rlrrrl�l�„��'� � .•1 _ ..- 1.1.w ■■r11f�..r1.■r - ILa 1:S-Rrr y rrfrl.fa ows41wilamma rlw.l ■r ww�� ..^ww>Rw Y.t . .ru- f:i�._f -1, k.:is ■. • s.ir.J r i�.:\ #-31.1.... .. • 2'1:1 a1•a1:■1.x l' • ifiLFL1' ■ #• • w� r- - -, • r i.:l4s•F..�, ■l.tr,.•f�1.�:1.1 s.� #'! #�#,F R • _ � F r � Y�1d:1•w.a'i #' :rY � �■: ly.l ui. 1�{� ®1•�1I • .� '!I ■t _ ;:- ���• -•■�� �� Illlff ■ .1t•rtat•il•1 t•1t•t . W �■1 11 a r�!It iY� ►- !`FrJk■�s3►sas:.. rsr rriii elfiWF. a•a •.••iii- w1 %rll Ticrli•ilTa•r• .11•.x:1- n00∎ISirs=i7 s laa,ra ■ �.�`1.r *� €w ■ HEM "`II' H fh = 1I 1I r1 ■, :1 ME� Yil 1 J! Itled ikatlf swam tR \7t�`I< �-�S • • INEINEIN `�ft11U1R1flIifll n11:681t1. MEW t�1ftlliflflifi111hl I i • Nlttilllltiilll l)�' -` immiciaimmatima I" � iilel i 111111 01W•t2•13•MIFM:C.isohliiiiingrainimumwomaalarng 1 111WEINIMISII 401S D D Q Q ® Q C7 o 0 o a s o ! I 1 1 • � � t3 ®®® 0 0 o a a a 1 I- m 0 0 0 0 00 0 00 NOTE: A. THE INFORMATION ON THIS SHEET IS FOR AMC DEVELOPMENT AND LAYOUT PURPOSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NO I tU OTI- ERWISE. B. ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS is SHELTERS, GENERAL ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, STALUCURB 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 Tl- IR REQUIRED EQUIPMENT, HARDWARE, STRUCTURE SUPPORTS, SHAFT ASSEMBLES ARE RIDER SEPARATE CITY OF TUKWILA BUILDING PERMIT BY LANDLORD AND LANDLORD'S ARCHITECT OF RECORD. 0 REVIEWED FOR 1 CODE COMPLIANCE. APPRO ®CI `�'.r >r --City la ILDIN .... DIVISION • LII>i 1 2 7nm H 0 z mom sii< A■■ in • - .grIn= • - etisI - re• • chte• 2575 - - - nth vs. Slav Ja • • • _ � iEc = •• ,,� Ph 0: ',1.025 504 a1c*i1.92q.O244 `- C 'f "'° ■ . - . 7 tom"" 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 rri ENG INCORPORATED 8325 LENEXA DRIVE SUITE 400 LENEXA. KS. 86214 -1695 TEL: 913 -307 --5300 FAX 913- 307 -5400 WE& VAVYL IENDERSONENG .COM PROJECT FOR: amc Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN SO UTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington !muumuu Q 8 aaaaa Qaaa 03 inMlL111 KEY PLAN: ISSUE INFORMATION: 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 Vv L r\r\ a ED ED: EED CEO D ED E :OD CE EE >E : ■■ ■ ■ ■ ■ ■ ■■■ ■ ■■ r1T 0 FRasair ELEVATOR S _ _up L 1 • 11111111111111 morm O� d : : DOD LED C=0 EED EED TRASH COMPACTOR EED LOADING a n 4 0 Q ED] EED EDD 1 DELI ELJD LED 1/16' -1'-0' LEGEND ■ ■ IN Is ilk TRAVEL ROUTE LOADNG DOCK TO FREIGHT ELEVATOR ENLARGED LOADING DOCK AREA PLAN NOTE: TI-4E INFORMATION ON THIS SI-EET IS FOR AMC DEVELOPMENT AND LAYOUT PURPOSES ONLY AND IS NOT A PART OF TENANT PERMIT, UNLESS NOTED OTI- ERWISE ALL PASSENGER DROPOFF, LOADING ZONES, VALET PARKING AREAS, BUS STOPS E SI- ELTERS, GENERAL & ACCESSIBLE PARKING, ACCESSIBLE SIGNAGE, e STALL/CURB STRIPING ARE !AMR SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND IT'S ARCHITECT OF RECORD DS e A INC. ALL VERTICAL CIRCULATION SYSTEMS INCLUDING ELEVATORS, ESCALATORS E THEIR REQUIRED EQUIPMENT, HARDWARE, STRUCTURE SUPPORTS, SHAFT ASSEMBLIES ARE UNDER SEPARATE CITY OF ROSEVILLE BUILDING PERMIT BY LANDLORD AND IT'S ARCHITECT OF RECORD DS e A NC. REVIEWED FOP, CE CODE. CDMPL APPROV '3C7 2 2'4 City pf �v�a 'LUNG Q \fl 1M B e in e.: n i routman e ist rev Arch�tecct 2575 an Jacinto !#ve., San J tell,. a 9258353 Fire: 951.92512504 Fax 951.92 .02 Ernailt stic@a SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fax: (816) 421 -1956 ENGINEERS INCORPORATE D 8325 LENEXA DRIVE suilE 400 LENEXA. KS. 68214-1695 TEL: 913 -307 -5300 FAX: 913 -307 -5400 VYE� MMAILI-ENDERSOMKIINEERS.0011 PROJECT FOR: amc Copyright 2005 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amc 16 THEATRES W AT SHOPPINGTOWN So UT H CENTER 633 SouthCenter Drive, King County Tukwila, Washington :ego( wzt aa a mmma ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: 1/64'- 1'--0' SHEET TITLE: Fri w g 41 4 akg / JU' 1 2 ?cirri ENLARGED SITE DEVELOPMENT PLAN PARKING LEVEL 1 SHEET NO.: A004 ABBREVIATIONS MECHANICAL SYMBOLS ELECTRICAL SYMBOLS A A AMPERES, AIR (COMPRESSED) A/C AIR CONDMONING ACC AIR COOLED CHILLER ACCU AIR COOLED CONDENSING UNIT AF AMPERE FUSE AFC ABOVE FINISHED CEIUNG AFC! ARC FAULT CIRCUIT INTERRUPTER AFEA AREA FOR EVACUATION ASSISTANCE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT Al ANALOG INPUT ac 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, BLOWDOWN BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BFP BOILER FEED PUMP 81 BINARY INPUT BKR BREAKER BO BINARY OUTPUT BOO BOTTOM OF DUCT BOP BOTTOM OF PIPE BOS BOTTOM OF SINUCTURE BTU BRITISH THERMAL UNIT C c cONDUTf CD CANDELA CT CURRENT TRANSFORMER CAN CABLE TELEVISION SYSTEM CCTV CLOSED CIRCUIT TELEVISION CH CHILLER CFM CUBIC FEET PER MINUTE CKT CIRCUIT CP CONDENSATE PUMP CRAC COMPUTER ROOM AIR CONDONING 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 DN DOWN DPDT DOUBLE -POLE, DOUBLE -THROW DPI DIFFERENTIAL PRESSURE INDICATOR DPST DOUBLE -POLE, SINGLE -THROW OS DOWNSPOUT, DUCT SILENCER DX DIRECT EXPANSION E 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 LILAC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE F FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTHERS /OWNER ECU FAN COIL UNIT FD FLOOR DRAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FHC FIRE HOSE CABINET FL FLOW LINE FLA FULL FIR FLOOR LOAD 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 HTR HEATER VENTILATING UNIT NW HEATING AND R HwP HEATING WATER PUMP I IE INVERT ELEVATION IG ISOLATED GROUND IN WC INCHES OF WATER COLUMN JB, J -BOX JUNCTION BOX K kcmil 1000 CIRCULAR MILS kV KILOVOLT kVA KILOVOLT -AMPS kVAR KILOVOLT -AMPS REACTIVE kW KILOWATT kWH KILOWATT -HOUR L L LOUVER LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB LF LINEAR FEET T LP LOW PRESSURE LRA LOCKED ROTOR AMPS LWB LEAVING WET BULB LWT LF1kVING WATER TEMPERATURE M MAW MASTER ANTENNA TELEVISION SYSTEM MAU MAKE -UP AIR UNIT MAX MAXIMUM MBH 1DD0 BTU PER HOUR MCA MINIMUM CIRCUIT AMPACITY NCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER M D MOTORIZED DAMPER MDP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MG MOTOR GENERATOR MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MSB MAIN SWITCHBOARD MS/TP MASTER SLAVE /TOKEN PASSING - COMMUNICATION TRUNK p�7D MOUNTED MU MAKE-UP N N/A NOT APPLICABLE N/C NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NL NIGHT UGHT N/D NORMALLY OPEN 0 OA OUTSIDE AIR OC ON CENTER ORD OVERFLOW ROOF DRAIN OS OCCUPANCY SENSOR P PCR PUMPED CONDENSATE RETURN PDI PLUMBING DRAINAGE INSTITUTE PDU POWER DISTRIBUTION UNIT PN POST VALVE PNL PANEL PNLBD PANELBOARD P (coNT.) PROVIDE FURNISH AND INSTALL PRV PRESSURE REDUCING VALVE PT POTENTIAL TRANSFORMER KZ PAN, TILT. ZOOM Q QTY QUANTITY R RA RETURN AIR RC ROOM CRITERIA RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REV REVISION RF RETURN FAN RH RELATIVE HUMIDITY, ROOF HOOD RHG REFRIGERANT HOT GAS RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT S SA SUPPLY AIR SD SMOKE DETECTOR SF SQUARE FEET, SUPPLY FAN SPOT SINGLE -POLE, DOUBLE -THROW SPST SINGLE -POLE, SINGLE -THROW SP STATIC PRESSURE, SUMP PUMP SS STAINLESS SILEL., SANITARY SEWER, SOIL STACK ST STEAM TRAP STC SOUND TRANSMISSION CLASS STM STEAM SWBD SWITCHBOARD T TC /C TEMPERATURE CONTROLS CONTRACTOR TDH TOTAL DYNAMIC HEAD TFA TO FLOOR ABOVE T TWIST ocK BELOW )T TEMPERATURE TRANSMITTER MU THROUGH WALL AIR CONDITIONING UNff U U/F UNDERFLOOR U/G UNDERGROUND UH UNIT HEATER U/S UNDERSLAB UL UNDERWRITERS LABORATORIES. INC. UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPT1BLE POWER SUPPLY V V VOLT(S) VAC VOLTS ALTERNATING CURRENT VDC 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/ W--- ITH W/O WITHOUT WB WET BULB WC WATER COLUMN WG 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 - 'r-F— ■ '' ELECTRICAL SERVICE PANELBOARD (SURFACE OR FLUSH MOUNT) 0 = TERMINAL CABINET (SURFACE OR FLUSH MOUNT), TYPE AS NOTED 1--, PLYWOOD TERMINAL BOARD FOR TELEPHONE SYSTEM, UNO. SIZE AS NOTED. 8 -21 -06 $ SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) e 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 SIMPLEX RECEPTACLE - NEMA 5-20R, UNO 8 DUPLEX RECEPTACLE - NEMA 5 -20R, UNO DOUBLE DUPLEX RECEPTACLE - NEMA 5 -20R, UNO HEAVY DUTY RECEPTACLE - NEMA TYPE AS NOTED 4)- TWIST-LOCK TYPE RECEPTACLE RECEPTACLE INSTALLED 6" ABOVE COUNTER OR BACKSPLASH 4 CEILING MOUNTED DUPLEX RECEPTACLE L1] FLOOR MOUNTED DUPLEX RECEPTACLE �,( tip ISOLATED GROUND (DUPLEX RECEPTACLE, SIMILAR FOR OTHERS) EMERGENCY POWER (DUPLEX RECEPTACLE, SIMILAR FOR OTHERS) �}, `If' RECEPTACLE INSTALLED VIA DROP CORD GFCI DOMESTIC COLD WATER (COW) BALL VALVE SCW SOFTENED COLD WATER (SCW) DOMESTIC CONTROL VALVE -- HOT WATER (HW) - -- DOMESTIC HOT WATER RECIRC. (HWR) 140° 140° °) THREE -WAY CONTROL VALVE WA ELECTRICAL DISTRIBUTION PANELBOARD DOMESTIC HOT WATER (140 S SANITARY PIPING FLOOR D4 SHUTOFF VALVE — N..1 - - CHECK VALVE Z1 1:7: I-L I / 4> 2OO ..1 30 ►.� E'S C ® PC g I 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 3/15/1 (200/3/CB) COMBINATION DISCONNECT (SAFETY) SWITCH AND MOTOR STARTER "30/3/15/1 " DENOTES AMPERES /POLE /FUSE /NEMA STARTER SIZ "30/3/15/1" NF= NON -FUSED CB= CIRCUIT BREAKER (30/3/CB/1) 2 MAGNETIC MOTOR STARTER, NEMA SIZE AS NOTED. 3 -POLE, UNO. STARTER L MAGNETIC CONTACTOR, SIZE, COIL VOLTAGE AND NUMBER OF POLES AS INDICATED (L= LIGHTING CONTACTOR, P= POWER CONTACTOR) ( - ) TEMPERATURE SENSOR (REFER TO MECHANICAL) PHOTOCELL INDICATING LIGHT PUSH BUTTON STOP -START PUSH BUTTON CONTROL STATION HAND - OFF -AUTO PUSH BUTTON CONTROL STATION - ABOVE (S) -- - - S - --- -- SANITARY PIPING - BELOW FLOOR (S) t BALANCING VALVE WITH PRESSURE PORTS W WASTE PIPING - ABOVE FLOOR W ( ) - — - W -- -�- - WASTE PIPING - BELOW FLOOR (W) TRIPLE DUTY VALVE WITH PRESSURE PORTS STRAINER { N CWP CONCESSION WASTE PIPING (CWP) GW GREASE WASTE - C I ABOVE FLOOR LOOR GW ( ) --- -- GW — -- WASTE - BELOW FLOOR (GW) STRAINER WITH BLOWOFF RELIEF /SAFETY VALVE ST STORM DRAIN - ABOVE FLOOR (ST) — •-••• ST — — STORM DRAIN - BELOW FLOOR (ST) SOLENOID VALVE p OST OVERFLOW STORM DRAIN -- ABOVE FLOOR (DST) AW WASTE I$ PRESSURE REDUCING VALVE ACID - ABOVE FLOOR (AW) - -AW -- AC ID WASTE - BELOW FLOOR (AW) ( ) - - -- AV - - -- ACID VENT (AV) G AS PRESSURE REGULATOR V VENT PIPING (V) THERMOSTATIC MIXING VALVE PA ID INDIRECT DRAIN (ID) PIPE ANCHOR EJ CD CONDENSATE DRAIN (CD) EXPANSION JOINT T TRAP PRIMER PIPING (T) RECEPTACLE LE I I ER DESIGNATIONS AS FOLLOWS: C = CLOCK HANGER TYPE IG - ISOLATED GROUND E = EMERGENCY POWER GFCI = GROUND FAULT CIRCUIT INTERUPTER = SWITCHED WP = WEATHERPROOF ® ©A POKE THROUGH A =TYPE, SEE SCHEDULE ,I INSTALL AT OUTLET AME ELEVATION AS ADJACENT RECEPTACLE, UNO. OA Y TELE /DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. ra V DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. ' c.. E t ° ^ MULTI-OUTLET SURFACE RACEWAY WITH NEMA 5 -20R CA COMPRESSED AIR (CA) SPRINKLER HEAD (PENDANT) V SPRINKLER HEAD (SIDEWALL) - G NATURAL GAS (G) (10" W.C.) MPG MEDIUM PRESSURE NATURAL GAS (MPG) ) ( 2 PSI) 0 SPRINKLER HEAD (UPRIGHT) . PIPE EED MUSHROOM-TYPE PUSH BUTTON . / OVERHEAD PADDLE FAN FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN GUIDE FOV FUEL OIL VENT X ROOF PIPING SUPPORT NITROGEN (N) F & T TRAP 0 OXYGEN (0) NO NITROUS OXIDE (NO) — I I BUCKET TRAP FIRE ALARM NPW NON POTABLE WATER (NPW) LIQUIFIED PETROLEUM -----15 THERMOSTATIC TRAP BACKFLOW PREVENTER _ n ___ FACP - FIRE ALARM CONTROL PANEL (SURFACE OR RECESSED MOUNTED) MISC ANNUNCIATOR PANEL LPG GAS (LPG) VAC VACUUM (VAC) WS WATER SERVICE (WS) FP FIRE PROTECTION PRESSURE GAUGE THERMOMETER _r 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 F FIRE ALARM PULL STATION S SMOKE DETECTOR, E = ELEVATOR RECALL © DUCT SMOKE DETECTOR (SD=SUPPLY RD=RETURN) SD ( ) H 165 HEAT DETECTOR NUMBER = TEMP RATING, RR = RATE OF RISE, COMB = SMOKE /HEAT I I ID PROJECTED BEAM DETECTOR F5 WATER FLOW ALARM SWITCH (ALARM) GS ( ) GATE SWITCH (SUPERVISORY) D FIRE ALARM STROBE LIGHT ,, 3O MOUNT DEVICE BETWEEN 80 AND 84' TO CENTERLINE OF STROBE ABOVE FINISHED FLOOR. 1= 11 FIRE ALARM SPEAKER -WALL MOUNTED • 0 F FIRE ALARM SPEAKER - CEILING MOUNTED 15, WP FIRE ALARM WALL MOUNTED WEATHER PROOF BELL /STROBE ( FIRE ALARM WALL MOUNTED SPEAKER/STROBE � 30 ABOVE DEVICE FLOOR. 80 AND 84 TO CENTERLINE OF STROBE ©O FIRE ALARM BELL I 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 RECEPTACLES 12" ON CENTER, UNO. Q THERMOSTAT N OR 0 JUNCTION BOX a MULTI - SERVICE FLOOR BOX WITH TELEPHONE, DATA AND POWER OUTLETS A = TYPE, SEE SCHEDULE (((((0 ))))) CEILING MOUNTED OCCUPANCY SENSOR ( x - TYPE) -- Dsx v (FP) HPS HIGH PRESSURE STEAM SUPPLY (HPS) __ -- HPC - - -- HIGH PRESSURE STEAM CONDENSATE HPC ( ) MPS MEDIUM PRESSURE -- ---- -a I I--- UNION -- FLANGE CONNECTION STEAM SUPPLY (MPS) - - -- MPC - - -- MEDIUM PRESSURE STEAM CONDENSATE (MPC) -- ----II ---- -- LPS LOW PRESSURE STEAM SUPPLY LPS (LPS) - - -- LPC - - -- LOW PRESSURE STEAM CONDENSATE (LPC) I HOSE BIBB (HB) ( NONFREEZE WALL HYDRANT (NW) PD CONDENSATE PUMP DISCHARGE (PD) HEATING HOT WATER FLOW SWITCH MANUAL / AUTOMATIC AIR VENT OR VACUUM HWS SUPPLY (HWS) - - -- HWR - - -- HEATING HOT WATER RETURN (HWR) WATER CIRCUITING & WIRING RELIEF VALVE --- II CLEANOUT CW5 C HILLED SUPPLY GWS ( ) - ) - -- CWR -- -- CHILLED WATER RETURN CWR 7 3 5 HOMERUN TO PANELBOARD, ARROWS INDICATE NUMBER OF CIRCUITS, P1 HASH MARKS INDICATE NUMBER OF CONDUCTORS. INFORMATION AT OR ARROWS ARE CIRCUIT NUMBERS AND PANELBOARD. P1 -3,5,7 �1 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 HOT /CHILLED WATER SUPPLY (HCS) -*-^•-- HCR - - -- HOT /CHILLED WATER RETURN (HCR) DIRECTION OF FLOW 0-1 WALL CLEANOUT (WCO) Q FL OOR CLEANOUT (FCO) 0 EXTERIOR CLEANOUT (ECO) —CS CONDENSER WATER SUPPLY (CS) ----CR - - -- CONDENSER WATER RETURN (CR) HEAT PUMP SUPPLY io ELBOW UP — 0 ELBOW DOWN TEE UP HS (HS) ----- HR- -- --- HEAT PUMP RETURN (HR) -FO I ^ RL REFRIGERANT LIQUID (RL) .. TEE DOWN .........-15 ELBOW UP WITH SHUT -OFF VALVE (SOV) ELBOW DOWN WITH SHUT -OFF VALVE (SOV) RD REFRIGERANT DISCHARGE (HOT GAS) (RD) R5 RS REFRIGERANT SUCTION ( ) ( RDB ) RDB REFRIGERANT DISCHARGE BYPASS RV REFRIGERANT VENT _ 5I (RV) Off04V, /,44 /ff EXISTING PIPING TO BE REMOVED —I TEE UP WITH SHUT -OFF VALVE (SOV) TEE WITH SHUT VALVE I DOWN -OFF SOV ( ) WATER HAMMER ARRESTER (WHA) EXISTING PIPING TO REMAIN ® FLOOR SINK (FS), SIZE & TYPE ^ FLOOR DRAIN (FD), SIZE & TYPE (0) ROOF DRAIN (RD), SIZE & TYPE 0 CONDUIT TURNING UP WITH PDI SIZES, (A, B, C, D, & E) (� RECIRCULATION PUMP --0 & CONNECTION POINT OR EQUIPMENT TERMINATION 'C� OD P TERMINATION -TRAP - -e EQUIPMENT OXYGEN OUTLET NITROUS OXIDE OUTLET III GAS COCK d TRAP PRIMER LIGHTING AIR OUTLET A I c I. FLUORESCENT LUMINAIRE: a W SWITCHED BY SWITCH "a" "A" S NITROGEN OUTLET VACUUM OUTLET Ao TRAP PRIMER WITH DISTRIBUTION UNIT 0 (SEE LUMINAIRE SCHEDULE) A = LUMINAIRE TYPE STANDARD MOUNTING HEIGHTS MISCELLANEOUS HVAC EQUIPMENT & DUCTWORK ELECTRICAL ONE —LINE & RISER c (AFF, AFC, UNLESS NOTED OTHERWISE) MECHANICAL MECHANICAL OR FIRE PROTECTION PLAN CALLOUT NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. I SEE SECTIONS 15250 AND 15891 OF THE SPECIFICATIONS FOR DUCTWORK TO RECEIVE INSULATION OR LINER. BDOA SWITCH r1\ 400A DRAWOUT CIRCUIT 3P RATING AS SHOWN 3P BREAKER. RATINGS AS SHOWN. 3 POLE, SECURITY THERMOSTATS (USER ADJUSTABLE) 48" CONTROLS (CENTERLINE) 48" ELECTRICAL p 1 PLUMBING PLAN NOTE CALLOUT ELECTRICAL PLAN NOTE CALLOUT TECHNOLOGY PLAN CALLOUT e CARD READER, 48" AFF TO TOP OF READER Ac ACCESS CONTROLLED DOOR EL ELECTRIC DOOR LOCK KEY PAD, 48" AFF TO TOP OF KEY PAD e MD MOTION DETECTOR a PANIC BUTTON (D= DESK W= WALL F= FLOOR) Ov CLOSED CIRCUIT TELEVISION CCTV (PAN TILT ZOOM) PTZ - - EXISTING DUCTWORK OR EQUIPMENT TO REMAIN y UNO v • -• -� "`" FLUORESCENT LUMINAIRE ON EMERGENCY POWER SOURCE �� LINEAR SLOT DIFFUSER INSULATED FLEXIBLE DUCT (MAX. 5' -O" 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 FRS TYPE AS SHOWN FRS 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" INILRCOM (AFEA ONLY) 36" INTERCOMS 48" PANELS /PANELBOARDS (TOP) 72" PHOTOCELLS 144" RECEPTACLES (CENTERLINE) 18' RECEPTACLES (EXTERIOR) 24' ( RECEPTACLES (GARAGES) 26" IN EQUIPMENT ROOMS 48" REMOTE INDICATING LIGHT (EQUIPMENT ROOMS) 48" REMOTE INDICATING LIGHT (FINISHED AREAS) CEILING SAFEIY SWITCHES 48" STARTERS 48" SWITCHES (BOTTOM) 48" TELEPHONES (PUBLIC) 1 @ 48 ", 1 @ 36" TELEPHONE OUTLETS (CENTERLINE) 18" TELEPHONE TERMINAL BOARD (BOTTOM) 6" TELEVISION OUTLETS 18" PLUMBING EQUIPMENT DESIGNATION FURNISHED AND INSTALLED) (CONTRACTOR REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES I I 225A CIRCUIT BREAKER 225A COMBINATION CIRCUIT 3P RATINGS AS SHOWN, 1 3P BREAKER /STARTER I 3 POLE, UNO NEMA 1 e e e e MIRROR LIGHTS (SEE LUMINAIRE SCHEDULE) C Ot �� .. ELBOW WITH TURNING VANES q a LUMINAIRE CEIUNG / WALL MOUNTED. A = LUMINAIRE TYPE "A" A WALL WASHER LUMINAIRE - ARROW INDICATES DIRECTION. 0� A = LUMINAIRE TYPE "A" A C I WALL MOUNTED LUMINAIRE. A - LUMINAIRE TYPE "A" A EXIT SIGN - CEILING / WALL MOUNTED, ARROWS AS INDICATED. A = LUMINAIRE TYPE "A" (SEE LUMINAIRE SCHEDULE) ( ) i A = EMERGENCY BATTERY PACK LUMINAIRE - CEILING/WALL MOUNTED. ( SEE LUMINAIRE SCHEDULE) _ _ COVE LIGHT A A = LUMINAIRE TYPE "A" (SEE LUMINAIRE SCHEDULE) 1 EQUIPMENT DESIGNATION I (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION m BRANCH DUCT WITH B ELL - MOUTH FITTING & MANUAL VOLUME CONTROL DAMPER �c d (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE RETURN AIR PATH CHASE RETURN OR OUTSIDE AIR DUCT UP F - - --1 TX# TRANSFORMER I+JI Itil TYPE AND RATINGS L - . AS SHOWN DIGrrAL Et Er COMBINATION DIGITAL VOLT METER/ AMMETER PAIIM SIGNALING A UPPER NUMBER INDICATES DETAIL NUMBER LOWER I �J� SIGNAUNG BELL T LV TRANSFORMER SIGNAUNG BUZZER N„ v i I .� RETURN OR OUTSIDE AIR DUCT DOWN I FOR? f FEEDER IDENTIFICATION NUMBER INDICATES SHEET NUMBER REFER TO FEEDER SCHEDULE �l•�� \� EXHAUST AIR DUCT UP GROUND FAULT RELAY . ic EXHAUST AIR DUCT DOWN vSR VOLTAGE SENSING RELAY COMMUNICATIONS TECHNOLOGY ►��_I SUPPLY AIR DUCT UP ST SHUNT TRIP S HORN PROJECTION TYPE 5 SPEAKER 0 VOLUME CONTROL 0 MICROPHONE JACK sc COMBINATION SPEAKER/ O / CLOCK c SYSTEM CLOCK O ELAPSED TIME METER 0 INTERCOM a Ps POWER SUPPLY O 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 FLOOR BOX WITH TELEPHONE, a DATA AND VIDEO OUTLETS. A = VOICE, DATA CABLE COUNT ® SURFACE RACEWAY WITH TURNUP /TURNDOWN ENCLOSED COMMUNICATIONS CABINET DI> F7 FREE STANDING EQUIPMENT RACK AMMETER, RANGE AS SPECIFIED OR REQUIRED T ; I! >1 SUPPLY AIR DUCT D OWN A5 AMMETER SWITCH O O VOLTMETER SWITCH EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 9 / 10" CSD -1 300 CFM VM VOLTMETER, RANGE AS SPECIFIED OR REQUIRED UTILITY METER (AS REQUIRED BY UTILITY) ` �'_ :' = `'•` %' ' "`= - "'. - _ _ ;,_ _ - - y` � :- _ nw.•..:r= - 0_,....pg NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER 24x24 CEG-1 800 CFM � ��' ^ I SIZE, TYPE, CFM OF EXHAUST GRILLE run' ME TER D WATT -HOUR METER MANUAL VOLUME DAMPER WH 15 "D" DENOTES DEMAND REGISTER, "15" DENOTES MINUTES OF DEMAND INTERVAL SQUARE TO ROUND TRANSITION ® RISER DESIGNATION FD FIRE DAMPER QT HUMIDITY SENSOR THERMOSTAT - f� CURRENT TRANSFORMER RATING AS SPECIFIED OR REQUIRED -3E- POTENTIAL TRANSFORMER RATING AS SPECIFIED OR REQUIRED W AMPLIFIER I TELECOMMUNICATIONS ROOM CABLE TRAY TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR O N OUTLET (VIDEO) 4100. ANTENNA OUTLET (VIDEO) • CABLE TV OUTLET (VIDEO) �.1/ SATELLITE DISH FSD FIRE SMOKE DAMPER SD SMOKE DAMPER CO TS CARBON DIOXIDE SENSOR TEMPERATURE SENSOR —II I GROUND CONNECTION GROUND CONNECTION WITH TEST WELL DISTRIBUTION CABLE TRAY NOTE: HUMIDISTAT 4a, GROUND ROD ALL IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. USED ON THE DRAWINGS. WALL SLEEVE aH VD VOLUME DAMPER Bp BACKDRAFT DAMPER O 0 MOTORIZED DAMPER .(} --I -0 o-III LIGHTNING ARRESTER -- .... CONTACT (OPEN OR CLOSED) HORIZONTAL CABLING e - - 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 2 t. I I E COQ APPR 00 2 i City Ofi -Iuiila DILDING DSI0 N Trip HENDERSON di ENGINEERS INCORPORATED I•' 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 6521 4 - 1 595 L r• PROJECT FOR: F3 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 PH 91 3.307.5300 FTC 91 3.307.5400 WWW.HEN0ERSONEN GIN EERS.00M Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT ISSUE INFORMATION: KEY PLAN: SHEET NO.: C Pl. 1 2 7nn7 SHEET INFORMATION: SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington 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 Ss' 0 0 0 0 0 11 RTU 2 "MPG TYP. OF 3 ' P401 RH 0 0 1 v�_. I•- (' 1 M401 1 (850 CFH) P401 GFGI 3"VTR n 2 -1 /2"MPG FFB 1 0 I L SFGI/WP 5 1 -1/2 "G EFGIMP 3"VIK - -- M401 3"VTR (500 CFH) iID e O TFB 7 i. .; / fr ri -1/4 "G 2"MPG <<I 2 "MPG 4 0 0 EXHAUST & INTAKE /5 i MECHANICAL ELECTRICAL SCALE: 1 /1 6 " =1' -0" �-5 3 "VTR 0 3"VTR (TYP.) 0 T 4 PLUMBING ROOF PLAN P401 1 1 /4"MPG 2"MPC 1 1 1 1 1 , ;I (GP R --3 \ \\ \2 vn t o F f J I L ~ (500 CFH) 6 M401 1 /4 "MPG ---I= REFER TO LANDLORD DRAWINGS FOR ROOF DRAINAGE 4 /17 M401 850 CFH) P401 3 "VTR L P1 L`J • 0 I � GENERAL NOTES: 1. 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: O DASHED LINE REPRESENTS WORKING CLEARANCES REQUIRED FOR THE ROOFTOP UNIT. V PROVIDE CURB DUCTWORK SIZED AS REQUIRED BY MANUFACTURER. TRANSITION DUCTWORK WITHIN CURB TO SIZE NOTED ON M201 FOR RTU -2 AND M202 FOR RTU -3. O ROUTE REFRIGERANT PIPING DOWN THROUGH ROOF TO CRU -1. ELECTRICAL ROOF PLAN NOTES: II 30A /2P NEMA 3R DISCONNECT SWITCH, FIELD VERIFY FUSE SIZE WITH EQUIPMENT NAMEPLATE DATA. TYPICAL OF 3. U 1" CONDUIT SLEEVE THROUGH ROOF FOR SATEWTE INTERFACE LINK. SLEEVE SHALL BE A MAXIMUM OF 5' -0" FROM SATEWTE MAST. PROVIDE 180° WEATHERHEAD UTILIZING MINIMUM 6" SWEEPS. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. 5 ROOFTOP UNITS PROVIDED WITH UN- POWERED WEATHERPROOF GFCI TYPE DUPLEX RECEPTACLES. ROUTE CONDUIT UP THROUGH ROOF CURB. WIRE EXHAUST FAN THROUGH GREEN PILOT UGHT 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 UGHT SWITCH, SEE DETAIL S. E501. DOWN TO BEVERAGE MACHINES, SEE SHEET E401 FOR CONTINUATION. TYPICAL OF 4. DOWN TO INTERIOR UNIT IN TELE. COM. ROOM, SEE SHEET E103 FOR CONTINUATION. COOS COMPLIANCE APP OC,I C)2 %1 1:. F. • SEAL: rts: 9 1.923 + 0? aX: 9 1.9 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 B325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS PH 91S.3D7.5300 _ 66214 -1695 EX 91 3.307.5400 WWW.HENDERSONENGINEER5.COM PROJECT FOR: Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: C 16 Tf'IEATRES SHOPP!NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: HENDERSON ENGINEERS INCORPORATED `LA I II �I 1 2 7nn7 SHEET INFORMATION: PROJECT NO.: 223 - 383-05 SCALE: 1/16' • 1' - O• SHEET TITLE: MECHANICAL/ ELECTRICAL/ PLUMBING ROOF PLAN SHEET NO.: Email: U/ MEP2OI C rn DATE: INFORMATION: 1-15-07 100% TENANT PLANS 7-9-07 ELECTRICAL REVISIONS 1 0-1 9-07 DELTA 2 REVISIONS 12-05-07 DELTA 3 REVISIONS Z.ZW•1:17 ( 12 F 17.? 77 I 1 L2171.'77-.12Z7.7 11 • IT F Ii 7 --, . ■•-••• • • • -- • •• "•• • :1114.1 1 ( 14 — V einfimilmalrattrAighltr.1‘ r i 16 RIT - r ( 1 7 J „ - • F- A , L . , ••• \,•\ 77} ... 27 Z777777 77777 27 I. 7 7 .,_7,-,T.r.r.F.Z.,..,2 7'2".122'.77.7=11 .72 7 27 71 --- VP,I. V CAS 1.767M77..ffi ( 19 .z.i1/.1*010,e1+ E.,111,45i.labtrft2111C .th, nizmula 91v1Woir zffIrrimm 4711EFFOMPUIESMINFFEZETPAIMIZIEWIEFFIMILSalERIONMWRIEEMFESEPS9953Ei'llilEgihintileltialillift0067,1414Ltahlradaffildli A / F— 7 20 ) 2 ( 20 A L _ '(2) CO2 FILL - 1 1 ) -1F f 2 2 1 - f Tr , Zr' 71 7JZ17 71111.1 IZIZ 11 7.7.1_27 712711. 77 7.11., 7.1.TZ Z7JV r"-)T I C) ( 23 4 ( 24 ) PLUMBING FLOOR FLOOR PLAN - LEVEL 1 SCALE: 1 /1 6"= 1 '-O" PP\ 1 I 0 ,•• ••, •• Jr i..i '..I I••r 1 11•1 1•• "! R - TA r ri s TA ) .- — - - - — - — - /\ \ 1 \ \ V'•s\\ .1] : 7 - 1 'VC --'•• 27 ( 2 7 ) PLANS SHALL COMPLY WITH 2006 INTERNATIONAL CODES ALSO INCLUDE COMPLIANCE RELATIVE WASHINGTON STATE THE CURRENT AND SHALL WITH ALL AMENDMENTS. [1 4 ( 29 1 \- -F Y ( 29 ) T . InitEElaSEVAPMEEMEFEMEriffartE,EMEIMBSEENT ,I,ERI12--raila,%2BIESEESEIEW.SEFIVIM1477 a a red/ Mg' / Will nli MI I - , CI °- ti IF /1 I REVIEVicrD Ft) CODE COMPLIANCE AP- ' VED 0 COORDINATE WITH FF&E AT THE BEGINNING OF T._ PROJECT. • 11 1 1 4 PLUMBING PLAN NOTES: 0 (2) 2" CONDUITS. STUB IN 6" BELOW FINISHED CEILING WITH TUBE FLARES. 0 (2) 2" CONDUIT FOR CO2 TANKS. PROVIDE WITH LONG SWEEP ELBOWS. 0 (2) 2" CONDUIT TO FLOOR ABOVE. 0 A) HA -- KG) C)f ol cr F,' CORREC DEC 0 5 2007 SEAL: q25i 1 '42 f r:;2 4 ',1•11,3:! 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 Inn HENDERSON LA di ENGINEERS INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 6E1214-16g5 PH 91 3.307.5300 FX 913.307.5400 WWW.NENDERSONENGINEERS,C0M PROJECT FOR: amc Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: arm SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: 16 THEATRES AT KEY PLAN: SHEET NO.: EXP. 11/07/08 SHEET INFORMATION: PROJECT NO.: 22338305 SCALE: 1/16' SHEET TITLE: PLUMBING FLOOR PLAN LEVEL 1 pool 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 F. €: A. #10 EXIT CONC STOR @D L I • on rj AUDITORIUM 42 3381 299 SEATS sae i / • tla EXr: AUDITORIUM *3 13311 220 SEATS t ' 11 �I i I 1J I' i 7) ; l l l 7) j ; fi ,L.,// i i f f f 1-1 L >J r ( ; I1 1 1 !1 w F W Lb ti N 0) T I) 1 I • _ - _ _ . r. 1•_ . -. • ei A. 02 VT. I lse ! 330 I JAN 340 I 1� I- CC 0 0, 0 w 0 s . _ _ _I _ _ - = TN- c : v) I -�11ES §( d i \,13351 ® CS F -- co ' 0) 11! WOMENS €_- r OPS 1 345 I 1 333 I -. .. - r -� 0 0) 0 Cl) w 0 0) r� 7__, I I` A-------4-7:3f�'If"� ^�1i �� _ � - 7 1�r -- l Ji' p�`� i �7 —_ _ 1 _• —.___ [ v�e•Y - ` - �� � - 4- - - -`i F - i A 7 � , -� - : . 3 _- .R 'r -yi .- i k' _ F C i r r . 'L T I y ' II � t . � 1' j L iT j 1 — T _ _j- -fit__ I i 1 - t -- ' - f - --r : _ - _ r- r ` �I -I' I, ° f I-i ) U ,- k �L' , . r i I rill . . ` ,"— I .L �. _ r tv- — ,- ._- __'.f_.. t•i.� 1 ._... -ti -. ->,_ -.I % `: I,,: �-. i 1 1 IA no . - ii I -IA �1 la In Iwo 1 - 0 1.1111 i 1 - j � 0 0 0 Lb 2 -1I 2 "CW 1f' 140' I I P.,222 P202 SEE SHEET P102 FOR CONTINUATION cc- r•) 2 "CW ROTUNDA N) 2 "CW 1 "HWR 1-1/2" 140° P401 (TYPICAL) P P 1/2" 140' 3 /4 "CW frCw+ I 3 4 P202 P202 0 1 /2 "CW VENDING 13211 Lam, ' VEST I CI `,\ A. ill ENT. 3 /4 "CW TFA ' .�, I ��� I 3 1 LOBBY 1 301 I PAM, j 30E1 I= w 0, 0 BTOR 1307E1 3"CW 2 "W 0 n 2 "1 IMB (TP 1) P401 GUEST SERVI I 302 COORIDO R 2 "V TFA ! �._.` 1 = -• L f.r -- � �• =: �_ �.,� - . �i.� _. _.�� � -' ? -: _ .� �..- �:•_ -. -;( _.- . � ff CLO CLO 3o �,I • i PLUMBING FLOOR PLAN - LEVEL 3 WEST HALF co 1 BOX OFFICE • A. 01 EXIT eke P401 4" SANITARY POINT OF CONNECTION TO LANDLORD'S SANITARY SYSTEM. (IN CEILING OF FLOOR BELOW) AUDiTOR1UM *1 29S SEATS 4" GREASE WASTE POINT OF CONNECTION TO LANDLORD'S GREASE WASTE SYSTEM. (IN CEILIN OF FLOOR BELOW) 3"CW MAIN SHUTOFF VALVE ABOVE CEILING co co 0 FFB POINT OF CONNECTION if TO LANDLORD'S DOMESTIC WATER SYSTEM. (IN CEILING OF FLOOR BELOW) PRESSURE GAUGE 2-1/2" MPG POINT OF CONNECTION TO LANDLORD'S SYSTEM (2 PSI WITH A PRESSURE DROP TO 1.5 PSI) PRESSURE DROP TO 1.5 PSI LANDLORD'S DEVELOPED LENGTH = 225' AMC'S DEVELOPED LENGTH = 525' TOTAL CONNECTED LENGTH = 750' TOTAL CONNECTED LOAD = 2899 CFH L FIRE PROTECTION PLAN NOTES: 0 PROVIDE A SIDEWALL SPRINKLER WITHIN (2) FEET OF THE HYDRAUUC ELEVATOR PIT FLOOR WITH A DEDICATED, SUPERVISED CONTROL VALVE AS REQUIRED PER NFPA 13 (2002) SECTION 8.14.5.1. PLUMBING PLAN NOTES: CD PLUMBING PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. 0 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. FIRE PROTECTION COORDINATION: FIRE PROTECTION PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND PLUMBING PIPING TO MAINTAIN CEIUNG HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. REVIEWED FOR 1 CODE COMPLIANCE \ APPROVED OCT 7, Vi ---- Cit -----7- 1 °f tukwila \ SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: p6) 421-4232 Far: 816) 421-1956 TrilHENDER.SON JENGINEE RS INCORPORATED PH 91S-307.53On FX 913.307.540U PROJECT FOR: Copffight 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington EXP. 11/07/08 ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: VIP 111 TwO SHEET TITLE: PLUMBING FLOOR PLAN LEVEL 3 IWEST HALF) SHEET NO.: P101 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 Ph •ne• 9 1.925 r 04 .x:9'€.9 024-1 ail: L L:I • S AUDITORIUM #12 13561 104 SEATS 1\ /I\ /I i i I �" ice" - - -- - - - - -- - - -- " AUDITORIUM #13 13551 144 SEATS \ rI\ r1 I � I I ! r \I/ AUDITORIUM 414 13631 170 SEATS AUDITORIUM #15 13671 144 SEATS K - -� - I\ /I\ /I 1 I I I I Ir \I/ \1 I\ /I\ / I I AUDITORIUM #16 1 371 104 SEATS _Jiff E -----iLi : L_U. --ir 1 t r _. j____ ____:.;: AUDITORIUM 411 135'0 220 SEATS A. #11 EXIT 1 0 1 % r` .J ._ � AUDITORIUM MO 1346 299 SEATS A. #10 EXIT 1 349 1 1 339 1 A. #2 EXIT (2) 2" CONDUITS w Cr) • P r --- rte_ .; -- mo t 17 ri L r p _." -. -- �- -- r . ; r - ,.. r._.i .I __'. , �,, n ��._.��.. F . r-_ _ .. .._ ,,; '1 --t k �; t'p .4 I`-. 1 1 w R R ( 1 �'r ' , ri r_ E I H • P_ I 5 I' .•• - I • r--- — 1 X 11 i� I � .� 1 : " . ' ,T � I•I L i I Y ID I I I H" I I i 1 i 1i I 1 T F A. 412 ENT. 1 5•5 1 INN U 1 342 1 CONC STOR 1 342 1 CONC STOR I • X16 001 PI PO PIM PM OW Mi PO NV OW NO ifs �VP 1 v -_ ■ - rco I r E 8- AN7TARY_1_::,: l .. POINT OF C TO LANDLORD'S SANITARY SYSTEM. (IN CEILING OF FLOOR BELOW) • ; A, #1O ENT. 1 347 I 6'6 LEA ppp� L 1 0 E. SECURE STORAGE I - 344 I c • WOMENS 13531 j 0 0 0 0 I 11; ( 1" 140° 2-1/2"CW r� VE::1° #1 \ 104e I 1 STOR I345AI ■I 1011 k-1 y a. 1 /2"HW ins— U P201 P201 1 (TYPICAL) 2 "CW 0 I O W r y — I I �: I ' P201 P201 1/2"CW ROTUND A [ riso I FP STOR. 1 375 1 3 /4 "CW TFA 3 /4 "CW P203 P203 1/2" 140° I , I K __ 7 I\ /I 1 1"HWR 1-1/2" 140' SEE SHEET P101 FOR CONTINUATION \IF LIMB) (TP -1) P401 P201 1/2"HWR 4 "S FFA 1" 140' TFA 1- 1 /2 "CW TFA VENDING 1 361 a ) 6 MENS 1 373 1 LOBBY 1 301 FCO) PLUMBING FLOOR PLAN — LEVEL 3 EAST HALF SCALE: 1 /8 " =1' -O" 2 "V TFA f L 1 ru T 1 \ um Air COORIDOR • • ett to tl e-D FIRE PROTECTION PLAN NOTES: O FIRE PROTECTION LINES FOR AMC PROVIDED BY THE LANDLORD. 0 8" FIRE STUB-IN PROVIDED BY LANDLORD. PROVIDE SUPERVISED CONTROL VALVE AND WATERFLOW ALARM SWITCH. ® FIRE PROTECTION SUPPLY FOR FIRST FLOOR. • FIRE PROTECTION MAIN UP TO SERVE PROJECTION LEVEL. PLUMBING PLAN NOTES: • PLUMBING PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, UGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. 0 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. FIRE PROTECTION COORDINATION: FIRE PROTECTION PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, UGHT FIXTURES AND PLUMBING PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. REVIEWED FOR CODE COMPLIANCE. APPROVE Copyright 2008 - AMC REALTf, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 [3 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 IIIIENGINEERS Elm= INCORPORATED 8325 LENEXA DRIVE, SUITE 400 LENExA, KANSAS 5521 4- 1 695 RH 913.307.5300 FX 913.307.5400 PROJECT FOR: PROJECT NAME: afro 16 THEATRES KEY PLAN: SHEET NO.: Westflea SHOPPINGTOWN SOUTH CENTER 633 SoLrthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: SHEET INFORMATION: PROJECT NO.: 223483-05 SHEET TITLE: PLUMBING FLOOR PLAN - LEVEL 3 [EAST HALF) P102 DATE: rTok 4 -21 -05 TAT -�l1 � - � Touvol hI r l FEASIBILITY FLOOR PLAN - warn [ 30% TENANT PLANS 6-7-06 a r �T� jj __I fl! MI 111111.1110 r� _. jT fl{ i mit------0,--m7m o vimitiramoirtwoo•—• 100% TENANT PLANS . � ; ii �r11i` b u 6 1 "_--. i %I , Tamil �I�_�- - _I J� as !, ,A h .. 1 j; - r I P t•= _ a._ _ . ir F � ` - I � = I_.., -�xL_1- _ h I ,__ _ a l `r IO � t � a l< jj Itrair I, \I/ 1; - __s___y 1=1I■1 \I • If te anns wlrrIMI ' Ir 'I, - - M .I __ v \I �/ NOM 1 f Vi o . �*� 1 ,41% 45 I! AUDITORIUM 144 0 I- I 326 I SEATS DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TEN ANT PLANS 7-18-06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS I I I I i I ,I DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4-05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TEN ANT PLANS 7-18-06 75% TENANT PLANS 8- 21--06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS F � .- e.ST.zn v� .M. � - 4,.— . : - _ � _ ='�� .. _. _... Y' -�� r�.• t .i. -.-r __ _.... r ._.... _ . :- a F L. f .7) )— AUDITORIUM 42 COM 299 SEATS PROJECTION ION BOOTH 1' I AUDITORIUM 43 13311 220 SEATS •0M•1 I — I 1 i t h �J+: ' a i l I -_, i I ( ' / 7 ' , , ,, 1 ;G ) `a % 1 i I • ` �. `i ' 1 ' '1 \11 ` il`. I • 1� 1 _ �.- , ,- - ,.�.�, ...�, -- ._ - it II - � - - p ` • 1 + J ( I I I1 L �r t s 1 ■• FILM PREP r PROJECTION BOOTH 3'VTR & 3'V FFB I I iL 1 420 1 3" VTR &1 3'V FFB PROJECTION BOOTH 422 1 -1 /4 "G! FFA & TFB FMS t IE\/ PROJECTION ION F BOOT, 1 416' L4CTRICAL 1 —7 1/ 1 I 1 1 1 I 415 HALL I 401I ( 4 "4 EXHAUST " & INTAKE FFB DIR SEE SHEET P104 FOR CONTINUATION IJ! I— I� OFFI 1 404 I I40$j 3 /4 "CW FFB 1 I I --a �t l op & 3"1/ FFB STAIR 1 '' r LJI a I J IY I I I M 1 1 1 1 OPEN \ TO BELOW 4 "0 EXHAUST & INTAKE TFA SUPPORT I 436 •! I • ) .17 1 11? rT ( T 3 "VTR & 2'V FFB AUDITORIUM 44 13291 104 SEATS a AUDITORIUM X15 13201 170 SEATS / I \ r. I I I Ir \1I \I • PLUMBING FLOOR PLAN - LEVEL 4 WEST HALF SCALE: 1 /8 " =1' -0" 3 /4 "CW 3/4"ID FFA & I— 3 /4 "NPW WA >; II FOR RH I, J r• - ( _ -I- I LT JJ . -i- �._, J_L.1.1. J_ ,._l_J_ i 1 !U PROJECTION BOOTH 1411 _.._ •I PIMA AF •••• .... �A ••• ' • 14 I1— \ \ ` \_ 3/4"CW I F13 I AUDITORIUM 41 r304 I 299 SEATS — _ IMMI• =mar PROJECTION BOOTH N • FIRE PROTECTION PLAN NOTES: 0 PROVIDE AUTOMATIC SPRINKLER SYSTEM FOR THEATER AND BEHIND SCREEN MASKING. SPRINKLER PIPING SHALL NOT PENENTRATE AUDITORIUM WALL MORE THAN 4 TIMES. TOP OF ELEVATOR HOISTWAY NOT REQUIRED TO BE SPRINKLERED PER NFPA 13 (2002) SECTION 8.14.5.4. PLUMBING PLAN NOTES: 0 PLUMBING PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. 0 COORDINATE PIPE ROLMNG AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. REVIEVVE CODE, COMPLIANCE APPROVED FIRE PROTECTION COORDINATION: FIRE PROTECTION PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND PLUMBING PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. 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 Fri HENDERSON LI _ENGINEER_S INCORPORATED S325 LENEXA DRIVE, SUITE 400 FH 913.307.530o FX 913.W:17.5400 PROJECT FOR: Copright 2006 - MAC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: amo 16 THEATRES SHOPPINGTOWN SOUTHCENTER 633 SotrthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: PROJECT NO.: 223-383-05 SHEET TITLE: PLUMBING FLOOR PLAN - LEVEL 4 IWEST HALF) SHEET NO.: P103 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 It a --- -- - I\ /I\ /1 I I I "� I 0 AUDITORIUM #12 13561 104 SEATS AUDITORIUM #13 13591 144 SEATS --•mot y i• • AUDITORIUM #15 L3671 144 SEATS AUDITORIUM 416 L371 I 104 SEATS Pl —mss : -__�; ___ 11 Ir r !L L- • • .�____�R��Til���• -F BOOT 1 430 I fi I f � I L_If' AUDITORIUM *11 13511 220 SEATS I AUDITORIUM *10 (3481 299 SEATS II 1, I i 1..., \ \ - -- - - I\ / I\ ' I -I / \If 11 1 fti FI 1 ( it /117 jr; 4141 L r ! ! ; S• =' �b #', 4 k L ° i t9 t� fi �� C ' 1 fir, TELE COM 1 434 I 1 6 1 f LL _,.. - ' PROJECTION IO, BOOTH 1 423 I I f •• PROJECTION BOOTH FILM PREP I 427 I 1 PROJECT;: ON BOOTH ELECTRICAL I 4261 ,_ ,, i,--, ,__,_._.„,.,,,D,C..7 [y' . � „F �' k; _- -.. a!': ". n , ... _. r ._r,'_ .. _t.� _L,•— —� ._ x•-� i —_ E I I i �� I r� �=-� p ti i i ii i 5 0 6_._. _ l lr .4 9 11 .� Ii I' HALL 3 /4 "CW TEA 3 FOR ( RH 3 "VTR & 3"V FEB U N, ' l is L 402 1 OFFI L404 I IT- PROJECTION SO TH I PROJECTION BOOTH SUPPORT 1 435 I 1 432 7 SEE SHEET P103 FOR CONTINUATION T r 1 J / / / / I / I I OPEN TO BELOW 0 • ' a - a IiI) mat !1I I!1 �!1 1111 !I!IJ lID r ! NJ •kjil i r / O U r a r x o I a _' i �* i, Ei id 1 U 1 U1 0, ii b NI U1 1 1 U1 U MI PI PI UI PI a 4 425J (1-\ ' P202 P202 3 "VTR & 3'V FFB O 1 r LOSET V • 0 0 UNISEX' 409 4 4 4 VAULT 1 406 I 1 COUNTIN a 1 406 I F 17=7 t C PLUMBING FLOOR PLAN - LEVEL 4 EAST HALF SCALE: 1/8"= 1 '--0" � I L 3 /4 "CW .r WI. • • • AUDITORIUM t-tS=.. 999 SEATS ■ PROJECTION BOOTH L433 co2 FIRE PROTECTION PLAN NOTES: .0 PROVIDE AUTOMATIC SPRINKLER SYSTEM FOR THEATER AND BEHIND SCREEN MASKING. 0 SPRINKLER PIPING SHALL NOT PENENTRATE AUDITORIUM WALL MORE THAN 4 TIMES. ® FIRE PROTECTION SUPPLY MAIN FOR SECOND FLOOR. PLUMBING PLAN NOTES: 0 PLUMBING PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND FIRE PROTECTION PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. 0 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. FIRE PROTECTION COORDINATION: FIRE PROTECTION PIPING MUST BE COORDINATED WITH DUCTWORK, ELECTRICAL CONDUIT, LIGHT FIXTURES AND PLUMBING PIPING TO MAINTAIN CEILING HEIGHTS AS SHOWN ON ARCHITECTURAL DRAWINGS. REVIEWED FOP, CODE COMPLIANCE APPROVED City Of Tukwila 16 THEATRES • 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 IIIHENDERSON IlLiENGINEERS MIME INCORPORATED 8325 LENEXA DRIVE, SUITE 400 PH 91 3.307.5300 FX 91 3.307.5400 PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: ISSUE INFORMATION: KEY PLAN: SHEET INFORMATION: SHEET NO.: P104 SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington PROJECT NO.: 223-383-05 SCALE: VIP I 1 SHEET TITLE: PLUMBING FLOOR PLAN le LEVEL 4 MAST 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 —1 5-07 100% TENANT PLANS 575 9 F. F ' 4" STACK FII IING 3" (FD - 3"W3"W— C) 7:4 A. 1.10 EKE, Li 4" STACK FITTING WOMENS 1 36E 1 CLOSET n' 0 4" STACK FITTING WASTE & VENT ENLARGED PLAN SCALE: 1/4"1 '-0" L. V EST *10 r 346 1 CORRIDOR 354 I r• - 7 7 L i f 5 ' "D" P401 ( TYPICAL) (p-D 2"CW HEADER \_ ' 1 /2"T 1 11 LL ) • • WOMENS Li 2- 1 /2"CW HEADER 2 1 /2"CW 347 1 A. 4 110 ENT. 1 /2"HWR fl • DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4"= 1 '-0" CORRIDOR I 354 1 [346 I 17 / 1_._._... VEST 1110----.< 5 — 4"5 CORRIDOR 1 354 I (rft)1 DF- (DF-2) MEN I 373 I 2"V I 2"V (_wco) ( L-1) 4"5 STOR. II 1375AI LJ CLOSET cfp 3 " 2 " "cv 3" (FD-1) 4"S ---S cuR-D I (UR-1) (TA(6) (UR-2 (yR UR-1 WCO I CNI 4"S r ----Ige----31V FD- (FCC) 3" a-2"W (FD — 2FF 2"W F IV (wccd Is 3( 1, VENT ENLARGED PLAN VI J LJ 4" STACK FITTING 4"S TFB 4" STACK FITTING CORRIDOR I 364 I (DF- 7 'INLI ( 1) @F-2 1--1" 141Y 2- 1 /2"CW- 1 /2"HWR 3/4" 140' & 3/4"CW VENT 376 1 STOR. 1376AI fr L-1) 1 r i L P401 JAN 9) 1 /2"T FENS . 1 3/4" 1 40° & .1 4/4 CW I 373 I • \ 1/2" DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4"= 1 '-0" PLUMBING PLAN NOTES: 0 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. @R -2) k IT 1/2" 140° -4-4/-2 FAtiAiLv r 374 1 I UR-1 3.0 "C" HEADER 2-1 /2"CW Crp -2) (TYPICAL) WHA) P401 (TYPICAL) HEADER 2-1 /2"CW ---a-CfrE-CisTO FOR CODE COMPLIANCE APPROVE ocl ), 200 BUILDIN D ION CONSULTANTS: Norton & Schmidt, ...", Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: 016) 421-4232 Fat (816) 421-1956 Fri HENDERSON ENGINEERS NM= INCORPORATED •:• ... ........................... ..... ..... .... ... . ....... . t, . . . .... ......... •• • ••-•••- .. ......... ............... •"...•••" •-•••• • '" ....... ...... . .. .............. ........ ..... .. ....... -=.313=== ..... .......... - ........ .. .. ...... ... 1_._ ....... ...... . . : ...... .... . ... .. . . .. .. ..... ...... 2 . .......... . ......... ................. ................... .... ...... . . . .................. . ..... ....... ..... ......... _ ... _ ...... _ ..... - ne: ri t b e Ph 1.925 04 eX: 9 • 1.9 0244 1: 11t/gS 15I 3 2B LENIDCA DRIVE, SUITE 400 LENEXA, KANSAS 662 1 4-1 695 PH 913.307.5300 F 913.307.5400 WWW.HENDERS0NENGINEER5.00H PROJECT FOR: Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES I ; ddl AT SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET NO.: C C ISSUE INFORMATION: L I! 2 71101 , SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED PLANS P201 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 FCC 2"V 4" STACK FITTING CLOSET 1 407 Th t f i I ., 1 404 1 OFFICE RE: SHEET P101 4" STACK FITTING CD O f WASTE & VENT ENLARGED PLAN SCALE: 1 /4"= 1 '-0" VAULT 1 4061 L WASTE & VENT ENLARGED PLAN SCALE: 1/4"=1'-0" I 335 I —S CORRIDOPI FM I—. C ) , 0 0 "D" A. 42 ENT. 1 238 1 - "B" -----— X– =4 (TYPICAL) WHA • 7 L. 0 JAN 1 410 I CLOSET 1/2"T I 407 I "CW I 2 1/2"CW HEADER lr OFFICE 1 404 1 r L t1 II L_ --J [DO El L L i DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4" 1 '-0" VAULT 1 406 1 RE: SHEET P104 COUNTINe't LD I 4075 I " 140 FFB WOMENS 1 333 1 1 /2"HWR 1 FFB 1-1/4"CW n RE: SHEET P104 DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4"= 1 '-0" 0 V ST t2 CORRIDOR 1 334 L. (DF-) (y-2) 0E-0 7 1_2_1 2 2"W TFB 4"GW CORRIDOR I 334 2"W TFB STOR 1307Et 3" TFA— N1/4.0 1- / STOR 1307A1 2"W 3"1/ MENS I 309 I FAMILY I 308 I —4"S 3" 0 [\\, (FD— 2" (FD- C-2-w '— (72AIET j WASTE & VENT ENLARGED PLAN SCALE: 1 /4"= 1 '--0" A. 01 ENT. I 305 1 2"W TFB 4"S—S 2"W TFB 4"S TFB 3"W TFB 4" STACK FITTING RE: SHEET P101 3"W TFB S 1/QW 140 F-2) (DF-1) (Dr-D r-2 / JAN 1 307 I I 111211 J er" I i I ( P401 1 /2"T 01, OD FAMILY 1/2" 140 2 1/2"CW 308 I CES 3/4" 140° & 3/4"CWc,„ 1 Id L CORRIDOR I 334 1 1 I I I — T I /2"HWR 3/ 4''CW STOR 130731 4 STOR 1307A1 • Im2br I LI I 1 306 I 3/4" 140 & — 3/4"CW MEM 1 /2"T 309 I CLOSPI ; 1309A1 Cwc—D (UR-1) PLUMBING PLAN NOTES: 0 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. A. 41 ENT. 1 305 I DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4"= 1 '--0" 2-1/2"CW HEADER 1C ( 5 P401 (TYPICAL) Re\iievle cope COW:A.30CE APPRO C‘C- 9, 101 • 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 .11111HENDERSON 111 11 INC ORPORATED 8325 LENIA DRIVE, SUITE 400 LEN ExA, KANSAS 6 52 1 4-1 595 PH 9 1 3.3E17.5300 g 3.3E17-5400 WWW.HENDERSI3NENUINEERS.COM cli PROJECT FOR: Copyright 2006 — AMC REALTY. INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: M 16 THEATRES AT MO SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: SHEET NO.: JUL 1 2 1097 SHEET INFORMATION: PROJECT NO.: 223-383-05 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED PLANS P202 I% % o % 4-21-05 FEASIBILITY FLOOR PLAN 5-4-05 FEASIBILITY FLOOR PLAN 5-1-06 30% TENANT PLANS % %% % 7-1 8-06 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 7-1 8-06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1-15-07 100% TENANT PLANS 4"GW RE: SHEET II P101—\ - I A 1. • • i 3"CWP 4"CWP L 0- tf) _..4-Gw-1— . 1 , / (II 1 1 P401 HIGH EVEL ALARM JAN I 8401 6-- JAN , I 2"SPD DISCHARGE TO HUB DRAIN WITH AIR GAP eL PER CODE o fl OPS I S461 117 I I 4"g3 EXHAUST & INTAKE TFA EQUIPMENT PAD 1-1/4"G FFA ; ". • ••• "-•.• II L 2'V •■■•• •••••••••••■•• 4"CWP- 1/2" 2"CWP 2"V 0 1 (DCV) MOUNT AT 48" A.F.F. RE: SHEET P101—V 3/4"CW P401 t 111111111111111111111111111111111111111111 1■1. F FD-2) 2" 4"CWP— TD ) 1 7' g.7: ? .1.111 1-tf - '11;t 1 ft 1 ; j f, ...1 I 1 2 PULL BOX (TYPICAL) —\ ••••••••••••••••••• KI01110•11011••••••••••••1 11 MMMMMMMMMM REMEM•1111 MINKRE IL ..• MIN! 111.111111•111111/11•I 111•••••••••1111 Bar s, :41••••••••••••••11EC. ••••••••1111111111MAIONI ••••••••,11 MMMMM KEES' MI NENE MMMMM I TD ) 3"V 4"CWP ••••••••••• IR•••••••••:ranem ••••••••••11::N ••••oal•staillI••1•7••1 1111:••Edal•91•••11 mintgounksislint H+± sr 1"HWR i t 4111111111•••••••••••CK MEW LIIMM1•11•111111111MWEI •EM.= L •••■• 9 •1•••NMEMIJ. CONCESSION SUPPORT innumeriELV — S4S •••••••••••1•11111•1110' L•1•11•••11111111111111111•11 IIIMMIUMER MMMMMMMMM 11:11: iss,5 —4''CWP— — 3"CWP TYPICAL 111111111111:is 'w 00 0 0 00 1 1/2" 140' 0 ? (FD-2) 2" f EN ECEEMBENAKIMII OH 1"" Iffimmiroomiumm::: 1..... MMMMMM 11•••••••• IIIMINENII•l•1•11••1•1 I I .41 an e 2 e 1 I If 11 , - 1; , t. 1 0 ; t; 0 . 11 ,j r -- ( TD) 11 11 11 1111 II 11111 III 11 11111 1111 H 11 II 1111 II III 111 II IF fr 11 • 1 1 ' 17:"••• . . • . 1 I I • , • , 7-7= ; _ d . j•q.- II 11 II Iii WASTE & VENT ENLARGED PLAN SCALE: 1 /4"= 1 '-0" '7, mutton ditutimit. 131iiituitillt I L. .; 00 0 0 EL trou u0 4"CWP 11.111 IL IF CONCESNOF II 11 FII — 4"CWP- 401 CONCEBBiON I S41 I 2'V RE: SHEET P101 (CFC0) (TYPICAL) P 4"CWP— TD) 3/4"CW fl DOMESTIC WATER ENLARGED PLAN SCALE: 1 /4"=1 '—O" L 3"V TFA F N) TD 0— '7 III If 0_ I ) MMMMMM f•••••••• 11111211.111 NEW I sauna.. 111•11111 ••55 1••••• MMMMMMM 1•1■•11:11 1•••••••••••••••••• .•••• ••s ••••••• 2"CW -WMERNMENSENEWIMErk ES. MEM: MMMMMMMMM =MESE:WSW •1111•WIIIMIP11••••••• -01•11•2••••••••••••••• (TD fl P ( 4"CWP— — ■11111111 I II 111 110s.s,11 .::I 1E11111111111111111111111111 11111 Its I I • 1 1 1 i , ! , I s i '....i I 4 .„ li I 1 1 0 01 -' 00 t—F r F.i' ',,.. t" \i — WIIE•1••••••••••••• • 11•2 MMMMMM •••••••Wi: .111•141••••1111•••••••• im• •••••••1111 •11•1•11•••••• MMMMMMMM ••••• •••••■ •••••••••••••111•1111.•1 I u1.11111111:11l1Ill• • WM IIIKIIIIIIIIMMAIIIIMINIIMI 1110100IMAIIM:Wirn ••••••••••••• • moitanamorgavirmi IIR•••••mm1111111•11 t••••••••11111WEIN•1 I I lax•Eamw•••••• 11••••••••••••••• I PIBM•••••1•. assill• 11:: ta•■•••••••5••••••115 -111111•11•WillWarm• N■••••••••••••••lalls lafill121•11WWir.W1 IIMIIIIMISIONERWR• I Ram.•••••••=111 NEER MMMMM •111111•••• w ••••••••• • EWE .. nuaworez , • It 1 1_ t I? is : L i I III ld7 a.. - Nil l- + amikilli J i ' ' . i ; UMINIIININI I PROVIDE (4) THREADED 3/4" CW, FULL PORT BALL VALVE AND BACKFLOW PREVENTER 48" A.F.F. CAP FOR FINAL CONNECTION TO SODA UNIT BY SODA PURVEYOR WITH FDA APPROVED PLASTIC TUBING (TYPICAL) 00 3"V % U P401 8" BEVERAGE CONDUIT (TYPICAL) (=P 1•11•••7 MMMMMM MEMIN: REMMEMEZ l•111111.11•1111111111111111111111 ••••••••••11111••11111161 MB :•••••1•1 51 a:BEEMAN ENEMEREMB MMMMMMM st•••••••••••••••••• • (FCC) O V.VEMWMAKEllilinntiOrina. ENE 11111111.11■1' 1111MIIMM1 MMMMMMMM I WN•••••••1. •1111•11•.•••••.1 MMMMMM 2" (F D-2) 0_ (TYPICAL) RPZ) 00 CONCE:i8V:g;': CTD) ) 1 sn PULL BOX (TYPICAL) I 4"S Li 4"CWP 4"CWP 3"CWP TYPICAL C TD RE: SHEET P102 (2) 2" CONDUIT FOR CO2 TANKS hir ....., 11:1111111111111111111:3111111111111111 • • _• • • • • LI ij ,1 1471111M. 3/4"CW RE: SHEET P102 SECURE STORAGE 344 N, MOUNT AT (DCV ) 48 A.F.F. (TYPICAL) 1111 1/2" 140' _,-----" STOR PLUMBING PLAN NOTES: 0 COMBINATION WASTE AND VENT SYSTEM. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN CLEARANCES PER NEC. APPROVE OC,I 2, :\ 21101 City Of Tuiwila BUILDING D ED is' ,ars JC re Int ch te nto 0: 9 1.925 04 ax: 9 1.9 0244 53:1 Jno.a SEAL: CONSULTANTS: Norton 8c Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421-4232 Fax: (816) 421-1956 Tr; HENDERSON 4J ENGINEERS 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 66214-165 PH 913.307.5300 FX 13.3E17.54E1E1 WWW.FIENDERS ON EN GINIERS .00 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 estfleki SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: ISSUE INFORMATION: JO._ 1 2 ?Pn7 SHEET INFORMATION: PROJECT NO.: 22338305 SCALE: AS SHOWN SHEET TITLE: PLUMBING ENLARGED PLANS SHEET NO.: P2O3 PLUMBING FIXTURE SCHEDULE FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. IMAGE SYMBOL MANUFACTURER /MODEL ; ItA j ;i: L 414 3 • 1 •"j" OV, UPRIGHT CONCESSION FLOOR CLEANOUT: BLUCHER -JOSAM # 52140 -SC, STAINLESS STEEL FLOOR CFCQ HYDRANT, INTEGRAL VACUUM BREAKER, QUARTER -TURN ?T? HANDLE KEY, 3/4" THREADED HOSE CONNECTION, ADJUSTABLE WALL CLAMP AND STAINLESS STEEL BOX AND COVER. CLEANOUT WITH FLASHING FLANGE AND ADJUSTABLE TOP. PROVIDE WITH STAINLESS STEEL SOLID COVER. UPRIGHT ROOF NON- FREEZE POST HYDRANT: MAPA PRODUCTS #MPH -24FP FREEZE PROOF POST DOUBLE CHECK VALVE BACKFLOW PREVENTER: WATTS # 007QT --S, CAST BRONZE BODY, ( DCV PROJECTION AREAS QUARTER TURN TEST COCKS, QUARTER TURN BALL VALVES, AND STRAINER. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. N/A BRASS REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS # SS009M3QT -S, 3/4 ", CAST 316 DRINKING FOUNTAIN: HAWS # 1001 MS, WALL - MOUNTED, SATIN FINISH STAINLESS STEEL C DF -1 DRINKING FOUNTAIN WITH WALL PLATE AND VANDAL- RESISTANT BOTTOM PLATE. TRIM: McGUIRE # 2165CC COMPRESSION ANGLE STOP VALVE WITH RISER AND ESCUTCHEON, BRASS HAND SINK: PROVIDED BY FOOD SERVICE CONTRACTOR. MCGUIRE # 8872CF, 1-1/4", 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. PROVIDE WITH HAWS MTGFR.DF1, IN -WALL MOUNTING FRAME. • I N/A DRINKING FOUNTAIN (ADA ACCESSIBLE): HAWS # 1001 MS, WALL- MOUNTED, SATIN FINISH C DF -2) STAINLESS STEEL DRINKING FOUNTAIN WITH WALL PLATE AND VANDAL-RESISTANT BOTTOM PLATE. TRIM: McGUIRE # 2165CC COMPRESSION ANGLE STOP VALVE WITH RISER AND ESCUTCHEON, MCGUIRE # 8872CF, 1 -1/4 ", 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON. PROVIDE WITH HAWS MTGFR.DF1, IN -WALL MOUNTING FRAME. ic ,r, kr.. r IV " • 44 Y.IfiVtil , ..,;1, — ..1 . 0:'. HAND SINK: AERO MANUFACTURING # XHSF, 17" X 15" X 5-1/2" DEEP, WALL MOUNTED EXPANSION TANK: AMTROL "THERM-- X -TROL" # ST -12, WELDED STEEL PRESSURE TANK, all POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 6.4GALLON CAPACITY, 0.50 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. THERMOSTATIC MIXING VALVE: BRADLEY VERNATHERM #559-4008, MAXIMUM TEMPERATURE STOP SET FOR 100 DEGREES, WITH WALL SUPPORT, INUNE CHECK VALVES, ROUGH BRONZE FINISH. PROVIDE WITH A CAPACITY OF 2.0 GPM WITH A PRESSURE DIFFERENTIAL OF 5 PSI. PROVIDE ONE MIXING VALVE PER FAUCET. TRIM: MCGUIRE # 2165LK ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE ___ CFCO) FLOOR CLEANOUT: JOSAM, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG AND ADJUSTABLE, ROUND, SECURED, STAINLESS STEEL TOP. # 55000- SS- VP -41: FOR EXPOSED, FLUSH WITH FINISHED FLOOR APPLICATION 55000-- SS- VP- 41 ---14: STAINLESS STEEL MARKER FOR INSTALLATION IN CARPETED FLOOR # 55000- SS- 41- 1- 12 -SQ: 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA # 55000-41-1-13: 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED FLOOR AREA 16" x 21? x 14" DEEP COMPARTMENTS, LEFT AND RIGHT DRAINBOARDS, BACKSPLASH, MADE OF 16 GAUGE TYPE 304 STAINLESS STEEL AND 16 GAUGE STAINLESS STEEL ADJUSTABLE LEGS AND AN EXTRA SET OF STAINLESS STEEL LEGS UNDER EACH DRAINBOARD. FAUCET: AERO MANUFACTURING # S -9 WALL MOUNTED PRE -RINSE SPRAYER AND r• : , 4 FLOW CONTROL VALVE: BELL & GOSSETT # CB "CIRCUIT SETTER PLUS ", BRONZE BODY, BRASS BALL, CALIBRATED BALANCE VALVE, DIFFERENTIAL PRESSURE READOUT PORTS, DRAIN PORT, MEMORY STOP, NAMEPLATE AND 1/2" VALVE BODY SIZE. SET AND BALANCE TO 0.5 GPM FLOW RATE AND PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FABRICATED TYPE ?M? HARD COPPER INDIRECT WASTE LINE ROUTED PER PLANS. Y- - =: -- __ -:. MATCH CEILING COLOR (USING STANDARD COLORS) FLOOR DRAIN: JOSAM # 30000- SS -6S, CAST IRON BODY AND CLAMPING COLLAR, CED -i ADJUSTABLE 6" SQUARE STAINLESS STEEL STRAINER. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. CHANNEL, ALL WELDED, ONE PIECE CONSTRUCTION, 1% SLOPE ON LENGTH AND 11% ON WIDTH, 6" WIDE BY MAXIMUM LENGTH OF 18' -0" WITH ANCHOR TABS AND ADJUSTABLE LEGS (1 670.000.001). PROVIDE LOWER BODY WITH SECONDARY DRAINAGE FLANGE AND CLAMP 50.335.110) AND GRATE # 697.015.150.50. PROVIDE WITH BLUCHER -JOSAM FILTER BASKET 780.002.000.05. TRENCH LENGTHS SHALL BE COORDINATED WITH MANUFACTURER. 3 . ; f ( $ , $ itiSoin,) O VIII";i,4 FT = FLUSH TANK FV = FLUSH VALVE FPS = FEET PER SECOND FRICTION LOSS = 3 PSI PER 100 FT FLOOR DRAIN: JOSAM # 30000- SS -6A, CAST IRON BODY AND CLAMPING COLLAR, CFD -2 ADJUSTABLE 6" ROUND STAINLESS STEEL STRAINER. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. (TP -1) EQUIPMENT FLOOR DRAIN: JOSAM # 32200- SD -81, CAST IRON BODY, 12" ROUND, LOOSE, CF D -3 MEDIUM DUTY, CAST IRON GRATE, SEDIMENT BUCKET, BOTTOM OUTLET, SEEPAGE PAN AND MEMBRANE FLASHING CLAMP. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. • • rk ," • 11'2 FLOOR SINK: JOSAM # 49300- NB -3 -31, 6" DEEP CAST IRON BODY WITH ACID RESISTING Illa ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 8 -1/2" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH- - ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. •,: ' ' HOSE BIBB: CHICAGO FAUCET # 952 -CP, POUSHED CHROME PLATED BRASS, 3/4" FEMALE HB INLET, 3/4" THREADED HOSE CONNECTION, # 293 -6 LOOSE KEY HANDLE, AND INTEGRAL VACUUM BREAKER. WITH FLUSHING RIM, 3/4" TOP SPUD, AND SIPHON FLUSH ACTION. VALVE: HYDROTEK # HB- 8000C -B1, EXPOSED, CHROME-PLATED, BATTERY OPERATED SENSOR, 1 `" ■ �-- °F. '� I HUB DRAIN: PROVIDE A P -TRAP BELOW FINISHED FLOOR AND STUB THE BELL END C HD ) OF A CAST IRON PIPE 4" ABOVE FINISHED FLOOR. SIZE AS SHOWN ON FLOOR PLANS. - - OW' r 4.1 :ILkaa v. ICE . MAKER BOX: GUY GRAY MODEL # BIM875, 20 GAUGE STEEL BOX, 18 GAUGE STEEL ( IMB ) FACEPLATE, BOTTOM INLET WATER SUPPLY WITH 1/2" x 1/4" COMPRESSION ANGLE STOP VALVE. TRIM: LOOP 4 FEET OF 1/4" TYPE "K" SOFT COPPER TUBING. PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP VACUUM BREAKER, AND SWEAT ADAPTER KIT - TRIM: SUITABLE CARRIER WITH STANCHIONS TO FLOOR. �� - �'• °, . N rte- --;,,.--7:1•5 " �� JANITOR'S SINK: STERN- WILLIAMS # SBC -1750 CORLOW , CORNER MODEL, TERRAZZO ® CONSTRUCTION WITH INTEGRALLY CAST STAINLESS STEEL DRAIN BODY AND STAINLESS STEEL CAP TO PROTECT THRESHOLD; 36" X 36" X12" HIGH, WITH 6" DROP FRONT. CHICAGO FAUCET # 897 -CP FAUCET WITH WALL BRACE, PAIL HOOK, AND 3/4" ' �I MALE HOSE THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. TRIM: PROVIDE BP-2 SPLASH CATCHER PANELS OF 20 GAUGE TYPE 304 STAINLESS STEEL # T -35 THREE FOOT LONG REINFORCED HOSE WITH 3/4" CHROME COUPLING AND WALL HOOK, AND # T -40 24" STAINLESS STEEL MOP HANGER. •••-= •- 4 -7 • PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER, AND SWEAT ADAPTER KIT. TRIM: OLSONITE # 10CC- AM -FR, HEAVY DUTY, COMFORTCURVE, ANTIMICROBIAL PROTECTION, (ADA ACCESSIBLE): BRADLEY # LD- 3060 -2, XDLW /XDRW (BONE, RO, BS, TC- --COAL ® LAVATORY WR, SHANK) TERREON LAV DECK WITH EXTENDED LEFT /RIGHT DECKS WITH WASTE RECEPTACLE OPENING, WALL MOUNTED FIXTURE, MOCHA CHIP DECK COLOR WITH MESA BONE BOWLS, ROUNDOVER EDGE, 3" BACKSPLASH, COAL COLORED CONTOURED TRAP COVER (ACCESS PANEL) PANEL), CENTERSHANK EACH FAUCET AND 21 GALLON WASTE RECEPTACLE ON EACH SIDE WITH STAINLESS STEEL GLIDES AND HANDLE ON THE NON -SEAM SIDE OF RECEPTACLE. FAUCET: (2) BRADLEY # S53 -302, CHROME PLATED, SOLID CAST BRASS BODY, CENTERSHANK WATER CLOSET (ADA ACCESSIBLE): AMERICAN STANDARD # 2257.103 " AFWALL" WALL - MOUNTED, FAUCET, 0.5 GPM AERATOR AND BATTERY OPERATED (4 "AA ") INFRARED SENSOR. SOAP DISPENSER: (2) BRADLEY # 6315, CHROME PLATED PLASTIC AND BATTERY OPERATED (4 "D ") INFRARED SENSOR. THERMOSTATIC MIXING VALVE: BRADLEY VERNATHERM #559 -4008, MAXIMUM TEMPERATURE STOP SET FOR 100 DEGREES, WITH WALL SUPPORT, INLINE CHECK VALVES, ROUGH BRONZE FINISH. PROVIDE WITH A CAPACITY OF 2.0 GPM WITH A PRESSURE DIFFERENTIAL OF 5 PSI. TRIM: MCGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS. P -TRAP PROVIDED WITH FIXTURE. `•' '' WALL-MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD # 0356.137 "LUCERNE" 411= 20 -1/2" X 18 -1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE, FRONT OVERFLOW AND EXTRA RIGHT HAND HOLE FOR SOAP DISPENSER. FAUCET: BRADLEY # S53 -302, CHROME PLATED, SOLID CAST BRASS BODY, CENTERSHANK .. . r''k•n r ' ° _ \ ',173.1 • FAUCET, 0.5 GPM AERATOR AND BATTERY OPERATED (4 "M") INFRARED SENSOR. THERMOSTATIC MIXING VALVE: BRADLEY VERNATHERM #S59-4008, MAXIMUM TEMPERATURE STOP SET FOR 100 DEGREES, WITH WALL SUPPORT, INLINE CHECK VALVES, ROUGH BRONZE FINISH. PROVIDE WITH A CAPACITY OF 2.0 GPM WITH A PRESSURE DIFFERENTIAL OF 5 PSI. TRIM: MCGUIRE # 155A GRID DRAIN WITH TAILPIECE, MCGUIRE # 2165CCLK LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE # 8872CF, 1 -1/4 ", 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP AND WAS It ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR AND TRUEBRO " HANDI LAV-- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. IMAGE SYMBOL CEIUNG HEIGHT SPRINKLER COLOR SPRINKLER TRIM COLOR NON- FREEZE WALL HYDRANT: JOSAM # 71000- 72 -55, BRONZE NICKEL PLATED UPRIGHT _-=- ,„ + + p + ° + +• • do HYDRANT, INTEGRAL VACUUM BREAKER, QUARTER -TURN ?T? HANDLE KEY, 3/4" THREADED HOSE CONNECTION, ADJUSTABLE WALL CLAMP AND STAINLESS STEEL BOX AND COVER. UNFINISHED AREAS OR AREAS WITH NO CEIUNG TILES UPRIGHT ROOF NON- FREEZE POST HYDRANT: MAPA PRODUCTS #MPH -24FP FREEZE PROOF POST C RH ) HYDRANT WITH BLACK POWDER COATED CAST ALUMINUM WEATHER -GUARD DOME HANDLE, STAINLESS STEEL SHROUD WITH WELDED STAINLESS STEEL FLANGE, BRONZE GLOBE ANGLE VALVE, 3/4" HOSE CONNECTION, QUICK DISCONNECT WITH BUILT -IN VACUUM BREAKER, STAINLESS STEEL RESERVOIR. ASSEMBLY SHALL MEET ASSE #1057 SANITARY YARD HYDRANT STANDARD WITH FULLY AUTOMATIC OPERATION. PROJECTION AREAS 71 N/A BRASS REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS # SS009M3QT -S, 3/4 ", CAST 316 CRPZ) STAINLESS STEEL BODY, STAINLESS STEEL TEST COCKS, 316 STAINLESS STEEL BALL VALVES, BRONZE STRAINER, AND # 909AG EPDXY COATED AIR GAP FITTING. i __ BRASS HAND SINK: PROVIDED BY FOOD SERVICE CONTRACTOR. JANITOR CLOSETS, STORAGE AREAS AND CONCESSION SUPPORT FAUCET: PROVIDED BY FOOD SERVICE CONTRACTOR. N/A THERMOSTATIC MIXING VALVE: BRADLEY VERNATHERM #559 -4008, MAXIMUM TEMPERATURE STOP SET FOR 100 DEGREES, WITH WALL SUPPORT, INLINE CHECK VALVES, ROUGH BRONZE FINISH. PROVIDE WITH A CAPACITY OF 2.0 GPM WITH A PRESSURE DIFFERENTIAL OF 5 PSI. PROVIDE ONE MIXING VALVE PER FAUCET. TRIM: MCGUIRE # 2165LK ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE - • - " " 1 G 151M STRAINERS S IT # 17 GAUGE 9 C- F TAILPIECE, ASTEMCGUIRE 2 17 PI GAUGE TUBULAR 111C16G17 17 CHROMEPLAT D BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. PROVIDE WITH ELKAY LK -36 BASKET STRAINER. N/A HAND SINK: AERO MANUFACTURING # XHSF, 17" X 15" X 5-1/2" DEEP, WALL MOUNTED MATCH CEILING COLOR (USING STANDARD COLORS) STAINLESS STEEL SINK. FAUCET: FAUCET INTEGRAL WITH SINK. 'L•1 I : THERMOSTATIC MIXING VALVE: BRADLEY VERNATHERM #559-4008, MAXIMUM TEMPERATURE STOP SET FOR 100 DEGREES, WITH WALL SUPPORT, INUNE CHECK VALVES, ROUGH BRONZE FINISH. PROVIDE WITH A CAPACITY OF 2.0 GPM WITH A PRESSURE DIFFERENTIAL OF 5 PSI. PROVIDE ONE MIXING VALVE PER FAUCET. TRIM: MCGUIRE # 2165LK ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, MCGUIRE # 151M CUP STRAINERS WITH 1 -1/2" 17 GAUGE TAILPIECE, MCGUIRE # 111C16G17 17 GAUGE CONTINUOUS WASTE, MCGUIRE # 8912 --C -F 17 GAUGE TUBULAR CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. PROVIDE WITH ELKAY LK -36 BASKET STRAINER AND TRUEBRO "HANDI LAV- GUARD" # 102 INSULATION KIT FOR WATER AND WASTE PIPES. a MD 3-- COMPARTMENT SINK: AERO MANUFACTURING # AMC 1 / MF3- 2116- 18LR -S -29, THREE 16" x 21? x 14" DEEP COMPARTMENTS, LEFT AND RIGHT DRAINBOARDS, BACKSPLASH, MADE OF 16 GAUGE TYPE 304 STAINLESS STEEL AND 16 GAUGE STAINLESS STEEL ADJUSTABLE LEGS AND AN EXTRA SET OF STAINLESS STEEL LEGS UNDER EACH DRAINBOARD. FAUCET: AERO MANUFACTURING # S -9 WALL MOUNTED PRE -RINSE SPRAYER AND r• : , 4 CONCESSION S -10 PRE -RINSE ADD ON FAUCET. TRIM: (3) AERO # S -20 GRID STRAINERS WITH LEVER HANDLE AND 2" FABRICATED TYPE ?M? HARD COPPER INDIRECT WASTE LINE ROUTED PER PLANS. MATCH CEILING COLOR (USING STANDARD COLORS) MATCH CEILING COLOR (USING STANDARD COLORS) TRENCH DRAIN: BLUCHER -JOSAM CHANNEL # 670CHXXX -XXBA, TYPE 304 STAINLESS STEEL NOTE: PIPE SIZES SHOWN ARE MINIMUM. TD CHANNEL, ALL WELDED, ONE PIECE CONSTRUCTION, 1% SLOPE ON LENGTH AND 11% ON WIDTH, 6" WIDE BY MAXIMUM LENGTH OF 18' -0" WITH ANCHOR TABS AND ADJUSTABLE LEGS (1 670.000.001). PROVIDE LOWER BODY WITH SECONDARY DRAINAGE FLANGE AND CLAMP 50.335.110) AND GRATE # 697.015.150.50. PROVIDE WITH BLUCHER -JOSAM FILTER BASKET 780.002.000.05. TRENCH LENGTHS SHALL BE COORDINATED WITH MANUFACTURER. 3 . ; 6.0 FT = FLUSH TANK FV = FLUSH VALVE FPS = FEET PER SECOND FRICTION LOSS = 3 PSI PER 100 FT TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR-500 "PRIME RITE ", CORROSION (TP -1) RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. • TRAP PRIMER: PRECISION PLUMBING PRODUCTS # PR -500 "PRIME RITE ", CORROSION (TP -2) RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, AND INTEGRAL VACUUM BREAKER. INSTALL THE VALVE AT A MINIMUM OF 12" ABOVE FINISHED FLOOR. PROVIDE WITH DISTRIBUTION # DU -2 FOR TWO, # DU -3 FOR THREE, OR # DU--4 FOR FOUR DRAIN CONNECTIONS. `.; l-,44 r4'! URINAL: AMERICAN STANDARD # 6501.010 "WASHBROOK ", WHITE VITREOUS CHINA FIXTURE _ - , CUR -i WITH FLUSHING RIM, 3/4" TOP SPUD, AND SIPHON FLUSH ACTION. VALVE: HYDROTEK # HB- 8000C -B1, EXPOSED, CHROME-PLATED, BATTERY OPERATED SENSOR, 1 `" ■ �-- °F. '� I PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP VACUUM BREAKER, AND SWEAT ADAPTER KIT. TRIM: SUITABLE CARRIER WITH STANCHIONS TO FLOOR. URINAL (ADA ACCESSIBLE): AMERICAN STANDARD # 6501.010 "WASHBROOK ", WHITE VITREOUS ''"- .,. r - == ;•'S? ` ' m::h• '` UR -2 CHINA FIXTURE WITH FLUSHING RIM, 3/4" TOP SPUD, AND SIPHON FLUSH ACTION. VALVE: HYDROTEK # HB- 8000C -B1, EXPOSED, CHROME - PLATED, BATTERY OPERATED SENSOR, PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP VACUUM BREAKER, AND SWEAT ADAPTER KIT - TRIM: SUITABLE CARRIER WITH STANCHIONS TO FLOOR. = °F u'r &I WATER CLOSET: AMERICAN STANDARD # 2257.103 "AFWALL" WALL --- MOUNTED, WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.6 GALLON PER FLUSH, AND DIRECT -FED SIPHPON JET ACTION. HYDROTEK # HB- 8000C -A, EXPOSED, CHROME- PLATED, BATTERY OPERATED SENSOR, - •�' -` �" - VALVE: * == PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER, AND SWEAT ADAPTER KIT. TRIM: OLSONITE # 10CC- AM -FR, HEAVY DUTY, COMFORTCURVE, ANTIMICROBIAL PROTECTION, ELONGATED BOWL, OPEN -FRONT LESS COVER WITH SELF - SUSTAINING STAINLESS STEEL HINGES AND STAINLESS STEEL NUT, WASHER AND LOCKWASHER. PROVIDE SUITABLE FIXTURE CARRIER. WATER CLOSET (ADA ACCESSIBLE): AMERICAN STANDARD # 2257.103 " AFWALL" WALL - MOUNTED, GSM WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 1.6 GALLON PER FLUSH, AND DIRECT -FED SIPHON JET ACTION. VALVE: HYDROTEK # HB- 8000C -A, EXPOSED, CHROME - PLATED, BATTERY OPERATED SENSOR, PISTON TYPE, WITH MECHANICAL MANUAL FLUSH BUTTON. INTEGRAL SCREWDRIVER STOP, VACUUM BREAKER, AND SWEAT ADAPTER KIT. TRIM: OLSONITE # 10CC- AM -FR, HEAVY DUTY, COMFORTCURVE, ANTIMICROBIAL PROTECTIOp sue' ='4 r o- ` t- - ELONGATED BOWL, OPEN -FRONT LESS COVER WITH SELF- SUSTAINING STAINLESS STEE -L-10 GS AND STAINLESS STEEL NUT, WASHER AND LOCKWASHER. PROVIDE SUITABLE FIXTUI C RBI R r ® WALL CLEANOUT: JOSAM # 58600-COT, CAST IRON CLEANOUT TEE, COUNTER SUNK P LUG, r''k•n (WCO) STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. I . STALL CLEANOUT ABOVE CARPET AND TILES BASES. WA LL HYDRANT: ACORN # 8151, REMOVABLE LOOSE KEY WHEEL HANDLE, VANDAL RESIST' N . - cm INTEGRAL VACUUM BREAKER, 3/4 " THREADED HOSE CONNECTION, AND STAINLESS STEEL HOSE BOX WITH WALL FLANGE AND DOOR. __ 1 WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY -74 (WHA) WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH . LUBRICATED EPDM "0" RING SEALS, ASSE 1010 CERTIFICATION. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. SPRINKLER FINISH CHART SPRINKLER TYPE CEIUNG HEIGHT SPRINKLER COLOR SPRINKLER TRIM COLOR LOCATION UPRIGHT N/A BRASS N/A UNFINISHED AREAS OR AREAS WITH NO CEIUNG TILES UPRIGHT N/A BRASS NONE PROJECTION AREAS PENDANT N/A BRASS BLACK THEATRES PENDANT N/A BRASS BRASS JANITOR CLOSETS, STORAGE AREAS AND CONCESSION SUPPORT PENDANT N/A BRASS MATCH CEILING COLOR (USING STANDARD COLORS) OFFICES, CONFERENCE ROOM, SECURITY CLOSET, COUNT ROOM, VAULT AND BREAKROOM CONCEALED N/A BRASS MATCH CEILING COLOR (USING STANDARD COLORS) THEATRE CORRIDORS AND VESTIBULES CONCEALED 8' -0" AND LOWER BRASS MATCH CEIUNG COLOR (USING STANDARD COLORS) LOBBIES, RESTROOMS, CORRIDORS, BOX OFFICE, CONCESSIONS AND OTHER PUBLIC AREAS RECESSED HIGHER THAN 8' -0" CHROME CHROME CONCESSION RECESSED HIGHER THAN 8' -0" MATCH CEILING COLOR (USING STANDARD COLORS) MATCH CEILING COLOR (USING STANDARD COLORS) LOBBIES, RESTROOMS, CORRIDORS, BOX OFFICE, AND OTHER PUBLIC AREAS PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL SANITARY DRAINAGE & VENT (ABOVE GRADE) S, W OR V HUBLESS CAST IRON CONCESSION DRAINAGE CWP 304 STAINLESS STEEL POTABLE WATER (ABOVE GRADE) CW, HW OR HWR TYPE L HARD DRAWN COPPER NON - POTABLE WATER (ABOVE GRADE) NPW TYPE L HARD DRAWN COPPER NATURAL GAS (ABOVE GRADE & ON ROOF) G SCHEDULE 40 BLACK STEEL CONDENSATE DRAIN - 1" & SMALLER CD TYPE M HARD DRAWN COPPER (PVC DWV OPTIONAL) CONDENSATE DRAIN - 1 -1/4" & LARGER CD TYPE DWV HARD DRAWN COPPER (PVC DWV OPTIONAL) INDIRECT DRAIN - 1 "& SMALLER ID TYPE M HARD DRAWN COPPER INDIRECT DRAIN - 1-1/4" & LARGER ID TYPE DWV HARD DRAWN COPPER FIRE PROTECTION (ABOVE GRADE) FP SCHEDULE 10 OR 40 BLACK STEEL 2" 2" SINK REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION ELEVATOR SUMP PUMP SCHEDULE MARK MANUFACTURER/ MODEL# LOCATION GPM HEAD (FT -) DISCHARGE SIZE (IN.) ELECTRICAL NOTES VOLTS PH 1 HP 1/3 ESP WEIL SERIES 1408 ELEVATOR PIT 33 20 1 -1/4" 120 - A, B, C, D & E 1/6 A, B, C, D 1/2" -- 2" 2" JANITOR'S SINK 1/2" NOTES: A. 100° TEMPERATURE RISE WITH 140'F OPERATING TEMPERATURE. B. FAN ASSISTED COMBUSTION C. ELECTRICAL REQUIREMENTS: 120V, SINGLE PHASE, 5 AMPS 3" NOTES: A. PROVIDE WITH #BC2001 SOLID STATE AUTOMATIC OIL SENSING FLOAT SWITCH WITH POWER CHORD AND PIGGYBACK PLUG. B. PROVIDE WITH WEIL #8341K1015 HIGH LEVEL ALARM WITH AUXILIARY CONTACT, REFER TO SPECIFICATIONS C. PROVIDE 2" DISCHARGE PIPING, SHUTOFF VALVE AND ZOELLER #30 -0030 FLAPPER NON -CLOG CHECK VALVE. D. REFER TO DETAIL FOR MORE INSTALLATION INFORMATION. E. INSTALL IN SUMP PIT LOCATED IN ELEVATOR PIT, SEE ARCHITECTURAL DRAWINGS. RE- CIRCULATING PUMP SCHEDULE MARK MANUFACTURER / MODEL# LOCATION GPM HEAD (FT.) SUCTION & DISCHARGE SIZE ELECTRICAL DATA NOTES VOLTS PHASE HP RP -1 BELL AND GOSSETT SERIES PR CONCESSION SUPPORT 20 17 1" 115 1 1/6 A, B, C, D 1/2" -- 2" 2" JANITOR'S SINK 1/2" NOTES: A. 100° TEMPERATURE RISE WITH 140'F OPERATING TEMPERATURE. B. FAN ASSISTED COMBUSTION C. ELECTRICAL REQUIREMENTS: 120V, SINGLE PHASE, 5 AMPS 3" 2" FLOOR DRAIN NOTES: A. ALL BRONZE BOOSTER. B. PROVIDE WITH STRAINER UPSTREAM OF PUMP C. PROVIDE ADJUSTABLE, SURFACE MOUNTED AQUASTAT - HONEYWELL L4006G & TIME SWITCH INTERMATIC #ET170C D. SET AQUASTAT TO SHUT OFF RECIRCULATION PUMP AT WATER HEATER SET POINT AND ON AT 1OF BELOW SET POINT WATER HEATER SCHEDULE MARK MANUFACTURER/ MODEL# ENERGY SOURCE TANK SIZE (GALLONS) INPUT RECOVERY (GPH) AIR INTAKE FLUE EXHAUST NOTES WH -1 A.O. SMITH BTH -199 NATURAL GAS 100 199 CFH 227 4" 4" A, B & C 2" 2" DRINKING FOUNTAIN 1/2" -- 2" 2" JANITOR'S SINK 1/2" NOTES: A. 100° TEMPERATURE RISE WITH 140'F OPERATING TEMPERATURE. B. FAN ASSISTED COMBUSTION C. ELECTRICAL REQUIREMENTS: 120V, SINGLE PHASE, 5 AMPS FIXTURE BRANCH CONNECTION SCHEDULE FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FV) 1 -1/4" -- 4" 2" URINAL 1" --- 2" 2" LAVATORY / HAND SINK 1/2" 1/2" 2" 2" DRINKING FOUNTAIN 1/2" -- 2" 2" JANITOR'S SINK 1/2" 1/2" 3" 2" FLOOR DRAIN -- --- 2" 2" SINK 1/2" 1/2" 2" 2" ICE MAKER BOX 1/2" ---- -- -- 4" 230 1173 1173 6.0 NOTE: PIPE SIZES SHOWN ARE MINIMUM. TOTAL CONNECTED NATURAL GAS LOAD MECHANICAL EQUIPMENT EQUIPMENT DESIGNATION DESCRIPTION CFH (EACH) RTU -1 ROOF TOP UNIT 850 RTU -2 ROOF TOP UNIT 500 RTU -3 ROOF TOP UNIT 500 RTU -4 ROOF TOP UNIT 850 WH -1 WATER HEATER 199 TOTAL CONNECTED LOAD = 2899 PIPE SIZING CHART PIPE SIZE GPM FT SFU FV SFU FPS 1/2" 2 1 - 2.6 3/4" 5 6 - 3.4 1" 10 15 - 4.0 1 -1/4" 18 26 - 4.6 1-1/2" 28 52 11 5.1 2" 58 172 73 6.0 2-1/2" 90 326 200 6.0 3" 130 533 425 6.0 4" 230 1173 1173 6.0 6" 500 3620 3620 6.0 FT = FLUSH TANK FV = FLUSH VALVE FPS = FEET PER SECOND FRICTION LOSS = 3 PSI PER 100 FT 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 ...�:- �...�_.,_ .- �----. w._--..-. _..- ..,.v.._,_,_._.._..- x. -.� -: _... ._. _._...,. � ;:w-. :.ter- ,r••-- .����.,,�, _�. �.. a .. -: «� _... - � �:-- - _ wm - -- - - - ��..1- my _,. -� -:: _� .. ��:,�._.x::z -- ,.__,.� .._ -••-. ..-...., _ �.��..e.. Yom.__ :...... , =. -,- „� --_ _ - _ �a.�,=- 5r -.:,, ._ . -... _ ..- .�.- -,--._ _. - - - =r - -- . ____ ���- =_r-.= rte.... .,-,_ _�-- ...� -. -, :..t .- ' - - - - r. .. �- ,..- . - .� .. 'r"' = - -_.., u� �,.: -., ,..� -.. _ �c_-- --•. . .�.._....r �: -_� .- • _ 1st an Ja re into L. t Ira Ga GAS PRESSURE REGULATOR SCHEDULE MARK GPR -1 GPR -2 GPR -3 GPR -4 GPR -5 MANUFACTURER / MODEL# FISCHER S302C FISCHER S302C FISCHER S302C FISCHER S302C FISCHER S102C VALVE TYPE (NOTE A) C C C C C VALVE BODY SIZE (INCHES) 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 3/4" FLOW RATE CFH 850 500 500 850 199 DEVELOPED LENGTH (FT) 30 30 30 30 75 NOTES: A. C = SELF CONTAINED "DIRECT ACTING" DIAPHRAGM TYPE WITH INTERNAL RELIEF B. DROOP = 2" WATER COLUMN MAXIMUM INLET FLOW PRESSURE MINIMUM (PSIG) 1.5 1.5 1.5 1.5 1.5 OUTLET PRESSURE (INCHES WATER COLUMN) NOTE B 10" W.0 10" W.0 10" W.0 10" W.0 10" W.0 SERVICE RTU -1 RTU -2 RTU -3 RTU -4 WH-1 ENA mo' GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 3. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 4. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 5. VALVES SHALL BE UNE SIZE UNLESS OTHERWISE NOTED. 6. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 7. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 8. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRLIL IS INSTALLED. 9. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 10. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 11. PAINT ALL EXPOSED GAS AND WATER PIPING USING RUST INHIBITOR PAINT. PAINT AND COLOR SHALL BE COORDINATED WITH THE ARCHITECT AND / OR OWNER. 12. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 13. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BAT INSULATION TO PREVENT FREEZING. 14. FLOW CONTROL VALVES SHALL BE SIZE 1/2" AND SET AT 0.5 GPM UNLESS NOTED OTHERWISE. 15. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. 16. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 17. MECHANICAL /PLUMBING /ELECTRICAL /FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT THEY RECEIVE AND REVIEW ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 18. THE PROJECT MANUAL WITH SPECIFICATIONS SHALL BE A PART OF THESE DRAWINGS AND CONTRACT DOCUMENTS. FOOD SERVICE GENERAL NOTES: 1. PROVIDE ITEMS AND WORK AS REQUIRED TO COMPLETE THE INSTALLATION OF PLUMBING SYSTEMS FOR KITCHEN EQUIPMENT. REFERENCE THE KITCHEN EQUIPMENT DRAWINGS FOR ITEMS TO BE FURNISHED AND / OR INSTALLED BY THE PLUMBING CONTRACTOR. REFERENCE THE KITCHEN EQUIPMENT DRAWINGS FOR ROUGH -IN AND FINAL CONNECTIONS FOR KITCHEN EQUIPMENT. 2. INSTALL PLUMBING CONNECTIONS TO KITCHEN EQUIPMENT. COORDINATE PLUMBING ROUGH -IN AND CONNECTION REQUIREMENTS WITH THE KEC PRIOR TO START OF ROUGH -IN WORK. 3. PROVIDE SHUTOFF VALVE OR ANGLE STOP VALVE ON EACH WATER CONNECTION TO KEC EQUIPMENT. PROVIDE AND CONNECT PLUMBING PIPE FROM ROUGH-IN TO ITEMS AS SHOWN, SPECIFIED OR REQUIRED. WHERE "FLEX" TUBING IS CALLED FOR, PROVIDE A FOUR FOOT COILED LENGTH OF TYPE "K" SOFT COPPER TUBING FROM WATER SHUT -OFF VALVE TO THE EQUIPMENT CONNECTION OF SAME SIZE AS CONNECTION TO EQUIPMENT WITH 1/4" BEING MINIMUM SIZE. PROVIDE CONNECTORS AND ADAPTERS AS REQUIRED. 4. INSTALL INDIRECT WASTE LINES OF THE SAME SIZE AS THE CONNECTION TO THE EQUIPMENT WITH 3/4" BEING THE MINIMUM SIZE. ROUTE FROM EQUIPMENT CONNECTION POINTS INDICATED ON THE KEC DRAWINGS TO FLOOR SINK. PROVIDE AIR GAP OF TWO PIPE SIZES MINIMUM. 5. COMPLY WITH HEALTH DEPARTMENT REGULATIONS. PROVIDE CLEARANCE FOR CLEANING BEHIND AND UNDER EXPOSED PIPING AS REQUIRED BY HEALTH DEPARTMENT. CONFORM TO HEALTH DEPARTMENT REQUIREMENTS FOR LOCATIONS OF FLOOR SINKS. 6. COORDINATE LOCATION OF VENT AND WATER PIPING TO AVOID CONFLICT WITH OTHER TRADES. 7. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR ALL 3- COMPARTMENT SINKS. SEAL AROUND FIXTURES AND KITCHEN EQUIPMENT WITH CAULK. 9. PROVIDE APPROPRIATE BACKFLOW PREVENTION DEVICES FOR EQUIPMENT REQUIRING THEM PER LOCAL AUTHORITIES REQUIREMENTS. INSTALL BACKFLOW PREVENTION DEVICES PROVIDED WITH EQUIPMENT PROVIDED BY A KEC. 3; 51°I'l FIRE PROTECTION GENERAL NOTES: FIRE SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 13, NFPA 24 AND NFPA 101. THIS SYSTEM SHALL ALSO MEET ALL APPLICABLE LOCAL /STATE CODES AND STANDARDS, AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 2. ALL INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION AND FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS WITH LOCAL CODE OFFICIALS PRIOR TO BID. LAYOUT SYSTEM, ROUTE PIPE, PERFORM HYDRAULIC CALCULATIONS, AND COORDINATE WITH OTHER TRADES. PROVIDE ADDITIONAL SPRINKLERS, MATERIALS AND LABOR REQUIRED DUE TO LACK OF COORDINATION OR TO MEET LOCAL CODES, AUTHORITY HAVING JURISDICTION AND /OR INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. 3. ENTIRE BUILDING TO BE PROTECTED BY A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13, LIGHT HAZARD, 0.10 GPM /SF OVER THE REMOTE 1500 SF AREA, UNLESS NOTED OTHERWISE. DEMAND SHALL INCLUDE A MINIMUM 100 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. 4. MECHANICAL, PROJECTION ROOM, CONCESSIONS AREA, ELECTRICAL ROOMS, JANITORS CLOSETS, AND STORAGE AREAS SHALL BE PROVIDED WITH SPRINKLERS DESIGNED PER NFPA 13, ORDINARY HAZARD GROUP 2, 0.20 GPM /SF OVER THE REMOTE 1500 SF AREA OR ENTIRE AREA WHICHEVER IS SMALLER. DEMAND SHALL INCLUDE A MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. 5. CONTRACTOR SHALL OBTAIN A CURRENT WATER SUPPLY TEST DATED NOT MORE THAN 12 MONTHS PRIOR TO SHOP DRAWING SUBMITTAL 6. CONTRACTOR SHALL NOT CONNECT TO UNDERGROUND SUPPLY UNTIL PROVIDED WITH WRITTEN DOCUMENTATION THAT PIPING HAS BEEN FLUSHED AND PRESSURE TESTED IN ACCORDANCE WITH NFPA 24. 7. COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO BE FORWARDED TO OWNER. 8. ALL SPRINKLER USED THROUGHOUT THE AMC SPACE SHALL BE QUICK RESPONSE SPRINKLERS. 9. CONCEALED SPRINKLER COVERS SHALL MATCH CEILING COLOR (STANDARD MANUFACTURER COLORS, NO CUSTOM COLORS). 10. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SEISMIC BRACING: CONTRACTOR TO VERIFY SEISMIC BRACING INSTALLATION MEETS NFPA 13 -2002 INCLUDING TIA 02 -1 AND MANUFACTURER'S RECOMMENDATIONS. ADDITIONAL BRACING MAY BE REQUIRED DUE TO FIELD ADJUSTMENTS, VARYING BRACING ANGLES, DISTANCE TO JOISTS, AUTHORITIES HAVING JURISDICTION, ETC. L: Ph SEAL: e: 9' 1.925 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 1 ENGINEERS INCORPO RA'Z'ED INCORPORATED 8325 LENEXA DRIVE, SUITE 40 LENEXA, KANSAS 6 52 1 4 -1 G 9 5 PH 913.307.5300 EX 913.307.5400 WWW.HENDERSLINENI INEERS.00M PROJECT FOR: ax; 9.1 92_ 0244 Email: t1:. @� I inn. Copyright 2006 - AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: mc 16 THEATRES A SHOPPINGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: (7 -.. ,PTA LIT_ 1 2 MP SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: NONE SHEET TITLE: PLUMBING SCHEDULES SHEET NO.: P301 irrognamssniviu eS11.11001JUULJOD f OULIIIICOF s• I LIKW118. V VpAILUUtisr it! nuavuuukrour you e.uinv, run, IZJAL1411 1 G111171113VG1110, I. I DATE: INFORMATION: 4 -21 -05 FEASIBILITY FLOOR PLAN 5 -4 -05 FEASIBILITY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6-7-06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8 -21 -06 95% TENANT PLANS 1-15-07 100% TENANT PLANS INSTALL INTAKE AND EXHAUST TERMINALS FURNISHED BY HEATER MANUFACTURER PER MANUFACTURER'S INSTRUCTIONS, ABOVE LOCAL MAXIMUM SNOW DEPTH AUTOMATIC VACUUM RELIEF VALVE VALVE CHECK TYPICAL COLD WATER SUPPLY TO WATER HEATER HOT WATER SUPPLY TO FIXTURES SHUTOFF VALVE (TYPICAL) THERMOMETER PIPE UNION ABOVE TOP OF TANK, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS (TYPICAL) STAINLESS STEEL VENT AND INTAKE PIPES TO OUTSIDE OF BUILDING PER MANUFACTURER'S RECOMMENDATIONS INSTALL EXHAUST ELBOW AND CONDENSATION HOSE FURNISHED WITH HEATER. PROVIDE MINIMUM 1" LOOP IN HOSE (FOR TRAP), AND ROUTE TO DISCHARGE ON FLOOR DRAIN SET WATER HEATER ON CONCRETE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF /AS REQUIRED BY LOCAL AUTHORITIES. INTERLOCK OF AQUASTAT WITH RECIRCULATION PUMP IS SPECIFIED IN DIVISION 16. ) GAS WATER HEATER AND PUMP NO SCALE ESCUTCHEON SHUTOFF VALVE (TYPICAL) DOUBLE CHECK VALVE BACKFLOW PREVENTER INSTALL WATER FILTER PER MANUFACTURER'S INSTRUCTIONS IF FURNISHED WITH ICE MACHINE. INSTALL WHERE ACCESSIBLE EQUIPMENT BASE INDIRECT DRAIN OPEN TO ATMOSPHERE AT UPPER END PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. PROVIDE COLD WATER ROUGH —IN AT TOP OF ICE MACHINE. TO SPRINKLER SYSTEMS, SIZE PIPE AS REQUIRED ro ro MAIN DRAIN SHALL DISCHARGE TO JANITOR SINK SPRINKLER SUPPLY PROVIDE BY LANDLORD 1 1 r • ■ Pr r • • FLOOR DRAIN WHERE SHOWN ON FLOOR PLAN CUBER ICE BIN 3/4" ICE MACHINE CONNECTIONS NO SCALE O '} O O _& - I .I NI 1% COORDINATE ROOF PENL I RATION WITH DIVISION 7 COLD WATER TO EXPANSION TANK AS. SHOWN ON PLANS RECIRCULATION PUMP WITH UNION CONNECTIONS, CONNECT ON S SHUTOFF VALVE, AQUASTAT AND STRAINER UPSTREAM, CHECK VALVE AND SHUTOFF VALVE DOWNSTREAM GAS SUPPLY TO WATER HEATER WITH GAS COCK, UNION WITH GROUND JOINT, 6" LONG DIRT LEG, AND REDUCER AT CONNECTION STUB INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER HARD COPPER RELIEF VALVE DISCHARGE PIPE, FULL SIZE OF VALVE OUTLET, TO DISCHARGE ON FLOOR DRAIN WITH AIR GAP PER LOCAL CODE DRAIN VALVE PROVIDED WITH WATER HEATER COLD WATER SUPPLY DOWN IN PARTITION WHERE SHOWN ON PLAN PROVIDE ADAPTER AND SIX FOOT LONG TYPE "K" SOFT COPPER TUBING AND CONNECT TO CUBER WATER INLET CONNECT TO CUBER AND ICE BIN DRAIN OUTLETS AS REQUIRED 1" TRENCH DRAIN WATER FLOW SWITCH SUPERVISED INDICATING VALVES PIPE STAND (TYPICAL) L .-- CHECK VALVE WATER SERVICE AND FLANGE FINISHED FLOOR SEAL FLOOR PENETRATION WITH CAULK ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET NFPA AND LOCAL CODE REQUIREMENTS. BACKFLOW PREVENTER LOCATED OUTSIDE. REFER TO CIVIL DRAWINGS FOR ARRANGEMENT AND LOCATION. COORDINATE INSTALLATION OF ALARM DEVICES WITH OTHER TRADES. PROVIDE SPARE SPRINKLER CABINET WITH SPRINKLERS AND WRENCHES. PROVIDE BELL ON EXTERIOR WALL. FIRE PROTECTION RISER -WET PIPE NO SCALE ■:I PIPE HANGER NEXT TO ELBOW PIPE UNION: DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, FDA APPROVED FOR DOMESTIC WATER SERVICE BUTYL DIAPHRAGM FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT HELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. O SHUT —OFF VALVE IN ACCESSIBLE LOCATION, ABOVE CEILING IF ANY. 3/4" COLD WATER PIPE IF SHUT —OFF VALVE IS INSTALLED ABOVE HARD CEILING, PROVIDE ACCESS DOOR PER SPECIFICATIONS. INSTALL RISER INSIDE PARTITION WHERE AVAILABLE: REFER TO PLANS. IF RISER IS EXPOSED, ANCHOR TIGHT TO EXTERIOR WALL. ELBOWS AS REQUIRED VALVE INTERIOR TO WALL WALL CLAMP INTERIOR FLOOR INSTALL HYDRANT APPROXIMATELY 24" ABOVE GRADE. ADJUST HEIGHT AS REQUIRED TO SUIT MASONRY SEAMS, IF EXISTING. V CLEVIS HANGER, SHOWN FOR CLARITY REFE SERVED & SPACING R TO SPECIFICATIONS FOR OTHER HANGER TYPES FOR PIPE PIPE HANGER DETAIL NOT TO SCALE EXPANSION TANK NOT TO SCALE SECURE PIPE HANGER TO STRUCTURE REFER TO SPECIFICATIONS FOR CONNECTIONS THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES REFER TO SPECIFICATIONS FOR ROD SIZE PROVIDE FOR INSULATED PIPING AT EACH HANGER A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS REFER TO SPECIFICATIONS FOR MORE INFORMATION PROVIDE INSULATION SHIELD FOR INSULATED PIPE FROM CW SUPPLY TO HEATER, NO INTERVENING VALVES WATER HAMMER ARRESTER PER SPECIFICATIONS AND SCHEDULE, PDI SIZE "A" EXTERIOR BUILDING WALL PROVIDE HYDRANT WITH LENGTH OF SHAFT TO SUIT THICKNESS OF WALL: VERIFY. WALL HYDRANT RECESSED IN BOX PER SPECIFICATIONS AND SCHEDULE. CUT WALL AS REQUIRED, INSTALL WALL HYDRANT, GROUT OR OTHERWISE REPAIR WALL NEATLY AROUND FACE OF WALL HYDRANT TO SEAL PENETRATION WEATHERTIGHT. EXTERIOR GRADE, PAVEMENT, OR SIDEWALK ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS. IN NON — FREEZING CLIMATES, PIPE MAY BE INSTALLED CONCEALED IN EXTERIOR WALL RATHER THAN EXTERIOR TO WALL AS SHOWN. REFER TO PLANS FOR LOCATION. WALL HYDRANT INSTALLATION NO SCALE HOT WATER RECIRCULATION FULL —PORT BALL SHUTOFF VALVE (TYPICAL) COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING CUT ROOF FOR PENETRATION HIGH LEVEL ALARM RE:SPECIFICATIONS AND SCHEDULES POWER WIRING FOR HIGH LEVEL ALARM IS SPECIFIED IN DIVISION 16 SIMPLEX RECEPTACLE & OUTLET BOX MOUNTED ON WALL NEAR ELEVATOR DOORS IS SPECIFIED IN DIVISION 16 SUMP PUMP PLUG WITH FLOAT SWITCH PIGGYBACK PLUG NON —CLOG CHECK VALVE 2" SUMP PUMP DISCHARGE GROMMET AROUND WIRING ELEVATOR SHAFT FLOOR STEEL GRATE IS SPECIFIED IN DIVISION 3 24" X 24" X 24" DEEP CONCRETE PIT RE: STRUCTURAL DRAWINGS SUMP PUMP; REFER TO SPECIFICATIONS AND SCHEDULES O CHECK VALVE I I ME ME III STRAINER DIRECTION OF FLOW FLOW CONTROL VALVE NOT TO SCALE III FLOW CONTROL VALVE REFER TO FLOOR PLAN FOR FLOW RATES SETTINGS PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY VALVE MANUFACTURER. REFER TO SPECIFICATIONS AND SCHEDULES FOR MORE INFORMATION. PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. GROUND JOINT PIPE UNION I I f— SUPPORT PIPING ON �I I t ROOF PER I I SPECIFICATIONS J I ' I II ROOF INSULATION II A ROOF DECK I ANCHOR PIPE TO ROOF DECK OR JOISTS REFER TO PLANS FOR PIPE SIZE(S) AND LOCATION(S). REFER TO SPECIFICATIONS FOR MORE INFORMATION. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, EQUIPMENT CURBS, PARAPETS OR EXPANSION JOINTS, ETCETERA. GAS PIPE ROOF PENETRATION NO SCALE 13 s UNION A HIGH LEVEL ALARM TETHERED FLOAT SWITCH ON —OFF TETHERED FLOAT SWITCH ELEVATOR SUMP PUMP ' NO SCALE UNION 11 ELBOWS TO ALLOW FOR PIPE EXPANSION ELEVATOR SHAFT WALL SEAL WALL PENETRATION AIR TIGHT 2" (SPD), TO FLOOR DRAIN IN BOILER ROOM 6" MIN. ` FIRST FLOOR SLAB 2" SUMP PUMP DISCHARGE (SPD), SCHEDULE 40 .,. GALVANIZED STEEL WITH MALLEABLE IRON FITTINGS Ii�: }r} )1� SHUTOFF VALVE � FOOTING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. LOCATE FLOATS AT ELEVATIONS AS RECOMMENDED BY PUMP MANUFACTURER. INTERLOCK OF HIGH LEVEL ALARM WITH ALARM BELL, REFER TO FLOOR PLANS IF PROVIDED, IS SPECIFIED IN DIVISION 16. INTERLOCK OF HIGH LEVEL ALARM WITH BUILDING AUTOMATION SYSTEM, REFER TO SPECIFICATIONS IF PROVIDED, IS SPECIFIED IN DIVISION 15 N_ EXTERIOR WALL ROOF ROOF I CAULK L it � REFER TO SPECIFICATIONS FOR CONDUIT MATERIAL REFER TO SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IN SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT MANUFACTURER'S DRAWINGS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. TYPICAL GAS —FIRED ROOFTOP AIR CONDITIONING UNIT IS SPECIFIED IN DIVISION 15 THREADED PIPE ADAPTER ON CONDENSATE WASTE CONNECTION 6" HIGH VENT OPEN TO ATMOSPHERE WHEN LENGTH OF CONDENSATE DRAIN LINE IS GREATER THAN 2' MINIMUM 1" FOR BLOW THRU UNITS MINIMUM 4" FOR DRAW THRU UNITS FINISHED FLOOR l c Ellic KiriI JOIST (RT_U) LONG RADIUS FITTING, MINIMUM 30" RADIUS BEVERAGE CONDUIT, REFER TO SPECIFICATIONS AND FLOOR PLANS FOR MORE INFORMATION ESCUTCHEON — CEIUNG ANCHOR CONDUIT TO WALL AS REQUIRED STUB CONDUIT BELOW CEILING AT LOCATIONS SHOWN ON PLAN. SEAL ALL OPEN ENDS OF CONDUIT WITH SILICONE CAULK. TRIM ELBOW AT WALL PENETRATION BEHIND SODA MACHINE C LEAN 0 UT 4" DEEP P —TRAP DISCHARGE CONDENSATE AWAY FROM SERVICE AREAS TO NEAREST ROOF DRAIN CLEVIS HANGER PER PIPE HANGER DETAIL HANG PIPE AT I RED HEIGHT AS REQUIRED Q TO INSTALL LONG RADIUS FITTING COMPLETELY ABOVE CEILING ANCHOR CONDUIT TO ABOVE CEILING BEVERAGE CONDUIT NO SCALE -m00% 11r } FI I■IsI■N- � STUD INSIDE WALL WALL OR PARTITION SEAL WITH SILICONE -II CONNECTIONS TO ROOFTOP UNIT NOT TO SCALE PIPE REDUCER FROM BRANCH PIPE SIZE TO UNIT CONNECTION SIZE AT UNIT CONNECTION STUB ONLY COUPLING GAS PRESSURE REGULATOR GAS COCK BRANCH PIPE: SEE PLAN FOR SIZE BRANCH OFF TOP TOP OF GAS PIPE SUPPORT PIPING ON ROOF PER SPECIFICATIONS PROVIDE 6" LONG DIRT LEG FULL SIZE OF BRANCH MINIMUM 3" ABOVE ROOF PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. DO NOT PROVIDE P —TRAP ON UNITS WHICH HAVE AN INTERNAL TRAP. REFER TO SPECIFICATIONS FOR MORE INFORMATION. PROVIDE BRANCH SIZE GAS COCK AND GAS PRESSURE REGULATOR. REFER TO FLOOR PLANS FOR PIPING AND GAS PRESSURE REGULATOR. REFER TO FLOOR PLANS FOR PIPING SIZE DOWN STREAM OF GAS PRESSURE REGULATOR. INSTALL GAS PRESSURE REGULATOR WITH PRESSURE RELIEF OUTLET FACING DOWN. MAKE 1/2" BRANCH TO TRAP PRIMER OFF TOP OF DOMESTIC COLD WATER BRANCH PIPE TD FIXTURE(S). INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM LOCATE TRAP PRIMER WHERE A HINGED, LOCKABLE ACCESS DOOR CAN BE PLACED IN FRONT OF IT AND IN AN ACCESSIBLE LOCATION. INSTALL TRAP PRIMER A MINIMUM OF 6' ABOVE FLOOD RIM OF FIXTURE BEING SERVED PROVIDE FLOOR DRAIN BODY OR P —TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE FITTINGS AND ADAPTERS AS REQUIRED TO MAKE WATERTIGHT CONNECTION TO DRAIN 4 WEATHERPROOF HEAVY GAUGE GALVANIZED SHEET METAL CAP ON CURB ± 12" x 12 x 6" HIGH CURB MADE WITH ROT —PROOF CCA TREATED WOOD ROOF HYDRANT REFERENCE SPECIFICATIONS AND SCHEDULES COORDINATE ROOF FLASHING FILL SPACE UNDER ROOF HYDRANT BODY WITH LOOSE FIBERGLASS INSULATION ANCHOR HYDRANT SECURELY TO ROOF STRUCTURE WITH CLAMPS AND BRACKETS FREEZE PROOF VALVE BODY WATER HAMMER ARRESTER, PDI SIZE "A" • PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUITE AUTHORITIES AND FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. TRAP PRIMER IN WALL NO SCALE FLASHING AND COUNTERFLASHING SCREWED TO CURB ■Ii AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. PROVIDE DISTRIBUTION UNIT(S) WHEN MORE THAN ONE TRAP IS SERVED BY THE TRAP PRIMER VALVE INSTALL TRAP PRIMER LINES DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" TYPE "K" SOFT COPPER TUBING. INSTALL WITHOUT KINKS AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN CONCRETE FLOOR IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM TRAP PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. CLAMP ROOFING FELTS AND CURB CAP IN FLASHING FLANGE OF YARD HYDRANT TO MAKE WEATHERPROOF SEAL AND PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS 3/4" PLYWOOD CAP WITH INSULATION UNDER CANT STRIP AROUND PERIMETER OF CURB DRILL HOLE IN ROOF DECK CONNECT 1/2" DRAIN PIPE TO TAPPED DRAIN HOLES. ROUTE DRAIN DOWN AND DISCHARGE WITH AIR GAP, SEE FLOOR PLANS FOR ROUTING DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH STRAINER UPSTREAM, SEE FLOOR PLAN FOR LOCATION WATER SUPPLY, SEE FLOOR SHUTOFF VALVE PLAN FOR ROUTING PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS. COORDINATE LOCATION OF HYDRANT WITH STRUCTURE LOCATE BACKFLOW PREVENTER WHERE ACCESSIBLE FOR TESTING. ROOF HYDRANT NO SCALE REVIEW ��CE CODE COQ APPRO OCI , >,) 201 City Of Tukwila ► �i �Te p1R5_20.1 IF • Ism l 1ST f A C h t o r n J- ,. v s. S n J -nio- r= ifom' Ph z: 9; 1.925 r 50.4 ax: 9 I.S . 6244 Erna i s r C 7 r SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, LL.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Far (816) 421 -1956 Fri HENDERSON gJ ENGINEERS INCORPORATED INCORPORATED 8325 LENE<XP. DRIVE, SUITE 400 LEN EXA, KAN SAS 66214-1895 PH 913.3117.5300 FX 91 3.307.5400 WWW.HENDERSONENSINEERS.0DM PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: C m c 16 THEATRES AT SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington ISSUE INFORMATION: KEY PLAN: JUL 1 2 ?nn7 SHEET INFORMATION: PROJECT NO.: 223- 383 -05 SCALE: AS SHOWN SHEET TITLE: PLUMBING DETAILS SHEET NO.: P401 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 5- 21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS J 3"VTR l 2" FD Tt. Vvp \/ (wco) �.2h (FCO) q. "OP Cep L a G ,r� P'� 3 4 CW � .� 4h S• \ Y 4 PS a 4h 2 h vz .Z A (wco) 2" CFD— ) t A-"G' K A-'' (UR -1 (wco) r, CWCO) 2h 2 "V 2 Y \` (FD -1) �5 i J 3, WASTE AND VENT RISER DIAGRAM NO SCALE Y � AGVI 2"C p � 3)'v 2 "W (TYPICAL) 3h (wco) / 3 „ (FD -1 °c ijP k COMBINATION WASTE AND VENT SYSTEM 4 °G Y w 4ff5 " CFD -1) 2C (TD) � TD ) `2' ti 2" (FD -2) t - -- 2 „ ewp (FCO) oce COMBINATION WASTE AND VENT SYSTEM 3"VTR (FCO) I (wco) Y ■. t iiii : L_— 2" 44 s \ (FD -2) (CFCO) '!„ wCO P � k 175 WASTE AND VENT RISER DIAGRAM NO SCALE (TD) f 4 (� COMBINATION WASTE AND VENT SYSTEM (wco Y —3"CWP — COMBINATION WASTE AND VENT SYSTEM CODE COMPLIANCE APPR oC `2, 2N1 Caw of - Moo B ILWWNG l F. F NM rte NM EMININEMESII e; 9' 1.325 04 max: 9 1 9 .0244 Email: -U 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 Fri HENDERSON W EN IN 6325 LENEXA DRIVE, SUITE 4 LENEXA, KANSAS 55214-1E195 PH "91 3.3 ❑7.5300 FX 913.3❑7.54C❑ WWW.HENDERSUNENGINEERS.COM PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: C 16 THEATRES AT SHOPPINGTOWN SOUTHCENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET NO.: E� ISSUE INFORMATION: C . Jul_ 1 2 ?nnt SHEET INFORMATION: P501 PROJECT NO.: 223483 -05 SCALE: NONE SHEET TITLE: WASTE AND VENT RISER DIAGRAMS DATE: INFORMATION: 4 -21 -05 FEASIBIUTY FLOOR PLAN 5 -4 -05 FEASIBIUTY FLOOR PLAN 5 -1 -06 30% TENANT PLANS 6 -7 -06 50% TENANT PLANS 7 -18 -06 75% TENANT PLANS 8-21-06 95% TENANT PLANS 1 -15 -07 100% TENANT PLANS e's L NATURAL GAS RISER DIAGRAM NO SCALE 2 -1/2 "MPG POINT OF CONNECTION TO LANDLORD'S SYSTEM (2 PSI WITH A PRESSURE DROP TO 1.5 PSI) LANDLORD'S DEVELOPED LENGTH = 225' AMC'S DEVELOPED LENGTH = 525' TOTAL CONNECTED LENGTH = 750' TOTAL CONNECTED LOAD = 2899 CFH R D Fns CODE COMPLIANCE APPR 7) 201 City Of TukOla BUILDING DSO a ma l•. SEAL: CONSULTANTS: Norton & Schmidt Consulting Engineers, L.L.C. 311 E. 11th Avenue North Kansas City, MO 64116 Ph: (816) 421 -4232 Fay (816) 421 -1956 rirp HENDERSON ■ i , ■ r11NCaRPORATED 8325 LENEXA DRIVE, SUITE 400 LENEXA, KANSAS 5521 4 - 1595 PH 913.307.5300 FX 913.30'7.5400 WWW.HENDER9❑NENGINEERS:G❑M PROJECT FOR: Copyright 2006 — AMC REALTY, INC. AMC REALTY, INC. 920 MAIN STREET Kansas City, MO 64105 PROJECT NAME: 16 THEATRES AT SHOPP/NGTOWN SOUTH CENTER 633 SouthCenter Drive, King County Tukwila, Washington KEY PLAN: SHEET NO.: ISSUE INFORMATION: C . r' ; JUL 1 2 ?nor SHEET INFORMATION: C SHEET TITLE: NATURAL GAS RISER DIAGRAM P502 PROJECT NO.: 223-383 -05 SCALE: NONE