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HomeMy WebLinkAboutPermit D02-011 - SOUTHCENTER MALL - CHAMPS SPORTS• . • • • • • . • • D02-011 Champs Sports Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: DEJAGER CONSTRUCTION INC Address: 75 60TH ST SW, WYOMING MI Contractor License No: DEJAGI *233K3 DESCRIPTION OF WORK: TENANT IMPROVEMENT Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049004 1040 SOUTHCENTER MALL TUKW CHAMPS SPORTS 1040 SOUTHCENTER MALL, TUKWILA, WA SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD MARY ANN EXPRESS PERMITS, 1327 POST AVE., SUITE H $92,750.00 SPRINKLERS N N N N N N N N N N N N DEVELOPMENT PERMIT D02 -011 Permit Number: Issue Date: Permit Expires On: Expiration Date: 12/31/2003 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: N Private: N ** Continued Next Page ** D02 -011 02/20/2002 08/19/2002 Phone: Phone: 800 - 281 -1518 EXT. 102 Phone: 206 -244 -2537 End Time: Fill 0 c.y. End Time: Public: N Public: N $1,563.34 1997 0023 Size (Inches): 0 Printed: 02 -20 -2002 1 City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Print Name: doc: Devperm • Date:C� C� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: /, N__( Date: 06 --a 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. D02 -011 Printed: 02 -20 -2002 • z zi ;DC Q J U U O: 0 • W = F CO LL w O; .2 lL ‹ Hw Z �.. .F— O: ZF— . W 2 U N . !O . 0 ir wW H U LL 1 . O: U , O .Z 1 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049004 Permit Number: D02 -011 Address: 1040 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/16/2002 Tenant: CHAMPS SPORTS Issue Date: 02/20/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 9: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: ** *FIRE EXTINGUISHERS * ** -UFC Article 10 and NFPA 10. 12: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 13: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 14: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 15: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) 16: Maintain fire extinguisher coverage throughout. 17: * * * EXITS * * * - UFC Article 12 18: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) D02 -011 Printed: 02 -20 -2002 1,;00 t +wnn.a: dbT'. +•+.e.«..v..�. . z w et 2 00 co w J H w 2 u.. 1 0 = W Z � I— O Z I 11.1 ui U� O— O I-- W W X u W Z U =, O ~ Z ti doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 19: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 21: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 22: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10- NFPA 13 23: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 25: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4- 5.5.3.1) 26: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 27: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 28: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 30: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) 31: Local U.L. central station supervision is required. (City Ordinance #1900) 32: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 34: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 35: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1900) 36: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 37: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device, (NFPA 72 (1- 5.2.8.2)) 38: Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) 39: In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to D02 -011 Printed: 02 -20 -2002 z w re 2 JU O 0 to 0 J = N w w w Q • D = w z � I- O Z I- w O • N O I— w w H� .. Z w • = z Signature: Print Name: doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 provide notification of fire at that location. (NFPA 1 -5.6) 40: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 41: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70- NEC 42: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 43: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 44: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 45: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. 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. 77:19,6 (,61_40 /rte 1 D02 -011 Printed: 02 -20 -2002 Date: Z H 6 D J OO • 0 Ili = � u- u O g 5 _ • a tL Z �; I— O Z • uj U � r . = V w Z, o Z Prole pt Name/Tenant: lu of Construction: Site ddres I /, it tate /Zip: Tax Parcel Numbe Property Owner _ Phone: 3 r j 3�b3 Street Address: 132 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: K.c nn I , P hone: 310. 3 2Sr . 00-0 Street Address: Engineer: Phone: Street Address: City State /Zip: Fax It: Contact Person: r , Phone: Street Address: City State /Zip: Fax It: Description of work to be done: _ Cor✓ 16r 5I ❑ Restaurant ❑ Multi-family y ❑ Warehouse ❑ Hospital ❑ Manufacturing ❑ Motel /Hotel ❑ Office /University El Other Existing use: Lia Retail ❑ Church School/College ,❑l Proposed use: LJ Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes IJ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Ono Existing fire protection features: El automatic fire alarm El none El other / - r �prinklers Building Square Feet: / 10 10 existing / (specify) Area of Construction: (sq. ft.) &' 6'k7 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes E no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ro ¶0 Commercial / Multi- Family Tenant Improvement I Alteration Permit Application '54 APPLICANT REQUEST; FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:: (Additlonalxevieivs may be determined. by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: ❑ Sewer Main Extension El Storm Drainage ❑ Street Use ❑ Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous El Flood Control Zone ❑ Hauling El Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: 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. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: CTPERMIT.DOC 1/29/97 CITY OF' TU-WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Date application expires: PLEASE SIGN BACK OF APPLICATION FORM FOR STAFF USE ONLY Project Number: Permit Number: Do-o I i Application taken by: (Initials) BUILDING. Vy ER O ' UT ORIZE AGENT: Signature: Date: i Print na e: n/ r ( J G �, /12q c (� � /�'� Phone! 3ir -- k� Fax #: Address 137 iiie s i p. 1 Cit /State /Zi y p rreiii c : ALL COMMERCIALIMULTI- FAMILY TENANT IMPROVEMENT/ALTERATION PERMIT APPLICATIONS MU' 'E SUBMITTED WITH THE FOL ING: Y ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENpINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUITED ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of Q those, identify by size and species which are to be removed and saved _ ~ 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change W of use only) 11. Location and gross floor area of existing structure with dimensions and setback 0 1 2. Lowest finished floor elevation (if in flood control zone) cn 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w w 9). -J II_ u_ ❑ Floor plan: show location of tenant space with proposed use of each room labeled u j O ❑ L'7 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 5 ,` any hazardous materials; dimensions of proposed tenant space. ❑ U Vicinity Map showing location of site F z = ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of W O uj rack. Structural calculations are required for rack storage eight feet and over. El 'Indicate Indicate proposed construction of tenant space or addition and walls being demolished 0 co ❑ Construction details oF- W ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of v — . O water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. v w ❑ L Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ~ H ❑ 17.71 SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ci Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorizeq Agent . If the applicant is other than the owner,: registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. CTPERNIIT.DOC 1/29/97 yJ .. •w •. I •:U+t♦ ...M asyrr .0 z inj r ' 1 VIM I a. VIM Palk /a Fa. al Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Current Pmts EXPRESS PERMITS BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z �. z w. r4 2 u6m• Parcel No.: 2623049004 Permit Number: D02 -011 0 O Address: 1040 SOUTHCENTER MALL TUKW Status: PENDING N 0 Suite No: Applied Date: 01116/2002 LU H Applicant: CHAMPS SPORTS Issue Date: 0 u- W O' Receipt No.: R020000053 Payment Amount: 1,563.34 g 5 u.¢ co Initials: KAS Payment Date: 01/16/2002 11:26 AM H W User ID: 1684 Balance: $0.00 Z . Z H' 1—O. Z 1— W • W D • O Type Method Description = W Amount F V - --, : ,. O Payment Check 15848 1,563.34 al Z' U z RECEIPT Description Account Code 000/322.100 000/345.830 000/386.904 944.75 614.09 4.50 01/18/02 16 Total: 1,563.34 04 :51 0097 2754 2754 01/1.0 9716 T01(L 1.563.34 CITY OF T UKWILA RECEIPT PW OCI' 944.75 P'W OCI3 61.E +.09 P'W DCIS 4.50 CHECK 1563.34 Printed: 01 -16 -2002 Pr . 5 : 0 At Azi c Type of Ins 'on: res : /Ot t)J C w - �I Date called: Dt Ito) _ pecial instructions: 1i eil____,PA I /0�. ,.� s W (�L,U 0-- �M Date wanted: �, 0� 1,i1 . equeste Rd.... Co Coll 4 4/ 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ; 4 1 44 . 0 t i,44. Authorized Signature FINALAPP.FRM , Sprinklers: Fire Alarm: Hood & Duct: ,N / Halon: /\/ Monitor: r"7 Pre-Fire: /,/ Permits: City, of Tukwila Fire Department Thomas P. Keefe, Fire Chief TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM , / /. n Project Name P p 17 S Address /(- Y o 1 A 4 / Retain current inspection schedule ( Needs shift insptCtion Approved without correction notice Approved with correction notite issued John W. Rants, Mayor Permit No.1,)0,2.- c'// T.F.D. Form F.P. 85 Suite # Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575 Si Project: A i t_ Cdnei/MpA. Type of Ins 9fctibn: ...W cf.....A.7 Ad)rbsi 15000ictinciti fil Date called: 5 . Special instructions: : Date wanted Da- m./ Requestwa Phone: i ftkpproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 to -0/1 Corrections required prior to approval. Date: L El $47.00 REINSPECTIONVFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. ,Call to schedule reinspection. Receipt't•lo: Date: Pr cry , 1114.--\ .. • fi Type of Ifispection: " " fi Date Ad ress: _ 1 S called: y( � 2 / o 2 Special instructions: • p Date wanted: 41 I Y;L *' loll Reques P h o n e : 24(9:2 r , • Ju: �:;`,�st . �i' rzrr' a ;U'.iB.'y;•'k "klnrn: ;tA'i:'r�;k • INSPECTION RECORD Retain a copy with permit D — 4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 r il Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: 4. $47. 0 REINSPEC 'r• N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: e li1�� ��Dt e Inspection: Type of Inection: kd(toe l ' = Addres : 1 bLi 5otom('m ., ,�� M Date called: 4 1 - C - 0,) , Special instructions: ' , Date wanted: , .` 7- 1 • (a .m ) p.m: Requester:.. Phone: :. . INSPECTION NO. Inspector. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188' (206)43 -3670 Corrections; required prior to approval.; COMMENTS: s`}'OC. it firs Q i n t^OVQ d yy 1 t .Y e) va4 Brit cQ Date: -o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee 'must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -Projest9 / / - ( 'i114 .- ,,,f - yT wysuction: , z X..-ei Address: Date call ed Special instructions: z Date wa44..... a.m. ICT Requiter: / .....41) INSPECTION RECOR • Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION !•?:'!:,, 6300 Southcenter Blvd, #100, Tukwila WA 98188 • .:•-■ • • . • , •• ••• • ; ' PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: N Insp c 0?A /t/tit. 4 .00 REINSPECTION IEE REQUIRED. Prior /o inspection, fee must be paid t 6300 Southcenter Blv , Suite 100. Call to chedule reinspection. e eipt No: CM.) Date.z./. ()2, Date: - 4;t4t'i -1,04.4;f "mmE ocriveoz&- F/Q gfrol /A,7-6 4,pechiet • Typegj. Inspection: j ,, 7 . ,..0.-,;(. 7 C‘liellibo 4 () c i , f - s - 7 - - . . . o m /1 R e l i c ; I I -Spine -lop Pawl . S'critm (4/41/ Re)71/.5 pormi/ . TA — Appie4/Fol ("&r.m. Requester: 7 Phone: Project / i • ." -7 .5' (hoie..25) Typegj. Inspection: j ,, 7 . ,..0.-,;(. 7 Address: . ,, & 4 /0 tcfe--44A4.---n-b; / 7/ 1 0 Date called,: V '7" Special instructions: • Date wanted: ("&r.m. Requester: 7 Phone: • INSPECTION NO. • CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-670 Approved per applicable codes. ri Corrections required prior to approval. 'I spec r: 4 ) Receipt No: Date/_ 3 47.00 REINSPECT! N FEE REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Calf to schedule reinspection. Date: < • Z L • A 6 0 O 0 • W LLJ O U. 'U 2 g I Z I— 0 Z W 2 O m 0 == 0 1— tU I 0 I— ?— I I • Z ILI O (1) O 1— Z Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pr jer e A dress. Special nstructions: pr�o- 1/ Type nspection: ;; Date called ( Date wanted:: ` a pp Phone: Corrections required prior to approval; COMMENTS: .00 REINSPECTION F E REQUIRED. l r ior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3 — Date: Project Info Project Address Champs Sports - SouthCenter Nall Watts/ Fixture Watts Propdsed Date 1/10/02 RETAIL STORE 633 Southcenter 3666.0 10998.0 For Building Department Use CFL, COMPACT FLUORESCENT DOWNLIGHT Tukwila, Washington 98188 -2888 42.0 630.0 Applicant Name: M- Retail Engineering 136 50.0 Applicant Address: 750 Brooksedge Blvd., Westerville, OH 43081 Applicant Phone: (614) 818 -2323 NON -SALES BF, EXHAUST FAN WITH 100W INCAND. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Propdsed SALES RETAIL STORE 3.00 3666.0 10998.0 SALES CFL, COMPACT FLUORESCENT DOWNLIGHT 15 42.0 630.0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area SALES RETAIL STORE 3.00 3666.0 10998.0 SALES CFL, COMPACT FLUORESCENT DOWNLIGHT 15 42.0 630.0 SALES TRACK, WITH HALOGEN AND FLUORESCENT HEADS 136 50.0 6800.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 10998.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES Al, 100W METAL HALIDE 24 100.0 2400.0 SALES CFL, COMPACT FLUORESCENT DOWNLIGHT 15 42.0 630.0 SALES TRACK, WITH HALOGEN AND FLUORESCENT HEADS 136 50.0 6800.0 NON -SALES Fl, 8' STRIP FLUORESCENT 15 64.0 960.0 NON -SALES BF, EXHAUST FAN WITH 100W INCAND. 1 100.0 100.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 10890.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) 2 0.2 W/ft Htt.;tt CITY OF T kD Parking (reflective paint) 0.3 W/ft Open Parking 0.2 W /ft l A M ' ') i in Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft PERMIT CENTER Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 2001 W"Zin ton State Nonresidential Ener Code Coma' o Form Lighting Summary LTG -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 . KJM Project Description ❑ New Building ❑ Addition El Alteration Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting 'Wattage (Interiu)st all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior se mfgr listed maximum • input wattage. For fixtures with hard wires Daltasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. DO oIgfr4oa,OO ,,. �r u,% :t "st „n.��:+�w;;••i^s : >!,: .�,�<s.. !:: W 6 U 00 N 0 W W H • W WO 2 J IL.? N tD = W H = Z I. O Z F— W • W • 0 O O I- W W H L O Z = 0 F- Z Lighting Permit Plan. hecklist LTG -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Address Champs Sports - SouthCenter Mall Dat 1/10/02 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E2.0 yes 1513.2 Area controls Maximum limit per switch E2.0 1.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations 4.a. vertical glazing Indicate vertical glazing on plans 6.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E2.0/E3 .0 1513.5 Exterior shut -off Schedule with type and features, indicate location /1. a. (a) timer w/backup Indicate location / a . (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n. a • 1513.6.1 (a) occup. sensors Schedule with type and locations n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans //1 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E2.0 1.a. Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency • ■ 2001 Wa�' State Nonresidential Enerav Code Comr" 'ce Form If "no" is circled for any question, provide explanation: z w . QQ • 2 JO O 0 N 0 Lu J= H W LL,. W L • Q. co = CJ W Z = H O W ~ • W U � O - O 1— W W E- H LL- .. W H am . 0 z 1 Start -up This template file, MECH01.XLT has electronic versions of the 2001 compliance forms. Copy it into the XLSTART subdirectory under the EXCEL directory. Open a working copy of this file with the "File New" menu command. Look for "MECH01 ". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen. (If you don't see the tabs, visit menu option "Tools- Options -View -Sheet Tabs ".) You may visit each form by clicking on its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start filling forms, you must save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Around Each form has two pages (front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right, below, or sometimes to the right and below the first page. Filling Fields All project info and the date for all forms is entered once on "PRJ -SUM" and automatically reproduced on the other forms. Always fill in the heading of PRJ -SUM, even if you will not be using that form. The other forms have a reminder to do this. Only fillable fields are accessible. If you try to edit any other field, you'll get an error message. You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go, use the mouse. Avoid excessively long text strings when entering information. In some cases, text that extends beyond the available space will simply not be seen. In most cases, the text will wrap within the cell. This may force part of the form onto a new page To enter the date, use this format: mm /dd /yyyy. For example, you would enter 7/2/2001 or 12/15/2002. On MECH -MOT, horsepower (HP) is displayed in fractions, but may be entered any way. For example, 1 -1/2 may be entered as "1.5" or as "1 1/2". Check boxes can be either blank, or checked -off with an "x" shown in the box. To toggle between cases, click the box with your mouse. Radio buttons (circles) are either filled or unfilled. Only one in a set may be filled. Drop -down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation, click anywhere in the space to edit. Your cursor will become a text editing insertion bar and you can edit as with a word processor. Personal- izing You can personalize the forms with your company name, address, phone, or any other information. This is done by editing the footer using File Page Setup Header /Footer. You can then save the file under a new template name and re -use it again. Adding Lines and Removing Many tables, such as for listing equipment types, have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version, you can add additional lines to the table. To add additional lines where this feature is available, click on the " +" button with your mouse. This button is located to the right of the sheet. If you can't see it, scroll right (or change the View Zoom setting to 83 %). To remove lines that you have added, click on the " -" button with your mouse. You cannot remove lines that were not added; an error appears if you try. If you add additional lines with this method, the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts installed under Windows: Arial, Times New Roman, Courrier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing, you may have a shortage of printer memory. Try printing problem pages individually. By default, only selected forms are printed. To select one or more forms, hold down the Ctrl key and click the tabs of the worksheets you need. Issue the File Print Selected Sheets command. To print the entire set, use File Print Entire Workbook. Clean Forms It is possible to print clean, blank versions of these forms for hand filling. To do so, delete all of the heading information at the beginning of PRJ -SUM, and make sure that all fillable cells in the forms are empty. Then print the clean forms. For each radio button group, there is a button labeled "Clear ". Clicking this button will clear the other buttons so that they will print as emit circles. The "Clear" button will not print. Partial Form Sets ` , • Ms to this file: EMV01 -1.XLT (climate zone 1 envelope requirements); ENVOI- There are three ;; f • ; • •' i 2.XLT (climate zone 2 envelope requirements; Itg01.XLT (Chapter 15 lighting requirements). ILL1 I ,, 2 fil l? L J 201 Wa, on a onresiden ial E er• Cod- • c- F• u Instructions for Electronic Forms PERMIT CENTER June 2001 - KJM Doi - oil /MOOO4 D`•Cb:; °ill %'i?i ? i;YZy, -s:�j? r�., g�.��. ,,.rwq,�? =rG. -,:v 5'r.t`;: rr:r 'r. , C rq z } ,z • W 00 • 0 LU t- W O g u- to D I �.W Z H O W ~ ui U O N O 1- W W H 0 u •• z W • = O ~ z ''��nlnn C {�4n Alnnreelrinn4i�l Cnnrnv rnrlc (:mm� 1 ��..... �....._ .._...�_.__...._. _.. _. a ---- --... Forms in a set m. ,ot be deleted, because the file is lock� ed, but you ni iot print all the forms, as explained in "Printing" above. MECH- SUM If your building has both Simple Systems and Complex Systems, you must use separate copies of MECH -SUM for each type. Two copies of the form are provided for this purpose. Re -Calcu lation As this is a large file, it may respond slowly to changes if it is set to automatically re- calculate after every action. To set calculation to manual, visit the "Tools-Options-Calculation" menu item. Then manually recalculate using the F9 key. ''��nlnn C {�4n Alnnreelrinn4i�l Cnnrnv rnrlc (:mm� 1 Project Info Project Address Champs Sports - Southcenter Mall Date 1/9/02 633 Southcenter For Building Department Use Tukwila, Washington Applicant Name: M- Retail Engineering Applicant Address: 750 Brookesedge Blvd., Westerville, OH 43081 Applicant Phone: 614- 818 -2323 el - ie ni lE er e Project Summary � j. e 1 PRJ -SUM 2 2001 Washington Stale Nonresidential Energy Code Compliance Forms June 2001 • KJM Project Info Project Address Champs Sports - Southcenter Mall Model No.' Date 1/9/02 SP' 633 Southcenter Flow Control For Building Dept. Use Location Tukwila, Washington Applicant Name: M- Retail Engineering Applicant Address: 750 Brookesedge Blvd., Westerville, OH 43081 Applicant Phone: 614 -818 -2323 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service Location Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency { Mechanical Surnma 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 204 A - ~• •i a - k •ir ' d ial E r• •• - C• " e F•ru MECH -SUM Include documentation requiring compliance with commissioning requirements, Section 1416. June 2001 - KJM Compliance Option Q Simple System O Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested accord ng to Table 14 -1, 14 -2 or 14 -3. 3 If equired. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). d4iBtaarrrerrr•smrrsiona�.m '..i � yrwv ..o 4 iWowirm».Mm wi'ti,wom, *4 , i'Wmass . wp?tkWrs'ori" it '"?""i"g494r?*"M,tmdsPrGti .4147. s. '4'� ltf 3Nt.+R;IPf}Irt"r"4" ,) Z w J U U 0 W = J i- w • } g J IL < I w Z = I— 0 Z ~ • w U � 0 Y O l-- w • w LL' O Iii Z U� 0 Z System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh ❑ Economizer included? or 1900 cfm? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 2.. •n. o S - - •, - Mechanical Summa (back) Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Yes Yes P. Heating/ Cooling or Cooling Only C Reference Section 1421 Yes Yes Yes n n- • • on' c- •ru MECH -SUM Yes Yes Reference Section 1423 C Reference Section 1420 Yes Simple System l Yes Allowed • Use Complex ( Reference Systems l Section 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Project Info Project Address Champs Sports - Southcenter Mall Date 1/9/02 CFM 633 Southcenter For Building Dept. Use Flow Control Tukwila, Washington Applicant Name: M- Retail Engineering Applicant Address: 750 Brookesedge Blvd., Westerville, OH 43081 Applicant Phone: 614 -81e -2323 Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SW HP /BHP Flow Control Location of Service AHU -1 Trane Existing 3500 - - Cv - - Roof Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Accu -1 Trane Existing 150000 - - - - Roof Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh • Efficiency" UH -1 Qmark MUH03 -81 10200 350 - - - - 20 W� 1 on S a N nr i e ial Ener. Cede omr "•nce Fo Mechanical'Summa tt . • I. u MECH -SUM 2001 Washington Stale Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Description Existing Split DX System to Remain Briefly describe mechanical system type and features. Compliance Option 0 Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1 If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: a Constant vol? ✓ Air cooled? a Packaged sys? <54,000 Btuh or 1900 cfm? E Split system? fl Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 201 W: ""'`n • • i e N. re 'd n i n r Mechanical Summa (back) .. - • MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only no no ati ( Reference Sec. 1421 J Econo Included? no yes no Reference Sec. 1423 Simple Sydem AI l ov�ed Reference Sec. 1420 x yes yes yes - •r� no Use Complex Sydem Reference Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Z ' IZ re 6 J U U O N O W= W Q . fn D = t• _. Z �. ZO O W Lu O -. :0 I— W W . E- U; r . W 16 O LL • co Z Mechanical 2001 Washington Slate - Compl - Systems Checklist MECH -COMP Nonresidential Energy Codo Compliance Forms June 2001 - KJM Project Address Champs Sports - Southcenter Mall Date 1/9/02 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH - CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n' a ' 1431.1 Field assem. sys. Provide calculations yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans M1.0 yes 1432.2.1 Air system reset Indicate automatic reset M1.0 n.a. 1432.2.2 Hydr. system reset Indicate automatic reset n. a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption n.a. 1434 Separate air sys. Indicate separate systems on plans n. a. 1435 Simul. ht & cl g' g Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency Ml . 0 n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup If "no" is circled for any question. provide explanation: Section 1432.2 Hot Water Supply Temperature Reset Required '�inntnn Sfatc Nnnracirlanrial I nPMV Cnrle Cnm ► "1 r -Yes Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here 1 Section 1411.1 Equipment Efficiency Shall Meet Tables 14- 1 through 14 -3 apacity of H Heating System > 00,000 Btuh Air System Serving Multiple Zones? No T Yes -1► Yes -► (continued on back) Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required Section 1432.2 Supply Air Reset Controls Required a Z ~W 6 0 CO JF . N LL W O u. co CI I Z � I— O z l- uj . U D O N 0 W W 1 O o .• Z W to am . O Z -ss u• •s - t►•s - lieu I• Es- • MECH -COMP Mechanical - Compl - Systems (back) 2001 Washington Stale Nonresidential Energy Code Compliance Forms Section 1412.5 Provide Microprocessor Heat Pump Controls No No Motor Eff. Included In Equip. Pert. Rating? ulti -speed Mo in Multi-speed system? Section 1436 50% Effective Heat Recovery Required Section 1412.6 Modulating or Staged Combustion Controls Required Section 1433 Air -Side Economizer Required Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes —► Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Makeup b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity - F. it Section 1437 Motors Must Meet Efficiencies in Table 14.4 otal Bldg Capacity >240.000 Btuh or % of Tot Yes June 2001 - KJM No ystem or Zon w/ Simultaneous Htg. & Clg.? k'�.4!$Ii 195!. `.lit'�r11 M1tit .C1 d'ahi n+�: ?. alImi- Ya5L i1` %fi Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 I , A 1 • • 1 - - 1 . • 1 - • - • - 1 - • • • - • • - • 11 Electric Motors MECH -MOT 2001 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame Induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location AHU -1 Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP Champs Sports - Southcenter Mall Type (open /closed) Description of Application or Use Existing air handling unit to remain Date 1/9/02 For Building Department Use Synch. Speed June 2001 . KJM Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. .n+,.•••x,al 4412 NIA WVI Cek: ris wnn r t z � r O 0 W a CO 1.1J -i _ w 0 g Q co =d . w z = t- o z I w • w • 0 O • N O H w w - H u- O .. U= O~ z Mechanical Permit a .ns Checklist MECH -CHK 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Address Champs Sports - Southcenter Mall 'Date 1/9/02 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section 'Information Component Required (Location I on Plans `Building Department I Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M1. o yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M1. 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M1. o n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum yes 1412.3 Humidity control Indicate humidistat M1.0 yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M1.0 yes 1412.4.1 Dampers Indicate damper location and automatic controls M1. n.a. 1412.4.2 Optimum Start Indicate optimum start controls n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M1.0 yes 1422 Thermostat interlock Indicate thermostat interlock on plans M1.0 n.a. 1423 Economizers Equipment schedule 1413 Air economizers n. a . 1413.1 Operation Indicate 100% capability on schedule n.a. 1413.2 Control Indicate controls able to evaluate outside air n.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M3.0 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M3.0 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M3. 1416 Completion Requirements n. a. 1416.1 &2 Drawings & Manuals Indicate requirement for record drawings and operation docs. yes , 1416.3.2 Air Balancing Indicate air system balance requirements M2.0 n . a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements n.a. 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report n.a. 1424 Separate air sys. Indicate separate systems on plans yes Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Attache d SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank M2.0 yes 1442 Shut -off controls Indicate automatic shut -off M2.0 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1453 Pool heater controls Indicate switch and 65 degree control h. a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover If "no" is circled for any question. provide explanation: t 't• • =r ti f,i;iYa: 0 .40' 2001 Wr°' State Nonresidential Enerav Code Corr' "1nce Form . �1: a ae.. ..,- ,.e•.. .m.M. �:..m*„a..,p. �+ want: s..,..rr.•• «�.»�ne•,h�"rnzsnni! ill !!Fanuriny�+�.w ^a•vzrv.M':w^!•l m <�.oc, z ~ W ce _1 U O N D co W _ t- • LL W O 2 u. N = W H Z � I- O Z H UCa ON C H W 0 F: 11 0 .. Z W = O~ z 1 Mechanical Permit ' - ns Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK June 2001. KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 -1 through 14 -3. If a nationally recognized certification program exists for a product covered in Tables 14 -1 through 14 -3, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Pack electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each one shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. .M4.0,Q4.14uskiw Kvtl4a: K•e.h ►•� - .-1 . 1- I ••- .s ...r, • - • Si u.rwvr.n u.. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include t,ncroprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizer shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu /h may Include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall b insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) srvir4 ,ncksFY!*.•�v0.*1 e N'sr*1. '"�*Y!ri.V�ai+p`+�+hTt!n Z W re 6 0O • 0 W 111 J = t- N W W 2 g Q Z I - Z = E- O W ~ W U � O N O F- W w H H U. O 0 .. Z W Z EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 Mechanical Permit ' - ns Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK June 2001. KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown In Table 14 -1 through 14 -3. If a nationally recognized certification program exists for a product covered in Tables 14 -1 through 14 -3, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Pack electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each one shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. .M4.0,Q4.14uskiw Kvtl4a: K•e.h ►•� - .-1 . 1- I ••- .s ...r, • - • Si u.rwvr.n u.. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include t,ncroprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizer shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu /h may Include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall b insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) srvir4 ,ncksFY!*.•�v0.*1 e N'sr*1. '"�*Y!ri.V�ai+p`+�+hTt!n Z W re 6 0O • 0 W 111 J = t- N W W 2 g Q Z I - Z = E- O W ~ W U � O N O F- W w H H U. O 0 .. Z W Z ACTIVITY NUMBER: D02 -011 PROJECT NAME: CHAMPS SPORTS SITE ADDRESS: 1040 Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # DATE: 01 -16 -02 After Permit Is Issued DEPARTMENTS: Building Division We— ( -30-o2 Public Works yL.., I rim 1- I IDS- Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 1( REVIEWER'S INITIALS: DETERMINATION OF COMPLETENESS: Complete Fr TUES /THURS ROUTTNG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 week Fire Prevention Prii) I Structural Incomplete (Tues., Thurs.) Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions I I REVIEWER'S INITIALS: PERMIT COORD COPY Planning UL Division rti I - -o Permit Coordinator DUE DATE: 01 -1 7-02 Not Applicable No further Review Required DUE DATE 02 -14 -02 Comments: DATE: Not Approved (attach comments) I I DATE: DUE DATE Not Approved (attach comments) DATE: ST z w re 2 6 -J U O 0 co 0 w I U LL w 0 u. _ • a . I -w Z = W w U 0 (12 . 0 I— w W 1C 0 I- ..z O z Please Route DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D02 - 011 PROJECT NAME: CHAMPS SPORTS SITE ADDRESS: Original Plan Submittal DATE: 01 -16 -02 1040 Southcenter Mall SUITE # Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued Complete Comments: PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: REVIEWER'S INITIALS: Incomplete Structural Review Required JeAk. Structural APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved ith Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Approved with Conditions n REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 01-17-02 No further Review ' equired DUE DATE 02 -14 -02 yr Not Applicable n Not Approved (att ch co ments) DATE: ( _ ? DUE DATE Not Approved (attach comments) n DATE: z w JU 0 0 rn c J F- U) O w LL < I CI I- Ili Z I- O Z !— u! o U O = 0 l-- wW u_ Z U = . 0 I— Z PERMIT NO. :bC) BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 , WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection 815 Lighting and Controls 900 Suspended Ceiling 1000 Interior Wallboard Fastening 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑� i400 Final -Fire 1700 Final- Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: Cv WIW.XwnM^i CONDITIONS 10001 ❑ 10002 10003 10004 10005 ❑ 10006 ❑ 10007 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division Plumbing permits shall be obtained through King Co Electrical permits obtained through L & I All mechanical work shall be under separate permit All permits, insp records & approved plans available All structural concrete shall be special inspected All structural welding shall be done by WABO certified inspector All high - strength bolting shall be special inspected Bolts installed in concrete shall be special inspected When special inspection is required...notify Tukwila Building Division The special inspector shall submit a final signed report Any new ceiling grid and light fixture installation Partition walls attached to ceiling grid Readily accessible access to roof mounted equipment Engineered truss drawings & calcs shall be on site Any exposed insulation backing material shall have Subgrade preparation including drainage, excavation A statement from the roofing contractor verifying fire retardant class of roof 10019 All construction to be done in conformance ‘v/approved plans ❑ 10008 ❑ 10009 ❑ 10010 ❑ 10011 ❑ 10012 ❑ 10013 ❑ 10014 ❑ 10015 ❑ 10016 ❑ 10017 ❑ 10018 ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected [?!C 10027 Validity of Permit ] 10028 Rack storage requires separate permit )tc 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC 10041 Ventilation is required for all new rooms & spaces ❑ 10042 ❑ 10043 ❑ 10044 ❑ 10045 Plan Reviewer: Permit Tech: Fuel burning appliances Appliances, which generate Water heater shall be anchored Reroof "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Date: l 150 0 Z f \� Date: — 61 2 Z W re 6 J U 00 W = -j1— WO ga w d . W Z = W O W U� O D O l- W W H 0 : U. Z 111 U= 0 1- Z ACTIVITY NUMBER: D02 - 011 DATE: 01 -16 -02 PROJECT NAME: CHAMPS SPORTS SITE ADDRESS: 1040 Southcenter Mall SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions Fire Prevention Structural x REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 01 -17-02 Not Applicable No further Review Required DUE DATE 02 -14 -02 Not Approved (attach comments) DATE: / "AV' 0 DUE DATE Not Approved (attach comments) DATE: z 1 w 6 J o. 0 CO 0 ill w L 52, w ? 1.- 1— 0 Z F— ui O • N O 1— w u.1 • 0 u" O .. z. co 0 1 " z 1 NOTICE: IF THE DOCUMENT iN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 011 DATE: 01 -16 -02 PROJECT NAME: CHAMPS SPORTS SITE ADDRESS: 1040 Southcenter Mall SUITE # x Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 II n Fire Prevention Structural Structural Review Required Planning Division Permit Coordinator Not Applicable DUE DATE 02 -14-02 DUE DATE: 01-17-02 n No further Review Required \. N. DATE: \ " \ — 2 — Not Approved (attach comments) DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4topoi.:jcpy;eilbmran!Ar )141 -t*O0 1,4.0; A,4:5r?RoSsoe iraa:x4g1"70t itiat7k'*tNYt/e$5P.S* "1. r.,y *wetmr”=, z 1 ~ w oc� JU 00 co O w= w u-Q = ~ w z = H O Z I- U O N O F-. w w • o z iui U= z ACTIVITY NUMBER: D02 -011 DATE: 01 -16 -02 PROJECT NAME: CHAMPS SPORTS SITE ADDRESS: 1040 Southcenter Mail SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route PLAN REVIEW /ROUTING SLIP x TUES /THURS ROUTING: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: - --- -1L APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 I I Approved with Conditions CORRECTION DETERMINATION: Fire Prevention REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 01-17 -02 Not Applicable No further Review Required DATE: DUE DATE 02 -14 -02 Not Approved (attach comments) DATE: DUE DATE Approved I I Approved with Conditions I I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: z Z re J U U N � J CO U. wO 2 < � w !- _ F - O Z 1.11 uj O 52 w w u_ W co O Z F625.052.000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. 1 • rrr Detach And Display Certificate r.wr s vrAtfi u.�Mar.. P DES.AbER E.dONSTRUCTION` JINC:' 75 '60THST'• SW :`. ' WYOMING` MI • 49548 : REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST. # EXP. .DATE' +.;' CC01 DEJAGI *233K3,•12/31`/:203' EFFECTIVE -'DATE ' /1977 DEJAGER.' CONSTRUCTION INC; 75 60TH ST SW—.? , WYOMING MI 49548 Signature Issued by DEPARTMENT OF LAB' AND INDUSTRIES) Please Remove And Sign Identification Card Before Placing In Billfold z F re 2 6 J U V 0 N om W • = J } — : • w w LL. I _. z � 1-0 '. z o H— w w , I- 1. H Z LLI U x 0 F- z Need Current. Contractor Registration Card: Need to Enter Contractor Information in Sierr 040,0/2002 TtE 22:43 FAX 616 .; 9888 Uejager Construction , 04/29/21;02 14:33 FAX 161 94321 KENNETH L BUTTS i I (ENN MUTTS BATE: TIME. FROM COMPANY: TELEPHONE: PAX: NEMARKS: RFNNETH L 8U" Tr • ARCHrTCCT.UA • t7e :Y/.ilF.h Ack HwA0 -13Eu. CI 1YO L. u Q. 1NI 91307 • PHONC (e .4M FAX (lllj W -4 , pk pc3.1 m�h7 Fir ( ..•ri �!' FACSIMILE TRANSMISSION COVER SHEET This tray mission consists of the Cover Shoot and ( pages). TO: eteP COtv1PANY: TELEPHONE: Ci/v + liete FAX: _ b�D `9P' * V * * * * * * * * * * f * * * k w * 11r * * X * * * * (81 t) 999 -42 (818) 999 -4321 KENN BUTTS ARCHITECTS. AlA z 001/014 II Al rC Aetcw 2002 3UILO J( DEPARTMENT oa r r< 12nin IF YOU EXPERIENCE TROUBLE WITh THfr TrIANSMISEiC1`i CALL ENDER AT (8 8) 999.4272 z w o QQ r JU '0 O. W =� w O: • 9L Q = a w H = Z 1- O. z I w D o O N' .111 uj � U L z ui — I O ff" ., .z ahn james dunaway O 9888 iDeJager Construction ai U4!3(/2002 TUE 22:43 FAN 616 V0 9888 DeJager Construction U11r2UO2 14:3Zt FAX 18 991321 ZEKNETH L BUTTS KENN ©UTTS x1r Jr4 4 1.. PUTT& 3 AnCP E;,! MA I 1 =1 Mrizucarli RCM; • nal CANYON. CAUFOF1N?i • Yr • P!iCNE tut* w.4z/2 FAX (6 ass TABLE OF CONT(:NTS DESCRIPTION CO/c$ PAGE DACE N0, TABLE OF CONYEN7S SCOPE: PARAMETERS AND SPECI If_AIIONS 144 "H x 45 "W x 24 "D FIXED UNITS 4 2 4. ,LOADS a LISTRSBUTION — FIXE17 S LONGITLThNAL ANALYSIS — FIXE1} b OVERTi RN4NG ANALYSIS 7 . OVERTURNING ANALYSIS- WALL 8 COLUMN ANALYSIS DOULE REVXT BCAN ANALYSIS t. 4. IR Z014/014 to On 1 04/ :3)/2002 TUE 22 :44 FE 616 5'4 9888 DeJager Construction 04; 'S s' uuz P'A$ J•: ' 1e :-14:5':J. ALINAL•La L 13L{'.L SCOPE THE .'ANALYSIS OF THE LIGHT .DUTY FIXED SHELVING UNITS TO FETERMINE ITS • CO;1PLXANCE WITH REGULATIONS SET BY SECTION 1632.21 OF THE 199' UNIFORM BUILDING CODE WU() AND SECTION 2228.5.2. SHELVING [JNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING LArERA.. FORCE f•ORMULA; •V - 2.SCaZL.'R 1997 UBC SECTION 1632.25. SPECIFICATIONS MAIN STEEL RIVETS ROLTS SHELVES SLAB SOIL NOTE: KENht L SUITS • MCMTEGT ttA• g4 $TAg6„'9ACr RO.►6• in.. CANYON, CAUFtrwra& atat/ • NONE (air, pa 4277 FAX (916• V69.434 Fy = 3 .9,DQ0 PST MIN. YIELD STEEL Fy 45.Ot U Pa]: MIN. / L P X gr . cc ENT HT ' +T r UIK #46E7) OR EQUIVALENT PER BASE PLATE FOR 48 "x1 FIXED U IT. S /A" THK PARTICLE BOARD 4 "* 2Raa PSI 500 PSI 90LT TT . C. E,. Q. Z004/014 'tU4 Tf 16/02 02 068 ' STABILITY OF SHELVING UNITS IS TOTALLY DEPENDENT ON ITS 310i1ENT RESISTING FRAM ACTION. NO BRACING, JR BOLTING IS UTILIZED UNLESS EXCESSHEIGHT TO WIDTH RATIO DICTATES. ALL SHELVING UNITS WILL HAVE T2C SAVE DESIGN. ! ,REGARDLESS OF THE NUMBER OF SHELVES- i • ,x • i�ildNf 1161l"•ert.X{'+. ": ' wAli `b5ki•• f 46 =VaA- : ] i�• ' Z z re LI 6 -J C.) U 0 to 0 J W O co Q = - _ Z I— O W U 0. O N al L O W z U = O Z stationary shelving elevation NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DeJnger Construction loads and distribution calculations longitudinal analysis connection moment overturning analysis top shelf height fully loaded top shelf loaded OVERTURNING ANALYSIS At•1CSOB GE ANALYSIS t1JAU -- THE MAST .FG2 CE Ok' "':E A1 W..r."sL AX .'7.iT.IEMZ,VEG USING THE ST?).B I LIzING 11O(€ CF.k RTFID BY THE WSIGIIT OF THE SH LVITNG Dist 1) , AND Tax i hthiL ANCHORAGE (M5t J . THE UNITS ARE ANCE ?RED TO THE STEXI. 'WRAP WHICIi IN TURN IS ANCHORED T) THE 5TZEI STUDS; W, WITk I0-14 TEC 'SCREWS. ('SELAR tJR 71.11.Artng 1(8 LIS. PULLOGT 55 LHS column analysis double rivet beam analysis kwik bolt ii and post nut kwik bolt ii anchors SECTION PFIOPER11Et3 FilveNte POSTS AAP &am NI X ' I y 1413A. STANDARD and HEAVY 1111votilite Fy 111 50,000 pal 140A STANDARD iund 1-EAVY Favetrite "ME POSTS otow s1p. ANGLE 0.000 O. 5206 0.5206 0.2710 0,037g 0,0370 0.0103 0.0.3 53 0,0353 0:428 9 - 1 .... NW. ANGLE 0.1 sea 0. 85,91 0.4561 0.4476 0.04947 0.0047 0.0327 0.O41 0.0641 0.55211 - to used 1 518 '. TEE 0.2691 04456 0.6513 .- 0. 0801 0,1142 - 0.07 8S1 0.0761 - 0 1 HEAVY TIM 0.3631 as ummd 04163 0.63Z9 .- 0.1435 0,27'33 - 0.1146 0.1 400 - 0.6054 t265' ••••••••■■ ANOIX Paella SECTION PFIOPER11Et3 FilveNte POSTS AAP &am NI X ' I y 1413A. STANDARD and HEAVY 1111votilite Fy 111 50,000 pal 140A STANDARD iund 1-EAVY Favetrite "ME POSTS 1••••■...0 •••••••••■•■■■....M■•■•■■■•/..• ......■••■•.•■■•*4 -- M............./0111.0.11M.al••••■ ilteAM TYPE firo, 0:1a3u F BEAU a* * OH ) • - lg , 1 1 " Me I y ,v *O °K.X 3 3 V4 Cite : 4114) 3 9 Ye(' ote VI Ell X1 2 mo a") om . 0000 01719 0.4143 • a IOW 4 ' 0.0170 .: 0-3630 0.0090 1,02.51 10549 U&304 . . . 03500 ......- WY., DtIrrY Atacaz . CLOTS 020e aarto C3,1296 002%5 Q.20.57 ......- C■looe 10571 __ 1.;.5 1 0 I __. ___ .... 0,23111 I KW. DUTY GNAW. QD7 I45 MOODS 110.2p00 0.0406 i 0, 2950 ... 01305 15 0470■32 Cerit191 INLIPPORT OWNS. awe 0231$ - ‘ - - Q lette - .. 141,75 • IA/5 f . DECk-oVER CUrreffir 1 BEAU . . trill() Wage _ 6.3540 omen - 02241 a miaow ..--. 0.50_1__W3114 ••••• •,••••• . 11.51304 , 1,51390 ... 00a711 C.S=0 5 • a 191rANDARD and 1-11iAVY • DUTY ANGLE BEAMS ••'••••••.4.••••,•••••••••• • ••••• SECTION PROPERTIESit. 'E.‘••■•••i•Sit• HEAVY DUlY CHANNEL BEAM AND CENTER SUPPORT MEMBER RivetRite BEAM Xa Y2 r — ":•••••••••-• • • •••••••••••••••••••••• Y , DECK OVER SUPPORT BEAM • •S' • Iii z r4 - D —I 0 00 CO al i lo ILL ui 0 2 AL a CO - • ; 11J • I Z 1-0 Z u.1 uj 2 D' 0 a 1:1 uj . ' 0 • o • „ z • I" (1) • 0 • 0 TENANT IMPROVEMENT WORK FOR cr > � j \ SOUTHCENTER M SEPARATE PERMIT REVISIONS 1 REQUIRED FOR: N To , E��I / iRECHANICAL L�1 ELECTRICAL , .,....._..._._.. UMBiNG GAS PIPING CITY OF TUKWILA. BUILDING DI'CIC.1 SOUTHCENTERPKWY&TUKWILAPKWY CITY JAN 3 1 TUKWILA,WA 98188 Da_ot a��� to _� _ = a Of e dezd. tractor's copy c approved / . s _ c .owl� Date _ - z Pewit No. KEY PLAN BUILDING DEPARTMENT DATA PROJECT DIRECTORY GENERAL NOTES DRAWING INDEX I V PLAN LOCATION - - - - - - 51-ORE LOCATION: SOUTHGENTER MALL SPACE F D420 SOUTHGENTER PKWY. E TUKWILA PKWY., TUKWILA, WA 96188 OWNER/TENANT: SPORTS VENATOR I CHAMPS CONSTRUCTION DEPARTMENT 112 VEST 34TH STTR - - r SECOND FLOOR NEW YORK, NEVI YORK 10120 DIRECTOR OF CONSTRICTION : GA EBERHARDT -, , (212) -020i!61 CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL HAL DRAWINGS E SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED ANY MODIFICATIONS TO ThIE CONTRACT WORK REQUIRED BY WGH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR RE THT LI TOO THE O FOLLO IJ. APPLICABLE GODES INCLUDE, BUT ARE NOT LIMITED , FOLLOWING THE MOST CURRENT OF THE FOLLOWING: BUILDING b STRUCTURAL: 1991 UNIFORM BUILDING CODE WITH WASHINGTON AMENDMENTS MECHANICAL: lag I UNIFORM MECHANICAL CODE WITH WASHINGTON AMENDMENTS ELECTRICAL: 1499 NATIONAL ELECTRICAL CODE TIONS FOR WASHINGTON STATE RULES E REGULATIONS INSTALLING ELECTRICAL WIRES b EQUIPMENT - PLUMBING: 1991 UNIFORM PLUMBING CODE WITH WASHINGTON AMENDMENTS DN 3 MENDMENTS FIRE PROTECTION: EFP NATIONAL FIRE ODES ON � D (BULLETIN NO CURRENT EDITION HANDICAPPED ACCESS: WASHINGTON STATE REGULATIONS FOR C � N ANSI Ai�.l URRENT EDITION I. EQUIPMENT DEPARTMENT : BU DING DIVISION 6300 SOUTHCENTER HGEN tR BLVD SUITE 100 TUKWILA, WA 98158 (206) 431 -3610 2. BUILDING DATA: A. CONST CLASSIFICATION: T 20 B. OCCU GLAS GROUP M - MERCANTILE G. SEISMIC HAZARD EXPOSURE: GROUP PERFORMANCE CATEGORY: G D. TOTAL AREA IN SQUARE FEET: 3,666 S.F. E. TOTAL OCCUPANCY LOAD 52 PERSONS AA. (AL 2 54 S .F.) 78 PE 30 S.F./PERSON SALES TOT ' STOCK ROOM: (TOTAL I,085 S.F.) 4 PERSONS @ 300 S.F./PERSON F. >< OF EXITS RECd11RED: TWO (2) REQUIRED /TWO (2) PROVIDED G. SPRINKLER SYSTEM: FULLY' SPRINKLERED I. TOTAL EMPLOYEES: 3 PER SHIFT I. HANDICAPPED TOILET: PROVIDED LANDLORD CONTACT I. THE WORK DELINEATED IN THESE DRAWINGS AND DESCRIBED IN TFE SPECIFICATION SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTION IN THE STATE OF WASHINGTON IN THE CITY OF TUKWILA. 2. ALL REQUIREMENTS AND REGULATIONS FR<IAININ6 TO TEE HANDICAPPED AND OSHA MUST BE INCORPORATED IN THE WORK EVEN T'10WH THEY MAY NOT BE LISTS INDIVIDUALLY AND SEPERATELY IN EITHER TEE: DRAWINGS OR SPECIFICATIONS. 3. THESE GENERAL NOTES SHALL APPLY TO AU- DRAWINGS AND GOVAN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO SUBMISSION OF 5105. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, AND . NO INFORMATION OR DETAILS ON : O D RAWINGS OF THIS PROJECT MAY BE USED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECTS. 5. DO NOT SCALE DRAWINGS!!! 6 UNLESS OTHERWISE_ SHOWN OR NOTE7, ALL TYPICAL DETAILS SHALL BE USED WHERE .APPLICABLE. ARCHITECTURAL . AO.O COVER SHEET AS.I SPECIFICATIONS AS.2 SPECIFICATIONS AS.3 SPECIFICATIONS A1.0 SCHEDULES AND DETAILS A2 O DEMOLITION PLAN A3.O NEW WORK AND FINISHES PLAN A4.0 REFLECTED CEILING PLAN POWER AND SIGNAL PLAN A6.O INTERIOR ELEVATIONS A MISCELLANEOUS DETAILS AS.O STOREFRONT PLANS i ELEVATIONS AS.1 STOREFRONT DETAILS FPI.O FIXTURE PLAN T 1.0 TYPICAL TENANT GUIDELINES MECHANICAL THE RICHARD E. JACOBS GROUP CONTACT: MR. BRADLEY N. SANDERS 25425 CENTER RIDGE ROAD CLEVELAND, OHO 44145 -4122 TEL: (440) 808 - ?550 FAX: (440) SOS -6909 �n� Or OWNER y i.'_. , _ -- ` - - r -r, ri it ` i� - ® f I -'`' - UNIT DC20 = - � ® 1. ALL DETAILS SHALL 5E CONSIDERED TYPICAL AT SIMILAR CONDITIONS. 8. SAFETY MEASURES: AT ALL TIMES THE ONTRAGTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS b PROPERTY AND FOR ALL INO NOENT ENGINEERING REVIEN5 OF TEE SE CONDITIONS. THE ARCHITECTS OR ENGINE'S JOB SITE REVIEW 15 NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE ONTRAGTOR'S SAFETY MEASURES. 9. CONSTRUCTION W ORK W ILL NOT BLOCK HALLWAYS OF MEANS OF EGRESS 10, CONTRACTOR SHALL RC TO GENERAL NOTES AS DESCRIBED ON EACH DRAWING, SHEET AND INCORPORATE AS A PART OF THIS SCOPE OF WORK. I. ABSOLUTELY NO SUBSTITUTIONS WILL BE ALLOWED, UNLESS APPROVED BY THE ARCHITECT IN WRITING. 12. G.G. SHALL FURNISH ONE EMPTY DUMIPSTER AT STORE TURNOVER r0 OWNER FOR STORE'S DISPOSAL OF CARDBOARDS, TRASH, ETC. LANDLORD NOTES MR. CAI EBERHARDT CHAMPS SPORTS FOOT LOCKER/CHAMPS CONSTRUCTION DEPARTMENT 112 WEST 34TH STREET SECOND FLOOR NEW YORK, NY 10120 (212) 120 -4161 ARCHITECT KEY PLAN SOUTHGENTER MALL SPACE E 0426 NTER PK SOUTHGENTER E TUKWILA PKWY., TUKWILA, WA 98168 - MI .0 MECHANICAL PLAN M2.O MECHANICAL DETAILS M3.O MECHANIC-AL SPEGIFIGATIONS TTM -I MECHANICAL DETAILS 8 SPECS TTM -2 MECHANICAL DETAILS $ SPECS TTM -3 MEGHANIGAL DETAILS g SPECS - 1 - 7N1-4 MEGHANIGAL DETAILS N SPECS T fMI_5 MECHANICAL DETAILS B SPECS TTM -6 MEGHANIGAL DETAILS 8 SPECS RECEIVeo CITY OF TUKW ILA VICINITY MAP MR. KENNETH PARK KENNETH PARK ARCHITECTS , P 360 LEXINGTON AVENUE, I?TH FLOOR NEW YORK, NY 1001? (212) 599 -0044 ( 5 99 - 0066 (FAX) P MEP ENGINEER - :� I TENANT'S GENERAL CONTRACTOR MUST CHECK IN WITH LANDLORDS ON SITE REPRESENTATIVE PRIOR TO WORK START. _ _ 2. T NANrHE N R GA DAMA6ED DURING TENANT IMPROVEMENT. TY, (Nft1TRAL PIERS, 3. ALL CEILING MATE RIAL HUNT HAVE GLASS "A" FIRE RATING. 4. SUPPORT WIRES FOR LAY-1N-CEILING GRID, LIGHTS, HVAG EQUIPMENT, ETC. MUST NOT BE CONNECTED . MECHANICAL STRUCTURAL MEMBERS. s. ALL MATERIAL USED IN THE OPLSTRUGION OF Mils SPACE MUST BE ASBESTOS -FREE -. 6. FOOD RELATED TENANTS, UPPER LEVEL TENANTS WITH RESTROOMS AND MAIN LEVEL TENANTS WITH RESTROOMS LOCATED ABOVE HAGITABLE SPACES SHALL PROVIDE A WATERPROOF MEMBRANE IN WET AREAS. WATER TEST MUST BE WITNESSED BY ON - SITE AUTHORITY OF LANDLORD. ?. WA71 METER W ITff U .S. GALLON READOUT. REMOTE READER T B E I NSTALLED NEAR ELECTRIC ME TER AND. PANELS IN STORE. METER TO BE NEPTUNE T - IO TY PE WITH REMOTE. READER R ECORDING IN U.S. GALLONS S. TENANTS MECHANICAL CONTRACTOR TO CONTACT ON -SITE REPRESENTATIVE FOR REQUIRED NTERFAGES TO LANDLORDS CONTROL SYSTEMS AT TENANTS EXP ENSE. 9- DO NOT CHANNEL GUT SLAB. D. DO NOT GORE DRILL SEAR WITHOUT FIRST SUBMITTING TO LANDLORD FOR APPROVAL, THE 10. HOLE LOCATION AND SIZE. APPROVAL MUST BE RECEIVED F FROM A LANDLORD PRIOR TO GORE DRILL STRUCTURAL STEEL R CONCRETE MUST BE COORDINATED II. ANY PENETRATION OR MODIFICATIONS TO OR AND APPROVED BY LANDLORDS ON -SITE REPRESENTATIVE PRIOR TO START OF SUCH WORK 12. ALL ROOF PENETRATIONS TO. BE BY LANDLORDS ROOFING CONTRACTOR. �- - . : IS A es I tt f !/ n M K - t '�, i_ aff An� N Quw, , ' ` s Is ? Chcrg - �r1 ���' ' 51 i.. 0 ;-8i• >r-t a opal i9 I 4 P (- G I .0 a r ` bn (s eig t( '�' I �w ` 1�'+''1; m m plclGal I ' , � 1 rSh t r i•: IhaV- cfi+ - �.. rP -:-�i Ii ..-� I.: -}-•.. GL i _ • 0 Nat' � � Rent s<r PERMIT CENTER EI POWER PLAN E . - _ _ 2 .0 LIGHTING PLAN E3.0 ELECTRICAL DETAILS $ SCHEDULES E4.0 ELECTRICAL SPECIFICATIONS TTE -I ELECTRICAL DESIGN CRITERIA, DETAILS 8 RISER DIAGRAM$ I rt - 2 ELECTRICAL DESIGN CRITERIA, DETAILS 8 5P IFICATIONS D09, I � % ` / ,�� r - I .- �I I �� pin li 1 " ^• - ; 4 f >H +�F' _ I s { S /ff kt lrlta r 1 T .arnaia + �Illp�m a si 110 ( V7 � , y X ,} T i ' $ '•`�"` r , �0 T ` f or .T`l kV 7 3 - t 5 �pfeff>f.�w .I. IiF ° nf�ai n j I ' � I P �- � I - T kil ar k' .�, ` a - .� ° rk _ 4 F: M- RETAIL ? 50 BROOKSEDGE BLVD WEST ERVILLE, OH 43051 (6 14) 515 2323 (614) 515 233? (FAX) PROJECT CONTACT: MR. TERRY LESTIKOW - -t , rl�� / y ■ E ear am" ee 5 h e' 2 �' #'- .� Hi 1 - �� � �- IMPORTANT NOTE: li c fe nn. " �' 111111n NO ZONING, USE, OCCUPANCY OR EGRESS CHANGE LICATI ON. UNDER THIS APPLICATION. THIS afli II I{"'fL -�5' 1 ktJP iifyi Ines- ry III�%51 ��k�J' + 212th St 'e 1$/01 �f THIS FUNS REPRESENTS ONLY MINOR INTERIOR RENOVATION t ar , 6 " ( St - D° 11 .-- _ ,�IPM1 J it Lh .. S �GN . ./ kennethpark Architecture : Planning Interiors 350 Lexington avenue New Cori: NY 10017 T =_I " 212 599 0044 Fax 0 212 599 0055 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /DCENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 S.FT. SHEET TITLE: SHEET NO. 01.11.02 DATE L.L., PERMIT & BID REVISION STORE #14498 COVER SHEET PROJECT NO. NY01 -2748 SCALE: NO SCALE DATE: 02 JAN 2002 DRAWN BY: RR REVIEWED BY: TS A0.0 CHAMPS SPORTS TABLE OF CONTENTS MATERIALS GENERAL, PARTI - GENERAL Quality, Assurance Submittals. Is Job Condl Lions Project Handling and Storage PART 2- PRODUCTS OSSOf2 ___ Metes 06100 Qapentry Gereral 06400 _arc Casework 07250 0 Pre " i^n A no Se o. :na Wood Coors Ny., Indus y Stardard 15 - Wood Flush 07900 ._5k no Athol Sealant Deo o8100 "' eta Doors a __ are_.- Prov - ..e -rated hollow Ono = Rated I - r 08210 Wood Doors mete Frames lnvestleated and tested as a Fire rated 08305 Doors And Per_.._ assemb:y '_e.., _,._s to recognized lacoratory laps_ - oolicab e re rating 08710 Dco- r- arcware 08800 .- gas 3rd. Glazing 09250 Gypsum Drywall Systems 09511 Acottstioal way-in Ceilings 09550 L,,,:od Flooring 09660 Resilient Flooring 09675 R _.s' lent Nose 09900 Pe.,tino and Finishing 0520 Fre Extinguishers n And Cabinets _ 0800 _. Roo .-:cce_so. PART 3 - EXECUTION .hero l.a _ i_. 'General , Mil Works s_uork oW Meta Fram,es- Wood D__.. s Fier laird_ are ._lass And Glazing Dry,La l Work Acoustical ceilings Resilient Flooring and Base Painting and F .._nine QUALITY ASSURANCE- Anchor Bolts: -.STM A 307, nonheaded type unless otherwise Grade: Not Grade or better, S4S and kiln dried. pleats, Species, Douglas Fir or Yellow Pine . r ac. e -3,...acturers reoularls -d hater - .a is fc.e - -reader , 5terers: ASTM 4 307, C-aoe 4 regular low carbon Strength: Fiber stress rating of not less than 1350 __t_.. _„ -= and hilts. Provide. hexagonal heads and nuts on asa ail connections .aroo _ cep: o peci "..sd. ue Elect odes: Provide electrodes yielding rods and _- _ �'.iow. -��` '- - :er etas equal n streng and compati'ele In appearance r strength and l joined. Scpc For tact Cesien = is ion and _n of ct al Steel . air latest so t en . _ salve supple -tents tee, to as Issued" -_- _ t.: Structural Steel weIo' g Code". lame, 0 ocesses For Welding ,;.c k y c weigino operaPre _moo _ WE; 'Standard Qwa rocedu pr<Ca c c chat__.... Woodwork instit,e i AWI) Rees.tant. 1 - b itss: Comply 5th lire __ stant rat,nes a_ ,ndncated a. o as reouired by, governing a'w he-it _., and codes ;Provide a s accessories and ica_ion prccebures which rave been listed by UL or tee ee „t _."to _ ,r. _ tht type of son inePa_ed� .,_6r0 C.a__iFic._,... _ lines tC o!y _ ., e hazard oiaseifica,on for Flame spread, rc udin.,. Fue. , oontriot,on _ro smoke oevelopment _ s_s -.^ d _t -on_ _ ec ed provide _.e _n.,_h has been _. _ tee a._., and _baled b - _ Work. d___k For Ceramic Tile ineta.lation SUBMITTALS. ft Date Before sta any work, 5LIbITIII or - - and - . _ _ incorporated in the work„ t lire_ descriptive data. card ca cuts, and other StiCr. lire ° _p identify to the It:_.._ _ o' ther use in the work, and the methods _ No __. c,__.. _ .:n will be. eiven P s c t _- p __ CT ater ole to -,_r ire__ For evie5 larOware Schedule Saorrit Fire nardware schedule organized s_5 speoifically the oroduct to be s. ed For each item red.red or each doe`- l4or:.or_ai o26 _.-. sou e are not_ aoceotacle _ate _ doors - - met . as re,-,,, _d GJ ___ __ to receive PROJECT HANDLING AND STORAGE. s ourole_ caekao c eta, .. so 4, name. d - ano onade o__ct from _cor _ oeo, _ m a c-texereo E..=^15 S. o_ xeree and stored .. ._e_. _ --a coxes as __ess avo id eehdensa_ oa ^ore _ oho _ y o'...r'rg _ ,ter and store e thee- ooze we act,. co, _ _ _ ......dfirs not cos_.. and - .a.. _ c tempera:tare of at Past _✓ sec _s F. .. __ metal _.irk txper sore on e s to on wood s s '..,Cc a manner that e ust nd eartage Care _ ..e taken to _ zoie cheat -ne ia_mpity ohamter oy s ro - c a_. to or oar vas sre and PART 2 - PRODUCTS 05100 - STRUCTURAL STEEL ._e. E apes, Pla,s, and Be,: Comply C ith 4STM 4 36, except where other type or steel is irdi.cated. ..t__. Tubing: AST” A'SOO, G -rode B. Steel Pipe- ASTM A53 Tywrwe - or S, Grade B. Fk - orioator s standard, fast- curing, lead -free, universal primer. Fab - care and Assemble structural assemblies in shop to grew extent possible. Fabr - cafe items of structural steel p accordance with ASC Specifications cations a s indicated on -. .� shop drawings. Properly ark and ma ton mo-k materials for etc a_ee ply. y Connections: Weld cr bolt shop connections as indicated. Bolt Field connections, except „here welded connections or other connections or indicted. koles for Otrer Work: Provide holes required for securing other work to structural steel members, and for passage of other ouch steel -embers Cut, drill, or punch holes end cola to metal surfaces. Do not Flame cut heles o, enlaree holes by burning. Shop Primer: e.. Remove scale, rust, and other deleterious materials � metal surface before applying shop primer. e a-ely aFter surface preparation, brush or spray on primer at a rate to provide a uniform dry film thickness of 2.0 mils. 05500 - MISCELLANEOUS METALS Definition: Miscellaneous metals include items made from _n and _:eel shapes, plates and bars which are not a par of _truct•..ral steel or other metal systems specified elsewhe, Provide steel plates, shapes and bars complying with45 - 36. = a__eners: Provide type, sizes, materials and Finish as required for the application indicated. Primer: = a'oricator's standard, fast- curing, lead -free, universal primer. Fabrication: Weld corners and seams _entinucusly complying with AWE, ascommenciations. exposed locations, and polish exposed _elc_ =root one .lush to match and blend with adjoining s,o_ a __ thic, the work ed oy this Contract act _ to 06100 - CARPENTRY, GENERAL .__ _.a. . - No y the Cc _ _ Representatixe writine _ done, ons oetr men, to _ and timei " = ce e._us _ Wood and p _d f r support or _. - -he 4ork. - - n5 _ work at_ .,__r work incluoind naliers b locking, ___ catee tr, spaces. - y„-x,er. _t__ _'oak r_ ors _ a _ re-dons - _n_..,._ Lumber: . 5 S le% moisture __ time of ore a n.o Grsee: 2_6•dard" grade any species - -_e From knots, or .-. _ _e,._.__s m do impair the st. _herb of n.s ilea accearalCe. Psi. Plywood Panels:Provide Fire - retardant treated plywood with Trade designation, APA A -D !NT with exterior glue, in thickness indicated, or IF not Indicated, not Isss than Rough Hardware (Nails, screws, bolts, etc >: =rovide tope. size, material and finsh as required for the applications indicated. Screws for the attachment of plywood 'panels shall be self - drilling, self- taping screws 5th countersunk type heads. Pressure Treatment: All wood and plywood permanently ins,Iled 5thin - thin the interior of the building shall be Fire retardant treated with Hoover "Pyre- Guard", or approved equal system containing no ammonium phosphates. Provide UL label on each piece of Fire - retardant treated lumber. 05400 - MILLWORK/CASEWORK Types of finish millwork/casework. Include, but is not limited to the following: Clear maple lacqured plywood veneer for cabinet an interiors. Premium grade cherry for millwork Solid Stock: Plain sawn, select white maple co olJne with "Premium Grade requirements established by AWI ". Fabrication: General: Comply with the most stringent "Premium Grade" requirements or the Architectural Woodwork Institute (Anil) "Quality Standards" as a minimum level of duality s,ndard for the fabrication of all work Rout or groove 'backs of Flat 515 and similar members, except for members with ends exposed in finished work 01250 FIREPROOFING :IJOric no: 'J5e material of and thckness indicated or. iF not indicated provide as required d produce strength Application of fireproofing shall include the following, ono d',abiity in finished product for use intended. Work to a mess ens shown, using, proven details of fabrication and Fireproofing of new structural Steel framing me - fibers, support and patching and repairing of existing Fireproofing system wHch is removed to accommodate he installation Form exposed work true to line and level With accurate of new work, or damaged as a result of work under this angles and surfaces and straight sharp edges. Ease exposed Contract. edges to a raoi::s of approximate 1 /3 2' unless otherwise shown Form bent metal corner to smallest radius possible without cans ne era r separation or of eruise impairing cork Applications for Fre stop insulation and sealing include, but are not necessarily limited to the following, Shoo D cm situp o. _ - the Following ?d ., c cae d show:no and _rhea_ - She._ cea Is Prg 'd or a orage of e req d for a secure and Sealing pipe, duct, conduit and similar penetrations a Pcations of anchorage and Fittin c.:c.,; _ rabrl_a.e c d price a _ �rng devic s �o provide fire rated walls and partitions and floors. sorh,ler ] nst,,,,on _., n, _ ap_e adequate support For i ,,.-nd._d rite. JOB CONDITIONS: S^.cp - Sr: Remove stale, rue: and other deleterious materials act. "_ - o _ appIiying shop primer. ce,rmed _. corpoe-atOn _ _ the mmediately after ski. dire preparation, at -c. , brush or spray o n .. �� tea o-Per at _t_ tp Fo - ,i^ thickness of Sealing rated partitions at tops where oar: t one join structure or other rated construction, Sealing expansion and control joie, fir: rated partitions. One - Part Fire - Stopping Sealant: To ce used "or eealine openings around cables, conduit, pipes a-o simian penetrations through walls and partitions: Bfiotherm Firestop Sealant' Bio Fire.shied, ':.c. Dow Corning Fire Stop Sealant- Dow Cornrg Cord 3M =ire Barrier Caul C° 25' Electrical Products D v SpercSeal Sealant, STI, Inc. Mineral Wofing n: "Thermo Ffiber FSe Safine insulation " by, Sa USG, or Insulatio approved eual. 01900 - CAULKING AND SEALANT rite umber For memo -_r % is 4 trick and more than Applications of caulking and sealant include, but are not otn the foilono _ grade and species: necessarily limited to the following: All caulking and sealant work not epecifically mentioned in other sections, but required to provide a neat appearing construction. Single- Cp Polyane alan (neral Inte Sealant and om Ca onent ulking): Pro Se one t of Ge the Fcllg rior wing Dynatrol Pecora Corp. Dymonic' Tremco, Inc. 921, Mameco International, Inc. Miscellaneous Materials: Provide primer /sealers, bond breaker tape and backer rod as recommended oy the respect caulking and sealant manuf'acturer's For use with their product and substrates to which they are applied. 08100 - HOLLOW METAL DOORS AND FRAMES Doors: Flush design doors, 1 -3/4" thick, seamless hollow metal construction, .with smooth surfaces without visible joints or seams on exposed surfaces or stile edges, except around glazed inserts. Face Sheets: 18 gauge, cold rolled steel. Internal Reinforcing: Channel shaped sections or continuous truss form IS core reinforcement welded to both Face sheets. Reinforce tops, sides and bottoms or doors with I /8" channels. - rustible. Sound r Non-combustible. court So eadene D Frames: Full welded unit construction, with corner s mitered, re nForced, and continuously welded All depth and width of frame. All welds shall ground smooth and flush. Knock down type Frames are not acceptable. All cut -outs shall be protected 5th metal dust covers, welded to Frame, at back of finish hardware cutouts. Gauge: Is Floor Anchors: Securely welded inside each jamb. Anchors shall be properly punched For anchoring to floor. Jamb Anchors: Provide minimum of 4 double stud anchors per d drawer jamb For see with steel stud walls and partitions. Anchors shall be standard type used by frame manufacturer For the particular type of tall and partition construction. Where =ire rated assemblies are indicated, provide anchors required to meet UL rating. Mortise, reinforce, drill, and tap as required to accommodate all mortised template hardware. Painted Plywood: Birch faced plywood, thickness as Hardware Reinforcement: Not less than I /8" thick at hinges indicated. and strike plate clips. Spreader Bars: Provide removable spreader bars asses bottom of Frames, tack welded to jambs. Stops and Moldings, Form Fixed stops integral with Frames. Provide removable stops around glazed panels' secure 55h machine screws spaced uniformly not more than 12" c.o. Finishes: Manufacturer's standard rust inhibitive primer. 08210 - WOOD DOORS Manufacturers: Provide products of ore of the Following: Algoma Hardwoods, Inc. Eggers Industries Architectural Door Division Weyerhauser Company VT industries = eresz-a Flush Wood Doors: All interior flush wood doors shall be "Premium Grade" as defined in the AWI Quality Standards, Fireproofing System: Provide Fireproofing of same material 5 st sn :300. A - I .nte ^,cr Flush doors shall have rotary and manufacturer as used on the existinq steel, or a5 approved b rch veneers sutto'ble for anted 'finish, -3 /z thick, by the Landlord and the Building Department L;I type P_ -5 or °C ' "partioleboard core., 5 p'.y or ?- ;.vly) 01210 - FIRE STOP INSULATION AND SEALING Fire Rated Doors: Provide races and grade to match non -rated :rush. wood doors. Materials' and construction of labeled doors shall meet the requirements of 'JL For class or opening - o .de addit,nal hardware blocking in doors __n__ nine mineral type cores For the attachment of surface moil .Wed ranoware wuthot.t the....se of t. ru _.opts AP, J_ odes to doer Edge Construction Proviso manaract,er s standard aminat_eo _ e' ,dn ro >_d _c..� olding 05305 - ACCESS DOORS AND PANELS ' doors .. s than d,aude a steel with conctealeo _ ins ring's., or continuous piano hinge _et to open 1 75 degrees, and i incth wide - use around perimeter except For non-rated u __ - in sIII_d 'a n .. d y - .i. d oth applications, urn r Framee with e a ✓a n__o metal drywall beard_ welded to perimeter of are For ra,c1 ;un'its provide, manufacturer's standard irsustead _ anti doors With _ontin - •C:._ ✓ ono and ESE me._na em Locking Device: -lush screwdriver - operated c m locks. Provide nwmber of l ocks as required to rod door in Flush, oc -r plane _n_- __P ea Ftnish:"ar_ _ssth e- s standard factory applied prime paint on all sthFaces, 08110 - FINISH HARDWARE General Refer to drawings For hard -are g^osps. 08800 - GLASS AND GLAZING Clear Tempered Glass: ASTM C 1048, Condition A (uncoated surfaces), Type I (transparent glass, flat) Class I .clear), Quality d3 (glazing select/ kind and thickens - ndicatsd below: Kind, -T ( Fully tempered)_ Thickne.55e5 arc indicated. Glass Edges: Edges not concealed by stops or moldings shall be ground and polished Flat, with edges slightly, eased. Glazing Sealants: Provide glazing sealants and preformed glazing tapes selected for compatibility with surfaces contacted in the installation. Setting Blocks, Neoprene or EPDM, 70 -90 durometer hardness, with ia'oven compati bi!ity 553 glazing sealants used. Spacers: Neoprene or EPDM, 40 -50 durometer hardness, with proven compatibility 5th glazing sealants used. "J" Channels: of back painted glass. Channels shall be I -1/2" mirror channels with 1/4" lip exposed. Finish exposed portions of channels with satin gloss, acrylic polyurethane enamel to match glass color. Framing System for I/2" Glass: Fabricate Ass IS gauge 302/304 stainless s feel to profile File i nd ica tea with No. 8 -h I -3 /4 wide. - '/ high mirror Finish. Sipe shall be 3 � 8 mi ro g Form Frames in maximum lengths and keep joints to a minimum. To the greatest possible, complete fabrication, assembly, and other work before shipment to project site. Disassemble components only as necessary for shipment and installation. 05250 - GYPSUM DRYWALL SYSTEMS Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end -to -end - joints. Comply with ASi C 36. Thickness: 5/8 ", except where indicated as I/4 " . Edges shall be tapered. Gypsum hoard used in conjunction with Fire rated walls and partitions shall be type 'A ". Provide 5/8" thick water resistant gypsum complying with ASTM C 630 at locations indicated. Studs and Runners: Screw type, roll formed, channel shaped sections, ASTM C 645, 5th Flange edges of studs bent back 90 degrees and doubled over to form 3/16' minimum lip (return), 20 gauge galvanized steel with cutouts for utility runs. Include 25 eau's top and bottom runners and all accessories required For a complete installation as recommended by the manufacturer. All accessories shall have a galvanized coating. Top runner track for partitions extending to structure above shall be deep leg type. Furring Channels: 7/8" deep, 25 gases roil Formed galvanized hat shaped sections. Carrying Channels (Main Runners): Cold rolled, I - 1/2" steel channels weighing 415 lbs. per M Itn.F: -. Ass coated with rust inhibitive paint finish. Cold Rolled Furring Channels, 3/4' steel channels weighing 300 lbs. per M lin.ft,ard coated with rust inhibitive primer. Direct Hung Suspension Systems (Contractor's Option): :Manufacturer's standard zinc coated or painted 59555', of furring runners, Furring tees, and accessories deigned for concealed support of gypsum drywall ceiling system, provide proper type use intended. Fasteners: SelF- drilling, self - tapping screws. Hanger Wires:• 9 gauge galvanized annealed wire. Tie Wires: lb gauge galvanized annealed wire. Furring Channel Clips: -e.avy cau galvanized wire slips by the manufacturer of the Furrng channels 'used. Metal Trim and Reinforcement: Corner Beads J.S. Gypsum "Dun -A Beod", or an approved equal. Casing Beads- U.S. gypsum "2004' or approved equal. Reveal Trim: Extruded aluminum trim of s - -es and shapes indicated. Water: Potable_ Insulation Se i id r Fiber without m'em'brane, unless otherwise rdficatecia G- hermafiber Sound Attenuation. Blankets ", Frict.Pn F:t ise' supporting). Joint Treatment: U.S- Gypsum "Per -a- "ass" joint system or approved equal. Joint Compound: Ready -mixed vinyl type for interior work approved equal. Acoustical Sealant (for use with sound rated walls and partitions), Provide non-drying, non - shrinking sealant recommended by the drywall manufacturer, Provide sealant which is palntac e wherever exposed to view. 09511 - ACOUSTICAL LAY - IN CEILINGS Acoustical Panels, Refer to F:n'53 Ledend" for type, sits pattern and manufacturer. Suspension System: Refer to . P n.5n, Legend" for type and ran,. Classification: ASTM ,, 3 3 mediate Duty. Edge Moldings: ''"eta of type and profile indicated, with Finish matching grid system and hemmed edges t Provide with match!, ,side and outside corner trim. Hanger Wires: Minimum 12 gauge, galvanized, soft annealed, mild steel wire. Accessories: Provide splices, hold down clips, and other accessories required and assigned For suspended 5y5t5m 5555. o -o'\ KW ILA PERMIT CENTER kennethpark Architecture Planning lnt_riors 360 Lexington AYenue New York NY 10017 Tel ' 212 599 0044 Fax 212 599 0066 w.vw, ken net0 psrk.com 750 Brooksedge Blvd Westerville, onto 43061 PHONE 614.818.2323 F. 614.815.2337 SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 /\ 01.11.02 DATE REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 S,FT. SHEET TITLE: ARCHITECTURAL SPECIFICATIONS PROJECT NO. NY01 -2748 SCALE: NO SCALE DATE: 02 JAN 2002 DRAWN BY: RR REVIEWED BY: TS SHEET NO. L.L., PERMIT & BID AS.1 09550 - WOOD FLOORING Gene -coo ank floor no arc o _ - I' be urn - :tree p -C- Millwork contractor 5 5 • woad 'ase e re500naible for unlo_dno a _. c.,. he and site) at or _ ::ate 300 tic Co. rector shall furnish ah ^ecessary accessories required to complete the installation as indicated. 09660 - RESILIENT FLOORING Resilient Tile: Refer to "Finish Legend" For type, pattern, color and :..mute. toll. er. Adhesive: As recommended by the manufacturer For use with product and substrate to which it is applied. Edge Strips: 'S' thick vinyl with tapered or bullnese edge. Provide where tale edges are exposed in the finished work Levutine 4.b Patching Compounds: Latex type as recommended bu Ficor'ne,, m:anu=acturer. 09660 - MARMOLIUM LINOLEUM FLOORING INSTALLINGLINCLEUM INSTRUCTIONS Artoleumir), 'larmoleum(r) Rea Marino' :ouc) Fresco, Marmoleum(r) Dual, Walton, Cork Carpet GENERAL • Ensure that calcium chloride moisture tests have been conducted and that the results do not exceed 50 !b- per 1000 N. ft in 24 hrs. • dH of concrete subfloor surface is no greater than 10. A bond test '5 conducted and passed. • The permanent NVAC system turned en and set to a minimum of 68cF (20o C) fora minimum of 12 hours prior to, during and a Fter installation. After the installation, the maximum temperature should not exceed 100oF. • Flooring, material has been climatized to the installation area For minimum of 24 hours prior to installation. G Only F be industries L910 Adhesive should be used • Use a I /iE x :/16 square notch trowel only • Material &mule always be visually Trspe.cted prior to installation any material installed with visual defogs will not be considered a legitimate claim as it pertains to laOor cos, • no eum will expand slightly in the width and shrink slightly the length when placed into the adhesive. Pro::-.7_r. installation procedures will compensate for this. Do not reverse sheets for seaming. • Install one sheet at a time. • Flat trowel material (as to double stick) and weigh down to bar marks Install all cuts and rolls in consecutive sepuerce. • Take pride in your work and be Professional at ail times. • Ensure that at recommendations for suoficer and jobs:, conditions are met prior to beginning the in5tailation. Once the installation is stated, you have accepted those conditions, CUTTING AND FITTING SHEETS Cut the required length off the roll inclub:irg enough to run ub the _a. 2-3" at either end. 2. = ush one ler:gt - the sheet as close to the startin, _s . - _ 1ett tx.e. extra length r_ _ _ a, each end. NOTE : Material shoula 'o 'laid out d positionso so that a. u seam,. mill rali at leas, o' From uroerlaume,t _,oint_ and", saw cuts the concrete. 3. Sett the r e a minimum or" 3/8' more than greatest distance between the. , . . a . 1 and the flooring material ...-. .-_ the shape of the. _ail cite the Flooring. Next Laut the mate,. along, the scribe line, a rg a ndbkeo OS k. F_ and noldino i. at an angle so 6 to 51 r the mateoal . Push the fitted sheet tightly against the -al . Using the Forbo seam and strip cutter tom the - actoru 5_3 wide_ a dht edge, will ty knife are . okeo b'.aa_ � ;,e may a lso be hated to trim the Factory edge. Se., straight edge to trim 05 approximately 1/2 With u_' ty knife, scone material alocut ii3 the thickness deed. Then :., lhookie.d blade, cut a: or'o ,he score line holds, d the knife. at 36 _ to undercut t e edge. NOTE: Check the instructions Tnciuded with the seam are str'c cutter an how tc change the configuration o cutter deperdine on h;cn product is be. -.y installed. Figure 5. Draw a pencil line on the subfloor, lenothw'se aone tise, seam edge. 1. Lap the material back about halfway. Spread the Fordo Industries L 910 Adhesive with the proper notched trowel (Fig. 4). Begin spreading at the lap point working back toward the wall. Spread from the side wall .:p to the pencil line at the seam edge. Dc not spread adhesive 5 -6' From the end. Figure 4 5. Material must be laid immediately into the wet adhesive and rolled with 100 lb. roller. Payne 5 S . Roil across the width first, then along the length. NCTE To e-t p roper b nd no c, the material, it s recommended to roll the mate,: next to the walls with a nand seam roller. i0. Repeat the same procedure on the other half. Again, do not spread aohesive for the last 5 -5' from the end. 11. ' finish the ends draw a c- ossiine on the subfloor and the sheet near the end). Draw back the sheet along the pencil ..e until the end of the sheet lies Nat on the subfloor. Set the scribes C dividers to the distance between the two .r-ss!nes. Scribe the end of the sheet to the wall and cut off Spread the adhesive and roll. Repeat the procedure at the other end. ,gyre 6 The first sheet should now be fully cut it adhered and relied. Seamirg FrocedUre5 .._ the 6SCOnd thee: to the required length with 2 -3 inches e xtra at either end. NOTE: DO NOT REVERSE SHEET_ INSTALL ELL LINOLEUM SEET5 IN SAME DIRECTION. Overlap at seam approximately I inch. 3. ,.sing the Forbo seam and strip, cutter, trim the Factory edge on the. opposite side to prepare For the next seam. 4. Draw a pencil line down the length of the second sheet. 5. • the material back about halfway. Spread the Fordo Industries LEO Adhesive with the proper notch trowel. Begin spreading at the lap point working back toward the cal, Spread from the edge or the first sheet up to the pencil line at the seam edge of the second sheet. Do not spread adhesive 5 6 from the end. NO The subfloor porosity and room atmosphere conditions (temperature, humidity, etc) can affect the working time of the adhesive. 7. iMaterial must be laid immediately into the wet adhesive and 0 ed with 100 lb, roller. • ed it sly after material hat been laid Into the. adhesive, urid_ scribe the seam urine the short scribes with scribe pin. NOTE. Scribes should be set to that there will be a hairline gaphe seam, which would be a net Fit where the material will fail into place with no pressure on the material. This will ccmbersate for he slight � expansion that will occur. NOTE: When i,. tail'nd Cork Carpet, the Fo. bo ream and strip c'u•_er may es used to trace cut the seams_ Ste the sf_ructio ns _..._lased with the. Seam and 5_r10 cutter for Ne xt cut the material along the -_r:e line ung a hooked Glade knife and holding it at art an3,2, so a t o sl the material. ir th ha-no rolier making sure - rail .h_ cCrirg oaterial oets : n_o wet adnesi✓e. Reece the tame procedure or the other her ..cif. Flash the ends of each sheet in the 56rre manner a5 the First s•reet. Repeat the same arecedures ,or each drop, completing, one drop at a time :.nail the job it completed. cross or butt seams must be made, use the following pad dupes to allow For any shrinkage that may occur in t he S edge and undercut at an and e the end or the sheet. ▪ Draw 3 pencil line at end of first sheet, spread adhesive to '.':re lau in material and roll. Overlap second sheet at ',it seam approximately I". C. Fully adhere and roll second sheet 65 usual except Tor the last. 18" at butt seam, wait 20 -30 minutes. E. Spread adhesive For last IS". lay material in, underscr'be seam net, cut, roll. NOTE: In some situations, such as installing material in a narrow hallway .where only one piece of material is being used, tubina the material will be necessary. In these situations, close attention should be made in making sure the material is laid into wet adhesive, as well as, being sure to avoid adhesive overlap which could result in a ridge lire where the material was Folded back. Tubing minimizes the shrinking of the materia I. STOVE BAR MARKS When drying linoleum, the product is suspended in large loops in the drying rooms. The top loop (4), known as a pole mark, it cut off and recycled. The bottom of each loop (5) is called a "stove bar markkand will appear approximately in the center of a roll When installing the stove bar mark area, simply spread adhesive with the Flat side of the trowel on the backside of the sheet across the material then spread the adhesive on the floor at to double stick) the material. Remember you must place the material directly into the wet adhesive. We sure that when you place the stove bar mark into the wet adhesive: that you massage the material down and push the materiai flat. Roll the material in all directions, starting across the width of the material. Be sure that the stove bar mark is rolled first to avoid trapping the tension on the material. Place weights on the stove bar area until the adhesive has set up. NOTE: The stove bar marks are not considered a factory or material defect. If problems occur they are always directly related to improper installation techniques. LINOLEUM MAINTENANCE MAINTENANCE INSTRUCTIONS MARMOLEUM REAL, FRESCO, AND DUAL linoleum sheet t tile Initial Cleanup/Maintenance (NOTE: Do not wash or machine scrub the floor for at least 3 -5 days after installation. This is to allow proper curing for the adhesive and to prevent excess moisture from interfering with the adhesive bond.) A. For new installations exposed to heavy construction soil and traffic: I. Remove all surface soil, debris, sand and grit by sweeping or dust mopping. 2. Scrub the floor with a neutral pH (1 -8.5) detergent such as Taski R -50, Johnson Stride Citrus or equivalent. NOTE: DO NOT STRIP FACTORY FINISH apply cleaning solution with mop and bucket, scrub with rotary scrubber with a red scrubbing pad or automatic scrubber with a red scrubbing pad. take caution not to saturate the floor, use as little water as possible. pick up solution with a wet vac.' rinse with clean water and allow floor to thoroughly dry. B. For installations which have not been exposed to Heavy construction soil and traffic: 1. Remove all surface soil, debris, sand and grit by sweeping or dust mopping. 2. IF necessary, spot clean with a damp mop with neutral pH detergent such as Taski R -50, Johnson Stride or equivalent. 3. Spray buff using a rotary bu1Fine machine (115 -1500 rpm) with appropriate pad and a spray buff solution such as Taski 4/Ultraspray, Johnson Snapback or equivalent. For additional protection or gloss, or when using wet maintenance methods, apply a high quality floor finish, For Matte Satin Shine: apply 2 thin coats of Floor finish such as Taski Vision Matte or equivalent. use a clean finish mop or Finish applicator. allow 30 minutes dry time between each coat. =or Hid, Gloss Shine. apply 2 -3 thin coats of floor finish such as TASKI Brilliant, .. ah'nson Carefree or equivalent. lean finish mop or finish applicator. also_ 30 minutes dry time between each coat. R R .9u!ar Maintenance I. Remove all surface soil, debris, sand and grit by sweeping or dust mopping. Option l--dry maintenance method: (preferred method) IF necessary, spot. clean with a damp mop with neutral pH detergent such as Taski R -50, Johnson Stride or equT aI nt spray buff using a rotary buffing machine (115 -1500 rpm) with an appropriate pad and a spray buff solution such as TASKI 4/Ultraspray, Johanson Snapback or equivalent. Option 2--wet maintenance method: use neutral pH (1 -83) clearer such as TASKI R -50, Johnson Stride Citrus or equivalent. F floor is exposed to grease or oil, use a degreasing detergent such as Taski Prof' or equivalent. when using automatic scrubber, use red scrubbing pad. when using top and bucket, use clean mop and change solution regu aryl take caution not to saturate the Floor= use as little water as possible_ pick up solution with a wet vac. rinse with clean water and allow floor to thoroughly dry. if gloss needs to be restored, or for severe scuff marks, buff a Fine mist of a buffing solution such as Taski P- 44 /Uiuraspray, Johnson Snapback or equiva lent. LINOLEUM MAINTENANCE If using high speed buffing machines, check with the manufacturer of the maintenance product being used for their recommendation. Scrub and Recoat dust mop to remove loose soil, heavy scrub using rotary scrubber or automatic scrubber with ablue scrubbing pad and double strength of neutral pH (7 -5.5) detergent such as Taski R -50, Johnson Stride Citrus or equivalent. DO NOT USE A BLACK STRIPPING PAD. pick up solution with a wet vac. rinse with clean water and allow floor to thoroughly dry. apply 1 -2 thin coats of floor finish Following initial application procedure. Restorative Maintenance Strip and re -coat: use only if scrub and recoat is not et fective. dust mop to remove loose soil. use rotary scrubber or automatic scrubber with scrubbing pad and stripper solution such as TASKI Linostrip, Johnson Stripper or equivalent following instructions on the container carefully. pick up solution with wet vac. rinse with clean water and wet vac. repeat rinse. apply 2 -3 coats of floor finish Following initial application procedures. NOTE: IF the dry maintenance method is used, the Scrub and Recoat and Restorative Maintenance steps will not be needed. For additional technical assistance or for your local distributor call: DiversyLever (TASKI) Johnson Wax Professional 500 -521 -5461 500- 558 -2332 Forbo Industries /Support Services I- 800 -542 -1539 Forbo industries does not warrant or guarantee the herein described maintenance products or their performance. FOR 50500 OWN LIMITED FIVE YEAR WARRANTY ON ITS PRODUCTS, PLEASE REFER TO THE SPECIFICATIONS PUBLISHED BY FORGO, OR CONTACT FORGO INDUSTRIES, INC. FOR DETAILS. 09615 - RESILIENT BASE Base: Vinyl base, 0.125" gauge by high as scheduled. Style shall be coved. Colors: As scheduled. Adhesive: As recommended by the resilient base manufacturer. 09900 - PAINTING AND FINISHING Colors: As scheduled, where not scheduled, provide colors at selected by the Architect. Colors shall not be limited to manufacturer's standard colors All paints, varnishes, stains. paste =inert, thinners, colors and similar materials shall be delivered in original containers with seals unoroker and labels intact. Paints, Enamels and Stairs Provide the best quality grade products of following manufacturer: Benjamin Moore Glidden Pratt and Lambert Sherwin - Williams Porter All material,. such as thinners., dryers, etc, shall be of same brand at that of painting materials or of brand recommended by the manufacturer of the brand or painting materials used. All materials snail be used as delivered, From the cant, without thinning or adulteration, whenever possible to do so. All primers and undercoats or .paint shall be tinted slightly lighter than shade of finien coat. Interior Painting: Ferrous Metal Surfaces (Including existing exposed ( I , - (2) coats PE_ , Hiidl_ Flum Alkyd Satin Existing P anted Metal Surfaces Two i coats PaL 'Pro -Hide Flue. Satin ". Spot prime damaged areas of existing ferrous metal surfaces with P<L "interior Trim Primer ". Interior of ducts conne,ino, to exhaust or return a -, registers, or q f users 61,11 be given two ( ) coats of flat black enamel to a distance of 2 feet from outlet. Wood (Painted): Ore 5) _P=L interior Trim Primer and two (2) coats PaL 'Pro -Hide Pius Alkyd Satin "_ Drywall surfaces not receiving other applied finishes shall be painted - Provide the following system at locations scheduled: Eggshell Finish: One (I) coat PaL 'Oro Hide Plus PvA. Primer/Sealer", and two (2) coats PaL 'Pro-N1de Pius Latex Eggshell ". Flat Finial T - coat °!L Pro rude Plus PvA Primer /Seale, two (2) coats Fe_ "Pro -Hide Plus Latex Fia . Existing Painted Walls And Ceilings: Spot prime repaired areas, and apply Finish systems of the types and number of coats specified for D a! Surfaces. 10520 - FIRE EXTINGUISHES Fire Extinguishers: Multi- purpose dry chemical type, EL rated 4- A :40BC, IC lb. nominal capacity, in enameled steel container, for Class A, B, and G fires. Wall Mounting Brackets: Fire extinguisher manufacturer's standard. TOILET ROOM ACCESSORIES Accessory Items:Items of work covered herein shall be models as listed below and manufactured by Bobrick Washroom Equipment, Inc., or approved equal units by ASI or Bradley. Grab Bars: B -6205 x length indicated. All mounting shall be concealed. Mirrors: 5-165,1524 and /or 5 -294, 1524, as required by Handicapped Code. Surface Mounted Paper Towel Dispenser: 5 -525. Surface Mounted Toilet Seat Cover Dispenser: 5 -221. Surface Mounted Toilet Tissue Dispensers: 5 -5851. Utility Shelf with Mop and Broom Holders: 5 -224 x 36. Fastener: Provide theft proof type. PART 3 - EXECUTION INSTALLATION GENERAL: Comply with each manufacturer's specifications and recommendations For the installation of the various work under this section. Set all work plumb, level, true to line, and in correct relationship to adjacent work Securely anchor all work in place. Ensure that operating parts work Freely and fit neatly. Adjust hardware and catches as required. Repair or replace damaged materials, as acceptable to the 'Architect. Coordinate and cooperate with other trades for proper location of roughing -in services and service connections required For equipment and fixtures. Subfloors: Prior to start of laying the finish flooring, broom clean and vacuum all surfaces to be covered and inspect the subfloor. Use latex type leveling compound for filling cracks, depressions and surface irregularities in Subfloors to receive resilient flooring, sheet flooring, and carpeting. Remove coatings and adhesives form Subfloors that would prevent adhesive bond, or telegraph through the new finished floor systems. Repair damaged areas in new and existing drywall surfaces prior to application of finishes.. Apply texture on repaired areas as required to match existing adjacent surfaces. MILLWORK/CASEWORK: General: Comply with to most atringent Premium" requirements of AW: "500 - installation of Architectural Woodwork interior' as a minimum level of quality for the installation of millwork and casework. Condition Finish carpentry and millwork to average prevailing humidity conditions in installation areas prior to installing. irStail the work plumb, level, true and Straight with no distortions. Scribe and cut work to Fit adjoining work, and refinish cut surfaces or repair damage to Finish at cuts. Cleaning and Protection. Repair damaged and defective items to eliminate defects Functionally and visually- where not possible to repair properly, replace items. Adjust joinery for uniform appearance. Clean Finish millwork on exposed surfaces. crrY K ETUKW ILA PERMITCENTER or), o � kennethpark Architecture - Planning a interiors 360 Lexington Avenue New York NY 10017 Tel 0 212 599 0044 Fax s 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /UCENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 A 01.11.02 L.L., PERMIT & BID DATE REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3.666 S.F. SHEET TITLE: ARCHITECTURAL SPECIFICATIONS PROJECT NO. NY01 -2748 SCALE: NO, SCALE DATE: 02 JAN 2002 DRAWN'. BY: RR REVIEWED BY: TS SHEET NO. AS.2 HOLLOW METAL FRAMES: Pl Frames: Set frame accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. FINISH HARDWARE: Install each hardware item in strict compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted on finished in any other way, install each it completely and then remove and to in a secure place during the finish application. After completion of the finishes, re- install each item. Do . not install surface mounted items until Finishes have been completed on the substrate. Set units level, plumb and to to line and location, All mortises shall be smooth and tight. Adjust and check each operating item of hardware and each door, prior to acceptance or occupancy of area, to insure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by the hardware manufacturers (graphite -type) if not other recommended. GLASS AND GLAZING: General: Comply with combined recommendations and technical reports by manufacturers of glass and glazino products as us ed in each glazing application, and with recommendations of Rat Glass Marketing Association "Glazing Manual ". Set glass plumb, level, true to line and in correct relationship to adjacent work Unify appearance of each series of glass lites by setting each piece to match others as nearly as possible. Install setting blocks of proper size in glazing rabbets, located 1 /4th of glass width from each corner. In addition to top and bottom "J" moldings, g lass shall be sec it adhesive in accordance manufacturer's instructions. DRYWALL WORK: Remove and replace Diass which is broken chipped cracked, abraded or damaged in other ways, during construction period. Wash and polish glass upon completion of installation. General: The installation required For the various drywall systems shall be in accordance with USG "Systems. Folder 5A /523 - 1550 ", ASTM 0154 for metal support installation, and ASTM C 540 for gypsum board application and finishing, Partition Framing: Erect framing plumb and true within I /8" r 12I-0". Ail partitions shall be aligned a ccurately according to oartition layout. Floor and ceiling runners shall be .attached I'o" o.c. Studs- snail be positioned vertically in the runners, spaced no greater than 16" o.c. or as otherwise noted. Anchor Al studs located adjacent to door frames, partition intersections and corners to runner Flanges with screws or other positive engagement through each stud flange and runner flange, Use full length studs between Floor and ceiling runners, splicing of stud s, shat' not be permitted Isolate stud system from transfer of structural loading to system by use of deep leg top runners. All door openings shall be double studded to comply with "Gypsum Construction Handbook" published by USG. Double studs shall be securely anchored to the jamb and head anchor clips of each door Frame by screw attachment. Install supplementary framing, blocking and bracing For support and attachment of wall mounted cabinets, fixtures, equipment, and similar work Coordinate the location of framing, blocking and bracing in wall and partitions For wall mounted equipment and furniture Furnished by Tenant, Gypsum Board Application and Finishing: Comply with USG "Systems Folder 54/523" and ASTM C540. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Locate either edge or end joints on supports. Position boards to that like edges abut, tapered edges against tapered edges and mill -cut or field out ends against mill -cut or field out ends. Do not place tapered edges against out edges or ends. Stagger vertical joints over different studs on opposite sides of partitions, Screw attach gypsum board to supporting members. Space Fasteners in gypsum boards in accordance with referenced standards and manufacturer's.. recommendations. Finishing: All joints to be taped and spackled. All fasteners and metal trim shall be spackled. Apply joint compound in 3 coats (not including prefill of openings in base), and sand between last two coats and after last coat. Casing Beads: Provided on all exposed edges of drywall, and where drywall meets dissimilar material. Corner Beads: Provided at all exposed corners. Sound Insulation: Fill all voids in partitions and walls indicated using batt or blankets in as long a lengths as possible. All insulation shall be securely held in place by friction, or by tying to ..prevent sagging and eventual gaps. Cut and pack Insulation carefully around all obstructions to provide complete and continuous seal ACOUSTICAL CEILINGS General: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, industry standards applicable to the work and to resist seismic loading as net forth by local building code. Provide and install reinforcing or supports required to make the ceiling grid system sufficiently strong to support any additional loads imposed by mechanical and electrical items installed in the ceiling. t.fnere ceilings cannot be suspended from structure due to mechanical ducts, etc, furnish and install all necessary supports and trapeze supports. Suspension systems shall be supported From the existing structure in solid and permanent manner fully capable of carrying all imposed loads. Deflection shall not be in excess of 1/350 of the span of any member. Hangers shall 'oe located not less than 6" from each end and at 4+ -0" o,c_ along main tees and at corners of light fixtures. A hanger shall also be installed at end of interrupted tees_ All splices shall be staggered in such a manner that in no case will a splice occur directly adjacent to another. Do not kink or bend suspension system hangers as a means of leveling All members shall be level to a tolerance of no 1 /8 ",in 12 ft. ore than Moldings shall be installed where ceilings meet walls, partitions or vertical surfaces'. All corners mitered_ Install acoustical .. panels in coordination with suspension system, and with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. Provide all cut outs and perform all fitting required for installation of 'items which pierce the plane of the ceiling. Gleaning: Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension . members= comply with manufacturer's instructions for cleaning and touch -up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. RESILIENT FLOORING AND BASES Match tile for color and pattern by using tile From cartons in the same sequence as manufactured and packaged Cut tilt 'featly to and around all fixtures_ Broken, cracked, chipped or deformed tile are not acceptable. Tightly adhere file to subfloor without open cracks voids, raising and puccerino at joints, t legraphing of adhesive spreader :marks through tile, or other surface imperfections. Lay tile in grid pattern with grain in all tile running in the same direction. Consult with Architect to determine direction prior to beginning installation. Avoid use of cut widths less than 1/2 the at room perimeter_ Place resilient edge strips tightly butted to tile and secure with adhesive. Provide edging strips at all unprotected edges of tiie. Base: Install in as long lengths at practicable. Tightly bond base to backing throughout the length of each piece with continuous contact at horizontal and vertical surfaces. Remove any excess adhesive or other surface blemishes from tile and base, using neutral type cleaners as recommended by the manufacturer. Protect installed work from damage until final acceptance by the Owner /Tenant. PAINTING AND FINISHING. Storage of Materials: All materials used on the job shall be stored in a single place designated by the Owner, Such storage places shall be kept neat and clean, and any damage there to or to its surroundings shall be repaired to original condition at no additional cost. Any oily rags, waste, etc., shall be removed from the building every night, and every precaution taken to avoid danger of fire, Empty paint cans shat: be placed in the dumpster dry and with the lids off. Condition of Surfaces: Remove all loose dirt, oil, grease, rust, dust, paint and other foreign material before beginning painting and Finishing. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be painted, or provide surface protection prior to surface preparation and painting operations. Following completion of painting of each space or area, reinstall removed items. Repair defects to new and existing surfaces to avoid Finish Failures or the recurrences of previous Failures. Cut out scratches, cracks and abrasions in new and existing surfaces, Fill with approved material, bring flush with adjoining surface and finish to match adjacent surface texture. Patched areas shall not be visible in the finished work Seal before application of prime coat. Existing Painted Surfaces: Remove all loose and scaling paint. Make certain that all paint remaining is adhered well to the surface, Remove all grease, oil, and other surface contaminants which would affect adhesion of the new paint Finish. Sand surfaces For proper paint adhesion, and to remove glossy areas in the existing paint. finish: Sand rough edges of bare areas to feather edgear adjacent sound Painting and finishing of patched or damaged surfaces occurring outside the contract limit area, shall be contained to the nearest change in plane or interruption of surface. Materials Preparation: Mix and prepare painting materials in accordance manufactures directions. Stir materiais,beFore and during application to produce a mixture of uniform density. Do not stir surface Film into material. Application: paint. General:. Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is a uniform finish, color and appearance. Paint surfaces behind movable equipment and Furniture same . as similar exposed surface. Sand lightly, between each succeeding ,enamel coat. Allow sufficient time between successive coatings to permit proper drying. Recoat primed and sealed surfaces where there is evidence of suction spots or annealed areas in First coat, to assure a finish coat with no burn- through or other surface defects due insufficient priming or sealing. Completed Work: Match approved samples For color, texture ano coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable_ Remove, . refinish, or repaint work not in compliance with specified requirements. Clean -up and Protection: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work clean window glass and other paint- spattered surfaces. Protect work of other trades, whether to be painted or not, against damage by painting and Finishing work. Correct any damage as acceptable to Owner, Provide "Wet Paint" signs as required to protect newly- painted finishes. At completion of work of other trades, touch -up and restore all damaged or defaced painted surfaces. END OF MATERIALS GENERAL RECEIVED cnv cF TuInvlLv PERMRCENTER kennethpark Architecture Planning Interiors 360 Lexington Avenue New York NY 1007 Tel 212 599 0044 has o 212 599 0056 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THIS DRAWING. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT t AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL. REG. No: 6739. 01.11.02 LL, PERMIT 8 BID DATE REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,6665 :FT. SHEET TITLE: ARCHITECTURAL SPECIFICATIONS 'PROJECT NO. NY01 -2748 SCALE: NO SCALE DATE 02 JAN 2002 DRAWN BY: RR REVIEWED. BY: TS SHEET NOi. AS.3 kenneth Architecture " Planning interiors 360 Lexington Avenue New York NY 10017 Tel ° 212 599 0044 Fax " 212 599 0066 www.kennethpark.com SEAL: 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL.REG. No: 6739 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666S.FT. SHEET TITLE: SCHEDULES PROJECT NO. NY01 2748 SCALE: 1 NO SCALE DATE: 02 JAN 2002' DRAWN BY: RR REVIEWED NY: TS SHEET NO. 01.11 02 L.L., PERMIT &BID DATE REVISION S 0 0 0 T S STORE #14398 A1.O RESPONSIBILITY SCHEDULE DOOR TYPES ROOM SCI- IEDULE SW311 DESCRIPTION DOES NOT APPLYI EXISTING IANDLOK G.C. POOR SHOWN ON SALES SIDE NO SPACE WALL BASE FLOOR CEILINGS REMARKS MATERIAL FINISH HEIGHT 100 SALES AREA PI/I 2/P3N1BI W52 FI OPEN P3 OPEN CEILING TO BE PAINTED - �.. O ' 3/4 HOUR FIRE RATED H.M. DOOR EXIT DOORS ONLY U.N.O. - HOLLOW " METAL FRAME '' KICK PLATE FURNISH_ UNLOAD INSTALL FURNISH UNLOAD INSTALL FURNISH UNLOAD NOTES NE: �.1,-ES \- 15555 5 JNI - II30'44N ,0-,SI - 01 STOCK ROOM P5 v51 F2 OPEN WA - OPEN CEILING \ _ S ___ \ \ - 102 FITTINGS R CORRIDOR P5 W52 P2 GYP. BD. CLG. P5 10' -0" NEW GWB CEILING 103 N.C. FITTINCs ROOM WCI WB2 F2 GYP. BD. CLG. P 5 10' - 0° NEW GWB CEILING, OILNER VENDOR TO SUPPLY COAT HOOK PANEL, GC INSTALL 161 15uNSfSN 55515 GENERAL REQUIREMENTS I. PERM. AND FEES • 2 INSPECTION /COORDINATION 3 1, CRARY HEAT I • I 1 \ C m TOP OF /FLOOR to 104 (F) HL. TOILET P5 / EXISTING EXISTING F2 / EXISTING GYP. BD. CLG. P5 /EXISTING 10' - 0 ° EXISTING GU1B CEILING 4 TEMPORARY ELECTRICAL • • 1 S TEMPORARY ENCLOSURE G. CLEANUP • 1- INSURANCE 8. JOB PHONE • • ( `r 02 SITE WORK I DEMOLITION • • ...z__ ,- O ®- „, I 2- SAW cur SLAB • '-' SENSORMATIG FLOORMAX 3 INSTALLATION - I 0� 5515 ai,NoNc4 GONGRETE SLA L LEVELING OF GONGRETE FLOOR • VIF/ AS REQ'D AT (E) FLOOR TRENCH AR AND B A - FITTING ROOM DOOR B ALL HARDWARE TO COMPLY WITH ADA'ACs AND LOCAL HANDICAPPED CODE - REQUIREMENTS DOOR SCHEDULE ALL EGRESS DOORS SHALL WI OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE 2. VAPOR BARRIER 1 • VIF/ AS i�Q'D AT ( - c ) FLOOR TRENCH AREAS 3- CONCRETE SLAB 4- EXPANSION JOINT MATERIAL PARTITION TYPES DOOR NO ' DOO = TYPE SIZE/LOCATION FINISH F RAME MAT_ WNW GR. H/J DETAIL THRESH, DETAIL R ATING S REMARKS NOTE: ALL GAPS, PENETRATIONS AND AREAS AT FLOOR AND AT TOP OF WALL CONSTRUCTION SHALL BE COMPLETELY SEALED WITH FIRE SAFiNG MATERIALS AT RATED WALLS. ALL WOOD BLOCKING SHALL AE FIRE R TREATED. ALL SEALER, INSULATION, ADHESIVE AND COATINGS SHALL BE IN ACCORDANCE WITH UL•123 AND ASTM E -84- MASONRY O A 3' X FITTING X 1-3/4" YIF HG. FITTOVG ROOM B T LAMINATE BLUE, TBD. WOOD GROUP • 5 ID /AID - _ MOUNT DOOR FOR 16" CLEAR AT BOTTOM OWNER VENDOR TO SUPPLY DOOR HINCsES AND LOCKSET, G.C. TO INSTALL GC TO PROVIDE WOOD TRIM FOR FRAME 1MN05tlU CONCRETE BLOCK ;I. rfggI • • 1 i A. TENANT DEMISING WALLS < REPAIR • • i OS I B. PATC METALS _ g 3-9/B II 8' 3- 8" /8 ,: F IRE/SMLKE STOP BY TENANT 3 -5/8" PARALLEL WITH RIBS W/ JOINT /8 :: COMPOUND PERPENDICULAR iR FILL 0 FIRE SAFING. O B 3' - 0" X 1' - 0" STOCK TO CORRIDOR HOLLOW MTL. GROUP • 4 I1,4,10/A1.0 3C/A1.0 N/A _ 511513W lV I- STRUCTURAL STEEL 2 METAL ANDS • • ■O ®® ■ ■0 ® ■ ■ ■O�Om ilmom • ■0 sIGNAGE SUPPORT AT STOREFRONT A. TENANT DEMISING WALLA INTERIOR PARTITIONS ■00■ ■■■ ■ ■ /11/M131313=111111 /11/M131313=111111 ■■■■■ PROVIDE a/8 G.! ON TENANT METAL STUDS TI , 1 rft S�I -^L p }- /b" 20 CAW METAL STUDS = e I6" OC = 3 TYPE G.G _ " ` _ "x" GYP. BD. 3 S 5 DFS OF METAL STUD BT GC. I I �CRIZON A BRIDGING A GC g ' -0 0.0 BT T I '4" TAR 10 DETAIL 6/A10 FOR REQUIREMENTS FULL 4EIC -H' PAI IGN L UNDERS GF n DECK 3 5/8" ML 5ND5 s . OL. ETA BT G.C. '/e" GYP. BD. I q SOLES SIDE OF M ETAL 5ND 8Y G [ I lU/ BRIDGE BRID GING- I /� R O DETA L�6/A10 (Q 5Ta1CNRAL FLOUR II NEW D �NDERSIDE F DECK ,.: DEMISING I WA E M I SING W/ NW E l l 5/6" CN18 TYPE "X" BY G L ON 5ALE5 S { CONTINUOUS 12" WIDE 16 GA. MTL STRAPPING BENEAT NEW GWB REFER.T DETAfL T /AlID FOR REQUIREMENTS . BD. I ON 5ALE5 SIDE OF G- FURRING C PARTITION IF APPLICABLE O g 3' - 0° X T - 0° (YIP) REAR EXIT DOOR pP5 HOLLOW MTL. CROUP '3 IA,I1A,15/41.0 - 3/4 HOUR D. STOCK/SALES E. TOILET ROOM PARTITION MANAGER'S M PARTITION G. FIRE CORRIDO � 4 B O ■■ 3'_0 X l STOCK TO TOILET MW HOLLOW MTL. GROUP • I 1,4,113/A10 3C /AID N/A A. SURFACE MOUNTED STANDARDS NEU • L P • VIF LOCATIONS WITH PLANS PATCH REPAIR AS RE DO NOT DISTURB, Q'D G /' CQ:WG IN DE MI5 NG r'' T " FOg _• I- BLOCK! BLOCK! NG 2. SHELVES "� • • i • _-- . COUNTERS P YUING ■„x�� • •• • • ,• • G PURRING G. PLASTID LAMINATE NEW NEW TOR REQUIREMENTS CHASE WALL. OOUTRIGLER/ 5/8' DEMISING METAL STUD BY GG NEW DEMISING- WALL 1. STEREO SHELF 8. FALSE CEILING BEAM • • I• 9. TOILET ROOM SHELVING NEIIIIMIIMMINNIMMIll • • • GC. TO FROM SHELVES AND STANDARDS O 5B - Y °E "k GYP BD ON ONE &IDE'OF 20 GA 3 56 METAL STUDS o 16 OC.' SHOE WALL TYPE X GY° BD ON WALL PART( - ION MOISTURE CONTRO NE OV ERHEAD ROLL NG GRILLE 1 - 0 ° (W) x 11' 0 °(H) NEW OVEfiI - ISSN ROLLING.GRILLE AT ENTRANCE BY DYNAFLAIR ... NEW MOTORIZED OVERHEAD ROLLING GRILLE BY'DYNAFLAIR 10tl1 �Nf I. CAULKIN 2. SEALANT • • • • • • 3 ,/8 j RE/WOKE STOP BT TENANT FIRE/ g 3. INSULATION 3. WATERPROOFING • • • • REQUIRED AT SLAo CUTS AS RE 3 . "' " L_- FLOOR OF ABOVE STRUCTURAL "° F_OOR DELL d30`F 11 ®I L- UND RME - RAL FLOOR S R1C7L' ^ DECK /8" PARS! LEL WITH Rigs W (JOINT /8 L•MPGN FGP FILL UU N ' REFER TO ARCHITECTURAL SPECIFICATIONS FOR COMPLETE FINISH SPECS AND REQUIREMENTS 08. DOORS I. STOREFRONT GRILLE • •; • 1 AND INSTALLED BY DYNAFLAIR y_ LL Q B 0 F I mo - N' ( 3= /8" 20 GAW METAL STUDS ° I6" OL. 3Y G -C. I n bWoL tun G fDes I{ I [ Ho2I%CwraL BRIDGING W/ BRING= CU, RI s ec I R.=F -2 O DETAI_ b /AiC I FINISH SCHEDULE E GONTRAGTOR SHALL 2. STOREFRONT GLASS 3_ FIRE CORRIDOR ■ ■ ��M • ■�m • • ® ® COOrmMATE WITH RETAIL STOREFRONT GRP. { , tttlll II u �b..0 3 /8" METAL 5ND5 I b" OL. BY C - B , ! INDERSIDE G I STRIJLNRAL FLOOR DECK EX ISTING DEMISING w /aL G B MYP I BT GL ON 5ALE5 510 ! UL DESIGN 81465 I�I KEY ®,MARMOLIUM ® , MT- MATERIAL 1'C MAN4[� /SUPPLIER SPECIFICiATIONJ 'GL MI75T SU&MIT 92 FLAME SPREAD R SPECIFICATIONS [ . I - 9 - . tION TO LOCAL &11LDMG AUTHO FLAMESP• IIIEIIIMIIIIIIMIII ESTING REF. :.. 5- MANAGER'S ROOM DOOR ■ ■ ■■■■ V NYL TILE ', VALSPAR FOR80 INDUSTRIES ARMSTRONG KAWN I�R WHIG BLUE, GENERAL SALES AR (FI2 - .31 VAN GOGH YELLOW, SALES AREA ACCENTS) (FI.I - SALES AREA) 6. SERVICE DOOR !u O ( IllD O 1 4CE IMPERIAL TEXTURE STANDARD N ><51915 - COLOR: CHARCOAL VALSPAR ."T36A489 FLUROPON PREMIERE CHAMPS SPORTS SLEW: FACTORY APPL FINISH 8. OCR ROOM DOOR 9. INTERIOR FIRE CORRDOR DOOR. ■ ■■ ■ ■ ■ CI ®■■■ ®�■ 10_ FITTING ROOM DOORS PROVIDED B7 OUPER VEhIDOR INSTALLED B' 'r 1015 SLOT waLL o BE LAMINATE DOVER (W DRYWALL ..ND METAL PURRING. WJERE SHG1.N LNL /NO N FRfMDm SYTENANI (AND INSi ALLEN BY GC - 1 E1 5311S1N1d FIN( L - 'I' - • �• - I� ■ ■ ■ ■�000� 2. FINISH FLOORING MT -2 PLATINUM GREY ', FIXTURE METAL POWDER COAT FINISH RATED DE L- WALL WCI WALLGOVERING WOLF GORDON GHADINIG ° TYPE II, GWK 5-861 - COLOR: STRAIN A. SALES AREA • • • j I MARNOLEL61 BY OWER INSTALLED BY GG. AA. SALES AREA LOGO B. STOCK ROOM ■ ■)■0 ■ ■■■■0 ■�® ®I® NI31 WB2 SLATWALL WALL BASE MODERN MANUFACTURING G.G.. 9' - HIGH 5/4 THICK- SLAT WAL WITH PL FINISH (REP: MICHAEL DAGEN) 4 HIGH POPLAR HOOD BASE E SALES AREA - PAINT TO MATCH P4 G. TOILET ROOM D. MANAGER ROOM e,� ®® -02 2- QI,1 'iEMEN 5 N=u ., - <"ICN UAL nc = LL �EIG -+I FURRED o ui WALL © NEW 1 .aou STOK/ B OF HO 5AFIN SEAL A LvoIDS, CRACKS AND PENETRa cos A D LI TED AFIR RAT FIRE SAFNG SEALANT AND MAINTAIN FIRE 00:0 3 /4' POPLAR TRIM. Pawt E. FIRE CORRIDOR F_ FITTING RO �,m®® 4 _ - O, /s' a O\ � 51D -S Or Mi_ S- o ✓ 05 WAL VBI PI ' WALL BASE PAINT JOHNSONITE DEVOE/GLIDDEN/IGI 4° HIGH VINYL BASE 440 BLACK I0I.416 GOLDEN WHEAT - EGGSHELL -LT. ORANGE - SHOE WALL GLASS A/I GLASS A/I ASTM 553 ASTM 353 3. WALLS A. SALES AREA ■ ■0■■EICI® OW'ER PROVIDED , G.G. TO INSTALL B. siocK Roots G. TOILET ROOM ■ ■■9 • • • I• ! I •• ® , 3" - BB ON / 'YPE c °G ° - YE A' L SrV trz - ^, � W'ooD BLOCKING P2 ' PAINT DEVOE/GLIDDEN/IGI ICI X677 FALLING STAR EGGSHELL- LT. YELLOW -DEN. WALLS CLASS ASTM 553 D. MANAGER'S - 0011 E. FIRE CORRIDOR D ■ 0 ■ ■W ■ ■ ■' ®® 1 ■�■ 1• rz° ,n � 1575 BLUE - DECK AND CEILING GLASS A/1 ASTM E83 ` ��� g ` � - I PAINT PAINT DEVOE/GLIDDENACI DEVOE/GLIDDEN/IGI ICI# PHANTOM : UNISTRUT, IGIS!575 PHANTOM BLUE - AT WOOD BASE AND GASHWRAP (COORDINATE W/MWG) CLASS A/I ASTM E83 F. FITTING ROOMS 4. • • 4 5ALE5 AREA B. STOCK ROOM ■0■0 = = 0.m�® ■■■■ ® ® WAD B v l BASE PAINT DEVOE/GLIDDEN/IGI 2012 MP SOYY 531051 SWISS COFFEE Si DING SURFACES CLASS A/I ASTM E83 C- TOILET ROOM D. MANAGER'S ROOM wo7L BASE PAINT BENJAMIN MOORS HARBOR GRAY AG-25 SEMI -GLOSS N DOOR TRIM ASTM EEO IRE CORRIDOR � ■® -� / , � - LAMINATE PIONITE PIONITE - NEGOTIATING IN GENEVA PFA60 -SUEDE CLASS G /III ASTM E54 F Roots 5- CEILI • • • WOOD BASE -' �- SLO'U LL PJRN . 3T L P ER - Ix T 3T R S1PiEV GL. IVS OPENING) en MI COLOR, WHITE AUROTONE OMNI FISSURED 2' X 4' ACOUSTICAL CEILING TILES CLASS A /25 ASTM E1264 A SALES AREA B. STOCK Roots • • '• OF. CEILING , PANT A5 SCHEDULED OPEN GEIL ® NEW ' � ' - "' I /8' 3" ACT I GRID GWB U -5.., C - . .G. 5/8 ° TYPE "X GWBON 3-5/8 METAL STUD FRAMING 16" O.G. AND CROSS BRACED TO STRUGT. ABOVE G TOILET ROOM ® G BOARD CEILING, PAINT AS SCHEDULED D. MANAGER'S ROOM E. FIRE CORRIDOR ' 1 1 5 /a" GOB CN 3 5'8" x ' I I t I HARID WARE GROUP ' NOTE: ALL HA WAR PROVIDED BY TENANT'S CONTRACTOR 1.04LESS OTHERWISE NOTED. LEGEND., F. FITTING ROOM • i• • NEW GTP BOARD CEILING, FAINT AS SCHEDULED DETAIL A (MTL FRAME 2° 2" - 20 CA METAL FRAMING. (CASED Group I (TOILET) ♦ ou *2 (M . RS) Group °3 (SERVICE EXIT) EXISTING PARTITION TO REMAIN SPECIALTIES ROOM ACCESSORIES • 2. ._SPEAKERS 2 SPEAKERS , : 1 • :• le GL_TO COORDINATE OWNERS INSTALLER GL. TO cocrm WITH RETAIL sTORRONr c -RP HEAD) DETAIL C '3 /a popLAR ° POPLAR AIM S/3 0 Gca WB rF OV TAL 3 S/3 x G G_^. / PAINT E -I r, 7 F F%: NL- ® ® (FIELD VERIFY EXACT LOCATION) TYPES) 3. STOREFRONT SYSTEM 4REGISTER,. A51REGISTER,. SYSTEM • :.. - • I • i • GC. TO FULL WI. CASNERAP TO MANAC'Ri 's DES( 1/2 - PAIR OF BUTTS I EA- PRIVACY LOCK EA. WALL STOP 2 EA. KICK PLATE 3 SILENCERS - I 1/2 P - •" - I EA LOG. '� I EA + S - 2 -. KICK PLATE SILENCE I V2 - PAIR OF BUTTS 2 EA WALL RDW TOP 4 EA. KICK PLATE 2 SURFACE MTD DOOR PEEPHOLE c 1 m NEW PARTITION (SEE PARTITION _ _ EXISTING PARTITION TO$ GN GG. TO coo�MATE W/ OWNER SIGN CONTRACTOR I. STOREFRONT SIS ■■I� w \ 1� W 1N3WdifID3 2. STOREFRONT BLADE SIGN FIRE EXTINGUISHER ■■� ®M ■ ■ ®® ®® A$ PER LOCAL CODE AND Flr€ DEPARTMENT i a m • .� \ i ��'. �I L X EXISTING DOOR TO REMAIN „® 5'1-0NSIIAIM FURNISHINGS /MERGHANDI5ING- FIX'NRES I. FIURES/FURNITU M •' • I • SEPARATE OMER'S CONTRACT,' GC TO COORDINATE 2. STOCK ROOM SHELVING ® SEPARATE OWNER'S CONTRACT GC TO COORDINATE 3. MANAGERS/TRAINING DESK „� • • • =} v m y � • oup s 4 . Group *5 (STO TO CORRIDOR) (SALES TO FITTING ROOM) Group *6 _ 2° c 0 3" s/a^ G w3 oN s /a° x m 1V0INVNO3W ANIG i. •� I. HvAC ■ ■ ■■■�® ®® • I • • A. UNIT 8 . DUCTWORK/DIFFUSERS 2. TEMPERATURE CONTROLS ■O■1.■0■® ■ 0■m■ GG- TO LOCATE AS REQUIRED RE GC. TO RELOCATE AS REQUIRED /( i { 20 GA. METAL FRAMING DETAIL B (MTL FRAME JAMS) DETAIL D (FITTING RM JAMB) 2 - STANLEY FOR FREE NES 2 E IGK PLATE I SGHLAGE FIO JAZZ STOREROOM ILENCERS FUNCTION FIN 626 SATIN CHROME IW'°'LLSTOP 1 DISPLAY SIDE OF DOOR. NEW DOOR (SEE DOOR SCHEDULE) 3. EXHAUST FANS w TE■® ' � 1 : I T Y P. N E A /JAMB AND SILL DETAIL NO TO SCALE © SEE PARTITION TYPES �ELEV ° SEE INTERIOR ELEVATIONS SI-IT RECEIVED CfTO OF Tu ILA ...:. ® DTL SEE (3UILDING SECTIOhte�diSDENTFR B. WASTE c. 6 .7E121-EATER 5- PLUMBING FIXTURES . E DE MOP SINK AND PIPING PROM (E) LINES OWNER'S VENDORS LIST 1. SPRINKLER SYSTEM Ili ri a �� 1 • ■0 GC TO RELOCATE AS REQUIRED 8. WATER METER 9. WATER COOLER 1 I m ■O■® SIGN MANDEVILLE SIGNS LIGHTING CAPITOL LIGHT SLAT- MODERN MANUFAC. INC. BUTTS: MCKINNEY STANDARD WEIGHT 5 KNUCKLE BEARING HINGES SF52114, 4-1/2" X 4" LATC SET SARGENT 8100 LINE LEVER LOCKSET SARGENT LINE LEVER TYPE _• PRIVACY LOCK SET SARGENT 10 LINE LEVER TYPE PANIC HARDWARE SEGURITEGH 4945 -WW2 o I CLOSER RUSSININ D022000 : - WALL STOP. IVES- #401 1/2 KICK PLATE IVE 13X36 Or 8400 12x ' ' . 1m. SLOP SINK 616 GEORGE WASHINGTON HWY 210 LOCUST STREET WALL 351 NE 185TH ST L INCOLN, RI 02865 HARTFORD, CT 06114 MIAMI, FL 33119 F. (401) 334 -9100 P= (860) 549 -1230 P: (800) 180 - 0 004 F: (401) 334-1199 F: (850) 560 -8315 F: (305) 554 -1180 ATTN: TO MANDEVILLE ATTN: SIMON ATKINSON ATTN: MICHAEL DAGEN WALL WOLF GORDON la . ELE CTRICAL • WITHIN TENANT'S SPACE 15012110513 DISTRIBUTION • • 3. T�N9FOR'IER ■ �:gg ■ ■ ■� ■ 0�� = 4. LIGHT SWITCHES 5. LIGHT FIXTURES IN CEILINGS ■■■■1� 1. EXIT NAGS IHIII • • • .EXIT GRILLES DYNAFLAIR CORP. SHELVING ACRO DISPLAY 4101 E. ACLINE DRIVE 3251 FOX STREET COVER 33 -00 404 AVE 4101 FL 33605 PHILADELPHIA, PA 19129 LONG ISLANDCITY, NYI1101 F: ( 813) 248 -0900 F: (215) 221 -2586 P: (118) 91 - P: 1813) 248 -8100 P. (215) 229 -1100 I ) 39i -4458 F: (118 IL DUCA DARRIN LEER ATTN: JUDY.NORLIN ATTN: PH A'TTN` '''. AUDIO/ CROWS' STORE - RETAIL I AV EFRONT GROUP . iO NEST ENTER FLOOR SERVICES BY DR IVE D FRONT 4 0) AVENUE VIDEO P 3 1 5H A . E "200 vCT 12 DEL SEA DRIVE '2 LEEDS, AL 35094 BELLEwE, WA 980ID5 DEPTFORD NJ 080% P C856J 848 -1119 F: (425) 109 -6151 F ATTN: PAUL MATHEWS ATM: CAROL JACOBSON ATTN JOE PALAMONE Co: FLOOR, FORGO' INDUSTRIES ® 314T • AND DETAILS ? ®D TL c SECTION CUTS. AND DETAILS T a, TOILET u FlxruRE 9, ' ' • • • ' • I MADE aMTrla+A! F REQUIRED 05 WIRE 10. TELEPHONE AGOG • • •. • • • S E/FI A N II. TELEPHONE JACKS /5ET5/IUIRES 2_ /CHIME' • • • FIR=_ ALARM SYSTEM As REQ'D BY LANDLORD /an. SILENCER' IVES,INO. 20' REDUCER STRIP I 1 PEEPHOLE ALL DOORS MUST BE OPERABLE WITHOUT SPECIAL 1 KNOWLED OR EFFECT - W/ LEVER TYPE HARDWARE 1 IN COMPLIANCE WITH STATE AND LOCAL CODES 1 ! ® SHT O DTL • . DETAIL SEE ALARM SYSTEM - FIRE 3 ALARM 14. '.SECURITY SYSTEM • • • •..• • e . TIME CLOCK 6. ' H OUTLETS • • • N EATS Il: UNIT HEATER ' I 1111111 NEW I' 1' G NEW HARDWARE NOTES '.. 5147 WALL 11111111111 HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. ALL HARDWARE IS TO BE 260 FINISH PROVIDE PEEPHOLE W/360d VIEW AT DOOR TO EXTERIOR PROVIDE WEATHER STRIPPING AND ADA' THRESHOLD AT EXTERIOR DOORS FIXTURES PAM INTERNATIONAL LADDERS PUTNAM LADDER 45 MAYHILL STREET 32 HOWARD STREET MAW. HUMBOLT IND. PARK SADDLEBROOK, NJ 01663 NEW YORG, NY 10013 HAZELTON, PA 15201 P: (800) 524 -1294 P: (212) 226 -5141 P: (800) 342 -0604 F: (201) 291 -0021 F: (212) 941 -1836 F: (510) 450 -0211 ATTN: SOS STANCZUK ATM: LLOYD JAVOIS ATTN: BILL FRANCIS F FLOOR LOO 11811 III ®® BASE CEILING kenneth Architecture " Planning interiors 360 Lexington Avenue New York NY 10017 Tel ° 212 599 0044 Fax " 212 599 0066 www.kennethpark.com SEAL: 1 HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL.REG. No: 6739 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666S.FT. SHEET TITLE: SCHEDULES PROJECT NO. NY01 2748 SCALE: 1 NO SCALE DATE: 02 JAN 2002' DRAWN BY: RR REVIEWED NY: TS SHEET NO. 01.11 02 L.L., PERMIT &BID DATE REVISION S 0 0 0 T S STORE #14398 A1.O o- oh II DEMOLITION SPECIFICATIONS JI 1. SCOPE OF WORK THIS PORTION OF THE WORK INCLUDES ALL LABOR MATERIALS AND SERVICES NECESSARY FOR MD REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SH0W AND NOTED ON THE DRAWE9S AND SPECIFIED HEREIN. N GENERAL, TEE ITEMS TO BE PERFORMED UNDER 1915 SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO REMOVAL OF ALL EXISTING ACOUSTICS MD GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE DRAWNG5. 2. CODES AND STANDARDS DEMOLITION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH TEE APPLICABLE SAFETY REQUIREMENTS OF THE LANDLORD, CITY AND STATE OF TEE PROJECT, THE ASSOCIATED GENERAL CONTRACTOR'S MANUAL OF ACCIDENT PREVENTION IN CONSTRICTION, LATEST EDITION, AND TEE APPLICABLE REQUIREMENTS OF THE GOVERNNG CODE, AND OSHA 3. PERMITS AND LICENSES TEE GENERAL CONTRACTOR SHALL PROCURE ALL CITY, AND STATE PERMITS AND LICENSES,,AND PAY ALL CHARGES AND FEES FOR THE SAME, UNLESS OTHERWISE SPECIFIED BY OWNER THE PLANS SHALL BE FILED W/ LOCAL BLDG. DEFT. BY THEG NER 4. ORDINANCES. AND PROTECTION A. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL ORDINANCES AND LANDLORD REQUIREMENTS REFERRING TO THE PROTECTION. OF TEE PUBLIC AND CONTRACTOR'S PERSONNEL AND PROVIDE PROTECTION FOR PERSONS AND ADJACENT TENANTS THROUGHOUT TEE PROGRESS OF THE DORIC B. THE LIMIT OF THE WORK ARE INDICATED ON THE DRAWINGS. UULE55 OTHERWISE NOTED. CONTRACTOR SHALL CONFINE 515 OPERATIONS WITHIN TEE LIMITS OF THE WORK AS INDICATED. C.DEMOLITION WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS. D. FIRES, EXPLOSIVES, AND OPEN FLAMES WILL NOT BE PERMITTED, UNLESS PERMITTED BY THE CITY. DOOR 1), iWLLS AND DOOR REMAIN SEXIST, R.TROOM TO REMAIN 6C TO VERIFY CONDITION OF MOIR. AND REPAIRMIN AS NECI.SAR, Eg MD YIAU-S D DOOR TO B REMOVED D0ST. ELECT. PANELS TO REMAIN E. ANY AND ALL EXISTED CONDITIONS ADJACENT TENANT PROPERTIES, HVAC AND UTILITY LINES, AND OTHER ITEMS NOT SPECIFIED ON THE DRAWINGS, ETC, DAMAGED BY THE CONTRACTOR N TEE EXECUTION OF THIS CONTRACT SHALL BE RESTORED TO FORMER CONDITION BY CONTRACTOR TO THE SATISFACTION oF THE DINER AT NO C11AN. N THE CONTRACT PRICE F. ALL 1TEM5 INDICATED AS EXISTNG TO REMAIN SHALL BE PROPERLY PROTECTED FROM ANY DAMAGES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE THE EXISTING TO REMAIN ITEMS. G. DEMOLITION WORK SHALL NOT COT THENCE UNTIL TEMPORARY WORK SUCH AS FENCES AND BARRICADES AND ANY REQUIRED WARNING LIGHTS AND APPARATUS ARE PIRUISHED AND INSTALLED. 5. SITE INVESTIGATION CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION WORK AND ANY OTHER MATTERS TEAT N ANY WAY AFFECT THE UIORC FAILURE OF CONTRACTOR TO ACQUAINT HIMSELF WITH ALL AVAILABLE INFORMATION CONCERNING CONDITIONS WILL NOT RELIEVE HIM FROM RESPONSIBILITY FOR ESTIMATES THE DIFFICULTY OR THE COST OF THE WOW, 6. DISCONNECTION OF SERVICES A.EXISTNG SERVICES THAT WILL BE DISRUPTED. BY CONSTRUCTION WORK SHALL BE RE- ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONSRATION OF SERI /ICE. B. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER C.SPRINKLER SHUT -DOW SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF U.IOR0 7. ABANDONED ELECTRICAL WIRING CONDUITS AND OTHER UTILITIES ENCOUNTERED IN TEE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO TEE EXTENT THAT THEY INTERFERE WITE NEW CONSTRUCTION EXISTINS WALLS AND DOORS 10 BE REMOVED 3' Rai:NE SOFFIT EXISTING BASE PLATFORMS TO � REMOVm I EXISTNS BASE FUiFOIL ro (E REMOVED rt- 6L. TO REMOVE t DISPOSE OF GEILIN6. LI6HT fl%n1f 7--- Y , 6RILLG`a AND Du I EAST. COLLMN FIRKINS ro ee REMOVED. 6.C. TO .10 AND DISPOSEOF EASES CAM/ FLOOR TOR rLE AND FLOO ELECT. OIIIL.ETS. PR �ARE FLOOR TO RECEIVE MY FRU516. 8. DEMOLITION OPERATIONAL PROCEDURES SHALL BE OPTIONAL WITH CONTRACTOR INSOFAR TEAT PROCEDURES DO NOT INFRINGE ON THE APPROVED WORK SCHEDULE OR SALVAGE REQUIREMENTS. WHERE SALVAGING IS REQUIRED, PROCEDURES SHALL BE NICE THAT THE MAXIMUM AMOUNT OF SALVAGE WILL RESULT. MATERIALS AND EQUIPMENT TO BE SALVAGED, F ANY, ARE LISTED BELOW. 9. DISPOSITION OF MATERIALS, EQUIPMENT, AND DEBRIS A. MATERIALS AND EQUIPMENT TO BE SALVAGED: • MATERIAL AND EQUIPMENT TO BE SALVAGED ARE LISTED ON THE DEMOLITION PLANS. CONTRACTOR SHALL CONSULT WIN TENANT AND REVIEW THE DRAWINGS TO DETERMINE THE ITEMS TO BE SALVAGED. ALL ITEMS NOTED FOR SALVAGE SHALL BE REMOVED AS CAREFULLY AS POSSIBLE SO THAT A MINIMUM AMOUNT OF RECONDITIONING WILL BE REQUIRED FOR REUSING TEE ITEMS. RECONDITIONING AND INSTALLING OF SUCH ITEMS ARE SPECIFIED IN THE DRAWINGS AND APPLICABLE SECTIONS OF THESE SPECIFICATIONS. ANY SUCH ITEMS SHALL BE PACKAGED AND PROPERLY STORED AND PROTECTED UNTIL TIME FOR THEIR USE B. MATERIELS AND EQUIPMENT NOT TO BE SALVAGED: •': MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED NCLUDN55 DEBRIS BECOME THE PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY 10. 'CLEAN UP • SALES OF SALVAGED MATERIALS SHALL NOT BE CONDUCTED AT THE UPON COMPLETION OF ALL DEMOLITION WORK, CONTRACTOR SHALL PROMPTLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OPERATIONS. THE CONTRACTOR SHALL LEAVE THE PROPERTY, THE ADJACENT TENANT SPACES AND THE BUILDING IN A CLEAN CONDITION SATISFACTORY' TO LOCAL AUTHORITIES AND THE ARCHITECT. TEE CONTRACTOR SHALL REPAIR ANY ADJACENT TENANT WALL, LOBBY FLOORING, ETC. TO TEE SATISFACTION OF INVOLVED PARTIES DAMAGED BY THE DEMOLITION PROCESS: O Eg6 14A TO REMgi PREP ME PAT ANO RE f'F>AfZE TO NEW FRl4g�1 DEMOLITION NOTES ®- REMOVE SOFFIT Ews TO � '"T RE MOVED EMSTN6 SOFFIT TO BE REMOVED': L ALL DOORS, WALLS, FIXTURES, ETC. SHOWN N DASHED LINES ARE TO BE REPROVED AND DISPOSED CF (UNLESS OTFIERUISE NOTED. 2. ANY DAMIAGE THAT MAY OCOIR DINING DEMOLITION AND /OR CONSTRICTION DUE TO TEE CONTRACTORS FAULT SHALL BE THE CONTRACTORS RESPONSIBILITY AND MUST BE RESTORED TO ORICGNAL CONDITION AT THE CONTRACTOR'S EXPENSE. 3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KND BEFORE DEMOLITION 15 COMPLETE 4. NO ALTERATION TO TEE LANDLORD'S STRUCTURAL MEMBERS ARE ALLOWED. 5. 005E SATE WITH THE LANDLORD OR HIS/HER REPRESENTATIVE PERTAINNG TO ANT DEMOLITION RESUIR ANENT AND PROVISION AS REEARED. 6. MANTAN ALL FIRE SEPARATIONS SENSES TENANT SPACES AS REQUIRED BY ANY CODE OR REGULATION, DIANE G DEMOLITION WORK IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS. ARE TO BE CHECKED FOR VARIANCES. REPORT AK DISCREPANCIES IMMEDIATELY. TO THE ARCHITECT. SC. MUST INVESTGATE THE SITE PRIOR TO 55511551ON OF HISMER BID TO ANTICIPATE' AMY DEVIATION WHICH MAY NOT BE SHOWN ON THIS FLAN OR ANY OTHER DRAWINGS N 55115 CONSTRUCTION DCOA'ENTS. 3 NO COMEUSTIBLE MATERIALS ARE ALLOWED A50VE. RESEED CEILING. 10. CONSTRICTION SIM IS TO SE SEALED .TIGHTLY. CONSTRICTION BARRICADES SHALL BE AS PER TT$ LANDLORD'S REQUIRQ4NT5, UNLESS :FROVIDED BY LANDLORD'S FEauIRE. L REFEIR TO OF NEW EOR, EN ELECTRICAL PRAWNG5 FOR ELECTRICAL_ FIXTURES LINES, ETC, ENCOUNTERED DURING DEMOLITION. ANY ABANDONED. AND/OR NOT USED EQUIPMENT, FISOU S, URNS, ETC, SHALL BE REMOVED FROM THE JOE SITE IZ REFER TO SCOPE OF NEW WORK N MECHANICAL DR LUNGS FOR ANY EQUIPMENT, DUCTWORK REGISTERS, ETC, ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED. EQUIIP ENT, FETUSES, DUCTWORK REGISTERS .ETC, SHALL BE REMOVED FROM TEE JOB. SITE. B. G.C. SHALL RELOCATE ANY EXISTNS SERVICE LINES. SUCH AS SPRINKLER MAN, DOMESTIC WATER SELLER LEN GAS LINE ETC, P REQUIRED TO ACCOMMODATE THE NEW WORC. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 6O: SAW% FLOOR FOR NEW FLOOR' II �BJ<iOR MSTNIATIRL 6L. TO EXCAVATE PER M./PAMPERS I j SPECIFICATIONS Hi REMOVE DOWNS CA9WRAP TI TEMIVRARY STOREPRONr BAR JOADE PER LANDLORD RECIIREMENS. VERIFY NTH - - 45 6.C. TO REMOVE A!ID DL LOINS ROLLR6 6S A. (E) FLOOR TILES ES BT BY FORMER 1EtJANrtIYPJ SG. TO REMOVE AND DISPOSE OP (EI STORBFONr SIENP6E. S.C. TO REMOV AND DISPOSE OF FJ - ROLR co1sTRJC STORE INCLID ROLLN6 nLEi GRILLE S AND (E, FLOOR FORl92 TeIANTtrYP) T O).- 0 14. ANY 55505ED EXISTING CONDITIONS LLNISE MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODFICATION, .LOCATION AND OR 9 -10VAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT': AT ONCE. I5. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WIN LANDLORD'S REFRRESENTATIVE S. IT 15 BE RESPONSIBILITY OF TEE TENANT OR TIE TENANTS CANIRACTORTo FIELD VERIFY EXISTNG CONDITIONS AND DIN.SIONS AT TENANT'S Em. SE M. ANY EXISTING MATERIALS EQUIPMENT NOT BENG (.USED MIST RE COMPLETELY (REMOVED AND DISFOSED QF PROPERLY AT TENAM'S EXPENSE EC C ITY R OF T UKWILA PERMIT CENTER kennethpark Architecture Planning = interiors 360 Lexington Avenue New York NY 10017 Tel 0 212 599 0044 Fax 212 599 0066 www.kennethpark.com 750 Brooksedge BhLL Neste 9e, Ohio 43061 PHONE 614.618.2323 FAX 614 %8.2.x."7 ''.SEAL:' I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 SHEET TITLE: SHEET NO. 01.11.02 L.L., PERMIT & BID DATE REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 S.FT. DEMOLITION PLAN PROJECT NO. NY01 2748 ALE: 3/16 = 1'-9 DATE: 02 JAN 2002 DRAWN BY: RR REVIEWED BY: TS A2.0 PS F2 P5 vBl -0' 104• MIRROR GLAD COLUMNS - TOP OF BASE TO 10' -0' OFF, T1'P. ALL 51DE5. � 66'v in• VINYL FLOORING SEAMY AT 6'-0 OUTRIGGER SYSTEM WALL : DISPLAY.SYSTl1. 6G ,TO PROVIDE. ALL . NEcE55. BLOOKITK FOR ATTACHMENT. REFER TO DETAIL .7/A7.0 SLATYLALL, Y&IERE(SHONAI DASHED, TO 9' -07 OFF, TYR FOR PAINT 5 ABOVE A es 5EE INT. ELEVA I ONS A6A I!.n I1• uII I 4 AREA OF TIG INSTALLATION: -� "" GOLUMFC � .�, J TENAFIf TO DE DYI6 DEL5 ! SPECIFIC - IEFORMATION ABOUT INSTALLATION WOKS PRIOR TO I NSTALLATWN -I, A. I NO. 1001 A I ' 1 14 I CHAMPS P IC ON FLOOR SRAI2H VEMD RN5TALJ- ED q B� &D . I VENDOR, INSTALl' 6L. 5 2'15/16' (E) H.G. TOILET RM, I NO. 1041 WALL SYMBOL LEGEND EXISTING PARTITION (FIELD VERIFY EXACT LOCATION NEW PARTITION (SEE PARTITION TYPES) NEW ONE -HOUR RATED PARTITION (DEMISING WALL) SEE PARTITION TYPE 6, SHT AID 61'-11 I/6' VJF. 4' STOCK ROOM SEE FI%14K RAN AND FIXTURE DETAILS FOR All ENTIRE SFOR1AITOL 5 2. SEE RBiEGTE LBUNS RAN FOR °Affil PND U6HnN6INFOIATAnON 3. NOTIFY AROITET TTEI.Y CF AN( IN n3L'IE5 oR DI.LRIYANGIEi Ib. WITH RAID IN RaAI1TION ON TOO 525.5 U5525.5 HELP GO CDEI✓DMoNS. 4. WZITTEN DIMB61O6 TAKE FREGIDENGEOJHR SCALE ON TIE CONSTRUCTION IT. DOCUMENTS DO NOT SCALE 5. ENOOIO6 ARE FROM THE FACE OFNl0IED WALL 16VSI TO FACE OFFINE D 16. WALL ISIS) ISLE. NOTED OnEB'IR ON RAN. , ALL MAN.FAGW.D ARTICLES, MATERIALS AND EOLIPMENT SHALL EE PURSED, WALLED COREGTED, ER:Cn3), USE, CLEANED AND coNorno. 04IN 14. ACCORDANCE W TIED WarAGIVRERS W IT EN SPE t6 OR 1.IFIGATIO11E1 110T6. 1. ALL WORK SHALL BE EXECUTED IN A MNIER A.M. TO THE O/f✓ER N. USf55 NOTED Oif?ERYB'� TEE GEEFRAL CONTRACTOR SHALL PRf1VIDE AND 20 ' PAY ALL LABOR, MATER NA, E JENEtLR, TOOLS, CCABIREGTI015 Fanner,, MACHINERY, TRANSPORTATION, PERMITS AND OFHt SERVICE AND '21. FA6ILITFS TSLE554RY FOR PROPER AID TIMELY ESCUTION OF THE YIORK 1. TIE TENANT'S CONTRACTORYNERANT5 TOTE OYEER AND TO THE ARCHITECT THAT ALL MATERIALS AND MOMENTS FURIES. UNGffi TIE CANNACT ARE 22 IE1 UNLESS OTHERA.51.CIFED, AD THAT ALL RRS MU_ BE AS SPECIFIED AND FREE OF DEFECTS. 10. F O R A L L WOOD N0 4 REWIRE BY CODE TO BE FIRE RETARDANT TREATS, PRO/IDE FREW. IHERSSNATION NTH FIRE RETARDANT OE?MCNS TO PROVIDE UL FRS FIRE HAZARD GIA5ER ATIO. ALL NOW SHALL EE IDENTIFIED WITH A U- LABEL. CEREIFYIN6 THIS CLASSINCATION AND FM DIAMOND. II. APFRO/S FIRE EXTIN6UISELS SHALL BE INSTALLS A5 REOIRS BY LOCAL wMOUTY. �. 12 ALL FETRA0ONS OF FIRE RE515TIVE ROOR5 OR SHAFT WALLS SHAD.EE FROTEGTED BY MATERIALS AND IRTAIL.AEO1 DUALS THAT COrFOAI TO IL&AWARDS FOR TERM. FNE1NATIONRRETOP SYSTEM. THE CONTRACTOR SHALL 51BMIT `SHOP DRAINS DETAILS MICH SHOW COMM 24. COFFORAAEE TO T. ILU5TIN6 TO THE ARCHITECT SUCH ORANNES SHALL ED AVAILABLE TO: AN( GITY INSPECTORS. T. DRAIN65 SHALL ESPEOFNG FORE. PENETRATION WITH ALL VARIABLES DEFINE?. a ALL OUTSIDE CORNERS AT DRYWALL PARTITIOSAND 0OUNTNTO .HAVE METAL CORER BEADS - SPACKLE ANTI SAND SMOOTH. 14. INAC CONTRACTOR TO SEMIT SHOP DRAWINGS OF INTENDED DIFRNHE, DUCT, TIERHOSTAT LOCATIONS, ETC, FOR RA/EN PR. TO FABRICATION AND IFLSTALLATION OF TALE O WALL TRANSITION H,G, FITTINS RM. I NO. 1031 GONSTRUGTION PLAN GENERAL NOTES TIE CONTRACTOR LS TO REPLACE ANY FIPHROOFIN6 TOEVFD FROM THE BJILDING STRICT.. DLRWS D54OJTIOWCQNSiTR000N AEGLG PAILS IN HALLS FOR RUMENS, MECHANICAL OR ELECTRICAL ACCESS TO BE A5 SPEGFND IN SPECIFICATION SEC3OI ALL 6IAE6, INTERJOR AND EMEIGR AND ALL STORLTRONT FETAL TO Bf CLEANED W A LIOIID VETB'GBLT AT CCIFLETION OF COt6TRIGTION PROVIDE DIM(N_ E RAGNE TO ETRKTURE ABOVE ALL DOOR, &MINS HEAPS AND JAMBS AS REi)IRS TO MAKE 04000.Y OHIO. CONTRACTOR IS P0POt6. FOR MNEAIMN6 INff6PITY OF RATE PARTITIO6 d STRIEMRE PARTICULARLY IEIE PENETRATED EY VARVIV TRADES AND •,.BtVILES. T. HBERAL CONTRACTOR'S TO PROVIDE d INSTALL PAPER COVERING ONFLIE TO 114E STOREFOIT SLAMS DORINO MBRCLIA✓D15116. 7EGBERAL CONTRACTORIS .5PON5IBLE F00 TIE FINAJL UP OF TIE ENTIRE PRBASE, To INGWDE, EUf NOT LIMITED TO, FLOORS, MILLI" FIXTURE, ETGL INSTALLATION OF MILIYIORK . GC. SHALL S.EFLY 8 INSTALL FP.004 0 ADEQUATE WOOD BLOGENHI TO SUPPORT ALL OMR JBR.IE AND N0'G APPLIED 6 INSTALLED ITEMS FOR FIRM AND 5E0,RE PETAUATOH oft GOOORG, ETC. 6G SHALL COORDINATE IM MWC FoRPE 004 LOGATIONAAND ADEAIAGY OF BLOCKINS REOARBENT AND PROVIDE ALL 5101 ELOEKI6 FROR TO GLOSM6 UP ANY AND ALL HALLS, COLUMNS, ETC. IF REOLIRED:FR' GEVE AID ''.. LOCAL EUILDIT OFFICIAL, 9KH BLOGKINS SHALL BE FIRE RETARDANT TREATS TO HEST SIKH RTEHRBTIT. ONCE BANS HAVE BEEN APPROVE BY LANDLORD, NO HERK SHALL BE DONE ON TR PRBUIE5 UNHL LANDLORD HA5 00FEEV AND, O4ECKED - 10 00 04. IN ALGORDAHGE WITH AL R.ROPOHTSS IN THE COIISIEETOH I400000K UPON P055E5510N OF TEE PREMISES, ENTIRE SPADE DIMENSION SHALL BE VERIFIED AND NOTED, OF ANY DISGREPANGIES BY 6.C.'S FIELD SUP.INTENDENT USING SHEET A3.0. GL SHALL SUBMIT GOP,' OF AS .0 TO THE OYWM, ARCHITECT AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. 25. GENERAL CONTRACTOR AND MILLWORK CONTRAGTOR:To COORDINATE THEIR WORK. CORRIDOR I NO: 1021 144'3 5/0' TOP WOOD mot.. FIRSH: ERISFED AWN. TOP COAT O TOP SLATWALL DTL SCALE NONE FINISH NOTES PROVIDE 12' WIDE MTL STRAPPING EE.ATH NEVI GIB. REFER TO DETAIL 7 /A7D 66'4 1/2' 0 MAVAOLIUM FLOORING SEAMS SHALL NOT FALL IN THE CENTER OF THE GTOREFRONr °FEN.. G.C. TO CENTER AND OFFSET. FROM T. OPENING, 50. THAT THEY ARE NOT OBVIOUS. VERIFY IN Flab.:; HORIZONTAL FURRING STRIPS 1551IWD 6113 TO A HEIGHT EQUIVALENT TO T. FIXED WALL GOREGTION FOR TFE FEATUI. P0575. NOTE: GC. SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS 8 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS. AT SALES AREA MUST BE TAPED, SPAGKLED B PAINTED IN THEIR ENTIRETY. I. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 2 INTERIOR GYPSUM' WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH, JUST PRIOR TO APPLICATION OF THE FIRST COAT OF PAINT IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. 3. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCH AND OUTLET COVERS, ETC, AND REINSTALLATION OF SAME AFTER PAINTING. 4. PAINTING APPLICATION SCHEDULE: PAINTED GYPSUM BOARD I COAT PRIMER 2 COATS SATIN LATEX ENAMEL, EGGSHELL IN SALES AREA,5EMI =GLOSS IN STOGKRM 5. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED, ALL PAINT SPOTS REMOVED, AND ALL AREAS THOROUGHLY GLEANED. ANY DIRT OR DEBRIS GASSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. 6. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL CONTRACTOR THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE CONTRACTOR: ' 7. WIPE. CLEAN ALL SURFACES WITH A CLOTH. :. S. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO. EXISTING FURNITURE, ADJACENT FINISHED WORK, FLOORING ETC. IF APPLICABLE. I. REFER TO DETAIL SHEET A7.0 FOR ALL APPLICABLE FLOOR TRANSITION DETAILS 10. FLOORING TO BE SIDE NAILED AS RECOMMENDED BY THE NWFA WITH NO TOP NAILS EXPOSED. THE FINISHED FLOORING 15 TO BE PROTECTED BY G.G. FOLLOWING INSTALLATION. I. FLOORING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WORKING WITH THIS TYPE OF PRODUCT. Doa c)\ FINISH LEGEND FIJ I WHISPER BLUE D m' YELLOW' 3113 (VAN G01H) I N I MARMOLIUM I 0 WCI II 502 I,PI I I P21 I F3 I VINYL TILE WALLCOVERING SLAT, WALL WALL BASE WALL BASE PAINT PAINT PAINT PAINT PAINT NEW FACADE 6,55, MULLIONS AND STRUCTURE. REFER TO DWG ABA MEN °VERNE. ROLLING GRILLE BY DYNAFLAIR L. TO PROVIDE MALL TILE.BTNN LEASE LH. AND GRILLE LINE CHAMPS SIGN ABOVE: MOUNTED BELOW SOFFIT. NOTE: G.C. MUST VERIFY EXISTING.. RESTROOM CONDITIONS PRIOR TO BIDDING. REFINISH IF NECESSARY. RESTROOMS MUST COMPLY WITH LOCAL CODES AND REGULATION FOR H/D ACCESS. NOTE G.G. SHALL PERMANENTLY IDENTIFY ALL FIRE - RATED, MALLS REDD. TO HAVE PROTECTED OPENINGS, CORRIDOR PARTITIONS, SMOKESTOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, OR EXIT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE '.FOLLOWING: "I HOUR FIRE AND SMOKE BARRIER..- PROTECT ALL OPENINGS." IDENTIFICATION SHALL BE SPACED. NO MORE THAN 12 FEET O.C. . WITH A MIN. L. 101K SIZE OF TWO (2) INCHES' IN HEIGHT ON A CONTRASTING BACKGROUND. NOTE: FOR NAILED DISGRPTIONREFER FINISH SCHEME DWG MO NOTE REFER TO INTERIOR ELEVATIONS FOR WALL FINISHES (WHISPER BLUE GENERAL SALES AREA) ( VAN GOGH - YELLOW SALES AREA ACCENTS) #51415 CHARCOAL-ARMSTRONG, AT CIT1' NON -SALES AREA TYPE II, OINK 5-861 - COLOR: STRAW ?ERMR CENTER Q'. HIGH 5/4" THICK- SLAT WALL ' WITH PL FINISH IN SALES. AREA BY MODERN MANUFACTURING 4 " HIGH POPLAR 01000. BASE @ SALES AREA - P-4 PHANTOM BLUE #40 BLACK JOHNSONITE, 4" HIGH VINYL. BASE HE NON - SALES' AREA I0I GOLDEN WHEAT - EGGSHELL -LT. ORANGE - SHOE WALL ONLY' 101 #6TT' FALLING STAR -' EGGSHELL LT. YELLOW - GEN. WALLS 101# 1515 PHANTOM BLUE - UNISTRUT, DECK AND CEILING 2012 MP # SOYY 831051 . SWISS COFFEE 8. SINN SURFACES HARBOR GRAY AC -25., SEMI - GLOSS 0, DOOR TRIM AND BASE Architecture " Planning Interiors 360 Lexington Avenue New York NY 10017 Tel 0 212 599 0044 Fax 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT DRAWING WAS PREPARED. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 NETH KS. PARK TATE OF WASHINGTON 01.11.02 DATE SPACE NO. D420 SHEET TITLE: L.L., PERMIT & BID REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON AREA: 3,666 S.F. NEW WORK & FINISHES PLAN PROJECT NO. NY01 -2748 SCALE: 3/16" = 1' -0" DATE:. 02 JAN 2002. DRAWN BY: RR REVIEWED BY: TS SHEEP NO. A3 (T re) H.G. TOILET RM, 10'-0" AFF GWB GLG. PTO. 18'3 5 /1P 24' -0' 10, AFF 6W8 GL6. F'TD. TAiATrwJ IAN M-U IAN ® ® ® i 8 .- 0 I 5' 4'-0' ED LEN UNI5TRIjT. PAINT TO MATCH CEILING. IN SALES AREA 1 O OGTRIGAL PAT.5 TO REMAIN NGZ EXISTING ABOVE NE. UNIE,F, <A TO STRUGrI; -= ABOVE 13'_0' .GK ,NO ANT 50x MOJN,,D -G: GI OUN- Nc T O'JN _D -0 5-RI::T Z= .ABOVE L IGHT FIXTURE HEIGHT PLACEMENT DIAGRAM CEILING PLAN GENERAL NOTES I. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 2. SMOKE/HEAT DETECTOR SPAGING SHALL COMPLY WITH THE REQUIREMENT OF NFPA 72 -E. THE INSTALLING CONTRACTOR SHALL SUBMIT A CEILING PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK, IF REQUIRED BY LOGAL AUTHORITIES. 3. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISHES SCHEDULE, SPECIFICATIONS, AND INTERIOR ELEVATIONS. 4. THE POSITION OF THE TRACK 15 TYPICALLY SET OUT FROM PERIMETER WALL AS INDICATED. 5. CEILING WEIGHTS ARE AS 5HOWN ON PLAN. G. CONTRACTOR SHALL FURNISH /INSTALL/MODIFY ALL HVAG SUPPLY AND RETURN DUCTIUORK, ETC. A5 SHOWN ON REFLECTED CEILING PLAN. CONTRACTOR MUST PREPARE MECHANICAL SHOP DRAWINGS ALONG WITH MANUFACTURER'S PRODUCT CUT SHEETS, AND SUBMIT TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO EXECUTING THIS WORK. UPON COMPLETION OF HvAC WORK, MECHANICAL CONTRACTOR SHALL SUBMIT TO ARCHITECT A CERTIFIED AIR BALANCE REPORT TO THE ARCHITECT 6.5. TO ADVISE VENATOR PROJECT MANAGER OF MAXIMUM CLEAR HEIGHT IN STOCK ROOM AREA PRIOR TO PR EAEGT GONNE.... THIS 15 TO ALLEN TEE: HEIGHT OF - RE STOCK ROOM 5HE_VIN6 TO BE MAXIMIZED. 1. ALL LIGHT FIXTURES INCLUDING EXIT LIGHTS, EMERGENCY LIGHTS, ETC. SHALL BE FURNISHED BY THE OWNER INSTALLED BY THE CONTRACTOR 8. UPON COMPLETION OF JOB, CONTRACTOR SHALL BALANCE THE AIR AND SUBMIT CERTIFIED COPY OF AIR BALANCE REPORT TO THE OWNER AND ARCHITECT. 9. ALL SPRINKLER HEADS WILL BE SEMI - RECESSES CHROME TYPE CENTERED IN HARD CEILING. 10. PENDANT LIGHTS TO BE HUNG AT II' -0" APP. TYPICALLY (U.ON.) II. SPRINKLER HEADS - NOTE SYMMETRICAL PATTERN TO ALIGN W/ CEILING ELEMENTS. 12. UNISTRUT SHALL SE SUSPENDED FROM EXISTING OPEN WEB JOINTS, SINGLE TUBE ONLY_ 13. ELECTRICAL LAYOUT FOR CONDUIT TO BE RECTANGULAR LAYOUT CLEAN RIGHT ANGLE. ALL ELEMENTS TO BE PAINTED IN CEILING PHANTOM GLUE, P3 IN WALES AREA ONLY STOCK RM NO. 101 O REFLECTED CEILING PLAN SCALE, 3)5" -o" SYMBOL LEGEND= SYMBOL ox S RA) NOTE ACT. H,G. FITTING RM, DESCRIPTION HVAC RE. AIR GRW.E HVAC SIFFIXAiR GRILLE SRO. DETECTOR RTC 10 0T'I FMULIGHT SNIT .1 N 600 W B1/LIS WuL scu cE sf ue. DEGIES MOM LGNMA NO. 105 s. APP 144, SW REMARKS EIFFLIED AND INSTALLED BY TENANTS' GC. RELOCATED WENS AS REQUIRED SFEAKER MI5 HEE 8195 -16 GA,FPAR CGNDUGTGR SHIELDED SKr/ MR WIRE GMGED PAIRS - IS GA, FER CONDIIOTOR SHIELDED WIRE FREN AMP TO FIRST SFEAIER 0 GA WV FIRST TO SECAID, ETC. LABEL RIGHT AND an CwNJE- CH EM BIDS, FER FROM COMIECHEL 24X TILES AND GRE,R1RU5HED AND NSTALLED.BY GC. CORRIDOR GWB GL6. PTO.': 24'-0' NOTE. G.G. SHALL FIELD EXAMINETHE CONDITION OF EXISTING TENANT DEMISING PARTITIONS B EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT N FINISHED PARTITION TO UNDERSIDE OF ROOF DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAPED, SPACKLED 8 PAINTED IN THEIR ENTIRETY. LIGHT FIXTURE LEGEND: SYMBOL .0•LEGO SERIES TRACK WOOD SERIES ACCESSORIES 4 FRD . 20A SC-. FLAN FOR LENGTHS COLOR: SATIN ERSLT'E RUSH .RLIDC 100- 111-.L REND METAL HALIDE F.. C43E2AL IIIia1NATION COLOR SATIN arms FRE I 120 WATT ° CFI WUI Fi /Fla MINT AT 1,0 OR MAX HEIGHT ALLOWABLE PER CODE, TP. ANOl 736350- TRACK LIGHT AT,STORTREIT . AND FEAl11f.E WALLS COLOR SATIN cum's FINISH dN0': CYS- 142E -2310 - canscT FUME.. TRIPLE ME 4 PIN LAtR EN UNITE MIRING ONO': T BX40E -TRACK WANTED VAX 04.1. WASHER COLOR: SATN GRES 81514 MERD&f: 1X1132 OCT CAI /4 EL820 V -5' WN HMGH25 WO C4015 Ra : 4'-0' LENGTH MOW AT I2'<D'OR MAX Haar,LOWAEI.E PER GODS, TYP. NOTE: DESCRIPTION LAMP REMARKS IM PAR30 NL SWAAL.E 42 WATT A- 40.x1514 LIMN COMPACT NUO.VENT MGM F32T55PX30 SHALL EXAMINE EXISTING CONDITIONS OF ALL AREAS COVERED IN THIS DRAINING. ANY CONDITION WHICH GILL INTERFERE WITH COMPLETION OF WORK AS SHOWN SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. 11ID:ON wsTR1T SYR. ...BD FRET ETBCTUE IRGX TO BE 199E AT ir afFUD BY ERR RESEW BY GG 19D:DIREC5T ON TRACK FREA UN A BOX • 13'-0' AFF MTD CN TRACK RECESSED Porno CE LNG MID. CN TRACK NSTALL FLUORESCENT LIGHT COVERS • 0 -6• AFT.' SYMBOL DESCRIPTION EXIT .ANO: EXfS01H 50.1E FACE DE UGHT EXIT TED. EDGE LITETTLIER AP40 E11451RFAGE110DUEDEre!mecr LIGHT - BLACK FIRE SPRINKLER SYSTEM EXISTING SPACE FIRE SPRINKLER SYSTEM TO BE MODIFIED PER NEW TENANT SPACE DRAWINGS AS REQUIRED BY NFPA STANDARDS AND. LOCAL CODES. ALL AREAS TO BE ORDINARY HAZARD. GROUP II OCCUPANCY WITH FIRE SPRINKLER FABRICATION DRAWINGS TO BE SUBMITTED BY TENANT FIRE PROTECTION CONTRACTOR (MALL'S CONTRACTOR SEE GENERAL NOTE '1, SHT A3.0) TO BUILDNG DEPARTMENT BEFORE WORK COMMENCES_ EWAN.15 RECESSED TO ETI40011.1 SNn OATH CU 600 W ELL SEND SYSIEI SFSI ER SEND SYSTEI9.E - WGLFER LAMP REMARKS TRIPLE TRACK BANNER HOLDER 4'-6' FROM GLASS TO CENTERLINE OF S/HOER TYP. CHAMP`; SIGN MOUNTED BELOW SOFFIT. LEASE LIME -0' AFF 606 GLG PM. • TRACK BANNER '4-6' FROM GLA55 : INS OF BANNS; CITY OF WITH BATTERY 13'K111. kennethpark Architecture Planning. interiors 360 Lexington Avenue New York NY 10017 Tel 212 599 0044 Pax 212 599 0066 www. kennethpark.corn SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE: STATE OF WASHINGTON NEG■ TEEED ARC: IT 01.11.02 DATE L.L., PERMIT & BID REVISION SPACE NO. AREA: SCALE: DATE: SHEET NO. STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON 0420 DRAWN. BY RR. REVIEWED BY: TS 3,666 SIFT. SHEET TITLE: REFLECTED CEILING PLAN PROJECT NO NY01 -2748 3/16" = 1'-0" 02 JAN 2002 A4.0 3/4" C G.aMRiTER MODE, RHONE LINE O„ADRAPLEx RECEPTACLE FP — 0 POWER AT TRAINING COUNTER 3 /C'' Fiala Metal Conduit us e no aluminum, flex or PVC to be up IF,e e s t wall, column, o void, in the C a p Hoard Enclosure 3/4 c 10 -18" between antenna Antennas n '� `�ar �� Pa (1.25cm (1 /2 ") min to 5cm ( 2 ") max below surface of concrete floor) Note: Performance is improved if there is a separation between the antenna and the shield tiles. If the floor allows a cut deeper than 2', use the support rods to separate the antenna from the shield tiles. A separation of 1/2 is recommended. Maintain a 1/2" minimum between the surface of the concrete floor and the antenna. Contact Cale Collins - ON SET OF PROJECT O SENSORMATIG SYSTEM INSTALLATION SCALE: N.T.S. ,rtes rn !CONCRETEI FLOOR ; 5cm (2') min SYMBOL LEGEND FP A Eas System ElectroMee Enclosure PAS System Floor Panel ELEC LEGEND 120VAC, 20AmP, 3 —wire with less Ikon .5V beMeen neutral and grourM. unswRChetl aea:�ted ca NOTES Maximum cable rvn 35 or 55 77 fmm P anel m Da ITeartl oialo ""are PawaR mounted o!wve ceYn es to servm to -ns rro,n to wager. < ane6 mart be i t /4' tulew iM1e s,naae. Dbitt eY«dl z• amrr 5. Must use Floater. install kit when wylny Panels M P,2 7. Cltl wet P 9 d art I» attached to o wntlu b 9 K 9. W nFlOOr, Panels.. Pit Dimenaa to-1e' betwee 9. Mmc Dist fmtn Power Pack to Frcloswe b7 to f ax: omtanae'rmrq Enclosure R52T2 Plate 25. NarE Fberglez RG<neraedrontractor. e � /mn� �itM1 etdl�t �M1fi� of 5000 psi requ'rad. (For example, SOUND SYSTEM CdJAMPLEX OUTLET DATA r FRO CA., -'WRAT F_x LINE FHOti LINE COMPUTER MODEM PRINTER OJT. =T OJADROPLEX OUTLET CONFUTER OUTLET / OUTLET NOTE: GC TO PROVIDE CONDUIT, PULL STRING AMY COVER ?LATE W( GROMMETTED HOLE AT DATA CABLE TERMINATION POINTS. SEE DRAWING AS.I FOR MANAGER DESK DETAILS a OUTLET LOCATIONS O POWER AT MANAGER'S DESK POYVER /SIGNAL PLAN GENERAL NOTES L ALL CUTLETS SHALL BE WALLED AS DIMENSIa4R ON T1415 PLAN. ANY DISCREPANCIES AS TO LOCATION BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE COMMENCEMENT OF WOW. 2. ALL ELECTRICAL AND TELEPHONE WOW SHALL BE NSTALLED M STRICT ACCORDANCE WITH THE ELECTRICAL CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL OTHER AUTHORITIES HAVINU JURISDICTION. 3. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE WHITE 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH 2(TWO) FULL STINGS BACK TO THE TELEPHONE EQUIPMENT. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL GUTTED AND PATCHING OF ALL CHASES IN FLOOR, WALLS AND CEILING AS REJIRED. b. ALL SURFACES WITH EXISTING OUTLETS TO BE REMOVED, SHALL BE PATCHED FLUSH WITH ADJACENT WALL SURFACES T. EXCEPT WHERE NOTED, ALL ELECTRICAL, TELEPHONE,' AND DATA OUTLETS ARE TO BE MOUNTED IN APP. 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTL PAIR OR GROUP SHALL NOT EXCEED 6" 9. ALL EXINT G OUTLETS TO ER LAW, SHALL BE REPLACED WITH WHITE COVERPLATE AND DEVICE, IF ENDURED 10. PROVIDE MINIMUM 10% SPARE CIRCUITS IN EXISTING ELECTRICAL PANEL. PROVIDE BROKER LOCKOUTS FOR A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT. II. ALL WHIPS AS NDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM THE STORE: ALL BOXES, CONDUITS, AND WIRING MUST BE COMPLETELY HIDDEN APPROXIMATE LOCATION OF WHIPS SHALL BE 8' -6" ARE 12. MECHANICAL CONTRACTOR SHALL REMOVE AND REPLACE OUT FILTER AT HVAC UNIT TWO (2) DAYS AFTER TURN OVER OF SPACE. TO OWNER 13. TELEPHONE PANEL TO BE MOUNTED ON A. 48" X 48n PTD. PLYWOOD SHEET MOUNTED AT 48 APE. Ul/ AN OUTLET ROASTED AT 52" APE. 61 TO 6NAS E PROVIDE T- 10' . AFF. FOR WAIR S HORIZONTALLY IE ®T' -10 OFF. MOUNT ., —_ —___ DATA GABLE PULLED BY &L- FROM CASF&RAP BALK TO MANACMF5 DESK TELEPHONE OUTLET AT BACK WALL, IANDER COUNTER- COORDINATE W/ FIXTURE MAWFACTURER FOR 6ROIMMET LOCATION FOR PORES. DOOR W CI THE : RUN FARES TE ROLSH ME. CONDUIT. C11RE TO BE LOCATED IN GASIVIRAP PER MAW DIRECTION, E.R& OUTLET: ED NON- DEDIGAT137 corms. (0 DEDICATED CIRCUIT 120V, 20A YI/ C TAD OUTLET AT EACH WELL TELE/DATA OUTLETS: PROVIDE 1' DIA CONDUIT STUB -UP (2) TELEPHONE AT EACH WELL A) KIT42. GABLE POKER/DATA/ME Z P AND BUSH, FEEDS TO GASHWRAP TO RUN, INOONG.: SLABS PAT. CONE. SLAB TON ATCH 0e„ G:FI WALL MOUNTED DOUBLE DUPLEX ELECTRICAL RECEPTACLE. LEGEND WALL MOUNTED DUPLEX ELECTRICAL RECEPTACLE (R = RELOCATED, E = EXISTING TO REMAIN) (MOUNT HORIZONTALLY IN BASE IF PERMITTED, ELECTRICIAN TO VERIFY LOCAL CODES IN SALES AREA) CEILING SURFACE MOUNTED DUPLEX ELECTRICAL RECEPTACLE (MOUNT RECEPTACLE PARALLEL TO STOREFRONT GLASS) GROUND FAULT INDICATOR 20A DUPLEX/RECEPTACLE WALL MOUNTED DUPLEX ELECTRICAL RECEPTACLE, 15 AMP SC WITH ISOLATED GROUND. PROVIDE ORANGE DEVICE. WALL MOUNTED DUPLEX, RECEPTACLE, 15 AMP SC. FLOOR MOUNTED ELECTRICAL RECEPTACLE, SEE. PLAN FOR SPEC, PROVIDE (I) DEDICATED ORANGE DEVICE, AND (I) BROWN DEVICE. FLOOR. MOUNTED TELEPHONE/CHIME OUTLET, SEE: PLAN FOR SPEC. FLOOR MOUNTED COMPUTER OUTLET, SEE PLAN FOR SPEC... WALL MOUNTED DATA OUTLET, RUN FULL STRING- IN 3, CONDUIT BETWEEN CASHWRAP AND STOCKROOM. PROVIDE PULL STRING AT EACH LOCATION FOR FUTURE CABLE PULL.. SPEAKER CABLE TERMINATION LOCATION, SEE REFLECTED CEILING PLAN FOR SPEAKER AND CABLE SPEC. PROVIDE GROMMET HOLE (COAXIAL COVER PLATE). WALL MOUNTED TELEPHONE OUTLET. PROVIDE PULL STRING BACK TO TELEPHONE EQUIPMENT IN STOCKROOM. 24' -0° ,llN6110N BOX FOR SE N.SORMATIC FLOORMAX3 COVER PLATES FOR THE SENSORNIATIC ELECTRICAL CUTLETS TO HE SATIN CHROME FINISH AND PLACED ON THE BACK OF THE STOREFRONT COLUMNS FOR THE SBNSOWMATIC SECURITY PEDESTALS AREA OF SENEORMATiC FLOORMAX S INSTALLATION: TENANT TO PROVIDE DM. DETAILS E SPECIFIC INFORMATION ABOUT INSTALLATION RECLAREMENTS PRIOR TO INSTALLATION. S.C. TO VERIFY ALL INSTALLATION YUTH SBSORMATiG CONTRACTOR � I I LIGHT SWITCH O MANAGERS DESK ELEVATION 00 I00 P- o'o ep tAT B PROBER DuPtEx SCALE: N.T.S. FT THERMOSTAT © SPEAKER/STROBE: WHEELOCK E-R0 SERIES WITH NHITE GRILLE, RECESSED PROVIDE CONNECTION TO FIRE ALARM PANEL IN STOCKROOM. MOUNT AT 6-8 A.F.F. PROVIDE STROBE ONLY IN BATHROOM. IF REQUIRED BY LOCAL AUTHORITIES. 1'E) DOORBUZZER DOORBUZZER CHIME: NUTONE, MOUNTED TIGHT TO CEILING AT STOCKROOM AND INSIDE OF CASHWRAP AS INDICATED_ CI DOORBUZZER: TRANSFORMER. MOUNTED JUNCTION SOX RECEIVED ' cm of TuICwILA I,WHIP: PROVIDE POWER TO CABINETRY LIGHT FIXTURES PER/FM RECEPTACLE NOTEM : GC- SHALL MOUNT ALL RECEPTACLES IN SALES AREA ONLY I- IORIZONTALLY IN BASE IF PER" IITTED DY LOCAL AND STATE CODES ELECTRICIAN' TO VERIFY. kennethpark Architecture o Planning o Interiors 750. Brooksedge Blvd. Westerville Ohio 43081 PHONE 614.818.2323 FAX 614:818.2337 360 Lexington Avenue New York NY 10017 Tel a 212 599 0044 Fax 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER. MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 01.11.02 DATE A 8 L.L. PERMIT & BID REVISION PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 SET. SHEET TITLE: POWER /SIGNAL PLAN PROJECT Na NY01 -2748 SCALE: 3/1 = , -0" DATE: DRAWN'. BY ERR REVIEWED BY: TS SHEET NO. STORE #14498 02 JAN 2002.. A5 TOILET ACCESSORY SCHEDULE ITEM TOILET SEAT COVER ASI 04115M DISPENSER TOILET PAPER ASI HOLDER 0040 GRAB BAR COAT HOOK AND BUMPER LIQUID SOAP DISPENSER ELECTRIC HAND DRYER TOWEL DISPOSAL ROLL PAPER TOWEL DISPENSER MAN MODEL' 3500 SERIES 0,4 0371 0600 ASI A$i ASI MIRROR 15' X 36" A51 ASI ASI XAS 0825 8522 DESCRIPTION SURFACE MOUNTED DOUBLE SURFACE MOUNTED JUMBO ROLL STAINLESS STEEL EXPOSED MOWTING I- 1/1" DIAMETER STAINLESS STEEL CHROME-PLATED BRASS WITH RUBBER BUMPER - FOR USE WM4 TOILET PARTITIONS ONLY SURFACE MOUNTED .1514 -UP TYPE STAINLESS STEEL CHANNEL FRAME MIRROR AUTOMATIC ELECTRIC SURFACE MOUNTED PWHC (WHITE, FINISH STAINLESS STEEL WITH SATIN FINISH STAINLESS STEEL WITH SATIN FINISH ADA HANDICAP ACCESS REQUIREMENTS A. AN UNOBSTRUCTED TURNING SPACE OF 60" IN DIAMETER SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET ROOM. B. A CLEAR FLOOR SPACE OF NOT LESS THAN 48" WIDE AND 56" LONG SHALL BE PROVIDED AT AT LEAST ONE WATER CLOSET FOR THE USE OF THE HANDICAPPED. WHEN SUCH WATER CLOSET IS WITHIN A COMPARTMENT, ENTRY TO THE COMPARTMENT SHALL HAVE A CLEAR WIDTH OF 32 ". A DOOR, IF PROVIDED, SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE IN FRONT OF THE WATER CLG.T. EXCEPT FOR DOOR SWING, A CLEAR UNOBSTRUCTED ACCESS NOT LE55 THAN 42" FORA LATCH SIDE APPROACH AND 45" FOR THE OTHER APPROACHES SHALL BE PROVIDED TO TOILET COMPARTMENTS DESIGNED FOR USE BY THE HANDICAPPED. THE HEIGHT OF WATER CLOSETS SHALL BE 11" TO 19" MEASURED TO THE TOP OF T. TOILET SEAT. C. GRAB BARS AT EACH SIDE OR ONE SIDE AND THE BACK OF THE WATER CLOSET SHALL BE PROVIDED AND SECURELY ATTACHED 33" TO THE CENTER LINE ABOVE AND PARALLEL TO THE FLOOR GRAB BARS AT 114E SIDE SHALL BE 42" LONG WITH THE BACK END POSITIONED 12" FROM THE REAR WALL GRAB BARS AT THE BACK SHALL BE 36" LONG WITH ONE END POSITIONED 6" FROM THE SIDE WALL. THE DIAMETER OR WIDTH GE THE GRIPPING SURFACES OF THE GRAB BARS SHALL BE 1 -1/4° TO I -I2' AND THE SPACE BETWEEN THE WALL AND THE GRAB' BAR SHALL BE 1 -I2 ". D. A CLEAR FLOOR SPACE OF NOT LE55 THAN 30" WIDE AND 45" LONG SHALL BE PROVIDED AT AT LEAST ONE LAVATORY. SUCH A CLEAR FLOOR SPACE SHALL EMEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. A KNEE CLEARANCE THAT IS AT LEAST 21" HIGH, 30" WIDE, AND 19" DEEP SHALL . PROVIDED UNDERNEATH LAVATORIES WITH EXPOSED PIPES INSULATED, OR OTHERWISE CONFIGURED, 50 AS TO PROTECT AGAINST CONTACT. LAVATORIES SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34° ABOVE THE FINISH FLOOR E A CLEAR FLOOR SPACE OF NOT LE55 THAN 30" WIDE AND 45" Lome SHALL BE PROVIDED AT EACH WATER COOLER FOR THE USE OF THE HANDICAPPED. THE WATER COOLER UNIT SHALL HAVE A KNEE CLEARANCE THAT 15 AT LEAST 21" HIGH AND I1" -I9" DEEP. SPOUTS SHALL BE NO HIGHER THAN 36° ABOVE FINISH FLOOR TO THE SPOUT OUTLET. F. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR WHERE PAPER TOWEL DISPENSERS AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN 48" ABOVE THE FINISH FLOOR TO THE HIGHEST OPERABLE PART. H. WHERE TOILET PAPER DISPENSERS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN REACH AND 19" MINIMUM TO THE CENTERLINE ABOVE THE FINISH FLOOR I. CONTROLS AND SWITCHES ON WALLS ARE TO BE PLACED A MAXIMUM GF 48" ABOVE THE FINISH FLOOR ELECTRICAL RECEPTACLES ON WALLS SHALL BE HIGHEST OPERABLE PART OF CONTROLS AND THE LOWEST OPERABLE PART CF CONTROLS AND THE LOWEST OPERABLE PART OF RECEPTACLES. FINISHES WBl SLAT WALL WB2 WALL BASE VINYL TILE L PAINT PANT ® PAIN ® PAINT ® PAINT GC TO FROVIDE (2) SURFACE —' MOUNTED STANDARDS OVER TFE .iSTNC- WATER CLOSET. MOUNT 4 TO 4 AT 2' -0° APART_ PROVIDE BLOCKING AS NECESSARY_ VFW. CHAMPS AND SIZE CONDmCNS FOR MOUNTING GE FNSHID FLOOR THIN, (WHISPER ELITE GENERAL SALES AREA (3113 VAN G-CGH - YELLOW SALES AREA ACCENTS, 51915 CHARCOAL - ARMSTRONG, AT NON -SALES AREA WCI WALLCOLEEINC TYPE it HUNT 5 - E61 - COLOR STRAW 9' HIGH 3;4" THICK- SLAT WALL WITH PL FINISH N' SALTS AREA BY MODERN MANUFACTURING A' HIGH POPLAR WOOD BASE • SALES AREA PANT P -4 ® WALL BASE •40 BLACK JOFNSCNITE, 4" HIGH vNYL BASE •NON -SALES AREA AND ABOVE 20T MP • 50YT 831051 SWISS CO�EE • GLUE SURFACES HARBOR GRAY AC -25 , 5cT11 -GLOSS DOOR TRIM NOTE: FOR DETAILED TFORMATION ON ALL FINISHES REFER TO FINISH SCHEDULE .DWG A RID ELLyj VBI ELEV_2 IC1 WIDEN URNEAT- EGGSHELL -LT. ORANGE. - SHOE WALL ONLY ICI •6T1 FALLING STAR - EGGSHELL- LT. YELLOW - GET_ WALLS ICI.1515. PHANTOM BLUE - IA'ISTRUT DECK YBI O H.0. TOILET PLAN ELEVATIONS SCALE: 1/4" =1 -O" GWB CEILING AT 10' -0" AFF PANT GLEE 713D. BY CHAMPS LINE OF MARLITE PANEL • 4' -0" AFF "J" TRIM AT TOP MIRROR NOTE: INSULATE EXPOSED HOT WATER 4 DRAIN PIPES - NO SHARP OR ABRASIVE EDGES SHALL BE EXPOSED I-, /2 ° /I/3" Cj VI O i BTM OF STRI:CTURE • ELEVATION EXISTING OPEN MILT G TO BE PANTED ® ELEVATION ® ELEVATION SLAT WALL, FNI5ED — FRO7 9'-0" AFF LINE TO TOP OF BASE PL EXIT 5. q AREDOJ BACK GE SOFFIT, CENIt.9 ABOVE BACKSIDE OF P-5 SOFFIT PANTED I� II I I 51♦ONN AT SH OT rU A ANGLE A NEW STO,a"' FRONT PIER FNITNN N METAL TO MATCH IKAL'NEER STOREFRONT. r+/ / PROVIDE CONTINUOUS WOOD STRIP AT TOP OF SLAT WALL SILVER FINISH PANT FROM UNDERSIDE —OF CLG LINE TO TOP GE— SLAT WALL -2 ._ _ _I s N \ / OPEN \ T SCALE: I/4 " =1 -O" r ,.. X 24° ACCESS PANEL FOR OVERHEAD ROLLING GRILLE SCALE: I/4 "=1' -0" SCALE: I/4" =1' -o" O ao G o =.o FEATURE WALL TO DETAIL 10241.0 DWKG 05E FOR DETAILS. SOFFIT TO BE PANT. 11 P EXISTING OPEN CEILING TO BE PANED P -3 VJF BIM OF STF,-TURE Y 11' -0• AFP SOFFIT • STOREFRONT V2. TEfTi ESED GLA55 6° GAZING CHANNEL MT 1 PROVIDE CCNnN1cus WOOD STRIP AT TOP OF SLAT WALL SILVER FINISH 4 VJF 3 S TM C STRUCTURE TR- O ELEVATION SLAT NNWLL FINISHED - - FROM 3 -0° AFF LNE TO TOP Of BASE PL SLAT WALL: FPNSH� 1M 9 O°,AFr La¢ TG T. rx BASE 4" BY Ur THICK POPLAR PAINT BLUE O P -4 PANT FROM .. WDERSIDE GF CLG JETO-TOP OF — T L-N SLAT WALL P -2 EXISTING OPEN cEILNG [ TO BE PANTIDO P -3 I L— 4" 14.4 BY w" THICK POPLAR EASE, PANT BLUE 12 LIFESTYLES WALL SCALE: I /4" =1' - 0" — BACKSIDE OF R TO BE PANTED �� 1 5'-2 13116' I FURRED IG5 KW- NOTE, SLAT WALL TO BE FRONDED BY OWNER . GC TO INSTALL - CHAMPS' 5.1 PROVIDED 15 OWNER NOTE SY31 INSTALLED BY GC. G.C. TO PROVIDE , MOINirTE GN JUNCTION BOX 2" BELOW TOE OF 5., WALL, CENTERED' HORIZONTALLY MCNTi7J_ I. ABOVE OPENII. IT -0° AFF TA. STOREFRONT Y SOFFIT PANTED 2 IR" PURRED WALL, ALL SIDES PTO- CD NEW STOREFRONT FRAMING AND VJ" TEMPERED GLAZING LEASE LITE K 0 , 0 .. FIN. FL NOTES GC-SHALL FIELD EXAMINE THE CONDITION OF EXISTING TENANT DEMISING PARTITIONS N EXTERIOR GLAZING WALLS AND FRONDS. FULL. HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF ROOF: DECK AS REQUIRED. ALL EXPOSED PARTITIONS AT SALES AREA MUST BE TAFF,. ....LIED !', PANTED M THEIR BNnRETY. kennethpark Architecture o Planning a Interiors 360 Lexington Avenue New York NY 10017 Tei 0 212 599 0044 Fax 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERIT, THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE.STA. OF WASHINGTON WA ARCHITECTURAL REG_ No= 6739 01.11.02 DATE L.L., PERMIT & BID REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 SIT. SHEET TITLE: INTERIOR ELEVATIONS PROJECT NO. NY01 -2748' SCALE 1/4"_ 1 DATE: 02,JAN 2002. DRAWN BY: RR REVIEWED BY: TS SHEET NO. A6 WNPAM I2° PARTITION FRAMING SCHEDULE le 6' ER EQ 6° I - 3 -5/8" x IS GA NESTED i-11 / BRACES EACH WAY AT ROLLED A' - O.C. M AX SCREW 16 G I ;1 3/4 " A GOLD HEIGHT "H" STUD SIZE " • BOTTOM TRACK TOP TRACK f f STYLMARC COLUMN MIRROR EDGE GORIER TRIM' 120058, SUPPLIED 8' -0" SPAN II' -6" SPAN - �— - CHANNEL SPACED At I V- TOGETHER e T -0" O.C. 4' - 0" O HORIZONT EAC FLANGE 1 -12" x 3" x 16 GA CHANNEL i UP TO 16 FT. 3- 5/8 "x25GA 3- 5 /8,15GA. 3- 5 /8'k18GA 3- 5 /8"x16GA DL. ��jj Wt1141N1W . -.�... g !E I Eli B ANU G . G . GINSTALL P SE R ED. MFANRER'S P 5/S" Geis. ovEe METAL STUD FRANI. 012,11111 ExISTRY°FlR:!F N io RT1AN COL D TO 16Fi. TO 20Fi. 6' x ROOD 6° x IBGA 6" z IEGA 6" x 18GA t 2¢F'(- TO 26Fi. 6° x I., 6" x EGA. 6" x MA. 6" x 18GA. DL. CLIP ANGLE 1/4" LESS THAN NESTED SCUD BRACING STUD WIDTH. -TOP. ATTACH 0 O SOUND WITH f4) 5/8" 5 -12 SCREWS NON-BEARING STUD WALLS ONLY. OR 314" WELDS M (3) PLACES 0 PECK ELEV. NESTED BRACING a OAF) METAL STUD FRAMING. -TOP. 4' -0" O.C- MAX % BRACE LENGTH MAY i NOT EXCEED I. ALL STUD WALLS A ND PA REQUIRE GYP. P. BOTH SIDES FOR THE FULL HEIGHT OF THE STUDS (UNLESS SPECIFICALLY DETAILED OTHERWISE) 2. ALL SUSPENDED WALLS SHALL HAVE GYP BD WHICH EXTENDS 4" ABOVE TI-E SUSPENDED !UNLESS SHO WN AND /OR NOTED OTHERWISE BY HE T ARCHITECT).. 3. ALL $CUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT 4 MAX: ON CENTER THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS WITH EITHER SCREWS OR WELDS: 4. ALL STUDS SHALL BE "GEE" STUDS WITH RANGEoTIFFENERS 5. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS. I ExISTMG STRUCTURAL __ RIM G.C. - O VERIFY " —� I / �/ _. aY GL, MATCH GM of coLIAM, SY MIRROR GC, AND FRM1RXa. F COLUMN, TYR ALL 4 SIDES I I \ 4. - , . O E: SEE ELEVATION 4 /,0 j / / COLUMN ENCLOSURE DETAIL SCALE: I I/2" 0 '- r DUPLEX 0 MODEM PHONE FAX _ 0 ��� ® P.O.S. TM' p W AD a a 0 0 VF COIJaM WD14 MIRROR MID Fi2Ai"E, G.C. SUIPF-Im BY - AT AL ALL FAIR R SIDES N a J SI ES DES 4° THICK POPLAR GEC. TO AS RECUIRED PROVIDE BLOCKING OAK BENCH SEAT RIFT GUT, VINYL BY ACRD, TBD. BY CHAMPS BY G.G. O K SEAT EDGE - D STAINED C YELLOW BY CHA I I2" POPLAR TO SUPPORT SECURED TO BY GO. BOARD BOX PAINT P5 - * / / �'X 'G j / - •'� ��16GA ' TRACK OVER / 3 -5/8" x 1.A. TOP TRAGIC 1114ERE TM STUD MANUFACTURERS REca 1ENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. 6.17PICAL FAStENER: " TIE S/1 W PHIL. m A STEEL STUDS TO STEEL STUDS OR TRACKS: 8 -15 x 1/2" ITH PAN AD FOR 25GA OR 2.A. HE q0 -S x 9/ib 1 K5/3 WITH PHIL' PAN HEAD FOR INTERCONNECTION CF IBGA OR I6 GA GIRDERS AND BEAMS: B.5 S RU OR ? T L RIRLI " 94-10 °- ® 4' -0' MAX TOP. PRINTER DUPLEX _ — OLID S STAINED. / FINISH / PROVIDED / INSTALLED / i i'r % i j /��: . - SCREW TOGETHER AT 12" 0. STAGGERED I 25GA. "GEE" STUDS AT 16" O.C. MAX SEE OTHER DETAILS FOR ADD'L. II�O. / / SOLID BULLNOS COLOR / ,.. , / - I �1 - i 3/4" 1.A. COW ROLLED CHANNEL. BRIDGING SPACED AT 4'-0" O.C. HORIZONTALLY BOTTOM TRACK WITH HILTI 3WNK512 DRIVE PINS AND R36 DISCS AT 24" O.C, MAX M ETC }. TE R TEK5/4- T/4- GAUGE AND LENGTH. BE REQUIRED FO TH E GIRDERS, ETC STEEL MBE WIDE THICKNESS O O NE55 OF F THE MATERIAL TO DRILLED. D. THIN W WA 14 STEEL STUDS: 90 -24 x 314" 1EICS/3 (FLYMETAL tEKS) WITH Gr WAFER HEAD E GYP_ BD. TO STEEL STUDS:. •1 x V4 ° HI -LO TYPE "S" BUGLE HEAD SCREWS FOR 3/8 TO 5/8° GYP. O. TO 25CsA. OR2¢GASTUDS. '6 x V4" TYPE' "5 -12" PIK. F HEAD SCREE FOR 3/8" TO 5/8" GYP. BD. TO - II - ® MI ry (TBD. I I2 X CLEAT BENCH, WALL, 5/8" GYP. BY G.G. v ,`� BASE PANTED 18GA OR M.A. STUDS OR TRACKS. \- -4" POPLAR BASE FITTING ROOM BENCH SECTION SCALE: I" = I' -o" g PARTITION FRAMING DETAIL SCALE: I,2" = I - COLUMN ELEVATION CALE: /4 = I -O" 4 MANAGER'S DESK ELEVATION 5CALE: I• , I -a" I' CONT. SLOT WALL 4 TO 1-P T ■ 4T 4 OF TUBES >- ('1 23 1/4' nT 91 I ' Ci16 GLG . 1 COAT NOOK BY OWN. vISIDOIR Q'GnB GSx WOOD IR. AT ' R B1" D P6 NS7 6'YL'OAS O 1 i I 3 W.X l 0 H FRAISLE°S',, nIRROR (FURa5HE7. �, BY GC) / I n /!' / '� COAT HOCK UNIT PROVIDED BY CHAFFS YF790R INSTALLED BY L� N 23 1/4" 1 —�_ "' L HOLD 2 SQ. TUB W 3/S iYP I SID= TWIN SLOTS 6,OE SLOTS I SID R 5/$" i" O.G. e € -C 4 OF SLOTS ( HOLD ,. _ _ W/ 3' -0' \ I/77 —/ _ i..�= NO.- 1 SIDE "In SLOTS __ n ..R WALLS "1.5 / 6' x _ HAVE 4) -OUR PAYEES UhC_ 1 O.G . GOORDINA E WITH PAR ION - T� ; m I ' �`•� CENTERLINE OF BRA OKET AND METAL BLOCKING VERIFY '- MAUL. AClI<E< WITH.FIXTUE - SECURE MOUNTING BRACE \ TO DEMISING -WALL WITH .XP. -' \ \ - CONTINUOUS 12" WIDE 16 GA ET - ^'_ STRAPPING BENEATH NBW 5/S" GWB SAL ES '-- PAINT P -I / EX STING DEMISING WALL TO REMAIN ED I " `� '[-47 I NE DAL EQ 9 4 8 in ❑ ❑ ❑ 'F OCiIT. 12" WIDE METAL STRAPPING XXX = c FPN ■ /LI= I _ 3' -0 '.. j, A I /S GW3 = O- ,RETURN BRACKET = MALL STRA NG- \ 2 SQ. �B= u/ 15. ^�_ +1.4 SLOTS I" OC N'S G FLOCK A / - �B NC \ \ 6 two BASE— ® A ME SHEET FITTING / DDOOR, Mr. AND LOO:"�T L6'nLtiD BASE P4 INSTALLED BY GC. O BY CHM'FS ME DOR. INSTALL., BY GC - 5 C D ROCI1 R4514 ...LE ON ANDFORFNIN CATICI . ROOM ELEVATIONS I'.7 OP 'RAGKE- RAP XII ,y TeG... — / _ WG atYA..1.1 ---� - '1 - _iE, " R _ a L WOO 2 .4-RILL MI CLEAR iFDR FiRaYs TYPICAL IIRAMELES5) DEC. aFFL D BY O1AYF5 INSTALLED BY GC. .. A1 ALL EX. AT AL`ANNG MATERIALS SLIGONE D RORi MOSES DM G73'-091 X T -014 r16dd7R AT FITTING (d� FRONDE MCOQY ASR . COAT HOCK FAKE OPIUM Er OWES VENDOR INSTALLED BY GG Ft�I)YIDE WroD CLEAT IA3.00 ELL A 2 - D ES _ C FL FITTING F21 Mat FOR FAS16NNG i0 WALL. t FOR F%NmE BLGCKNG AS RECW.D. t I i REHABRIG T D /PReriNS STE`1 POLE UAL riX.PJZ SY WOOD SASE : _ °ECURE BASE °_ -T �r - LOOK FINISH / O O.. WOO '.P1KCc AS RE._ N.C- FITTING ! I ROOM PLAN I p i i ff e BACK 0= POST —_ FEATURE WALL ELEV. _ - _ -G- 10 POLE WALL ELEV. (OUTRIGGER) 1 S _ -E. 1 TYP SIDE ELEVATION POLE Sc,E:., " =:' -emu 1 5 i-La FITTING ROOM PLAN 4 ELEVATIONS / /// /// ; , ; / / / / //, / /// 4' -0" FEATHER \\\W,M UNDERSIDE OF STRUCTURE SURFACE MOUNTED IX PROVIDE A- ES5 PANEL JUN• ION BOX'S ARE L•CATED CEILING LIGHT AT ALL THAT IN THE '.. NOTE: FIRE CORRIDOR • "STRIICTION 70 MEET ALL CITY d. STATE BUILDING GOD' REQUIREMENTS. AND APPLI+_LE STANDARDS BY CRAIG RE •� TY GROUP AND IT'S REVIEW I- ARCHITECT FI /SMOKE 5T4: BY TENANT -- ARALLEL W/ RIBS FILL 111/JOINT COMPOUND PERPENDICULAR FILL ill/FIRE I' S D AT I6" O LEMAX' ® , , /8" GYP BOARD EACH .IDE. TYPE "X" - � • STOCK :. ( STOCK ROOM ` 5/e" GWB OVER 3 5 /8" DOOR METAL STUDS I/ " RER TO xHEDULE H.C. TOILET MALL TILE BY GC ALUM. TERRA., STRIP ED TTY OF VINYL COMPOSITE FOR FINISH TILE DOORFRAME P COMPOSITE .o .�. a m MARMOLUa1❑ CONCRETE SLAB `M1 TILE 4" WOOD BASE TILE El REFER TO SCHEDULE FOR. FINISH •• ° OD TRIM AT NON -SALES ONLY / \ BOARD F. NI!. ,' . _. .. ILA sENSORMAnc J FLOORMAX 3 BELOW EXISTING TOP GONG. SLAB MALL TILE S A ALES PERMRCENTER l0 -0 Ar. F METAL U io" OG. .. DOOR 71.I�c 1OLD MALL FLOORINY. FLASH. PATCH I A / P ` FROVED BY CODE REDUCER 36° ii., NOTE: G TO CREATE SMOOTH, FLUSH C TRANSITION G. . TRANSITION BETWEEN TENANT AND MALL FINISH MARMOLIUM ❑ 11 A I TRANS I T i OI V '.. H EX STING WALL 5E CONiM0005 VINYL REDUCER 8° GWB : REFER TO SCHEDULE. VINYL GOMPOSITE F2 :.. ., /4 FOR FINISH BOA BOTH SIDES - ONE • GWB. C" OG. 5/5" G- '. C 5/8" GB BELOW METAL DECK FIB ' • + IDOR REFER To PLAN A3 !?c ROGING " O.G AE WITH HILT! °3IDRNEPINS R36 6 DISCS AT 32" 0., MAX 3 5 /8" METAL STUDS a 16" O.G. W /0/0. GWB BOTH SIDES �� EDSALES AA E] COMP❑ WOO BASE DETAILS "B" TRANSITION I SECTION AT GWB CEILING SCALE: 112 " =I -0" 11 SECTION AT FIRE CORRIDOR N.TS. 12 TRANSITION DETAILS AS NOTED kennethpark Architecture " Planning Interiors 360 Lexington Avenue New York NY 10017 Tel 212 599 0044 Fax o 212 599 0066 www. ken nethpark.cora SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWSOF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 01.11.02 DATE SPACE NO. D420 L.L., PERMIT & BID REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON AREA: 3,666 S.FT. SHEET TITLE: MISCELLANEOUS DETAILS PROJECT Na NY01 2748 SCALE AS NOTED DATE 02 JAN 2002 DRAWN BY: RR REVIEWED BY: TS SHEET NO. A 7.0 GENERAL NOTES: I. 5IGNAGE CONTRACTOR TO MANUFACTURE SIGN. 2. INTERNALLY ILLUMINATED SIGN CABINET ST "PUSH MR, LETTERS °CHAMPS°, 3/4• BORDER RED NTERNTEN FIELD CREAM TET. SHOP DUGS FOR COMPLETE INFORMATION. 3. iNSTALLER TO CHECK ELECTRICAL CIRCUIT PROVIDED FOR EACH TENANT SIGN. 4. SIGN CONTRACTOR MUST SUBMIT (2) 5E55 OF 51GN DESIGN AND SHOP MUGS FOR AFPROVAL BY OIWER AND ARCHITECT, (41 SETS CF SIGN DESIGN AND SHOP 011G5. TO LANDLORD, BUT E NLT AFTER AFFROvAL BT CENER 5. SIGN MANUFACTURER SHALL OBTAIN A SIGN PERMIT FROM THE LOCAL COVER IMG AUTNORITT PRIOR TO INSTALLATION. SIGN CONTRACTOR MUST HAVE INSURANCE ON FILE 51114 TENANT COORDINATOR AT TIKE OF CHECK -St 6. SIC55465 514OP DUG5 TO BE PROVIDED FOR LANDLORD AF1'ROVAL PRIOR TO INSTALLATION. e y s LEASE LINE -0° A S. O. MALL BULKHEAD KAMER GL.. SYSTEM - 2° TOP GLAZING CHANNEL. RM. CD EXISTING NLNTRAL PIER KAUI✓m2 GLAZING 6751151 - G GLAZING cHANPEL BASE 51141514: 9 MIRROR BAND TO EE PROVIDED, IF NOT EXISTING O STOREFRONT PLAN SCALES I/2" = P -0" �— 3/4 °. METAL GHANNEL REVEAL, PAINTED ELALK O STOREFRONT ELEVATION SCALE: I/2' = I' -0" KAMM, 18 6A METAL cal. COVER -.TRIM AT EOTTOM A5 , READ. ON15H: MT -1 ( 1 aaz G.C. TO 112 THREADED RJD - 5C3d CQdTRAcrcR o ERDNDE COM�CTMGN • rsrwcTURAL PM./ To MN AM covER PLATE 117 AT / LccATMGT5 LEASE LINE AFF TOP OF 5TOR.EFRONT. NEIN FRAMING, FINENIN'GNAWS BUR' V2' TEMPERED GLASS D ISTINS NEUTRAL FIB, CHAMPS VINYL LOGO, CENTERED AT GLASS PAL FIN. FL BECENED cm oFTUlcwlu kennethpark Architecture Planning 0 Interiors 360 Lexington Avenue New `fork NY 10017 Tel 0 212 599 0044 Fax 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THLS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED. ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 A 01.11.02'. DATE L.L., PERMIT & BID REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 S.F. SHEET TITLE: STOREFRONT PLANS & ELEVATIONS PROJECT NY01 -27481 SCALE: 1 AS NOTED DATE: 02 JAN 2002 DRAWN BY RR REVIEWED BY TS SHEET NO. A8.0 GC, TO CO EIRM WITH sIGl1 V.IDGR FOR THE LANDLORD APPROVED 5NN SIZE PRIOR TO FABRICATION O GRILLE DETAIL PLAN ® STOREFRONT DETAILS SCALE. 1 -1/2" = 1' -0" • CNN. DISPLAY TRACKS ARE PROVIDED 13Y TEL , INST. BY G.C. RAILS ARE TYPICALLY 6-0 L USE RAIL CONNECTOR (PRO, W/ RAIL) TO JOIN SECTIONS. DETAIL 3/A60 SPACE MOUNTING CLIPS 24' OL. MAX. A. WITHIN D' OF .5 AND CONNECTORS AT SUSP. GRID CEILINGS SCREN MOIMTN6 CLIPS DIRECTLY INTO GRID SYSTEM. INSTALL EID GAPS AT ALL .05ED ENDS. Lame' s ] 60' TO BACK OF GLA55 SCALE ' ALUM. RAIL TRACKS GYP. BD. SOFFIT ATTACH MOUNIIN6 CLIPS W/ MOLLY/TOGSLE BOLTS AT 24' O.G. MAX PLAN O TRACK SYSTEM DETAIL SCALE: 1 -1/2" = 10' -0' SIMAGE 514OP DLLGS TO BE PROVIDED FOR LANDLORD APPROVAL FRIOR TO INSTALLATION. 1/2 THREADED ROD COVER PLATE BY SIGN CONTRACTOR TYP. ALL THREE RODS 4 nee WFPORTS ANCHORED TO EXISTING FLR AND STRUCTURE ABOVE SIGN BY SIGN COMRAGTOR G.C. TO COORDINATE INSTALLATION AWMINIM PANEL WITH PUSH-THRI ACRYLIC LETTERS AND VINYL, TIP. BORDERS, ITN SE: 515NAGE SHOP OWES. 4 DEC V VHF 5B' TYPE X GYP. BD. TO UNDERSIDE CF DECK "FA! PO OV FIRE CAW.. BY GC. 2� /8' LATERAI. BRACT. TO LANDLORD DECKS 4'-0' OG RECESSED DORN LIGHT 5/8' GWB SOFFIT Psi 3 ROOD OF TRACK TO BE METALLED BY GC. AS PER NA AR M5INT. C.. CUP CL &WINGS TO RAIL waste TO MINED CLG, PROVIDE BUM AS REVD. CCNTAC7 MICHAEL LAVINE C4 ROSE DISPLAY FOR MORE MORMATICK O GLAZING HEAD DETAIL 20 GA 35/5' LATERAL BRACING TO LANDLORD DECK 4'-0' O.C. SECTION NVM 8'. LONG TRIPLE TRACK SHALL CONSIST OF A b' WITH A 2 PIECE CONNOTED AS FB2 DETAIL BHDYL O TRACK CONNECTOR DETAIL 8 SCALE: 3" = I' -/" OVEREAD ROLL-UP GRILLE FRONDE ACCESS PANEL AT 5C Ir TFOR SERVICE TO OVcREAD ROL INS GRILLE 2 LATER 5/5' GYP. BD. TT,°E 'X"UU 3 513' 20 GA FETALSTUDS TO DECK 5/5' GW5 50IT P- RECESSED DOM LIGHT EXTEND FINL"LI MTO MLLE SLOT < PANT GRID c EOL ANGLES KAIU✓ffR iS GA nerd_ TIRE WiRAP. FNDSHED CHATI.5 SPORTS BLUE 7 � - 4`SCR._ARE TO. RR S{A MO STREEIW ABOVES VIDE LAi.:RAL ERA'COlz' AT EOM EMR. SfCtl GRfiREYE�i i f MARMOLIUM Fl �— �L - - - -J r— — I - - - -- 1 GLAZING SECTION II' .s 2 x 4 VC GLAZING HEAD 2 V4' 3 -3 MALL TILE I - -DECK ABOVE 31/53/3D MALL BIH -KFEAD I� , O ENTRY SECTION 3 -0' EXISTMC. MALL BULKHEAD t q I' -0' , 1 CK ABOVE • a, 3/5' X WV BLACK. MIL. CHANNEL REVEAL 502 STL TUBE TO HANG SIGN Eh 2 WOOD NAILER /CCNTMUOIS) / I/2' CLEAR _I UrtRED GLASS 4'. z 6" GLAZMCG CHANNEL /SHOP FINISHED/ SCALE:... 3/4" = I' - /" PROVIDE V4' CAR GLA55 MIRROR BANDOVER SB' TTFE 'X' GIP. BD- TO MATCH EXISTING BO. MALL MILKMAID STORE RLTR 51C44 LEASE LINE I2' CLEAR TEMPERED GLA55 BeraD 41/2 X 6 GLAZMCG CRAM._ (SLOP FINISHED) SCALE: 3/41' = I' -B" VIP- A pEGIC Y IV -0" AFF BO. MALL WLKHEAD u' -0^ APP STOREFRCINT LEASE LINE V 8 DE CK V D•-0^ AFF II' -0° AFF STOR6RONT MALL TILE PROVIDE AND INSTALLED. BY GC Boum LEASE LME AND i OF GRLLE AT STORE BORT 3' EO O SIGN DETAIL PARTIAL ELEVATION SCALE. i" = I' kennethpark Architecture " Planning o Interiors 360 Lexington Avenue New York NY 10017 Tel " 212 599 0044 Fax 212 599 0066 www.kennethpark_com SEAL: (HEREBY CERTIFY THAT THIS DRAWING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED /LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 6739 SHEET TITLE: SHEET NO. 01.11.02 DATE STORE #14498 REVIEWED BY: TS SPACE NO. D420 L.L., PERMIT & BID REVISION PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON AREA: 3,666 S.F. STOREFRONT DETAILS PROJECT NO. NY01 -2748, SCALE AS NOTED DATE: 02 JAN 20021 DRAWN BY: RR A8.1 KC. FITTING RM. INO IO3l 18'3 5/8' DOUBLE UNG APP 24, L 24, STOCK ROOM INO. IOII 3 3 4' 3' 3' 4' 3' 3 ' 4 yy I 3' 3' L 4 I 3 j 3 4' I 3' 3' i 4' I 3T 3' 4' 3' 3' GRAPHICS MAW.GERIS 144'3 5/8 24 AC -GOLD �. 12 LIFESMES (E) H.G. TOILET RM. [No 1041 FIXTURE PLAN GENERAL NOTES I. ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, GROUNDS, ETC. SHALL BE FIREPROOF AND COMPLY WITH THE LANDLORDS AND GOVERNING BUILDING CODE REQUIREMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS MD CONDITIONS AT THE -10B SITE AND NOTIFY THE ARCHITECT AS TO ANY DISCREPANCIES IMMEDIATELY. 3. MILLWORK CONTRACTOR 15 TO FURNISH SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION WHEN REQUIRED. SEE GENERAL NOTES ON DOVER SHEET. 4. ALL CABINET AND DRAINER INTERIORS TO BE GLEAN MAPLE LALOUERED PLYWOOD VENEER, UNLESS OTHERWISE NOTED. 5. MILLWORK CONTRACTOR TO COORDINATE WITH OTHER TRADES AND PROVIDE CONGEALED GROUNDS AS REQUIRED. PROVIDE CUTOUTS IN FIELD FOR OUTLETS AND ECTJIPMEr4T AS REQUIRED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 6. ALL MILLWORK HARDWARE TO BE FURNISHED AND INSTALLED BY MILLWORK CONTRACTOR T. ALL EXPOSED HARDWARE 15 TO BE SATIN STAINLESS STEEL S. ALL MILLWORK IS TO CONFORM TO A.NLI PREMIUM STANDARDS. q. MILLWORK CONTRACTOR TO FURNISH 6 INSTALL RUBBER BUMPER-5 ON ALL 00055 E'. DRAWERS. 10. NO FIND FINISHING OTHER THAN MINOR TOUGH -UPS OF '.MILLWORK WILL , BE PERMITTED. PROVIDE 2 -1/2" WHITE PLASTIC. GROMMETS IN COUNTERTOP AND SATIN ST. 5T-. AT CASHWRA. AS NOTED ON THIS PLAN AND DETAILS. II. ALL WOOD MILLWORK SHALL BE FINISHED WITH THREE COATS OF SATIN LACQUER, OPEN PORE. 12. UNLESS OTHERWISE NOTED, ALL FINISHED WOOD 15 TO BE YWITE LACQUERED TO MATCH ARCHITECTS SAMPLE. MILLWORK CONTRACTOR TO SUBMIT 12X12 SAMPLES TO OMJER AND ARCHITECT FOR APPROVAL. 13. MILLWORK 15 TO BE HANDLED UNDER SEPARATE CONTRACT SY TENANT. GENERAL CONTRACTOR 15 TO COORDINATE SCHEDULING WITH MILLNORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR INSTALLATION AND CLEAN UP. CHAMPS SALES FIXTURE SCHEDULE CHAMPS SALES - FIXTURE SCHEDULE FIXTLRE SYMBOL I / wm,s JI CORRIDOR NO 1021 CODE FPI FP2 2 WINDOW BANNER PLACARDS(2) WF052 QTY. FIXTLRE NAME 12 4-Y;AY ROUE 32 WF07B SHOE WP11 RR 8 OKRIGGR2 SYSIE4 PPP FEATURE /GRAPHIC WALL A SEORFSROM (FIXED) FEATURE WPW 0 DAT. WALL (MOVEABLE) T -STAND 3 -DERED TABLE ' DIVISION TO ADVISE' SOCK BIN TWO -WAY FIXTURE FLOOR URINE SIGN HOLDER FIXTiRE SYMBOL 3- 7IERED TABLE N MASLON TO SUPPLY PRN. LABEL SUN GASSES I: COLE QTY. FIXIIFE NAPE E uxw 2 OVAL SHOE TABLE maw PO. DISPLAY FL -3' R - -4' FL -3 FL-4 SLAT WP11 1 OAIOLY SUN GIASS FAT. LINEAR FEET 18"' CRIPAAR TABLE CAST' WRAP FlNGi: PANELYTE 111100 BRASSES ALUNMUM TOP FINDH: PIONIIE ISBOO7 BACK. WRAP,. ROWNG RACK NOT SHOWN ON PLAN THREE SEAT BENCH', YAW BENCH TOP THREE-SEAT BENCH.. WOOD BENCH TOP **NOTE GC TO ASSEMBLE FL -3. AND FL -4 IN FIELD. BENCH BY OMSDN HEIGHT =9-0 "OFF 24' -0' STOCK SHELVING TABULATION STOCK SHELVING TABULATION Off OF SHELVO. REGULAR HANGROD MOBILE TOTALS CEILING HEIGHT SHELVING LINEAR ET. NO. OF HEIGHT OF SHELVING PAIRS I2' -0° 194 NET AREA: SALES AREA I6' -0° 5,820 5,820 ANOW? OF PAIRS CALCULATED B 30 PAIRSPERLiNEAL FOOT FOR l2' -O HIGH SHELVING. TABULATION SO. FT RATIO GROSS AREA: 3,666 NON -SALES 7 NON -STOCK 227 6% 2,354 STOCK AREA 1,085 64% 30% kennethpark Architecture" Planning o interiors 360 Lexington Avenue New York NY 10017 Tel a 212 599 0044 Fax 212 599 0066 www.kennethpark.com SEAL: I HEREBY CERTIFY THAT THIS DRAWING WAS. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED/UCENSED ARCHITECT UNDER THE LAWS OF THE STATE .OF WASHINGTON WA ARCHITECTURAL REG. No: 6739 6739 SHEET TITLE: 01.11.02 DATE 110 402 L.L:, PERMIT & BID REVISION STORE #14498 PROJECT LOCATION: SOUTHCENTER MALL TUKWILA, WASHINGTON SPACE NO. D420 AREA: 3,666 S.FT. FIXTURE PLAN PROJECT NO. NY01 2748 ' SCALE 3/16" — 1' 0 ", DATE 02 JAN 2002' DRAWN BY: RR REVIEWED BY: TS', SHEET NO. FP1. BUILDING PERMIT INFORMATION EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 88624, Tel: 206/577-0585 welding to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertainin to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. • SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT �! � Ia3DELINEa7 A O I - V OPENING REQUIREMENTS LIEN WAIVERS & AFFIDAVITS INTERRUPTION OF UTILITIES CONSTRUCTION REQUIREMENTS The CONTRACTOR will be required to submit the are l items at the end D the construction (forms are available from the LANDLORD): ) • An on original notarized "General Contractor's Affidavit and Final Waiver o Lien". The original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. • / The CONTRACTOR must receive the LANDLORD'S < lino approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such ty Y P ty P service to other tenants or the shopping center In order to obtain a Building ermit from the City of 3 ty the following procedure will be required: g permits are submitted to the for building prouted to the City's plan checker and if D::::1 n of Community Development Upon receipt, te to the Fire Department, Planning Division, and Public Works Department. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings, to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details • 3. Plan Review Fee to be paid at time of application. City of ; ukwiia Building Division Bull Southcenter Blvd. Tukwila, WA98i88,Te1:206l431.3670 Th following Rules govern construction on g 9 LANDLORD'S property. All references to "CONTRACTOR" shall m e an the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. • • Certificate of Occupancy: prov The CONTRACTOR shall provide the LANDLORD Occu Occupancy with a copy of the P Y Permit. • Certified Tenant Air Balance Report P • punch List: Upon completion of construction and PRiOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. STRUCTURAL FLOOR ENGINEER TEMPORARY POWER Andersen Bjornstad Kane Jacobs • Inc. 800 Fifth Avenue Suite 3800 Seattle, WA 98104 3103 Tel: 206!340.2255 Fax: 2061340 -2266 NOISY CONSTRUCTION Temporary electric power will be made accessible for those Tenants where permanent power is not yet available. Where permanent power is available; it is the responsibility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. The LANDLORD has established worsting hours when the ccitractor may perform "noisy" construction 0.e. w cuing, core drilling, "Hiiti" type fastener guns, ). •intact the LANDLORD for restricted hours. LANrLORD reserves the sole right to request that CONTRACTOR reschedule any activities deemed disruptive tc estricted hours. ASBESTOS MATERIALS SPRINKLER CONTRACTOR In the event TENANT'S construction encounters any Y asbestos containing materials (ACM), TENANT shall immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to proceed. The installation of any materials that contain asbestos is strictly prohibited. Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481-7669 TEMPORARY WATER TRASH (EMOVAL & DUMPSTERS Contact the LANDLORD for coordination of temporary water service. Trash Remoat -Alt trash will be confined to the premises ad removed at the end of each day by the CONTRACT :R. y trash found in the service corridors, adjacent tenet units, and /or other public areas will be removed bythe LANDLORD and deducted from the CONTRACOR'S de posit or billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determinedly the LANDLORD. LANDLORDS dumpsters and/or compactors are not to be used ty CONTRACTOR. PRECONSTRUCTION MEETING UTILITY CHANGEOVER A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to arran e a Preconstruction g Meeting. Attendees should include at least th GENERAL CO an CONTRACTOR, Superintendent d major to be used in the construction . At the Preconstruction Meeting the GENERAL CONTRACTOR shall provide the following: Building ermit -A co of each of the Local g rm and State Building g permits. • • Workers Compensation Certificate • Insurance Certificate -'The Certificate of Ins should be in the minimum amount of $2,000,000 in the aggregate, $1 each occurrence and should reflect the following as `Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. Sub- contractors List - setting forth the name, address and tale hone numbers of Tenant's General and Contractor elep and Sub- contractors. EXISTING CONDITIONS shall be responsible for changeover of utilities to CONTRACTOR and /or TENANT Account as soon as possible. It shall be . ENANTS responsibility to verify all existing TENANT'S construction and equipment and subject to l ANDLORD'S written approval to upgrade or replace same to comply ' with w ith the more strip 2 gent of:1) governing building codes, pationaiSafetyandHeaith Act ) the Federal Occupational (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable state, 9 PP City and Local health departments and utility lity companies, 4) the requirements of LANDLORD'S fire and casualty ty Insurer, or 5) the provisions of the lease. All costs shall P be at TENANT'S a ense, 'tP TEMPORARY TOILET DRAWING SUBMISSION & REVI 11tj CHEKLIST responsibility Itwili nsibilit of the CONTRACTOR to provide adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet must be approved by the LANDLORD prior to its placement. P F TENANT'S SUBMISSION CHECKLIST TENANT'S drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: WORKING DRAWINGS: • with sign) Working Drawings must be Storefront Elevation ( submitted in the following airier: •Storefront Section(s) • Details at Neutral Pier(s) • LANDLORD'S TTG -01 Sheet •Details at LANDLORD S Soffit Architectural • • Floor Plan • Electrical • • • Reflected Ceiling Plan • LANDLORD'S TTE Sheet(s) • Interior Elevations • Plumbing • Longitudinal Section •HVAC ts) • M ateria l Sample le Board • LAN TTM Sheet(s) P • Photo ofSimilar$ tore • (otherdrawingsj FOOD 8 RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: P Seattle-King County Department of Public Health 201 Smith Tower i Tel: 206/296 -4787 Attn: Joe Makelerny Seattle WA of the Requirements of a food service are detailed ih the Seattle or King County Food Code. For a co . py Food Code contact your District Office. y SPRINKLER DRAIN -DOWN The CONTRACTOR shall seek the LANDLORD'S p rior approtal at days in advance of- t least t (2) d ns . needing to vain the shopping center sprinkler system. No shoppinccenter sprinkler system will be left drained ovenight All systems viU be charged and operational when the CONTRACTOR leaves for the night. A$75 fee will be g f tines LANDLORD'S sprinkler system is drained orshut down to accommodate connection and testing, requirements. PROTECTION OF PROPERTY TEMPORARY BARRICADE The CONTRACTOR shall be responsible for protecting the LANDLORD'S and an other ' art s property from Y P Y P PsrtY lama a Use of fuel o e 9 • p .rated engines inside the Mall. and/or d/or space will not be permitted. prior to beginning any construction, the CONTRACTOR shall ensure, if required by the LANDLORD, th a temporary barricade is installed at the storefront (see Shopping Center Manager for barricade drawings and PP 9 9 9- details). Where a barricade has been erected by ' using pre- formed panels, the LANDLORD shall extend the barricade past the lease line t o accommodate the storefront work. The barricade shall not extended until storefront work actually begins, Y 9 not be more than four feet (4' past tt t es torefronthali lease line. ) P All barricades shall be extended or constructed during the non -operating eratin p g hours of the shopping center. No barricades shall be removed or dismantled without express written consent of the LANDLORD. Any barricade removed without prior consent will be reconstructed by th LAND at the C ONTR A CT O R'S expense. UNIT NUMBER C�� � FIRE EXTINGUISHERS DBA 6739 - r AIRCHI ECT iARCHI ARCHITECT KENNETH KS. PARK STATE OF WASHINGTON VIN.MMINI. SPRINKLER DRWG. REQUIREMENT - , The CONTRACTOR shall provide a dequat e fire extinguishers within the premise tagged for date of s, inspection, while under construction. ROOF &BUILDING MODIFICATIONS The d j. ormod wiltnot A allowed rooforadjusormodifytheLANDLORD 'Ssprinkler system, fixtures, wlr LANDLORD'S exp rre, quip entorfacilities t the LANDLORD'S express written consent and will without the LANDLORD'S original contractor Y LANDLORD'S designee} at the CONTRACTORS Prior to the fabrication of TENANTS sprinkler system, TENANT'S sprinkler contractor snail submit seven P (7) blue line P shop drawings g for approval: mots of sho drawim s to the tollowing SITE ACCESS & PARKING Specific g by for parking. CONTRACTOR shalt be LANDLORD g ponsible to ensure that ail construction employees working in the premises use the designated parking or There will be no construction trailers allowed on the property. Parking will not be permitted in any of the driveways, fire lanes and truck docks except fortemporary loading and unloading as approved' by the LANDLORD, r L ANDLORDS REVIEW CHECKLIST APPROVED ' APPROVED REVISE & DRAWING FOR CONSTRUCTION (INCLUDE. WITH' RESUBMIT RESUBMISSION) PRELIMINARY THE THE LANDLORD'S UNDERwRDTER is: FACTORY MUTUAL INSURANCE COMPANY SUITE 300 T NORTHERN CORPORATE CENTER, NORTH OLMSTED, OH 44070 216.362 -4820 CONSTRUCTION TRUCTiON DEPOSIT The CONTRACTOR will be require_ to provide a $1,500. company check, certified check or money order Y payable to: Southcenter Joint Ve nture Please have your Federal ID. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD'S correction of . punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion therreof , without , reu`dce t o an a mrtented " - prejudice Y r which LANDLORD may have, may be applied as a reimbursement to the t LANDLORD for materials issued to and/or for services performed directly for TENANTS CONTRACTOR (which services may include the correction of punch list items and/or for the repair/ replacement of property damaged b TENANTS CONTRACTOR). The depositor any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR, without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE. OPERATING WHILE REMODELING In addition to aty prior stated requirements, the following rules apply to doves remaining open during remodeling. ARCHITECTURAL THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING ' CONTRACTORS III NIMIZONV Mir The Richard E Jacobs Group Upon approval TENANT shall forward black line (preferably) or blue line approved design bearing FACTORY approval stamp to LANDLORDS Tenant for LANDLORD'S approval and records Exhibit C. four (41 sets of prints of th MUTUAL 'S Coordinator as required in DELIVERY OF MATERIALS ELECTRICAL CONSTRUCTION SIGNAGE PRECONSTRUCTION MEETING The CONTRACTOR shall be responsible to coordinate all material deliveries to the premises, whether for construction, fxturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock ! area. Contact the LANDLORD prior to the delivery of ma terials and equipment which are too Large to enter through the rear door of the Premises. Any such items g Y are to be delivered during NON-Shopping Center hours. Where there is no reardoorto access space, all deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, according to LANDLORD'S direction. NO exceptions. The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. P ry The CONTRACTOR shall post all signage as required by mall representative for public'safetyor general waming. PLUMBING For stores remaining open during construction, The Store Manager must be present at the Preconstruction Meeting to dscuss plans for the remodel, time span of remodel safety issues_ HVAC UTILITY COMPANIES & SERVICES BELOW GRADE CONSTRUCTION IC D lated BARRI ■ 'NOTE Prior to beginning any below grade construction and under slab confined spaces the Contractor must: P • • Prior to Locating Floor Penetrations, Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address this sheet • • Meet hazardous confined space requirements • • inform LANDLORD of the work to be undertaken and approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S re for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR most photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction must be inspected by LANDLORD prior to backfilling. The CONTRACTOR will be r wired to schedule the construceo r n phases and provide a phasing banirarie plan Inds ati®g where the barricade will be placed. Contact the following utility company representatives for information concerning ocal installation g requirements, application for-service, billing procedures, etc.: _ RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) days. All resubmissions shall be v —` COMPLETE sets with four sets of black brie (preferably) pr! ( (p rr y) or blue line prints. SIGN: This review does not include final approval of company) sign. Prior to fabrication &installation of TENANT'S sign, TENANT'S sign fabricator (sign come an shall submit three of (g P Y) 3 {) sets shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANT'S Drawings except upon the PRIOR written consent of the LANDLORD. AS GUILTS: Within Thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. SECURITY &AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLCRD for work after normal wor hours. In addition the Store Manager and the CONTRACTOR must prepare for and indicate whether a Security officer or other service is needed. The LANDLORD not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. SERVICE Puget Sound Light &Power 9 g 600116th NE Bellevue WA ' Tel: 800/962.9498 or 206/455 206/455-5120 WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased remises. Service and fire corridors premises. and truck docks shall be keptclearof all materials, equipment, debris and trash at all times. GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service/Billing: Tel: 206/4644999 Installation: Tel: 800/9994964 S ECURITY & AFTER HOURS WORK SAFETY ON - SITE DOCUMENTATION The CONTRACTOR must receive the prior permission of the LANDLORD for work after normal working hours. in addition to the O.S.H.A. safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a Isinimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the p•tbiic mall areas. , Verify that al! workman's tools, ladders, and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fodures, conduits, etc. are well within the . confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate Gear fire exits through both the rear and the front of the store. • It there is any storefront remodeling required, the CONTiRACTOR will be required to erect a barricade per the above details. ! THIS AREA FOR LANDLORD i - NOTE: DRAWINGS WITH III BY LANDLORD ■ LANDLORD'S approval of TENANT'S comments and shall not be construed nearing design of the Premises or the any conflict arise between any of TENANT'S shall be determinative. LANDLORD'S the requirements or criteria of the Lease., USE ONLY. -. LOWER IN THE LOWER RIGHT HAND CORNER ARE APPROVED Drawings is contingent upon TENANT'S compliance with LANDLORD'S so as to hold LANDLORD liable for either the architectural and engi- accuracy of the infomtation contained in TENANT'S Drawings. Should Drawings and the Lease, the applicable portion(s) of the Lease approvai,ofTENANT'S Drawings will in noway alter, amend or waive The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. • A co Letter copy of the ..matter of Authorization for Access (issued by mall representative at Pre - construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TELEPHONE SERVICE LANDLORD INSPECTIONS U.S. West Communication P.O. Box 12480 Seattle, WA 98191.0001, Tel: 206/3468500 The Tenant's construction work will be observed periodically by the LANDLORD to verify that the work is being constructed as set forth in the Tenant's Lease Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. WATER SERVICE CONCRETE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98'.88, Tel: 2061433.1848 Concrete must be saw cut or core-drilled (no ( / hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structurally reinforced concrete. Y struct or structurall 1 SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, y without any liability therefore, stop work that is in violates of O.S.H.A standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any "hot" work (ex: welding, solder - ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or .......... ROOF - CONTRACTOR Any and all roof work must be completed by the approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel 206/4640441 SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either - shut down or protected to avoid contamination. REVISIONS • NOVEMBER 1999 DRAWN BM DATE CONTACT INFORMATION SCALE: JOB NVMBpt TENANT TENANT'S ARCHITECT TENANT'S ENGINEER MALL CONTACT TENANT COORDINATOR f) - AMPS � YokT� ENN�HT F� ft ft((EGT R ecElveo reeves n DATE "" i P �• Dt,t ( 9/tN17 ,Z Af CITY OF TUKW IL =. NAMj KZ C. hl•A•N4eN � MA-1.l. Wiz. �s T 440/808 - 7550 l ' /r 6 tie /i K p N e FILE NAME: - , /1 (,O Ep- cN'A 1 COfJeirp- UcflPN p' T a � MOUE O5 ° v'a 5 S ou th cen t er M a ll The Richard E. Jacobs Group, Inc. A Aow / �PGE Y jWD. 25425 Center Ridge Road noon s 633 Southcenter E4 /( !) l�T L Cleveland, OH 44145-4122 PERMIT CENTER DRAWING NUMBER: Seattle WA 981884686 Nat Y�f f.' NY j 0 (2-v IEInl p' {c NT 100 (7 G-if.VI (,b6 2 f•1 Tel: 206/246 -0423 Fax: 206/244-8607 Tel: 440/871 -4800 Fax: 440 /808 -6909 43 1 F. -720 -416/ 7S- - 720 . 4-378 - q9'Yoo44 4r9 -0066 ZIP cI �b iv -2 s 14.918 • Zi�i7 PHON PHONE __ ((��dddll MX PN SOUTHCENTER MALL = enter.gxd 8/28/56 4:06 AN Page 1 11,1) TTGSouchceccer.gxd 8/28/S6 4:06 AN Page 1 {2,11 TTGSOUthcenter.gxd 8/28/56 4:06 AN Page 1 17,1) 1 TT 8Southcenter.gxd 8/28/56 / htl Page 1 r4,1i