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HomeMy WebLinkAboutPermit D10-078 - WESTFIELD SOUTHCENTER MALL - FOOTLOCKER - HOUSE OF HOOPS DEPARTMENTFOOTLOCKER - HOUSE OF HOOPS 1090 SOUTHCENTER MALL D10 -078 City *Tukwila �/ \2 Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1090 SOUTHCENTER MALL TUKW Suite No: Permit Number: D1 0-0 78 Issue Date: 05/24/2010 Permit Expires On: 11/20/2010 Tenant: Name: FOOTLOCKER - HOUSE OF HOOPS Address: 1090 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: KENT FAHEY Address: 3019 HOLLINWELL DR , KATY TX 77450 Phone: 800 -556 -8641 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Phone: Contractor License No: HORIZRC072N5 Expiration Date: 04/15/2011 DESCRIPTION OF WORK: INSTALL "HOUSE OF HOOPS" DEPARTMENT /AREA IN EXISTING FOOTLOCKER (SHOE STORE). NO PLUMBING OR MECHANICAL WORK. MINOR ELECTRICAL TO EXISTING SERVICE Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/07 D10 -078 Printed: 05 -24 -2010 City orTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: D10-078 05/24/2010 11/20/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Volumes: Cut 0 c.y. Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Private: Profit: N Private: N Date: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: 0 I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie whether specified herein or not. The granting of construction or Signature rmit does of •res ork. I Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit. Date: /� /./ //v This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -7/07 D10-078 Printed: 05 -24 -2010 City at Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1090 SOUTHCENTER MALL TUKW FOOTLOCKER - HOUSE OF HOOPS Permit Number: Status: Applied Date: Issue Date: D10-078 ISSUED 03/17/2010 05/24/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross doc: Cond -10/06 D10 -078 Printed: 05 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (1FC 1008.1.8.3 subsection 2.2) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. doc: Cond -10/06 D10-078 Printed: 05 -24 -2010 t • City oi Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http. //www.ci.tukwila.wa.us 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 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 #2051. ( All fire alarm devices in the space shall be tied to the main mall fire alarm control panel.) 30: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: Rolling shelving /racks shall be equipped with spacers so that 6 inch flue spaces are maintained every 4 feet when shelving /racks are pushed together. If further information is needed contact the Fire Prevention Bureau at 206 -575 -4407. 35: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) (Post address per approved Westfield standards.) 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -078 Printed: 05 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http:/lwww.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pume to gi e authority to violate or cancel the provision of any other work or local laws regulating construction or / th rfo.' ance of w� Signatur -. / pr Date: 5/4 Print Name: doc: Cond -10/06 D10 -078 Printed: 05 -24 -2010 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Cre� laci''Y J1 II,rnt htrp.. ent' t . whey 800- 556 -8641 Fax 281- 579 -2227 rtlpermits a must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Building Permit No. \l0--O7 e Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) SITE LOCATION Site Address: t 0 'kQ Tenant Name: Property Owners Name: Mailing Address: D'25 King �Coo.Assessor's Tax No.: "I� )-�1 "' DC V t �`� Suite Number: '4.t Floor: New Tenant: ❑ Yes ...No City State dt$ t4a)**k) Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Day Telephone: 7—M4 PCc_ Mailing Address: ? iQ �JITL� .� 41/4 �C -gyp Ciry l State Zip E -Mail Address: .11—F 2- SA . C-) ,CD4A Fax Number: 'lam( GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 0-9 t" -1-1C) t� i c Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:_a:. l CD Mailing Address: n Contact Person: ��� E -Mail Address: City �' " State Zip Day Telephone -T -2 (CPI 2-`137.:2-7. Fax Number: ci--43 ( --42Z- ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Re,ised: 1 -2009 bh State Page 1 of 6 • BTUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): '�- rAisGH- IJt c-r - t �-�� iL. iM t �.-' o 2 C -L ' Will there be new rack storage? ❑ Yes D.. No If yes, a separate permit and plan submittal will be required. la Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single fami building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Acces 'ry dwelling, provide the following: Lot Area ft): 1t Floor area of principal dwelling: Floor area of accessory dwelling: *Provide do mentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact. Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZAR,DOUS MATERIALS: -QC Sprinklers~)[) Automatic Fire Alarm ❑ None ❑ Other (specify) Will there Be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l'` Floor 1-18 i M rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single fami building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Acces 'ry dwelling, provide the following: Lot Area ft): 1t Floor area of principal dwelling: Floor area of accessory dwelling: *Provide do mentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact. Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZAR,DOUS MATERIALS: -QC Sprinklers~)[) Automatic Fire Alarm ❑ None ❑ Other (specify) Will there Be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: ^ Date: -4 k,C=.� Day Telephone: Ss(a --ESC9`k Mailing Address' k�.(�eZ_s__ '�1Sfl Date Application Accepted: Date Application Expires: H-- AApplicationsTonns- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh City State Zip Staff Initials: Page 6 of 6 • � City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10 -078 Address: 1090 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/17/2010 Applicant: FOOTLOCKER - HOUSE OF HOOPS Issue Date: Receipt No.: R10 -00919 Initials: User ID: JEM 1165 Payment Amount: $1,219.40 Payment Date: 05/24/2010 03:53 PM Balance: $0.00 Payee: HORIZON RETAIL CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 193702 1,219.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,219.40 1,214.90 4.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 05 -24 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-078 Address: 1090 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 03/17/2010 Applicant: FOOTLOCKER - HOUSE OF HOOPS Issue Date: Receipt No.: R10 -00472 Payment Amount: $789.69 Initials: WER Payment Date: 03/17/2010 09:40 AM User ID: 1655 Balance: $1,219.40 Payee: RETAIL PERMIT SERVICES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1068 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 E F4 CO ED doc: Receiot -06 Printed: 03 -17 -2010 INSPECTION RECORD Retain a copy with permit INSPECTI • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 to- 078 Pro'e / , L1li �� / Type of Ins /�ej f7 l &j `' /'� 4 -44 Address: rolc) 56-14 Date Called: Special Instructions: / ¢ �vv Si._ 4)1C' fL ,01p , Date Wanted/:/_ 6 ' / 8---10 �� p.m. Requester: Phone ? N� a _ /K \.. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ?-i 611-14k? I F-k/ Date: ri 60 0 REINSPEC ION FE REQUIRED. P for to inspection, fee must be p i t at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. Receip No.: Date: ECTION NO. ..INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' a �s I 1 Q �—� Type of Inspection: te_.!'G. L. 2h1 -i't ( Address: r 0 qv ..S c M I Date Called: Special Instructions: �/ ec ('i€ OF 1 -0. /� s `t Date Wanted: �t ....1,...„1,0 p.m. Requester: Phone lyo:2— - 3 31 f 04 18 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: El $60. pai 0 a Dat i JO EINSPECTION FEE REQUIRED. PFior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receip ' o.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ao 0(0 -a7' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Pr sec L 14. , Type of Inspection: Address: rn50 SC 44 ( Date Called: — Special Instructions: 4 \ .5_e_ o f - g-o.f S Date Wanted: (0 am. - ' s"-/ o A,-.... Requester: Phone No: 7 (02- 331 -0.417 roved per applicable codes. ['Corrections required prior to approval. COMMENTS: l r ! , N AN ,:1 — D JeJeat_ _.,l.tS S44\ / — `_P,j . uc — 6t vdvJe___ / 2_,) -3----) (' - t.1 i to,--: R Date: to- %'_ io .00 REINSPECTION FE'F REQUIRIp. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: - .• ,.. -rte INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Dry —o73 P je, ct: r j j Type inspection: Address: I logo Sc ,-(4(i Date Called: �. Special Instructions: O�v (to (e,3 -01 sE Aref 9 ect -i Date Wanted: S ,..,2, ,..,2, r7 'lQ 'p a.m. Requester: Phone No: 26.2-33/ -(30// ❑ Approved per applicable codes. ❑ Corrections required prior to approval. / COMMENTS: e �ti . 1 k (� io J ji , 0 4- „V■ S ,> 1 -(,``r p.. `7 � > � cc - -LeT-. ',n,` , -,i,�,.1 rd�p� . i i\--7-re f a r r A A Inspec Date: S--2r7—(c) ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ate*V.50/.600.sOatto.,4,,:^WANAttt4:04PfdtadiA4244; 'otAr•,,,,iii*ALSP.4.4tht,101,...., f.'100'1 " • :IV.414:VIA:61547604,06,90E.T4ROMA,16•KYO,U%IkkOrkXiiirMimioxiffie*:-4,00g:ft,A:Qa4t0ePV,V4iiNtt•Sit0_,OliEW• Wilmor4or INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit _ 10 — ca 7 g? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: fi0,04Loc4'el. Type of Inspection: 5,60, . 4Adie e.. Cio ve tr... Address) /090 Se I*944/ Suite ,.#: Contact Person: Monitor: Special Instructions: Phone No.: .: ErApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: • Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: . - ()M . 5,11,-,-.1-ie : tfD4L .A.44‘...., .... . . ., -..' ........::: ...... r., 9 ogite 4 , 0114 ..........6 - - -•- 1 • i . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: ;60);) is • 'a . • Date:. 6 4,65. Adtp Hrs.: _ 111 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Redord Fonn.Doc 1/13/06 . . T.F.D. Form F.P. 113 INSPECTION NUMBER - INSPECTION RECORD Retain a copy with permit -.07 o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: "7,04 j Sprinklers: Type of Inspection: \.) Fi'fr.-r4)4 o )e►a) Address: '11:070 5 G 0141 Suite #: ) Contact Person: ` v ea '""' - Special Instructions: Phone No.: Approved per applicable codes. v C rr ctt&(s r uired prior to approval. COMMENTS: 51`o2 d122-.1 O �C 0128 15 ,0 104€e„4-04.3. T "5 p. • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 . 0 4, S : g : • I Date: .*4 Jj 81 / Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department: CaII to schedule a reinspection. Word /Inspection Record Form.Doc =,L 1/13/06 ‘:.. • T.F.D. Form F.P. 113 • ..f. d .1 JOSEPH LEWIS, P.E. 2000 W. HENDERSON RD., SUITE 5 COLUMBUS, OHIO 43220 (614) 326 -2806 of Tu LWINGlLV JOB NAME: lAouSt n4 lkaoes LOCATION: 1-0-' t 4 1 W P( DATE: 41 `11 1° JOB NO.: 10.3403 BY: 3 SHEET CI OF C2 JOSEPH LEWIS, P.E. 2000 W. HENDERSON RD., SUITE 5 COLUMBUS, OHIO 43220 (614) 326 -2806 Z tc. W 2. I1 Z • (4 :O rSt:/Z' foC 1'r • M") 4 I-1(1, it- Y Lam t( .... Cz 3S it to 4-1 eLAL QS! P f S Act " 6 ( 2) Ck €CY akS1S %c- S ,f Z,4-0 ("e14- �s F DL 20f Pt!, Immit @ 18 WI, E.'D 311 g 4 44 ma. (4st6 JOB NAME: LOCATION: ~CJt-tirt, ( 4.1 Pt 1 4_ 2 ic DATE: 4(q 1i JOB NO.: LO. 3403 BY: JL-- SHEET CZ- OF C2. 4 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Fortes Revised July 2007 Project Info Project Address SOIITHCENTER MALL Date 3/11/2010 633 sooTHCENTER PKWY For Building Department Use TUKWILA, WA 98188 Applicant Name: FOOT LOCKER INC. - MARYANN VISICARO Applicant Address: 112 WEST 34TH STREET, NY, NY 10120 Applicant Phone: 212 -720 -4297 FILE COPY Permit No.....- �ta -o78 REVIEWED FOR CODE COMPLIANCE APPROVE APR 2 1 2010 City of Tukwila BUILDING DIVI4I(1N RECEIVED MAR 17 2010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance' Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SODTHCENTER MALL Date 3/11/2010 633 SODTHCENTER PKWY For Building Department Use TIIKWILA, WA 98188 Applicant Name: FOOT LOCKER INC. - MARYANN VISICARO Applicant Address: 112 WEST 34TH STREET, NY, NY 10120 Applicant Phone: 212 -720 -4297 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition J Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting .' Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area Sales Retail - General 1.50 6643.0 9964.5 Sales Retail - Display 3.00 554.0 1662.0 Sales Common Areas (Toilet) 0.80 66.0 52.8 Stock 4' Strip Flourescent 21 32.0 672.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 11679.3 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales HOH Track H2 - Display 56 20.0 1120.0 Sales HOH Pendant 8 42.0 336.0 Sales Ex'g Recessed Down -RD 14 42.0 588.0 Stock 4' Strip Flourescent 21 32.0 672.0 Stock 8' Strip Flourescent 19 64.0 1216.0 Toilet Recessed Light /Fan Combo 1 100.0 100.0 Office 2 x 2 Recessed Flourescent 1 120.0 120.0 Office 2 x 4 Recessed Flourescent 1 240.0 240.0 Fitting Room 2 x 2 Recessed Flourescent 1 120.0 120.0 Sales 2 x 2 Recessed Flourescent 34 120.0 4080.0 Sales Existing Track Lights - Display 32 70.0 2240.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 10832.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2006 Washington State Nonresidential Energy Code Compliance F o r m. . . . . . . • Interior Lighting Summary (back) LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5.7•11 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants /bars5 1.3 Post office 1.1 Dormitory 1.0 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia°, assembly spaces° 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses11, storage areas 0.5 Hotel banquet/conference /exhibition hall3.4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 t Libraries 1.3 Plans Submitted for Common Areas Only Manufacturing facility 1.3 Main floor building lobbies3 (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. " "" " ' 2006 Washinaion State Nonresidential Energy Code Compliance Form• — ' • Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms ' Revised July 2007 Project Info Proj Address SOUTHCENTER MALL Date 3/11/2010 633 SOUTHCENTER PEATY For Building Department Use TUKWILA, WA 98188 Name: FOOT LOCKER INC. - MARYANN VISICARO Appl. Name 112 WEST 34TH STREET, NY, NY 10120 Appl. Phone 212-720-4297 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion Sensor ❑ Efficacy > 60 lumens/W • Controlled by ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Tradable Proposed Lighting Wattage Total Allowed Watts Use rftfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Total Proposed Watts Non - Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Proposed Watts may not exceed Allowed Watts for Category 2006 Washington STate Nonresidential Energy Code Compliance Form —�- J Exterior Lighting Summary (back) LTG -EXT 2008 Washington State Nonresidential Energy Code Compliance Forms ' TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W/ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft2 Stairways 1.0 W /ft2 Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/f Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft2 Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft2 Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form` • • - • - • 'Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address SOUTHCENTER MALL Date 3/11/2010 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 ** From Table 15 -1 based on exceptions listed in footnotes ... 2006 Washington State Nonresidential Energy Code Compliance Form -. - Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms _ Revised July 2007 • Project Address SOU HCSrIT� MAIL Date 3/11/2010 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I1514 'Max. watts 'Indicate watts for each exit sign I I LIGHTING' POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture - 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) I1540 (Transformers 'Indicate size and efficiency I If "no" is circled for any question, provide explanation: • 2006 Washington State Nonresidential Energy Code Com•liance Form= :::= --..._ . fighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either. a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior. Buildings greater than 5,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft2 enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft2 or 5% of the building footprint for footprints over 100,000 ft2, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). • TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com Nicholas J. Tricarico, Architect April 12, 2010 To: Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Foot Locker - House of Hoops Address: Southcenter Mall i01(6343-Southcenter Pkwy Tukwila, WA 98188 Permit #: D10 -078 Mr. Allen Johannessen, Please be advised that the drawing set for the Foot Locker w/ House of Hoops store, at Southcenter Mall, has been revised and re- submitted to address comments from the building division review memo dated 3/25/10. Please note that the Tenant had made some changes previously, which are clouded and marked respectively as Revision 1 and/or Revision 2. However, this response letter with the attached resubmitted construction documents will only pertain to the Building Department comments, which will be addressed in the same order as your correction list. On all affected drawings, each revision is clouded and contains a Revision #2, inscribed within a delta symbol and the date. This letter is in reply to those comments and lists each comment and what action was taken. Please see below: Comment #1: Provide additional details to show how the curtain wall framing with the lateral bracing shall attach to the structure above. In addition, please provide a structural analysis to verify all elements of the structure above, combined with the additional load of the hung wall and ceiling elements, which confirms the structure above shall not be adversely affected by the additional loads of the curtain wall construction. Response: Added note to detail 8/A1.2 to refer to structural details. Structural engineer provided new sheet of structural details, sheet S1.1, for curtain wall framing. Please also refer to the structural engineer's response letter and load calculations for confirmation that the existing structure above shall not be adversely affected by the curtain wall construction. Thank you for helping us to expedite this project. If you have any additional questions, Please feel free to contact us. Sincerely, Cara Rossomando Assistant Project Manager Enc. (4) Fully Revised Drawing Sets Structural Engineer Response Letter and Load Calculations IIICONSULTING STRU TURA ENGINEER 2000 W. HENDERSON RD., SUITE 5 M,. COLUMBUS, OHIO 43220 April 9, 2010 RESPONSE TO CORRECTION LETTER Footlocker -House of Hoops 1090 Southcenter Mall Tukwila, WA Permit #: D10 -078 Mr. Johannessen: The following are the responses to your Correction Letter #1, dated March 30, 2010: 1: Sheet S1.1 has been added indicating details of how the soffit (curtain wall) framing and lateral bracing attach to the structure above. Additionally, structural calculations have been performed and are being submitted confirming that the existing structure is capable of safely supporting all additional loads from the curtain wall framing and suspended ceiling. Respectfully submitted, Joseph Lewis, P.E. {EXPIRES 08 -1340 I Phone: (614) 326 -2806 / Fax: (614) 326 -2805 / Email: jlewis @rrohio.com • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 30, 2010 Kent Fahey 3019 Hollinwell Dr Katy, TX 77450 RE: Correction Letter #1 Development Permit Application Number D10 -078 Footlocker (House of Hoops) —1090 Southcenter Mall Dear Mr. Fahey, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 4-330 eR__191./ Bill Rambo Permit Technician encl File No. D10 -078 W:\Permit Center\Correction Letters\2010\D10 -078 Correction Letter N1.DOC 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 c Phone: 206 - 431 -3670 . Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 25, 2010 Project Name: Footlocker - House of Hoops Permit #: D10 -078 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide additional details to show how the curtain wall framing with the lateral bracing shall attach to the structure above. In addition, please provide a structural analysis to verify all elements of the structure above, combined with the additional load of the hung wall and ceiling elements, which confirms the structure above shall not be adversely affected by the additional loads of the curtain wall construction. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. oPER ITC l ='I COPY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -078 DATE: 04/13/10 PROJECT NAME: FOOTLOCKER - HOUSE OF HOOPS SITE ADDRESS: 1090 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTM NTS: (� Bul ding i ision Public Works ❑ Fire Prevention Structural Planning Division u ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Comments: Incomplete ri DUE DATE: 04/15/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/13/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • a PLAN EVI W /ROUTING SLIP ACTIVITY NUMBER: D10 -078 DATE: 03 -17 -10 PROJECT NAME: FOOTLOCKER - HOUSE OF HOOPS SITE ADDRESS: 1090 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMEN S: hie uilding Division tO 1)1 lblic dot s Fire Prevention Structural VA-4 0 cyf IVM 0 Planning Di Vision n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-18 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -15-10 Approved Approved with Conditions n Not Approved (attach comments) IA Notation: REVIEWER'S INITIALS: DATE: Permit Center•Use Only 30��a CORRECTION LETTER MAILED: Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: NO- c-rt� Date: 014 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: - i h 1t-oc - 4-1v l { UPS ` Project Address: t.Q t D Soc. ce { -Pap � ( Lc IELLAA tt) co lb' b ' Contact Person: 6N)\- �a�2v� Phone Number: W() - j� (o • �' LILA t. Summary of Revision: errYpp MIA APR 13 1010 PE Ufl CENii Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IT4Entered in Permits Plus on 6I1,1901,1't7 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople P titer Friendly Page 0 General /Specialty Contractor A business registered as a construction contractor with LftI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Horizon Retail Const Inc UBI No. 601483044 Phone 2626386000 Status Active Address 1500 Horizon Drive License No. HORIZRC072N5 Suite /Apt. License Type Construction Contractor City Sturtevant Effective Date 8/25/1993 State Wi Expiration Date 4/15/2011 Zip 53177 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Hendersen, Jon E &Nbsp; 01/01/1980 Amount Gustin, Robert L IiNbsp; 01/01/1980 5919211 Henderson, Jon E &Nbsp; 01/01/1980 Jawort, Dan Agent 01/01/1980 ZURICH AMERICAN INS CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO 1592447 04/10/2002 Until Cancelled $12,000.00 04/15/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 ZURICH AMERICAN INS CO 5919211 03/29/2009 03/29/2011 $1,000,000.00 04 /13/2010 6 ZURICH AMERICAN INS CO 59192110001 03/29/2006 03/29/2009 $1,000,000.00 03/24/2008 5 GENERAL CAS CO OF WISCONSIN CC10245522 03/29/2002 03/29/2006 $1,000,000.00 02/28/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print. aspx 05/24/2010 FOOT LOCKER, INC. PROJECT DIRECTORY CODE INFORMATION TENANT HOUSE OF HOOPS BY FOOT LOCKER FOOTLOCKER INC. 112 W. 34th STREET NEW YORK, NY 10120 PROJECT CONSTRUCTION MANAGER JAY FOWLER 5190 UNIONTOWN ROAD SAN DIEGO, CA 92111 TEL: 858 -214 -3682 EMAIL: JFOWLERGFOOTLOCKERCOM PROJECT DESIGNER: SHANNON DUNN TEL: 212- 120 -4229 EMAIL: SDUNNeFOOTLOCKERCOM SHOPPING CENTER INFORMATION WESTFIELD SOUTHCENTER 633 SOUTHCENTER MALL SEATTLE, WASHINGTON 98188 CONTACT: PAT SURNS (DIRECTOR OF OPERATIONS) TEL: 206 -246 -0423 LANDLORD INFORMATION WESTFIELD, LLC 633 SOUTHCENTER SEATTLE, WA 98188 CONTACT: DANYULE BRAKUS REGIONAL TENANT COORDINATOR - NORTHWEST TEL: 206- 802 -6010 FAX: 310- 689 -5102 EMAIL: DBRAKUSGWESTFIELD.COM ARCHITECT TRICARICO ARCHITECTURE AND DESIGN PC 502 VALLEY ROAD WAYNE, NJ 01410 CONTACT: NIKO VERIKIOS TEL: 913 -692 -0222 ENGINEER TRICARICO ARCHITECTURE AND DESIGN PC 502 VALLEY ROAD WAYNE, NJ 01410 CONTACT: PATRICK MENSAH TEL: 913 -692 -0222 PLEASE DIRECT ALL INQUIRES TO PROJECT CONSTRUCTION MANAGER APPLICABLE CODES: ALL WORK DONE UNDER TH1S CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL AUTHORITIES. HAVING JURISDICTION. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY TENANT'S CONTRACTOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPLICABLE CODES: (INCLUDING LOCAL AMENDMENTS) BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE MECHANICAL CODE: 2006 INTERNATIONAL MECHANICAL CODE ELECTRICAL CODE: 2006 NATIONAL ELECTRIC CODE PLUMBING CODE: 2006 UNIFORM PLUMBING CODE FIRE CODE: 2006 INTERNATIONAL FIRE CODE OTHER CODES: 2006 WASHINGTON STATE ENERGY CODE ACCESSIBILITY CODE: 2003 ANSI OCCUPANCY GROUP: 'M' = MERCANTILE CONSTRUCTION TYPE: TYPE II FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 SQ. FT. CALCULATION OCCUPANT LOAD ARCHITECT: RATIO SALES AREA: SR FT/ 30 PERSONS FOOT LOCKER - RESPONSIBILITY SCHEDULE & NOTES HOUSE OF HOOPS $Q FT/ 300 PERSONS SQ FT/ 300 PERSONS TOTAL (100 %) TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, N7 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com EXIT WIDTH 15 0.15" / PERSON: TOTAL REQ'D (139X.15) = 20.85" REQUIRED - 215" PROVIDED LESS THAN 500 OCCUPANTS OR MORE THAN 50 REQUIRES 2 EXITS - 2 ARE PROVIDED © 2010 NICHOLAS J. TRICARICO AREA SITE PLAN STOREFRONT BARRICADE DIVISION 11: SITE CONSTRUCTION DEMOLITION REMOVAL OF FINISHES, LIGHTING, FIXTURES, ETC. SEE DLO FOR MORE INFO. PREFINISHED WOOD BASE / CASED OPENINGS II DIVISION VIII: DOORS 4 WNDOWS DIVISION III: CONCRETE PROVIDED BY MILLWORK VENDOR - DCI, INSTALLED BY TGC PROVIDED BY MILLWORK VENDOR DCI, INSTALLED BY TGC CONCRETE PATCHING CREATE SMOOTH LEVEL SURFACE TO ACCEPT NEW FLOOR'G DIVISION M MASONRY MASONRY ACOUSTICAL CEILING EX'G GRIP TO REMAIN. REPLACE TILE(S) AS PER NEW DESIGN, SEE 46.0 GYPSUM BOARD, FRAMING AND ACCESSORIES DIVISION v: METALS SALES AREA WOOD FLOORING 4 ADHESIVE STRUCTURAL METAL FRAMING LIGHT GAUGE METAL FRAMING UNISTRUT FOR SUSPENSION OF AUDIO/VISUAL EQUIPMENT 4 LIGHTING EXPANSION JOINTS VINYL WALL COVERINGS 4 ADHESIVES COURT LINE PAINT 4 POLY FINISH SUPPLIED BY TENANT, INSTALLED BY GC PLEXI -GLASS (VESTIBULE WALL COVERINGS) FITTING ROOM GRAPHIC PANEL 4 TRIM COLUMN WAINSCOT FINISH 03x19/10 l!S _ 03/29/10 REVEALS REFER TO FINISH PLAN / INCLUDES COURT LINES BRAKE METAL DIVISION v6 WOOD 4 PLASTICS ROUGH FRAMING FINISH CARPENTRY FITTING ROOM BENCH TOP 4 COAT HOOKS MIRRORS (FITTING ROOM) DIVISION XII: FURNISHINGS WOOD BASE BOARD PROVIDED BY MILLWORK VENDOR - DCI, INSTALLED BY TGC SALES FLOOR DISPLAY FIXTURES - UUESTFIELD SOUTHCENTER TUKUJILA, WA 98188 1 NICHOLAS J. TRICARI STATE OF DASHING DIVISION VII: THERMAL 4 MOISTURE PROTECTION WATERPROOF MEMBRANE DIVISION XV: MECHANICAL BATT INSULATION MODIFIED AS REQUIRED BASED ON NEW DESIGN LAYOUT ROOFING PENETRATIONS DIVISION VIII: DOORS 4 WINDOWS DIFFUSERS 4 GRILLES MALL KEY DIVISION XYI: ELECTRICAL DOOR HARDWARE FITTING ROOM DOORS, FRAME 4 HARDWARE ACCESS PANELS CONDUIT, WIRING 4 DEVICES LIGHTING FIXTURES /LAMPS - HON SEE E2.0 FOR LIG 4ITNG LAYOUT DESIGN REVISIONS DESCRIPTION AUDIO/VISUAL/ SYSTEM 4 DEVICES ROLLING GRILLE BRACING, SWITCHES 4 LOCKS STOREFRONT GLAZING, HEADS 4 BASE EXIT DOOR PANIC HARDWARE EXIT DOOR LOCK SET ACOUSTICAL CEILING DESCRIPTION OF WORK FIRST ISSUE 03/11/10 TENANT COMMENTS (CR) DOB /OWNER COMMENTS (CR) 03/29/10 04/12/10 TENANT G.C. SUPPLIES POWER A NEW 1 -IOUSE OF HOOPS DEPARTMENT TO BE ADDED TO AN EXISTING FOOT LOCKER SPACE. FINISHES TO BE UPDATED., NO NEW WORK IN BACK OF HOUSE. EX'G GRID TO REMAIN. REPLACE DIRTY/DAMAGED TILES) AS REQ'D, SEE A6.0 GYPSUM BOARD, FRAMING AND ACCESSORIES VINYL GRAPHICS TILE - SETTING MATERIALS 4 ACCESSORIES INCLUDING GROUT AS PER SHEET A3.0 SCOPE OF WORK MALL FLOORING EXISITNG IN NON -SALES AREA, NO NEW WORK VINYL WALL COVERINGS 4 ADHESIVES VINYL BA5E PAINT 4 PAINTING WALL 4 CORNER GUARDS WALK -OFF MAT DIVISION X: SPECIALTIES EXISITNG IN NON -SALES AREA, NO NEW WORK G.C. TO VERIFY EX'G CONDITIONS AND REPORT TO FOOT LOCKER C.tl. STOCK ROOM SHELVING SYSTEMS INC. SHELVING, HANGRODS, LADDERS 4 MGR'S DESK FITTING ROOM BENCH TOP 4 COAT HOOKS FOOT LOCKER 1. REMOVAL OF EXISTING FOOT LOCKER FLOOR FIXTURES NOT UTILIZED IN NEW H0H DEPARTMENT. 2. NO WORK AT STOREFRONT. 3. SALES AREA TO RECEIVE NEW FLOORING. 4. EXISTING PERIMETER FIXTURES TO REMAIN, "EXCEPT THOSE NOT UTILIZED IN NEW CONSTRUCTION. 5. NEW AND EXISTING FOOT LOCKER DISPLAY FIXTURES IN SALES AREA. 6. EXISTING ACT AND GRID SYSTEM TO REMAIN N SALES AREA, DIRTY OR DAMAGED TILES TO BE REPLACED. 1. ALL LIGHTING IN FL SALES AREA TO REMAIN, WASHED AND RE- LAMPED. TRACK AT STOREFRONT AND IN DISPLAY WINDOWS TD RECEIVE NEW HEADS. 8. EXISTING RTU(5) TO REMAIN, NO NEW HVAC WORK 9. NEW FLOATING 4 REGISTER CASHWRAP. 10. EXISTING STOCK AREA AND OFFICES TO REMAIN. EXISTING LIGHTING TO REMAIN, WASHED AND RE- LAMPED, IF REQUIRED. 11. NO NEW PLUMBING WORK EXISTING TOILET ROOMS TO REMAIN. 12. SPRINKLERS FIXTURES TD REMAIN, SUB- CONTRACTOR TO MAKE MODIFICATIONS AS REQUIRED PER NEW LAYOUT, REFER TO SUS- CONTRACTOR'S SHOP DRAWINGS FOR MORE INFORMATION. 13. FIRE ALARM SYSTEM TO REMAIN, SUB - CONTRACTOR TO MAKE MODIFICATIONS AS REQUIRED PER NEW LAYOUT, REFER TO SUBCONTRACTORS SHOP DRAWINGS FOR MORE INFO. SEPARATE PERMIT REQUIRED FOR: �I Mechanical Vglectrical �1umbing as Piping Ci j of Tukwila El 1'_.F I; DIVISION SHEET DIVISION XII: FURNISHINGS SALES .FLOOR FIXTURES/ FLOATING SHOE WALL PERIMETER WALL OUTRIGGERS 4 PANELS SEE A5.O FOR ADDITIONAL INFORMATION • II G.C. TO BRING EX'G PANELS TO LIKE NEW CONDITIONS. SEE A5.0 HOUSE OF HOOPS 5I-IEET TITLE COVER SHEET REVISION DATE AND NO 03/29/10 04/12/10 DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: KS G1.1 1 ARCHITECTURAL SPECIFICATIONS G12 1 ARCHITECTURAL SPECIFICATIONS CONT. DIVISION XIV: CONVEYING SYSTEMS DIVISION XY MECHANICAL MODIFY AS REQUIRED, BASED ON NEW DESIGN LAYOUT RELOC. EX'G, PER NEW LAYOUT AS REQUIRED BY LOCAL CODE PLUMBING FIXTURES 1. INSTALL NEW WOOD FLOORING AND 545E IN NEW H0N DEPARTMENT. 2. EXISTING FITTING ROOM TO RECEIVE NEW HOH FINISHES, BENCH, HOOK, MIRROR(5) AND DOOR. 3. EXISTING VESTIBULES TO RECEIVE NEW 14014 FINISHES. 4. INSTALL NEW PERIMETER CABINETS AND FLOOR FIXTURES IN NEW HDH DEPARTMENT. 5. 14014 SALES DEPARTMENT: ALL NEW LIGHTING PACKAGE. 6. EXISTING ACTAND GRID TO REMAIN, TO BE PAINTED. REPLACE DIRTY OR DAMAGED TILES. 1. NO NEW HVAC WORK 8. SPRINKLERS FIXTURES TO REMAIN, SUB - CONTRACTOR TO MAKE MODIFICATIONS AS REQUIRED PER NEW LAYOUT, REFER TO SUB - CONTRACTOR'S SHOP DRAWINGS FOR MORE INFORMATION. 9. FIRE ALARM SYSTEM TO REMAIN, SUB- CONTRACTOR TO MAKE MODIFICATIONS A6 REQUIRED PER NEW LAYOUT, REFER TO SUBCONTRACTORS 5HOP DRAWINGS FOR MORE INFO. DEMOLITION PLAN 03/29/10 CONSTRUCTION DETAILS A13 1 CONSTRUCTION DETAILS Permit No. P sir # �_ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize t o violation of any adopted code or ordnance. Receipt of approve • ' ' gQy�1.. P 1 1 cknowledged 03/29/I0 03/29/I0 03/29/10 03/2940 03/29/10 03/29/10 03/29/10 03/29/10 04/12/10 04/12/10 04/12/10 04/12,10 04/12/10 11EC+4ANICAL EQUIPMENT AIR CURTAIN FIRE DAMPERS TOILET EXHAUST FAN, DUCTWORK, ROOF CAP TEMPERATURE CONTROL SYSTEM SMOKE ALARM 4 CONTROLS DIVISION XVI• ELECTRICAL MAIN SERVICE CONDUIT G.C. TO PROTECT EX'G, RELOC. AS SHOWN ON PLANS, PER NEW LAYOUT. • 1 G.C. TO EXTEND TO NEW DEVICE LOCATIONS TELEPHONE CONDUIT 4 PULL WIRE TIME CLOCK DATA CONDUIT DATA CABLING G.C. TO EXTEND TO NEW DEVICE LOCATIONS CASH WRAP CABLE 4 RELATED CONNECTORS NOTES: Date: 1 TENANT'S CONTRACTOR IS RESPONSIBLE FOR THE SCOPE OF WORK AS INDICATED IN THE DRAWINGS UNLESS OTHERWISE NOTED IN THE RESPON5IBLITY SCHEDULE ABOVE. ANY QUESTIONS OR DISCREPANCIES SHOULD BE BROUGHT TO TENANT PROJECT MANAGER'S ATTENTION PRIOR TO SUBMISSION OF A BID. 2. ALL G- SHEETS RELATE TO ALL TRADES AND VENDORS. 3. TENANT'S CONTRACTOR 15 TO PROVIDE SCHEDULE AND PROJECT CALENDAR TO TENANT'S PROJECT MANAGER TO SHARE WITH OTHER VENDORS (EC. FIXTURE SUPPLIER, FLOORING SUPPLIER/INSTALLER, SIGNAGE MANUFACTURER LIGHTING SUPPLIER AND MISCELLANEOUS LOW VOLTAGE INSTALLERS). 4. FOR MATERIALS PROVIDED SY OTHERS, TENANT'S CONTRACTOR IS TO RECEIVE AND IS TO REPORT MISSING ITEMS OR DAMAGES TO TENANT PROJECT MGR WITHIN 48 HOURS OF RECEIPT. IF TENANT'S CONTRACTOR MILS TO DO 50, NE TENANT'S CONTRACTOR 15 RESPONSIBLE FOR COSTS RELATED TO REPLACING MISSING OR DAMAGED TENANT FURNISHED MATERIALS. 5 TENANT'S CONTRACTOR IS RESPONSIBLE TO COORDINATE PROPER RECEIPT OF ALL TENANT SUPPLIED ITEMS INCLUDING BUT NOT LIMITED TO HAVING ALL NECESSARY EQUIPMENT FOR OFF - LOADING FROM DELIVERY TRUCK 6. TENANT'S CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL EXISTING FIXTURES THAT ARE TO REMAIN FROM THE TEMPORARY LOCATION BACK TO THE SITE AFTER CONSTRUCTION IS COMPLETE. 1. TENANT TO PROVIDE TENANT CONTRACTOR WITH A COPY OF VENDOR ORDER RELEASE PACKAGE. TENANT'S CONTRACTOR TO ENSURE THAT THIS 15 MAINTAINED ON SITE BY FIELD SUPERINTENDENT. B. TENANT'S CONTRACTOR TO FURNISH TENANT PROJECT MANAGER WITH AS -BUILT DUGS. REFLECTING ACTUAL CONDITIONS UPON COMPLETION OF JOB. 9. COORDNATE PHASED CONSTRUCTION AND TEMPORARY PROTECTION WITH TENANT'S PROJECT MANAGER AND WITH LANDLORD REPRESENTATIVES. 10. TENANT G.C. RESPONSIBLE FOR MODIFYING EXISTING FIRE ALARM /SPRINKLER SYSTEM PER NEW WORK 11. SEPARATE PERMITS AND PLAN CHECK ARE REQUIRED FOR SIGNAGE, ELECTRICAL, HVAC, PLUMBING, LOW VOLTAGE ELECTRICAL, AND FIRE /LIFE SAFETY. 12. TENANT G.C. TO REVIEW PROJECT PHASING WITH TENANT PROJECT MANAGER PRIOR TO SID SUBMITTAL. 13. REFER TO ALL RESPECTIVE DRAWINGS FOR MORE INFORMATION. ELECTRICAL POWER PLAN 4 DETAILS ®� s 03/29/10 03/29/10 03/29/I0 04/12/10 PROJECT TITLE 04/12/10 E4.1 1 MISCELLANEOUS ELECTRICAL DETAILS 51.1 1 STRUCTURAL DETAILS PERMIT CENTER ABBREVIATIONS 04/12/10 SYMBOLS RELOCATE TO NEW CASHWRAP, SEE SHEET EL0 TENANT ELECTRICAL PANELS A.FF. BOG. BLDG. 8.0.5. CLG. CL. CONTT. DIA. DIM. E. FT. ALARM 4 CONTROLS LANDLORD NOTE: TENANT'S GENERAL CONTRACTOR TO COORDINATE UJITHI MALL MANAGEMENT PRIOR TO COMMENCEMENT OF ANY WORK. REVISIONS No changes shall be made to the scope - of work without prior approval of Tukb ;iia Building Division. {� :!OT Fi isions !'III require a nsw plan submittal and may nc ude additional plan review fees. FLUOR GA. G.C. G.W.B. k, HT_ H0R HOH ABOVE FINISH FLOOR BEARING BUILDING BOTTOM OF SOFFIT CE IL INC CENTER LINE CONSTRUCTION DIAMETER DIMENSION EQUAL FEET FOOT LOCKER FLUORESCENT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD HEIGHT HORIZONTAL HOUSE OF HOOPS LAV. MFR MAX. MIN. MISC. N.I.G. D.C. OPP. PL. LAVATORY MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT ON CENTER OPPOSITE PLATE R, RAD. RADIUS RCP. REFLECTED CEILING PLAN REQ'D REQUIRED REV. REVISION M. ROOM R.O. ROUGH OPENING R.U.G. ROLL UP GRILL SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD TYP. TYPICAL UN.O. UNLESS NOTED OTHERWISE VERT. VERTICAL V.IF. VERIFY IN FIELD W/ WITH W/O WITHOUT WD. WOOD SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 CALL OUT DETAIL NUMBER /LETTER Q� DETAIL SHEET REVISION IDENTIFIER SECTION WALL SECTION STORE NO. ELEVATION EQUIPMENT I IDENTIFIER REF. TO EQUIPMENT. SCHEDULE MINIMUM CLEARANCE PLAN DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 MINIMUM CLEARANCE COLUMN GRID LINE CLEAR FINISH IDENTIFIER FP -1 REF. TO DOOR SCHEDULE DOOR IDENTIFIER REF. TO DOOR SCHEDULE -GENERAL NOTES DIVISION I (CONT.) GENERAL REQUIREMENTS/ GENERAL CONDITIONS DIVISION V METALS DIVISION VIII DOORS & WINDOWS (CONT.) DIVISION IX FINISHES (CONT.) .1- VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE ATTENTION OF THE PROJECT CONSTRUCTION MANAGER 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK FAILURE TO DO SO SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR 3. VERIFY SETBACKS, AND /OR EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORK 4. UPON COMPLETION OF THE WORK, PROVIDE AND INSTALL A WALL FRAME WITH CLEAR FLEX FACE OVER TI-4E MANAGER'S DESK CONTAINING THE CERTIFICATE OF OCCUPANCY. 5. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITIES FOR THE WORK M. CLEAN UP AT TURNOVER: 1. PROVIDE A PROFESSIONAL CLEANING SERVICE FOR ALL AREAS OF THE STORE AT THE COMPLETION OF THE PROJECT AND BEFORE TURNING THE PROJECT OVER TO THE TENANT. WORK TO INCLUDE, BUT NOT BE LIMITED TO ALL CEILING SURFACES, FLOOR AND WALL SURFACES, MILLWORK AND CABINETRY. THE STORE IS TO BE CLEAN AND READY FOR MERCHANDISING. 2. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS A5 DIRECTED BY THE PROJECT CONSTRUCTION MANAGER 3. STOREFRONT 15 TO BE CLEAN OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. 4. HVAC FILTERS TO BE CHANGED FOLLOWING THE CLEANING. N. INSURANCE: 1. SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION AND F(XTURING WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN AMOUNTS AS SET FORTH HEREIN. WORK SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED ". CERTIFICATE OF INSURANCE SHALL COVER WORK PERFORMED BY CONTRACTOR, EACH SUBCONTRACTOR AND ALL MAJOR SUPPLIERS. THE MINIMUM COVERAGE AND LIMITS OF LIABILITY ARE AS FOLLOWS: a_ WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES OF THE CONTRACTOR COMPENSATION PROVIDED BY THE WORKMEN'S COMPENSATION LAWS OF THE STATE IN WHICH THE WORK IS A. METAL STUDS 1. 20 GA. MINIMUM AT NON -SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE_ 2. 25 GA. MINIMUM, AT 16" O.C. MAXIMUM, AT TYPICAL PARTITIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, BRACKETS, SLEEVES, ETC. AS REQUIRED. $. METAL STANDARDS 1• FURNISH AND INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. C. STRUCTURAL STEEL, AND /OR HEAVY GAUGE METAL FRAMING 1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN PLANS AND DETAILS. D. PROTECTIVE CORNER GUARDS 1. PROVIDE AND INSTALL METAL CORNER GUARDS (2 "X2 "X12 ") AT ALL NON -SALES OUTSIDE CORNERS OR AS SPECIFIED IN THE PLANS SPACKLE AND SAND SMOOTH: E. REVEALS 1. INSTALL METAL REVEALS SIZE AND LENGTH AS INDICATED ON PLANS. PROVIDE BLOCKING OR BACKING AS REQUIRED TO SECURE IN PLACE. 2. PAINT OR FINISH PER PLANS. F. EXPANSION JOINTS 1. INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. 2. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED N THE DRAWINGS. 3. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL I" DEPTH) WITH ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC., 811- CONSPEG. G. SUSPENSION SYSTEM 1. PROVIDE AND INSTALL UNISTRUT SPACE FRAME GRID SYSTEM PER MANUFACTURERS SPECIFICATIONS AS REQUIRED FOR LIGHTING, CEILING ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION. 2. SUPPORT PPORT FROM STRUCTURE WITH THREADED RODS AND NUTS AS REQUIRED OR DETAILED. 3. CONTACT UNISTRUT CORPORATION 800 -465 -9510. B. STOREFRONT CLOSURE: L INSTALLATION AND SUPPORT OF ROLL -UP GRILLE OR SECURITY GATE MUST COMPLY WITH LOCAL CODES. 2. REMOVE OBSTRUCTIONS THAT WILL HINDER INSTALLATION OF GRILLE. COORDINATE DELIVERY AND INSTALLATION WITH INSTALLER. 3. PROTECT GRILLE FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION. C. ACCESS DOORS: 1. PROVIDE FLUSH TYPE CONCEALED FRAME METAL DOORS MIN 18" X 18 ", OR AS SPECIFIED ON THE DRAWINGS, 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE PROJECT CONSTRUCTION MANAGER 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. 4. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR OR CEILING -ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED. 5. FINISH TO MATCH ADJACENT SURFACES. 6. PROVIDE KEYED LOCK AT ALL PANELS IN COMMON AREAS. 1. COORDINATE WITH LIGHTING LAYOUT AND MECHANICAL PLANS. S. BABCOCK -DAVIS 9300 13RD AVE. N., BROOKLYN PARK, MN 55425, P: 585.4123126 OR 163.488.9241, F: 8883123126 OR 1634889248 a_ FIRE RATED: S -IW SERIES FIRE RATED WITH DRYWALL BEAD STEEL CONCEALED FRAME - AS REQUIRED, REFER TO PLAN AND CEILING TYPE CALL OUT b. NON FIRE RATED: 5-NW SERIES WITH DRYWALL BEAD STEEL CONCEALED FRAME D. STOREFRONT: S. FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR TI-4E COMPLETE INSTALLATION OF FRAMING AS SHOWN ON T1-4E DRAWINGS AND SPECIFIED HEREIN. S. ALL GLASS FRAMING SHALL BE SET IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS AND SHALL BE LEVEL, SQUARE, PLUMS, AND N ALIGNMENT WITH OTHER WORK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED SHOP DRAWINGS. 10. PROTECT STORE FRONT FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION. E. GLASS AND GLAZING: 1. MIRRORS: a. PROVIDE AND INSTALL 1/4" CLEAR PLATE MIRRORS WITH CONTINUOUS CHROME J -CLIP, "STYLMARK" "420068 OR EQUAL, ALL SIDES (MITERED CORNERS) AND ADHESIVE RECOMMENDED BY MANUFACTURER. 2. STOREFRONT: a. PROVIDE AND INSTALL I/2" THICK TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), POLISH ALL EXPOSED EDGES. b. OPENINGS AND SUBSTRATES MUST BE PROPERLY PREPARED TO RECEIVE GLASS. c. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS, AS REQUIRED BY LOCAL CODE. d. REFER TO DETAILS FOR THE SPECIFIED MATERIALS. H. WOOD FLOORING: 1_ REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP TRANSITION. 3. PROVIDE AND INSTALL TRANSITION STRIPS. TRANSITION STRIPS MATERIALS AND MUST CONFORM TO ALL CODE REQUIREMENTS QUALITY STANDARDS. 4. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. OF SUB FLOOR SHOULD NOT EXCEED 13%. ANY PROBLEMS TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE 5. INSPECT SUB- FLOOR. CAREFULLY. SUB-FLOOR MUST BE RIDGED, SMOOTH, FLAT, LEVEL, DRY, CLEAN, AND FREE OF ALL FOREIGN AS DUST, PAINT, GREASE, OILS, SOLVENTS, CURING AND HARDENING SEALERS, ASPHALT AND OW ADHESIVE RESIDUE. 6. PATCH AND REPAIR ALL MINOR CRACKS AND OTHER IMPERFECTIONS CEMENT PATCHING COMPOUND. 1. FLOORING AND ADHESIVE SHALL BE STORED A MINIMUM OF INSTALLATION AREA. S. EACH PLANK MUST BE FIRMLY SEATED IN ADHESIVE. ROLL 150 POUND ROLLER 9. UP TO 1/2" SPACE IS TO BE COVERED BY AN APPROPRIATE FILLED WITH A SUITABLE ELASOTMERIC SEALANT, SILICONE, EXPANSION JOINT FILLER OR EQUAL). 10. DO NOT PROCEED WITH INSTALLATION UNTIL ALL CONDITIONS SATISFACTORY. 11. ADHESIVE SHALL BE PER MANUFACTURER'S RECOMMENDATION. 12. PROTECT FLOOR COVERING AGAINST DAMAGE FROM ROLLING OBJECTS AND OTHER ABUSE. 13. FLOOR MUST BE THOROUGHLY CLEANED AND BUFFED PER INSTRUCTIONS. I. COURT LINES 4 FINISHING: 1. APPLY GAME LINES PRIOR TO SEALING FLOOR. 2. APPLY GAME LINES USING VENDOR SUPPLIED PAINT. 3. COURT LINES TO BE DISTRESSED WITH STEEL WOOL PRIOR COORDINATE FINAL APPEARANCE WITH FOOT LOCKER PROJECT 4. APPLY FINISH GOAT. 5. PROTECT FLOOR COVERING AGAINST DAMAGE FROM ROLLING OBJECTS AND OTHER ABUSE. . FLOOR MUST BE THOROUGHLY CLEANED AND BUFFED PER INSTRUCTIONS. FOR SMOOTH EVEN MUST BE NEW AND INDUSTRY TO MOISTURE CONTENT DUE TO MOISTURE IMMEDIATELY. FINISHED MATERIALS SUCH COMPOUNDS, WITH LATEX 12 1 -HOURS IN THE THE FLOOR WITH A BASE MOLDING OR OR POLYURETHANE ARE LOADS, SHARP MANUFACTURER'S TO SEALING. MANAGER LOADS, SHARP MANUFACTURER'S FOR SMOOTH To ANY THE PROJECT MODIFIED THIN SPECIALTY ROAD, AND PERFECT SURFACE. WITH AND PERFECT SURFACE. REVIEWED FOR COMPLIANCE j, APPROVED APR 21 2010 City ivisinm SPECIFICATIONS BEING PERFORMED, WITH LIMITS OF NOT LESS THAN $2,000,000. b. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS THAN $2,000,000. DIVISION I GENERAL REQUIREMENTS/ GENERAL CONDITIONS c. CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS THAN $2,000,000. d. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAYING LIMITS OF NOT LESS THAN $2000,000. e. CONTRACTOR TO FURNISH A HOLD HARMLESS CERTIFICATE FOR ASSUME E RESPONSIBILITY FOR A COMPLETE AND OPERATIONAL TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. A. COORDINATION: 1. OBTAIN A COPY OF THE CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, UTILITY LOCATIONS, CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIAL STORAGE, HAUL OFF AND PERMIT INFORMATION. 2. COORDINATE WORK WITH WORK OF OTHER TRADES, THE LANDLORD'S FORCES, OTHER TENANT CONTRACTORS, AND TENANT STORE OPERATIONS IN ORDER TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. 3. FURNISH LABOR, MATERIALS, EQUIPMENT AND APPLIANCES NECESSARY TO COMPLETE THE INSTALLATION OF ALL ITEMS FURNISHED BY OTHERS. 4. NO WORK SHALL COMMENCE WITHOUT CONSENT OF THE LANDLORD. 8. PROTECTION: - 1. ERECT A TEMPORARY BARRICADE. AT THE STOREFRONT ONLY IF REQUIRED BY THE GUIDELINES_ 2. PROTECT THE PROPERTY OF ADJACENT TENANTS, COMMON AREAS, AND NEUTRAL PIERS AT ALL TIMES. ANY DAMAGE THAT OCCURS AS A RESULT OF DEMOLITION (OR CONSTRUCTION) IS TO BE REPAIRED TO LIKE NEW CONDITION. G. PAYMENT ,AND WAIVER OF LIENS: 1. PAYMENTS MADE FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT AND ONLY FOR PAYMENTS TO SUBCONTRACTORS AND MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT. 2. SUBMIT PARTIAL WAIVERS OF LIEN FOR WORK INCLUDING SUBCONTRACTORS AND MATERIAL SUPPLIERS. 3. THE FINAL 10 °% o RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. 4. PROVIDE A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBER TO THE PROJECT CONSTRUCTION MANAGER D. QUALITY OF WORK: 1, ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND O.S.I -4.A. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE IS APPROVED Err THE TENANT AND ALL AUTHORITIES HAVING JURISDICTION. 2. ALL EQUIPMENT AND MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS_ E. CODE COMPLIANCE: I. VERIFY ALL WORK IS IN COMPLIANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL CONSTITUTED' PUBLIC AUTHORITIES HAVING JURISDICTION. THIS INCLUDES BUT IS NOT LIMITED TO LOCAL BUILDING CODE REQUIREMENTS, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, 0.5.H.A., AND THE BEST TRADE PRACTICES. F. DIMENSIONS: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED FACE TO FINISHED FACE OF MATERIALS, FAGS OF STOREFRONT, OR LEASE LINE. 2. VERIFY ALL PROPOSED DIMENSIONS WITH FIELD CONDITIONS. ADVISE THE PROJECT CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE BEGINNING THE WORK 3_ ALL ANGLES SHALL BE 90 OR 45 DEGREES UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. G. SHOP DRAWINGS SUBMITTALS: i. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO THE PROJECT CONSTRUCTION MANAGER FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS PROJECT. 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 6. DIRECT ALL SUBMITTALS TO THE PROJECT CONSTRUCTION MANAGER 1. SUBMITTALS SHOULD INCLUDE 'BUT NOT BE LIMITED TO MECHANICAL, SPRINKLER, MILLWORK, SIGNAGE, AND STOREFRONT. H. SAMPLES: 1_ SUBMIT THREE COPIES OF EACH SAMPLE TO THE PROJECT CONSTRUCTION MANAGER FOR APPROVAL. 2. INCLUDE IDENTIFICATION ON EACH SAMPLE WITH FULL PROJECT INFORMATION. I. GUARANTEE: L GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION AND ACCEPTANCE BY THE TENANT. 2. ALL WORK SHALL CONFORM TO REQUIREMENTS OUTLINED IN THE LANDLORD'S SPEC(FIGATION TO LESSEE AND SHALL BE APPROVED BY THE LANDLORD. 3. FURNISH THE FOLLOWING UPON COMPLETION OF WORD: a. CERTIFICATE OF OCCUPANCY. b. GENERAL CONTRACTOR'S AFFIDAVIT. c. GENERAL CONTRACTOR'S RELEASE OF WAIVER OF LIEN. d. WI EXECUTED- AND ACKNOWLEDGED RELEASE D MECHANICAL LIENS WITH RESPECT TO DEMISED PREMISES EXECUTED BY THE TENANT'S GENERAL CONTRACTOR AND EVERY SUB CONTRACTOR AND SUPPLIER OF LABOR AND MATERIALS ENGAGED IN TENANT'S WORK e. ELECTRICAL INSPECTION CERTIFICATE. f. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK HVAC WARRANTY. FOOTLOCKER INC. f. LIMIT TO $E ADJUSTED WHERE REQUIRED BY LANDLORD FOR ADDITIONAL COVERAGE ONLY TO MEET CRITERIA LISTED IN TENANT CRITERIA BOOKLET, OR AS DISCUSSED IN PRE- CONSTRUCTION MEETING WITH LANDLORD REPRESENTATIVE. L RD REPRE E VE O. INDEMNIFICATION: 1. TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO, ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUC SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM. P. BACKGROUND COMPUTER -AIDED CONTRACT DE SIG N DOCUMENTS: L IN THE EVENT THAT THE GENERAL CONTRACTOR OR ANY SUBCONTRACTORS REQUIRE BACKGROUND DRAWINGS, COPIES OF THESE DRAWINGS MAY 53E PROVIDED SUBJECT TO THE FOLLOWING CONDITIONS: a. A SEPARATE AGREEMENT TITLED "USE OF COMPUTER -AIDED DESIGN DOCUMENTS" MUST BE SIGNED BY THE CONTRACTOR/SUBCONTRACTOR BEFORE THE TRANSFER OF THE FILES. b. AGREE TO USE THE PROJECT FILES ONLY FOR THE LIMITED PURPOSE AS DESCRIBED IN THE AGREEMENT. c. AGREE TO REIMBURSE ARCHITECT OR THE TENANT FOR THE USE OF THE DOCUMENTS PER THE AGREEMENT. REIMBURSE ARCHITECT DIRECTLY OR AGREE TO CREDIT TENANT AN AMOUNT AGREED UPON WITH ARCHITECT THE PROJECT CONSTRUCTION MANAGER Q. DAMAGED FREIGHT (TENANT FURNISHED MATERIALS): L OPEN BOXES /CARTONS WITH B OVIOUS DAMAGE 2. INSPECT FREIGHT BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(5) DAMAGED_ 3. AFTER THE DAMAGE IS NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN N ORDER TO VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF THE DAMAGE. 4• WHEN DAMAGE IS DISCOVERED UPON UNPACKING THE FREIGHT, INSPECT ALL PACKING FOR SIGNS OF DAMAGE OR ABUSE. THE FREIGHT BILL IS TO BE NOTED WITH THE SPECIFIED DAMAGE. 5. CONTACT THE PROJECT CONSTRUCTION MANAGER WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS TO INFORM THEM OF ANY L055. FAX ALL REQUIRED DOCUMENTATION TO TENANT'S REPRESENTATIVE. 6. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING OR DAMAGED TENANT FURNISHED MATERIALS. DIVISION VI WOOD & PLASTICS DIVISION IX FINISHES J. FLOOR TILE: A. CARPENTRY 4 BL OGKIN G _ 1. BEFORE USING WOOD FRAMING OR CONFIRM OF ANY TYPE, CONFIR CODE RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: a. USE NEW LUMBER SEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. b. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK INSTALL BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUM$, AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. c. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING SUPPORTS, ETC. d_ FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS REQUIRED FOR CARPENTRY WORK e. ALL EXISTING OR NEW WOOD 51-IALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. B. MILLWORK: 1. RECEIVE AND INSTALL ALL OWNER PROVIDED FINISHED MILLWORK, CABINETS, PANELING, DOORS AND FRAMES, ETC., AS SHOWN ON DRAWINGS OR AS DIRECTED. 2. CUT, FIT, AND INSTALL ALL MILLWORK AND SET PLUM AND TRUE N ACCORDANCE WITH ASSEMBLY /INSTALLATION DRAWINGS PROVIDED. 3. BACK CUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL ASSEMBLIES. ,4. GYPSUM DRYWALL 1. INSTA LL ALL GYPSUM DRYWALL SYST MS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED_ INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM 5 /5" THICK FIRE CODE SHEETROCK (TYPE "X ") PANELS OF STANDARD QUALITY OR EQUAL. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE. 4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR COMPOUND FINISH. 5. PROVIDE A LEVEL 5 FINISH PRIOR TO THE APPLICATION OF THE FINAL FINISHES. REFER TO THE GYPSUM ASSOCIATION GUIDELINES FOR A DESCRIPTION OF THE DESIRED LEVEL. B. CEILING SYSTEMS 1. REFER TO RESPONSIBILITY SCHEDULE AND R REFLECTED CEILING PLAN FOR SCOPE AND SPECIFIED MATERIALS. 2. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES AS INDICATED ON DRAWINGS. 3. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, GYPSUM BOARD AND LAY -IN CEILINGS SHALL 5E ANCHORED TO THE STRUCTURAL JOISTS AND BEAMS ONLY. PROVIDE AND INSTALL ANY ADDITIONAL FRAMING REQUIRED. 4. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING GRILLES, DIFFUSERS, AND OTHER TYPICAL CEILING ACCESSORIES. 5. PROVIDE SYSTEM COMPONENTS FROM SINGLE MANUFACTURER 6. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. FINISHED CEILING SHALL BE LEVEL, WITH JOINTS SNUG AND SQUARE, AND IN PERFECT CONDITION. 1. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. S. CEILING, WHERE NOTED ON DRAWINGS, SHALL BE 1 HOUR RATED AND SHALL CONSIST OF CLASS "A" SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. C. PAINTING AND FINISHING L PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY STATED L REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2_ ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP EVEN TRANSITION. 3. ALL SU3FLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO CONSTRUCTION MANAGER IMMEDIATELY. 4. FLOOR TILE TO BE INSTALLED WITH TEC SUPER FLEX LATEX SET MORTAR IN ACCORDANCE WITH ANSI 118.4. CONTACT TEC PRODUCTS, INC. AN H.B. FULLER COMPANY, 315 SOUTI -4 HICKS PALATINE IL 60061 e S0ID -TEC -9023 FOR TECHNICAL ASSISTANCE. 5. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) REPLACE OR REPAIR ANY DAMAGED WORK AND LEAVE IN CONDITION. USE NO ACID AGENT OR DEVICE THAT WILL MAR K WALL TILE: 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2_ OVER CEMENTITIOUS SACK UNITS ON STUDS, INSTALL IN ACCORDANCE TGA HANDBOOK METHOD W243, THIN -SET WITH DRY -SET OR IN LATEX- PORTLAND DEMENT BOND GOAT. 3. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) REPLACE OR REPAIR ANY DAMAGED WORK AND LEAVE IN CONDITION. USE NO ACID AGENT OR DEVICE THAT WILL MAR : }r y ! M `,:� =t r - ! . �. � spa M1 qtr r' DIVISION II SITE CONS TRUCTION A. VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITIES, ROOF DRAINS, HVAC EQUIPMENT, ETC. PRIOR TO COMMENCING THE WORK a DEMOLITION: 1. VISIT THE SITE PRIOR TO BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (LE., OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC.) AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES, OMISSIONS OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN IMMEDIATELY TO THE TENANT REPRESENTATIVE. 2. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED. 3. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED AGAIN FOR VARIANCES AGAINST THE PROPOSED WORK. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT REPRESENTATIVE. 4. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 5. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION AT G.G. EXPENSE. 6. NO ALTERATION'S S TO TH E EXISTING STRUCTURAL MEMBERS A RE ALLOWED UNLESS SPECIFICALLY NOTED. 1. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK 8. MAINTAIN AND /OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (PARTITION, FLOOR CEILING, OR BETWEEN ADJACENT SPACES E. REQUIRED BY CODE OR REGULATION. g- DISCONNECTION OF SERVICES: a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL SE RE- ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION OF SERVICE. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER c. SPRINKLER SHUT DOWN SHALL BE COORDINATED WITH THE BUILDING MANAGEMENT PRIOR TO EXECUTION OF WORK 10. ABANDONED ELECTRICAL WIRING: a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE 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 1-1-115 CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. 11. SALVAGED MATERIALS AND EQUIPMENT: a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE TENANT REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND EQUIPMENT. b. PACKAGE, PROTECT AND STORE SALVAGED ITEMS FOR FUTURE USE. 12. DISPOSAL OF NON - SALVAGED MATERIALS AND EQUIPMENT: a.A ALL AN QUI NTN L D E EQUIPMENT NOT SCHEDULED TO SALVAGED, _ BE INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A LEGAL MANNER. b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. DIVISION VII THERMAL & MOISTURE PROTECTION OTHERWISE. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED_ 3_ COVER ALL SURFACES THOROUGHLY_ IF THE NUMBER OF GOATS SPECIFIED DOES A. VAPOR BARRIER: 1 PROVIDE AND INSTALL 6 MIL. POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITJONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. $. ELASTOMERIC CRACK BRIDGING: 1. PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC. 500- 633 -4622 OR APPROVED EQUAL. C. BATT INSULATION: 1. PROVIDE AND INSTALL R -I3 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY OWENS- CORNING FIBERGLASS OR EQUAL WHERE INDICATED IN THE DRAWINGS. D. WATERPROOF MEMBRANE: 1. PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE. E. 2. EXTEND A MINIMUM OF 4" UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED BY LANDLORD. E. FIRESTOPPING: 1. PROVIDE AND INSTALL UL. TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAYING JURISDICTION. 2. PROVIDE FIRESTOPPING MATERIALS AND THICKNESS A5 REQUIRED TO MAINTAIN THE FIRE RATINGS OF THE ASSEMBLIES INTO WHICH THE MATERIALS ARE INSTALLED. 3. STRICTLY MATCH UL TESTED ASSEMBLIES. 4. INSTALL FIRESTOPPING WITHOUT GAPS AND VOIDS OF ANY KIND. B. INSPECT FIRESTOPPING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN DAMAGED, DISTURBED, OR REMOVED BEFORE FIRESTOPPING IS CONCEALED OR ENCLOSED. 6. PROVIDE ANCHORAGE ACCESSORIES AND OTHER COMPONENTS AS NEEDED TO PROVIDE COMPLETE, EFFECTIVE FIRESTOPPING SYSTEMS COMPLYING WITH UL TESTED ASSEMBLIES. F. FIRE CAULKING= 1. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER INSTALLATION SO AS TO RETAIN THE FIRE RATING. G. ACOUSTICAL INSULATION: 1. PROVIDE AND INSTALL ASTM C665, UNFACED, 032 K- VALUE, WIDTHS TO COORDINATE WITH FRAMING FOR FRICTION FILL, THICKNESS SHOWN OR IF NOT SHOWN, FILL CAVITY. NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL GOATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. SEE FINISH SCHEDULE. 4. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST. PREPARE ALL METAL SURFACES IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS. 5. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RE -COAT TIME. SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT -IN COMPONENTS. 6. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 1. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. S. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 9. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, EMERGENCY LIGHTS, SPEAKERS, TRIM LIGHTS, EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS FACTORY FINISHED. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. 10. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND GLEAN WITHOUT OVERLAPPING. D. WALL COVERING AND FILM: WALL COVERING: DIVISION X SPECIALTIES A. LAVATORY FIXTURES: I. REFER TO MECHANICAL DRAWINGS. B. LAVATORY ACCESSORIES: I. REFER TO ARCHITECTURAL DRAWINGS- 2. INSTALL IN -WALL BLOCKING AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL ACCESSORIES OVER FINISHED WALL SURFACE. G. FITTING ROOM ACCESSORIES: I. PROVIDE IN -WALL BLOCKING AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. 2. INSTALL ACCESSORIES OVER FINISHED WALL SURFACE. D. SIGNS /SIGNAGE: I. REFER TO ELECTRICAL PLANS. 2. ALL TEMPORARY SIGNS AND BANNERS ARE PROVIDED BY OTHERS. INSTALL ALL TEMPORARY SIGNS AND BANNERS PER THE PROJECT CONSTRUCTION MANAGER'S DIRECTION. 3. STOREFRONT SIGN PROVIDED BY OTHERS. COORDINATE INSTALLATION WITH TENANT'S VENDOR E. PERIMETER WALL. SYSTEM: I. INSTALL PREFABRICATED/PREFINISHED PERIMETER WALL MERCHANDISING AND DISPLAY SYSTEM PER DRAWINGS. 2. PROVIDE IN -WALL BLOCKING TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL OVER FINISHED WALL SURFACE PER MANUFACTURER'S INSTRUCTIONS. F. AUDIO/VISUAL: 1. REFER TO MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. G. STOCKROOM MOBILE /SHELVING SYSTEM: 1. CONFIRM CODE COMPLIANCE WITH THE PROJECT CONSTRUCTION MANAGER PRIOR TO SHIPMENT AND INSTALLATION. 1. REFER TO THE FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. 2. VERIFY QUANTITY TAKE -OFFS. 3. UNROLL AND CHECK WALL COVERING FOR DEFECTS IMMEDIATELY UPON DELIVERY_ DO NOT HANG DEFECTIVE PRODUCT. 4. INSTALL ALL MATERIALS BY SKILLED WORKMEN N STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. S. SEAL DRYWALL BEFORE APPLICATION OF WALL COVERING WITH LATEX PRIMER 6. WALLCOVERING ADHESIVES TO BE PREMIXED AS RECOMMENDED BY THE WALL COVERING MANUFACTURER FOR THE SPECIFIC SURFACES. 1. LEAVE FINISHED INSTALLATION FREE OF BLISTERS, WRINKLES OR OTHER DEFECTS. ALL SEAMS SHALL BE TIGHTLY CLOSED. MATCH ADJACENT STRIPS AS REQUIRED, CONSISTENT WITH PATTERN SELECTED. 5. IF CLEANING IS REQUIRED, USE ONLY MATERIALS AND METHODS RECOMMENDED BY MANUFACTURER DIVISION XI EQUIPMENT OF WALL COVERING USED. FILM: A. THE WORK UNDER THIS SECTION 15 TO BE INSTALLED ACCORDING TO SHOP DRAWINGS AND SPECIFICATIONS OF TI-!E ASSOCIATED MANUFACTURER B. REFER TO RESPONSIBILITY SCHEDULE ON G10 FOR PARTIAL LIST OF ITEMS. E. FIBERGLASS REINFORCED PANELS 1/5" (WHEN REQUIRED: 1. F TO RESPONSIBILITY SCHEDULE AN FINISH RE ER ED LE SH SGN U D ED LE 2_ PROVIDE AND INSTALL FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON PLANS. 3. INSTALL MANUFACTURER'S INSTRUCTIONS. PER F. RESILIENT FLOORING: DIVISION XII FURNISHINGS I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE 2. ALL EDGE CONDITIONS AT TRANSITIONS TO B E FLOATED UP FOR SMOOTH EVEN TRANSITION. 3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO THE PROJECT CONSTRUCTION MANAGER IMMEDIATELY. 4. FILL ALL CRACKS, JOINTS, ETC., N SUB -FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER, 5. INSTALL ALL MATERIALS WITH ADHESIVES RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACES INVOLVED. G. NELPLAS /KYDEX PANELS A. RECEIVE, ASSEMBLE AND PLACE OFFICE AND NON - SALES EQUIPMENT AND FIXTURES, AS WELL AS SALES FLOOR FURNISHINGS AND FIXTURES. REFER TO SHOP DRAWINGS AND SPECIFICATIONS. B. SALES FLOOR PRELIMINARY SET: I. INSTALL (1) SPANNER BAR AND (1) SHELF ONLY PER EACH 2' -0" OF MERCHANDISING SYSTEM SECTION. INSTALL SPANNER BAR =1- 2' -0" FROM TOP AND SHELF +/- 2' -0 ". FROM BOTTOM. THE REMAINING SPANNER BARS AND SHELVES ARE TO BE STORED IN BOXES AT THE BASE OF FIXTURE FOR FINAL INSTALLATION BY STORE PERSONNEL. h. h. OPERATION MANUALS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT. DIVISION III CONCRETE J. SUPERVISION: 1. PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK REQUIRED TO BE COMPLETED DURING NON - BUSINESS HOURS SHALL BE INCLUDED IN THE BID. 2_ PROVIDE A JOB SITE TELEPHONE AND FAX MACHINE DURING THE CONSTRUCTION PERIOD. NOTIFY THE PROJECT CONSTRUCTION MANAGER IMMEDIATELY OF TELEPHONE AND FAX NUMBERS. 3. COORDINATE AND SCHEDULE ALL NON - BUSINESS HOUR WORK WITH BUILDING MANAGER K. UTILITIES: 1. PROVIDE ALL TEMPORARY UTILIT ES (INCLUDING, BUT NOT LIMITED TO, WATER, SEWERAGE, ELECTRICAL POWER, FUEL AND TELEPHONES) AND THE COSTS ASSOCIATED WITH THESE. PROVIDE TI-4E PROJECT CONSTRUCTION MANAGER WITH ALL UTILITY COMPANY NAMES, NUMBERS, CONTACTS AND A. PATCHING (WHEN REQUIRED) 1. INSTALL MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. DIVISION VIII DOORS & WINDOWS B. CONCRETE SLAB I. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6" X 6" - W1.4 X W1.4 W_WF. AT MID LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL CODE REQUIREMENTS INSTALL CONTROL JOINTS AT MAXIMUM 200 SF. A. DOORS AND HARDWARE: 1. FURNISH AND INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE. 2. HOLLOW METAL FRAMES: KID. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER DOOR SCHEDULE. 3. LABELED DOORS: PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES, WHERE REQUIRED. 4. FABRICATE AND ERECT TRUE, PLUMB, AND SQUARE AS SPECIFIED AND DETAILED AND AS PER MANUFACTURER'S RECOMMENDATIONS. 5. SEE DOOR SCHEDULE FOR SPECIFIC INFORMATION AND HARDWARE. 1_ REFER TO THE FOLLOWINGS NOTES (BUT NOT LIMITED TO) FOR PREPARATION, INSTALLATION 4 MAINTENANCE FOR THE NELPLAS /KYDEX PANELS: DIVISION XIII SPECIAL CONSTRUCTION 2. INSTALL USING APPROVED MASTIC ADHESIVE. 3. BOTH NELPLAS PROTECTIVE WALLCOVERING 4 ADHESIVE MUST ACCLIMATE FOR AT LEAST 24 HOURS PRIOR TO INSTALLATION. 4. WALL SURFACES MUST BE FREE OF DIRT, GREASE, LOOSE PAINT 4 SCALE. A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH THE PROJECT CONSTRUCTION MANAGER ACCOUNT NUMBERS (TENANT WILL TRANSFER ACCOUNTS TO THEIR NAME AT TURNOVER). DIVISION IV MASONRY REMOVE ANY /ALL PREEXISTING WALL COVERINGS. BEFORE APPLYING ADHESIVE, THE WALL SURFACE SHOULD BE WIPED WITH A CLEAN WET- DIVISION XIV CONVEYING SYSTEMS L. TRASH REMOVAL: I. PROVIDE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIXTURING, AND MERCHANDISING OF THE DEMISED PREMISES. A. NO WORK UNDER THIS SECTION UNLESS REQUIRED FOR PROPER CUTTING AND REPAIR OF BUILDING SHELL. IN THIS EVENT ALL WORK SHALL BE PERFORMED TO THE HIGHEST LEVELS OF QUALITY AND CRAFTSMANSHIP AND SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. DAMPENED RAG TO REMOVE ANY DUST OR DEBRIS. 5. POROUS SUBSTRATE WALLS MUST BE PAINTED OR SEALED USING LATEX PRIMER BEFORE APPLYING MASTIC ADHESIVE. MASTIC ADHESIVE SHOULD BE APPLIED TO WALL SURFACE ONLY. 6. ANY ADHESIVE RESIDUE SHOULD BE REMOVED IMMEDIATELY RECEIVED CITY OF TUKWILA A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH THE PROJECT APR 1 2010 CONSTRUCTION MANAGER PERMIT CENTEF FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO '� Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS DESCRIPTION FIRST ISSUE DATE 03/11 /10 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH H SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 SHEET TITLE ARCHITECTURAL SPECIFICATIONS SHEET NO. DIVISION XV MECHANICAL DIVISION XV MECHANICAL (CONT.) DIVISION XV MECHANICAL (CONT.) DIVISION XVI ELECTRICAL DIVISION XVI ELECTRICAL (CONT.) sEc. 15000 - MEC144NICAL GENERAL PROVISIONS A. SLEEvES L THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILMES IN THE INSTALLATION. EACH SLEEVE 514ALL EXTEND THROUGH IT'S RESPECTIVE FLOOR WALL OR PARTMON AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES T14AT PENETRATE THE FLOOR 1111-11C1-1 SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL 'BE FIRE SEALED WITH CALCIUM SILICATE ILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO R!TAN THE FIRE RATING OF THE FLOOR OR WALL. CONFORM TO UL. ASSEMBLY RATING OF FLOOR OR WALL. a SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND FARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOT1-4 EDGES. FOR OT14ER THAN MASONRY PARTITIONS, 714ROUGH SUSF'ENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO 22 UZ.G. GALVANIZED TEL MINIMUM. 4. !DUCT SLEEVES TO BE MNIMUM 14 GAUGE STEEL. B. 44ANGERS: 1. HANGERS SHALL NCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETANING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. 1-1ANGER5 SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, !BUT NOT TO PIPING OR DUCTLUORK HANGING FROM METAL DECK IS NOT PERMITTED. 14ANGER5 MUST ESE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE NTERFERENCES OCCUR IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST NSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OT14ER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TIRADES. 14ANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL EBE SIZED AND INSTALLED FOR T14E OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. 144NGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED FROM ONE ANOTHER C. ELECTRICAL MOTORS: 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. UNLESS TI-IEY ARE FACTORY INSTALLED ON THE UNIT, ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS S14ALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED, IN TI-IE ELECTRIC:AL DIVISION OF TI-4E SPECIFICATIONS. - 2. DESIGN, CONSTRUCTION AND PERFORMANCE CI4ARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST MENA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL /BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10%, 40 DEGREES C AMBIENT TEMPERATURE± HAVE A SERVICE • FACTOR OF NOT LESS THAN 1.15. D. LOW VOLTAGE (24 VOLT) WIRINIG: I. THE CONTRACTOR 15 TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS EQUIPMENT. THIS WORK INCLUDES ALL TRANISFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO TI4E LATEST 'A D 'ADDITION NEC AN TO DIVISION 16 ELECTR CAL SPECIFICATIONS. 3. ANY CONDUIT REQUIRED EBY CODE OR THE LANDLORD WILL BE NSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. FLASHING SHALL fBE SEALED LUATERTIGHT AND PERFORMED IN ACCORDANCE TO T1-E LANDLORD'S CRITERIA. U5E A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. E. RELOCATION OF EQUIPMENT: 1. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRANAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. SEC. 15300 - SPRINKLER SYSTEMS A. SPRINKLER SYSTEM: 1. SUBMITTALS: a. PROVIDE DATA ON SPRINKLERS, VALVES, AND SPECIALTIES, INCLUDING MANUFACTURERS CATALOG INFORMATION. SUBMIT PERFORMANCE ATINS, ROUGH-1N DETALS, WEIGHTS, SUPPORT REQUIREMENTS, AND PIPING CONNECTIONS. b. SHOP DRAWINGS: 1. SUBMIT 51-40F' DRAWINGS OF FINISHED CEILING AREAS INDICATING ONLY SPRINKLER LOCATIONS COORDINATED WITH CEILING INSTALLATION. 2. NDICATE HYDRAULIC CALCULATIONS, DETAILED PIPE LAYOUT, 14ANGERS AND SUPPORTS, SPRINKLERS, COMPONENTS AND ACCESSORIES. NDICATE SYSTEM CONTROLS_ c_ SUfBMIT SHOP DRAWINGS, PRODUCT DATA, HYDRAULIC CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (INCLUDING BUT NOT LIMITED TO THE FIRE MARSHALL AND LANDLORD) FOR AF'PROVAL SEC. 15400 - PLUM15ING A. PLUMBING EQUIPMENT: I. REFER TO M SHEETS FOR EQUIPMENT AND FIXTURE SCHEDULES. 5. GENERAL PIPING FZEQUIRMENTS: I. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL SE PROVIDED BY TI-4 LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND • NOTIFY T1-E TENANT'S CONSTRUCTION MANAGE IF CONDITIONS ARE NOT AS SHOLUN ON T1-4E R PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERAIBILITY OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 2. INSTALL ALL NECESSARY PIPE HANGERS, SALES AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPNG PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING LUHER.E REQUIRED ey CODES. 3. ESCUTC1-EONS SHALL EE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CELINGS IN FINISHED AREAS. 4. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. C. PIPING: 1. SANITARY PIPING - NO PVC ALLOWED (STORM PIPING AS REQUIRED). a. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE LUEIGHT, CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. b. JONTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (14U5 AND SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS STEEL 51-11ELD AND CLAMP WITH APPROVED NEOPIRENE - BASED LUBRICANT, (I-ILIBLESS). GALvANIZED VENT - SCREWED JOINTS uJITH TEFLOUJ TAPE ON MALE TI4RE4D6. c. PITCH WASTE LINES 2" AND SMALLER NOT LESS THAN 1/4" PER FOOT. PITCH LARGER MANS NOT LESS THAN 1/8" PER FOOT. cl. INSTALL A CLEANOUT AT BASE OF EACH SOL STACK, AT EACH CHANGE IN DIRECTION, AT INTERv4L5 NOT OVER 50 FEET, AND ELSEW14ERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT 5E NSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PER1IS5ION BY TENANT'S CONSTRUCTION MANE UT UJI-1ERE NECESSARY, TI-E WALL. COVERS ARE TO fBE STAINLESS STEEL AND THE FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATI01•15. ALL CLEAN-OUT LOCATIONS 5I4ALL BE APPROVED BY TI-E TENANT'S CONSTRUCTION MANAGER. e. INSULATE ALL 1-10RIZONAL RUNS OF PIPING LOCATED N CEILING SPACES WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIFING. f. INSULATE TI-E TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 2. CONDENSATE PIPING: a. CONDENSATE PIPING SHALL 8E TYPE "L" pRAILN COPPER TUBE WITH 95-5 TIN-ANTIMONY SOLDERED JOINTS AND LUROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS.- 3. POTABLE WATER PIPING: a. BELOLU GRADE: TYPE K, ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS b. ABOVE GRADE: TYPE 1L1 DRAWN COPPER TUBE W1714 UJROUGHT COPPER FITTINGS AND 95-5 TIN-ANTIMONY SOLDER c. INSTALL AIR CHAMBER 54-1OCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. cl. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY'. e. PROVIDE WATER METER AND REMOTE READER PER LANDLORDS CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER METER R IS EQUIRED. F. SECURE PIPE AT ANGLE STOPS. PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO KEEP g. FROM HITTIN FRAME W1-EN N OPERATION PIPES G . 4. GAS FIPING: a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. b. LOW PRESSURE (14" WC. AND BELOW) GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE TI-IREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER MEDIUM PRESSURE (ABOVE 14" WC.) SHALL HAVE LUELDED JOINTS. c. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACI4 PIECE OF EQUIPMENT. PROVIDE GAS METER AND/OR REGULATOR AS REQUIRED. REGULATOR TO !BE VENTED TO THE EXTERIOR. ci. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD N DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED E,Y LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, W4-11CHEVER IS MORE STRINGENT. e. GAS PIPING D RF BD R. EXPOSE ON OO MUST E PAINTE WITH UST-NHIBITING PAINT f. NSTALLATION, 'TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF TI-E LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. g. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S MANAGER PRIOR TO BID. . NSULATION: a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WIT14 1" T14ICK (K.0.23 6 15 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH S AN ALL ERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF �. APPROVED MANUFACTURER: MANVILLE MICRO-LOK. . R: 6 TEST 4 STELIZATION a. LEAKAGE TESTS SHALL BE FER LOCAL CODES, MINIMUM AS FOLLOWS: 1. TEST POTABLE WATER PIPING AND CONDENSATE PIPING AT 125 PSIG FOR SIX HOURS. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. ALL JOINTS SHALL IBS GAS AND tuATER TIGI-IT. 3. TEST GAS PIPING PER NFPA 54 CODES. 4. STERILIZE POTABLE I40T AND COW WATER LINES UPON coMpLETIoN OF SYSTEM. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. sEa 151oo - HEATING, VENTILATION 4 AIR CONDITIONING A. HVAC EQUIPMENT: 1. PRIMARY 1-EA1ING, VENTILATION AND AIR COIsIDITIONING UNITS: a. PRIMARY HEATING, VENTILATION, AND AIR CONDITIONING UNITS ARE TO BE BY YORK AS 5C1-EDULED. ALL COMPRESSORS ARE TO INCLUDE A 5-YEAR EXTENDED WARRANTY. b. EQUALS EQUIPMENT ONLY IF NOT AVAIL413LE THROUGH REASONABLE EFFORT. G. ALL EQUIPMENT IALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF 11-IE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. cl. EQUIPMENT SHALL SE NSTALLED IN STRICT ACCORDANCE WITH THE MANLIFACTURER'S NSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPP'ED IN ACCORDANCE WITH MANUFACTURERS DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. e. SECONDARY DRAIN FANS ARE REQUIRED TO BE NSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF VAV BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, A$ REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK OR AS SPECIFIED ON PLANS. 2. VARIABLE AIR VOLUME BOXES (VAV): a. WI-IERE SHOWN ON DRAWINGS, PROVIDE VAV BOXES COMPLETE WITH CONTROLS, I4EA1ING COILS (FANS AS REQUIRED). ALL DUCT CONNECTIONS FLEXIBLE DUCT/PIPE CONNECTIONS SHALL BE PROVIDED ff3Y THE CONTRACTOR 3. TOILET EXHAUST FANS: a. WHERE SHOWN ON DRAWINGS, FR.OVIDE A TOILET EXHAUST FAN UNIT COMPLETE WITH GRAVITY 'BACK DRAFT DAMPERS. ALL DUC11JUORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY 11-1E CONTRACTOR REFER TO PLANS FOR APPLICABLITY. 4. E3ASEBOARD, CABINET, AND UNIT HEATERS: a. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL CONTROLS, AND INTEGRAL THERMOSTAT. 5. INLINE PUMPS: a. WHERE SHOWN ON DRAWINGS PROVIDE AN INLINE CLOSE COUPLED PUMP(5), BRONZE FITTED, PUMPS SHALL IBE FURNISHED WIT14 BRONZE CASE WEARING RINGS, BRONZE SI4AFT SLEEVE AND MECHANICAL SHAFT SEAL RATED FOR PUMPS TO I5E SO CONSTRUCTED THAT THEY MAY EE MOUNTED IN ,4 HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO 15E 1150 RPM UNLESS NOTED OTHERWISE. 6. VIBRATION ISOLATION DEVICES: a. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FAN UNITS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. b. VIBRATING EQUIPMENT HUNG FROM STRUCTURE S14ALL BE ISOLATED WITH RUBBER ,AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. c. EXAMINE DEAD LOAD ANID OPERATING L0,4D CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR d. C1-ECK HANGER ROD SIZE FOR ALLOWABLE L0,405 AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. e. CONSULT MANUFACTURER FOR AF'PLICATION DATA. 1 . CURBS AND STEEL FRAMING FOR SUPPORT: a. TI-115 CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND TEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED ON THE DRAUJINGS. cUR55 SHALL 'BE A MNIMUM OF 14" HIGH, OF THE SAME MANUFACTURER OF THE EQUIPMENT SUFF'ORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENISATION. ALL CURBS MUST Ei3E NSTALLED 50 T14AT TOP OF CURI35 ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE TO TI-E LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. 5. METAL DUCTWORK: a. NO FIBERGLASS DUCT ALLOWED- b. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST I5E APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE 'RECTANGULAR UNLESS NOTES OTHERWISE. ALL DUCT BRANCI-ES TO DIFFUSERS ARE TO BE ROUND RIGID DUCT. (FLEXIBLE DUCT CONNECTIONS TO THE DIFFUSER ARE NOT TO EXCEED 51-0"). c. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR DUCTS UJITH GALVANIZED SHEET STEEL, N ACCORDANCE WITI-1 SMACNA "}-4vAC DUCT CONSTRUCTION STANDARDS" OF TI-IE LATEST EDITION. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 6. EXCEPT WHERE C11-ELISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: (VERIFY WHETHER RETURN OR EXHAUST DUCT 15 POSITIVE OR NEGATIVE PRESSURE). I. SUPPLY DUCTS: 2 INCHES UJATER GAUGE, POSITIVE PRESSURE. 2. RETURN AND EXHAUST DUCTS: 2 INCHES WATER GAUGE, NEGATIVE PRESSURE. PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM TI-IAT DOES NOT EXCEED 5% LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. e. AS A MINIMUM, CROSSBREAK ALL FLAT SURF4CE5 OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WE X 3/16" DEEP ON 12" CENITERS TO PREVENT VIBRATIONS. f. INSTALL DOUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. g. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACI4 FLOOR NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED 'BY STATE AND LOCAL CODES OR IBY LANDLORD. 1-t. LUHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 11 11 XI/8" STEEL ANGLE FRAMES AT EACH SIDE OP OPENIING. THE ANNULAR SPACE BETLIEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED UJITI-I SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. I. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT 51-IALL BE SEALED Al R TIGHT WITH DAP CMC DUCT SEALER JOINTS ALSO 614ALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. J. SOFT ELASTOMER BUTYL GASKET WIT14 ADHESIVE BACKING 514ALL 1BE USED TO SEAL FLANGED JOINTS. k DUCT TRANSITIONS 514ALL NOT EXCEED 30 DEGREES SLOPE EXCEPT 45 SPECIFICALLY NOTED OTHERWISE. 1. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR NSPECTION, IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. m. FLEXIBLE CONNECTIONS : 1 FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP' UNITS, AIR HANDLERS, FAN POWERED VAV BOXE& ETC.) AND DUCTS OR CASINGS. ALSO, PROVIDE FLEXIBLE CONNECTiONIS WHERE DUCTS CROSS BUILDING EXPANSION JOINT. 2. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTION 15 TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. n. FIRE DAMPERS: 1. PROVIDE MAY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES_ DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. 2. FIRE DAMPERS S14ALL WAVE THE BLADES OUT OF THE AIRSTREAM AND A 1650T RISIBLE LINK, TYPE A, AS MINIMI.N. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GA GALVANIZED DOOR W/ QUICK-OPENING LATCH AND plANO HINGE. 0. FLEXIBLE AIR DUCT: 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTI-1, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND SE INCLUDED AS SUCH IN THE BID. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM TENANT'S CONSTRUCTION MANAGER. 3. FLEXIBLE DUCT $144LL NOT EXTEND OVER 51-0" IN LENGTH AT ANY ONE LOCATION. P. SUPPLY AIR TAK.E-OFF FITINGS: 1, PROVIDE CONICAL OR "IBELL-MOUTH" TAKE-OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE 45* RECTANGULAR TAKE-OFFS FROM MAIN DUCTLUORK TO RECTANGULAR BRANCHES. (1.. DAMPERS: I PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, YOUNG'S REGULATORS SHALL BE USED. 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AR, RELIEF AIR OR RETURN AIR DUCTS ARE TO IBE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. r. DIFFUSERS, GRILLES AND REGISTERS: I PROVIDE DFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO EE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSO FN RIES. ISH AS INDICATED. 2. NSTALL ALL AIR DEVICES AS LOCATED ON T4-1E ARCHITECTURAL REFLECTED CEILING PLAN. 3. APPROVED MANUFACTURERS: TITUS 15 SPECIFIED, EQUALS BY METALAIRE OR KRUEGER 15 ACCEPTABLE. e,. MEDIUM PRESSURE DUCT I WI-ERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSU RE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A RESSURE ATING O 3 P RF INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ,ALL. GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND UJITH THE LANDLORD'S CRITERIA. SEC- 1.442..17.' eirT44ffikiCKErgigzikeRgAtt4PINTelkikAkt#41dIggNATOON SECTION APPLY TO TI415 SECTION t. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN NSTRUCTIONS, AND N ACCORDANCE WIT1-1 RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NIFFA 90A. 2. DUCT SIZES SHOWN ON PRAWNS ARE NSIDE CLE4 R DIMENISIONS. INSULATE SUPPLY AND RETURN AIR RECTANGULAR DUCTWORK WHERE SI-OWN ON PLAN. DUCTWOW $I-IALL E5E INTERNALLY INSULATED wiTi-■ I" THICK 1-1/2 L8. DENSITY LINER (C.:028 to 15.F). LINER 15 TO • HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADI4ESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LNER SEPARATION FROM T1-E DUCT. ALL TRANSVERSE EDGES TO EE COA TED WITH ADHESIVE. 3. ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE T4-4E CEILING SHALL IBE EXTERNALLY INSULATED WITH A MNIMUM OF 1"THICK, 1-1/2 LB. DENSITY (R=5.6) DUCT WRAP WITI-1 VAPOR BARRIER VAPOR BARRIER IS TO ISE MAINT,4INED THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST 5E TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATNG OF NO 4-1IGHER THAT 50 WHEN TESTED IN ACCORD,ANCE WITH ASTM C 411, O AS REQUIRED BY LOCAL CODES. R SYSTEM CLEANOUT u. L DUCTWORK AND AIR HANDLING EQUIPMENT 15 TO Se CLEANED OUT AND BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR 2, FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. S. HYDRONIC PIPING: a. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM F APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS REQUIRED. b. HYDRONIC PIPING FOR CHILLED WATER AND/OR 14EATING WATER AND/OR CONDENSER WATER SHALL SE ATM ,4-120, SCHEDULE 40, ERW, BLACK STEEL PIPE UJITH PLAIN ENDS. NSTALL STEEL PIPE WITH UJELDED JOINTS LUI-ERE PIPE IS 2-1/2 INCH AND LARGER INSTALL STEEL PIPE WITI-I THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K" ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE PROVIDE DIELECTRIC UNIONS E3ET1LEEN DISSIMILAR METALS. ,ALL PIPING SHALL EBE IN STRICT CONFORMANCE UJITI4 ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS 1.1.114ERE SERVICE OR REMOVAL MAY BE REQUIRED. c. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MNIMUM PRESSURE OF 125 PSI. 01. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO T1-4E HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. F.Emove, CLEAN, AND REPLACE STRAINER SCREENS. FILL TENANTS SYSTEM WITH DOMESTIC WATER AND VENT ,ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO TI-4E LANDLORDS SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM UJITI-4 WATER FROM THE LANDLORD'S SYSTEm UNLESS SPECIFICALLY NSTRUCTED TO DO SO FROM THE LANDLORD'S FIELD REPRESENTATIVE. e. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SI4ALL OBTAN WRITTEN CONFIRMATION FROM THE LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS 1BEEN COMFI-ETED IN ACCORDANCE TO THE LANDLORD'S REGIUIREMENTS AND 11-IAT THE TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORDS SYSTEM. f. VALVES: I GATE VALVES, 2-INCH AND SMALLER: CLASS 150, BODY AND UNION SONNET OF ASTM B 62 CAST BRONZE WITH TI4READED OR SOLDER ENDS, INTEGRAL SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE-PACKABLE UNDER F'RESSURE. BALL VALVES ARE ACCEPTED A$ AN EQUAL SUBSTITUTION. 2. GATE VALVES, 2-112 INCI4 AND LARGER: CLASS 125 CAST IRON BODY, RENEWABLE !BRONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE-PACKABLE UNDER PRESSURE. 3. SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM 5 62 WITH HORIZONTAL SWING, Y-PATTERN, RENEWABLE BRONZE DISC, AND HAVING T44READED OR SOLDERED ENDS. 4. SWING CI-ECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMANS IN THE LINE. 5. COMBINATION BALANCING AND SI-IUT-OFF VALVES: BELL 4 GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 4 M MANUAL. 6. FLOW METER: BELL AND GOSSETT THERMOFLO INDICATOR MODEL TPI. g. PIPING SPECIALTIES: 1. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O. FITTING AND GAF'S SHALL BE 'BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, O'F TO 200°F. 2. STRAINERS - "Y" PATTERN STRAINERS, 125 PSIG, CAST IN BODY WITH F'ERFORATED STAINLESS &EEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 NCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH SLOWDOLIN VALVE WITI-4 1-105E END FITTING. 3. TI4ERMOMETERS - 1LIGHTSTAT1 MODEL TME-AVLI, AUTOMATIC SETBACK, TWO STAGE 14EAT, TWO STAGE COOLING THERMOSTAT. THERMOSTAT SHALL SE FULLY COMPATIBLE LUITH 14VAC UNIT USED FOR PROJECT. 4. MANUAL AIR VENTS - 1/5" CON-OPERATED VENT. PROVIDE AN AIR CHAMBER CONSISTING OF A 3/4" NIPPLE AND BUSHINGS. fi. GENERAL INSTALLATION: 1 INSTALL uJATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH THE TOF' OF PIPES ,AT SAME ELEVATION. MAKE CHANGES IN DIRECTION WITH FITTINGS. 2. BRANCHES TO UNITS BELOW MAINS TO 'BE TAKEN F ROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MANS AT A 45 DEGREE ANGLE PITCHED UPLUARD TOWARDS UNITS. PITCH NOT LESS TI-IAN I" TO 10 FEET. 3. HANGERS 51-14LL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF TI-IE INSULATED PIPE. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE 'BETWEEN THE 14ANGER AND PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL SE DIELECTRICALLY SEPARATED FROM ONE ANOT1-ER 5. SEE PLANS FOR APPLICABLE DETAILS. 6. ALL PRESSURE PIPING SYSTEMS INSTALLED SHALL CONFORM TO THE REQUIREMENTS OP THE STATE PIPING AND WELDING CODES. 1. INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE SYSTEM TO PROPERLY REMOVE ENTRAPPED AIR I. INSULATION: L ALL 4YDRON1C P1PNG FOR CHILLED WATER AND/OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K.0 to .23 15*F FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE LU1TH 1-1/2 INCH THICK (K=023 to 15°F) FIBERGLASS NSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. 2. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES ,AND LARGER SHALL BE 14ARD AND NON-COMPRESSIBLE. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE TI-IAN 25 AND A SMOKE DEVELOPED RATINa OF NO 1-41GI4ER THAT 50 TO CONFORM WITH 11-1E REQUIREMENTS OF THE NFF'A. 10. REFRIGERANT PIPING: a. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN INDOOR FAN UNITS AND OUTDOOR CONDENSING UNITS, IF APPLICABLE. PROVIDE OIL, REFRIGERANT CHARGE AND TEST SYSTEM. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. b. MATERIALS: L REFRIGERANT PIPING &HALL !BE TYPE "L" DRALUN COPPER TUBING (ASTM B88), WROUGHT COPPER OR CAST BRONIZE FITTINIG5 (ANSI 81622), WITH SILFOS-5 SOLDERED JOINTS. 2. SERVICE VALVES, CHARGING PORTS, FLTER-DRIER, SIGHT GLASS, AND A 114ERMOSTATIC EXPANSION VALVE (TXV) SHALL BE INSTALLED FOR EACH SYSTEM AS A 'BODY G. INSTALLATION: 1. SIZE LINES WI11-1 ADEQUATE LIFT TRAPS AND DOUBLE SUCTION RISERS AS NECESSARY TO MEET THE NEEDS OF EQUIPMENT SPECIFIED, FIELD CONDITIONS, AND EQUIPMENT MANUFACTURERS RECOMMENDATIONS. 2. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT 250 PSIG. REDO LEAKNG JOINTS AND RETEST UNTIL SYSTEM 15 TIGHT. EVACUATE GAS AND CI-IARGE SYSTEM. RE-TEST SYSTEM AND CHECK FOR LEAKS WITH I4ALIDE LEAK DETECTOR. ALL LEAKING JOINTS MUST BE COMPLETELY RE-DONE UNTIL NO LEAKS EXIST. 3. UPON COMPLETION OF TESTING, BUT BEFORE INSULATION 15 APPLIED, PIPING MUST N SE SPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. 4. REFRIGERANT LINES SHALL BE NSULATED WIT- 1 INCH TI4ICK RUBATEX OR ARMSTRONG REFRIGERANT PIPE INSULATION N ACCoRDANCE WITH K- 1 r STANDARDS. SEC. 15'920 - TESTING, ADJUSTING 4 BALANCING A. SYSTEM TESTING, ADJUSTING, AND BALANCING: 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL 13E MADE BY AN INDEF'ENDENT CONTRACTOR 1.111-10 15 CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL. ENVIRONMENTAL BALANCING !BUREAU (NE) BALANCING CONTRACTOR NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCNG WORK MUST f3E COMPLETE AND DONE IN ACCORDANCE UJITI-I TI-E MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE Err THE HVAC CONTRACTOR 2. THE 1-1VAC_ CONTRACTOR SHALL INSTALL NEW FLTERS IN ALL UNITS PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. a BALANCE AIR AND WATER QUANTITIES TO WITHIN + 5% OF TI-IAT INDICATED ON T1-4E DRALUINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS, OR T1-E ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE I4VAC CONT1R4CTOR WITH NO ADDMONAL COST TO THE TENANT. 4. 11-1E BALANCE REPOT SI4ALL INCLUDE AS A MINIMUM 'THE FOLLOWING INFORMATION: a. AABC OR NESS CERTFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR b. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. c. MAKE AND MODEL NUMBERS OF ALL 14V4C EQUIPMENT TESTED. cl, AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY ITOT TUBE DUCT TRAVERSE AT THE UNIT. e. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINC..15 FOR EACH LEG. f. MOTOR AND FAN RFMS, SHEAVE SIZES AND BELT SIZES e. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. h. WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS (WHERE APPLICABLE). 1. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J. FINAL. BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDINIG RETURNS WHERE DUCTED). k INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED N THE REPORT. 6. THREE COPIES OF T1-E BALANCE REPORT 514ALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. SEC. 15920 - TESTING, ADJUSTING 4 BALANCING (CONT.) A. SYSTEM TESTING, ADJUSTING, AND BALANCING (CONT.): 1. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICA BLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED N THESE DRAWINGS. T1-E BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE NCLUDED IN THE OPERATION 4 MAINTENANCE MANUALS. IN AG SPECTION: 5. FAL W N L ASIDE FROM NORMAL INTERIM INSPECTIONS OF WOK N PLACE, TI-1E TENANT SHALL HAVE Ti-ie IGI-IT TO AN NDEPENDENT I-1V4C CONITRACTOR INSPECT THE FINISHED I4VAC INSTALLATION UpoN COMPLETION FOR COMPLIANCE UJIT4-1 THE PLANS, SF'ECIFICATIONS, AND CODES. TI-E INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE NDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS AT NO COST TO TENANT. SEC 1�5� - BASIC ELECTRICAL MATERIALS 4 METHODS A. WIRE DEVICES: 1. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARCHITECT (SEE PLAN NOTES FOR ADDITIONAL INFORMATION). a. RECEPTACLES SHALL E5E 20 AMP, 3-WIRE GROUNDING TYPE EQUAL TO HUBBELL 5362. b. SWITCHES SI-IALL BE 20 AMP SPECIFICATION GRADE, RATED AT 120 OR 211 VOLT AS REQUIRED. c. SPECIAL DEVICES SHALL SE A SPECIFICATION GRADE. d. ALL DEVICE COVERPLATES SHALL IBE STAINLESS STEEL. • FLOOR !BOXES TO 15E 14UBBEL "15-2521/29 WITH 5-3925 BRASS COVER (OR EQUAL !BY "STEEL CITY") AND 1-IUBIBELL 5362 RECEPTACLE (UNLESS OTHERUJISE NOTED). f. EQUAL BY ARROW-HART, GENERAL ELECTRIC, BRYANT, PASS 4 SEYMOUR, OR SIERRA. • F'ANEL BOARDS AND SAFETY SWITCHES: 1. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE W1114 SOLID COPPER SUSSING FULL SIZED NEUTRAL, 25% GROUND BUSSING, OVERALL 14INGED/LOCK4BLE DOOR, AND TYPWRITTEN DIRECTORY NE DOOR ALL SERVICE ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL WHICH SHALL STATE THAT TI-E EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH NEC. .230-10. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND SUJITCHBOARDS. TWO AND TI4REE POLE !BREAKERS SHALL BE COMMON TRIP TYPE. WI-EN USED AS SWITCHES IN, 120V. AND 211V. LIGHTING CIRCUITS, FURNISH TYPE "SWOH BREAKERS IN ACCORDANCE WITH NE.C..240-8313. SQUARE D OR EQUAL BY GOULD ITE, CUTLER44AMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC OR GENERAL. ELECTRIC (OR APPROVED EQUAL) 2. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OIR NIONFUSED, AS cALLEp FOR ON DRAWINGS AND AS 1REQUIRED Err CODE. (FUSES AS MANUFACTURED BY BUSSMAN, CHASE SHALUMUT, WESTINGHOUSE, ECONOMY FUSE CO., OR LITTLE FUSE CO. ARE ACCEPTABLE.) DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING EQUIPMENT, HEAT F'UMPS, ETC. SHALL BE FUSED N ACCORDANCE WITH TI-E EQUIPMENT'S NAME PLATE REQUIRMENTS PER NE.C. 440-21 4 110-315. SWITCHES SHALL 1BE HEAVY DUTY, QUICK MAKE/QUICK BREAK TYPE, FUSIBLE OR NON-FUSI1BLE, WEATHERPROOF AS INDICATED ON T14E DRAWINGS, OR AS REQUIRED BY LOCAL CODES. LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GOULD ITE, CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR APPROVED EQUAL). 3. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY EE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUZILIARY CONTROL. SINGLE PHASE STARTERS SHALL 13E SQUARE D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PI4ASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE *I) SHALL BE USED FOR ALL SINGLE PHASE AND TI-IREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRED AUZILIARY CONTROL. PROVIDE CONTIROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTEfR5 A$ REQUIRED FOR INTERLOCKS, COOIRDNATE WITH MECHANICAL AND/OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION STARTERS,WHEN USED SHALL CONTAIN FUSIBLE SWITCI-IES. C. BOXES: I OUTLET BOXES AND COVES SHALL. BE GALVANIZED, ONE-PIECE PRESSED STEEL KNOCKOUT. 2. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. 3. INSTALL BOXES RIGIDLY ON BUILDNG STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE/PROPER SOX ENTENSIONS TO EXTEND BOXES TO FINISHED FACES OF WALLS ETC. ALL OUTLET BOXES TO PAVE SUITABLE LOCKING BEI4IND M HE THE TO MINIMIZE T DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGIN TI-I G INTO ESE DEVICES. 4, WHERE A 211 VOLT LIGHT SUJICH IS GANGED' WIT I-1 A 120 VOLT RECEPTACLE F'ROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. D. STEP-DOLIN TRANSFORMER: - 1. PROVIDE A DRY-TYPE TRANSFORMER OF TI-4E ENCLOSED VENTILATED TYPE WITH KVA AND VOLTAGE R.ATINGS AS CALLED FOR ON TI-E DRAWINGS AND WITH COILS DESIGNED FOR so DEGREES C. RISE ABOVE A 40 DEGREE C. AMBIENT WITH 100 % OF RATED LOAD CONNECTED TO THE SECONDARY, CLASS 1-1 INSULATION AND MINIMUM OF SIX STANDARD FULL CAPACITY TAPS (TWO ABOVE AND FOUR BELOW NORMAL) SOUND LEVEL/DECIEEL5 SI-IALL BE IN ACCORDANCE WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE KORFOUND OR EQUAL VIBRATION-DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR FRIMARY AND SECONDARY CONNECTION'S TO MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SEPARATE VIBRATION ISOLATORS, T1-ESE ARE ATONAL VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION! WITH Arrr INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS.) AS MANUFACTURED BY SQUARE D, HEAVY DUTY, ACME, GENERAL ELECT RIC OR WESTINGI4OUSE. E. LIGHTING CONTACTORS: LU1-ERE NDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF LIGHTING SHALL BE SQUARE D CLASS 8903, TYPE 11...1 IN A NEMA 1 ENICLOSURE, ELECTRICALLY OPERATED, AND ELECTRICALLY HELD. EQUALS BY SIEMENS-ITE, GENERAL ELECTRIC, OR U.ESTNGHOUSE, NO EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE TORK MODEL NO. W200 (FOR 2 POLES) OR Na. W300 (FOR 3 POLES), 1 DAY TYPE, WITH RESERVE POWER, OR EQUIVALENT BY SANGAMO OR PARAGON. F. INSTALLATION: 1. ALL ELECTRIC WORK SHALL BE INSTALLED 50 AS TO BE READLY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. HANGERS SHALL- INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND 514ALL BE FASTENED TO BUILDING STEEL., CONCRETE OR MASONRY, BLIT NOT PIPING OR DUCTWORK. ALL. CONDUIT 5I4ALL IBE CONCEALED UJI-EREVER POSSIBLE. EXPOSED CONDUITS SHALL 5E IN STRAIGHT LINES F'ARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER DE AD R CO PPROVE ACEWAYS. 2. ALL LINE AND LOW VOLTAGE POLUER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE LUIRING) NCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., 5I4ALL 13E PROVIDED sy THE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE TI-IRU THE STARTER/D1SCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBLITY OF THE ELECTRICAL CONTRACTOR. ALL 14VAC RELATED LOLU VOLTAGE CONTROL WIRING, CONDUIT AND INAL CONINECTIONS 15 THE RESPONSIBILITY OF THE MECHANICAL /TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NO ON THE PLANS). 3. DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, AND CUTTING SHALL HAVE PRIOR APPROVAL. OF TI-E LANDLORD. SLEEVES SHALL EXTEND AT LEAST TUJO (2") INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC, THRU FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SLICONE 'TV" FOAM, "3M" FIRE RATD SEALANTS OR EQUAL BY I-IILTI AFTER CONDUIT/CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. 4. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENG1RAVED BAKELITE NAMEPLATES AS TO NAME AND/OR FUNCTION± DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELI- I" x 2" IN SIZE AND IBE FASTENED WITH POP RIVETS OR SCREWS. 5. THE LOCATION OF OUTLETS AND EQUIMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT PROJECT MANAGER SHALL HAVE THE RIGI-1T TO RELOCATE ANY OUTLETS OR FIxTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIoNAL. COST. 6.. PROTECT ALL FIXTURES/EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC, AND PAY COST OF REPAIR OR REPLACMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROvIDE SUITABLE SAFEGUARDS OR PROTECTION. 1. MAKE ALL. FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS SEEN INSPECTED AND APPROVED, THOROUGI4LY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS LIJORG JUST PRIOR TO COMPLETION OF PROJECT. 8. PERFORM ANY/ALL NECESSARY ELECTRICAL DEMOLTION WORK 11-IAT 15 REQUIRED TO FACILITATE THE NEW INSTALLATION FIELD COORDNATE PRIOR TO /BIDS. REMOVE AND/OR moprr EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING N USE AFTER PART OF THE EQUIPMENT OR DEVICES HAvE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER FEEDERS TO P'ANELS AND WIRING TO OTHER EQUIPMENT TO E5E ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DIS R RUPTION OF ELECTRICAL O TELEPHONE SERVICES LUIT1-4 LANDLORD AND TENANT PROJECT MANAGER TO AVOID CONFLICTS. SEC. 16100 - WIRING METHODS ,A,. CONDUITS: 1. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC OR EMT (T1 4N LUALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED Sr ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE. 2. FLEXIBLE CONDUIT OR TYPE MC CABLE 514ALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING EQUIPMENT ONLYt AND WI-ERE SO USED TO BE GROUNDED LUITH A SEPARATE FULL SIZED GREEN GROUNDING CONIDUCTOR. FINAL TYPE MC/FLEX CONNECTIONS 51-1,41-1- BE Llt•IITED TC) 81-0" IN LENGTH (ARRANGE CIRCUITS SO AS TO AVOID T1-E USE OF JUNCTION 'BOXES ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED A5OvE LAY-IN CEILINGS ARE ACCEPTABLE). a MNIMUM SIZES OF CONDUITS SHALL E 3/4" FO STANDA CONDUIT, AN 1/2" FOR . BR RD D FLEX CONDUIT (1/2" STANDARD CONDUIT AND 3/8" MC CABLE MAY SE USED AS SPECIFIED ABOVE, IF ACCEPTABLE WITH LANDLO AN LOCAL CODES, ELECTRICAL CONTRACTOR RD D SHALL HELD COORDINATE WITH LANDLORD 4 INSPECTION AGENCIES PRIOR TO NSTALLATION). ELECTRIC METALLIC TUBING (EMT) SI-IALL 13E GALVANIZED OR ELECTRO-GALVANIZED. FITTINGS SHALL BE SET SCREW OR COMPRESSION' TYPE, FITTING SI4ALL BE AS MANUFACTURED BY REGEL, STEEL CITY, RAC°, T 4 B, EFCOR OR EQUAL. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED N INTERIOR PARTITIONS. b. PAINTING OF ELECTRICAL CONDUITS, ETC, IF REQUIRED, WILL BE BY THE GENERAL CONTRACTOR 3. THE USE OF ROMEX OR BX IS NOT PERMITTED. 4. MANIIMUM cowoun- i-IANGER SPACING SHALL BE 81-0" FOR 3/4" THRU 1-1/4" AND 10' -0" FOR 1" THRL1 4° CONDUITS. DO NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. 5. LEAVE A 310 ALUG PULL WIRE OR NYLON PULL STRING IN ALL EMPTY CONDUITS. 6. SECURE ALL RACEWAYS TO THE BULDING STRUCTURE IN A RIGID AND SECURE MANNER USN FASTENERS SUCH AS "CADDY CLIPS" OR EQUAL. 1. FLASH AND COUNTER FLASH ALL. RACEWAYS LUHICH PENETRATE THE ROOF OR USE PITC14 POCKETS. INSURE TI4AT PENETRATIONS ARE COMPETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO TI-E WEATHER SHALL BE UJEATI-ERPROOF. PRIOR APPROVAL BY Y LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO STRUCTURE OR 70 MAKE HOLES IN EXISTING ROOF. NOTIFY LANDLORD'S ROOFING CONTRACTOR AT LEAST 12 1 4OURS PRIO R TO ANY R EQUIRED R WORK OOF EB. UJIR.E: 1. WIRE SHALL IBE SINGLE CONDUCTOR COPPER UJITH 600 VOLT SIZE SHALL 15E *12 AU, ALL WIRE AND CABLE SHALL BE NEW AND THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE STRANDED UJIRE ALLOLLED FOR .10 AND 92 AUG SIZES. (NCREASE FOR EVERY 50' INCREMENT OF DISTANCE FROM II-1E PANEL BOARD a. GENERAL WIRING SHALL BE TI-ILLN OR T14HN. ALUMINUM CONDUCTORS PERMITTED. 2. WIRE CONNECTORS SHALL BE EQUAL TO SCOTHLOCK FOR 4.8 T 4 5 "LOCK-TITE" FOR "6 AND LARGER. 3. T1-E USE OF SHARED NEUTRALS 15 ACCEPTABLE FOR LIG14TING IF INSTALLED IN ACCORDANCE WITH NE.C. *310, AND LOCAL CODES. sEc.16300 - TRANSMISSION 4 DISTRIBUTION A. WIRED GROUND SYSTEM: I. FURNISH AND NSTALL A COMPLETE WIRED GROUNDING SYSTEM EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS AND DESCRIEED 2. ALL GROUNDNG CONDUCTORS SHALL BE GREEN, WHERE EXPOSED SWITCHBOARD, OUTLET, BOXES, ETC. 3. ALL ENCLOSURES AND NON-CURRENT CARRYING METALS TO SYSTEM TO BE ELECTRICALLY CONTINUOUS ALL LOCK NUTS MUST OR PAINTED SURFACES ON ENCLOSURES. LUI-ERE ENCLOSURES METALS AE ISOLATED FIROM Tl4E CONDUIT SYSTEM, USE BONDING CLAMPS. 4. RUN A SEPARATE GROUNDING CONDUCTOR N EACH CONDUIT, DRAWNGS. FOR PANEL FEEDERS BOND TI-4E GROUNDING CONDUCTOR WHERE ENTERING AND LEAVING THE CONDUIT. ALL GROUND CLAMPS OR EQUAL, SIMILAR TO "GL" TYPE. CONDUIT GROUND BUSHINGS OR EQUAL, SIMILAR TO .3800 SERIES WITH NYLON INSULATED 5. ALL DEVICES swALL sE BONDED TO THE CONDUIT SYSTEM. BETWEEN THE OUTLET BOX AND T1-E DEVICE GROUNDING TERMNAL. CONTACT 'BETWEEN THE DEVICE YOKE AND THE OUTLET 150X IS BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE OUTLET BOXES AND PULL BOXES SHALL BE BONDED TO THE FLEXIBLE CONDUIT SHALL BE JUMPERED WIT14 A GfROUND CONDUCTOR. B. SERVICES: I. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AND FACILITATE APPLICABLE TEMPORARY WIRING, FUSES, ETC, 51-1ALL COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT PROTECTION N.E.C. AND LOCAL CODES. 2. PROVIDE ELECTRICAL SERVICE AS 51-10UN ON THE DRAWINGS, REQUIRMENTS PRIOR TO BIDS. ALL WORK NOT SPECIFICALLY LANDLORD OR POWER COMPANY SHALL BE PROVIDED !SY THE CLOSELY COORDINATE ENTIRE INSTALLATIONI WITH LANDLORD REQUIRED. (PROVIDE EQUIPMENT H ENT TAT 15 COMPATABL H E WIT LEVEL& PROVIDE "CABLE LIMITERS" IF NECESSARY FOR SYSTEM VERIFY EXACT TYPE, SIZE, LOCATION, fREQUIREMENTS, ETC. OF TELEPHONE FACILITIES F'RIOR TO 'BIDDING PROJECT. 3. MAK OVISIONS FOR NEW TELEPHONE SERVICE AS E PR REQUIRED, THE DRAWINGS. D. CONDUIT SYSTEM roiR TELEPHONE DISTRIBUTION WITI4IN TENENT'S PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. 4 SQUARE MINIMUM WITI-1 SINGLE " D EVICE COVER AN D TELEPHONE COORDNATE WITH TENANT'S PROJECT MANAGER TO AVOID CONFLICTS. $ EC. 16500 - LIGHTING A. LIGHTNG: 1. LIGI4TING FIXTURES AND LAMPS SHALL BE FURNISHED AS SCHEDULED. CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. FLUORESCENT HAVE 1-1PF BALLASTS WITH EFFICIENCY FACTORS N ACCORDANCE ENERGY CODES_ 2. LIG1-4T FIXTURES SHALL BE SUPPORTED FROM 11-1E BuiLDINe AND UNI-STRUT, AND NOT SUPPORTED ay CEILING SYSTEM. LANDLO COMMENTS RD L .ANY ADDITIONAL STRUCTURAL REQUIREMENTS NECCECIATED BE PROVIDED 1BY TENANT AT TENANT EXPENSE. TENANT SHALL ENGINEER'S REPORT. 2. TENANT IS RESPONSIBLE TO VERIFY ADEQUATE POWER 15 AVAILABLE. UPGRADES TO THE EXISTING 5144LL BE AT TENANTS EXPENSE. 3. TENANT 51-1ALL PROVIDE AND INSTALL TENANT ELECTRICAL REQUIRED ELECTRICAL LUORK, WHICH INCLUDES, BUT IS NOT LIMITED SWITCH, METER PAN AND SOCKET, AND METER ANY REPAIRS SHALL BE AT TENANT'S EXPENSE. 4. BILLED DIRECTLY BY THE LOCAL. UTILITY COMPANY, THE REFUSE COORDINATED WITH THE LOCAL UTILITY COMPANY. 5• THE TENANT 5I4ALL PROVIDE ALL FIRE ALARM DEVICES AND TENANTS EXPENSE IN ACCORDANCE WITH LANDLORD'S SPECIFICATIONS, CODES AND ORDINANCES AND IBULDING DEPARTMENT REGULATIONS. SYSTEM SHALL BE INSTALLED COMPLETE WITH ALL SPRINKLER SWITCHES, AUDIOVISUAL ALARMS, DUCT SMOKE DETECTOR DEVICES, ACCESSORIES, ELECTRICAL EAKERS AN ALL CABLE CONNECTIONS. 1BRD TESTING AND CONNECTIONS TO THE LANDLORD JUNCTION BOX CEILING MUST BE PERFORMED !BY THE LANDLORD'S DESIGNATED AT THE TENANT'S EXPENSE. 6. ANY ITEMS IDENTIFIED AS "BY LANDLORD" SHALL BE AT TENANT'S 1. PROVIDE WATER METER SHOULD NONE EXIST. a PROVIDE FLOOR DRAIN AND TAP PRIMER IN TOILET ROOM 9. ADAPTER CURBS NOT PERMITTED. PROVIDE MANUFACTURER'S 10. EXISTING CONDUIT , MAIN BREAKERS , PANELS AND OT1-ER ELECTRICAL AVAILABLE AND PROPERLY SIZED, MAY !BE RE-USED. TENANT'S OR REHABLITATE IF REQUIRED. 11. REMOVE ANY UNIUSED, EXISTING EQUIPMENT PIPING, ETC. PIR.OM CEILING SPACE. 12. LAIBEL NEW AND EXISTING TO BE REFUSED ROOFTOP UNITS ELECTRICAL ROOM WITI-4 NEW TENANT'S NAME. .- •\ ' r/ . 1. , t;; f 47' 0,,/ e."- INSULATION. MINIMUM UJIRE SHALL BE IBROUGI-1T TO SHALL BE IN CONDUIT. NO CONDUCTOR BY ONE SIZE FOR 120 VOLT CIRCUITS.) ARE NOT AND SMALLER, AND EQUAL TO AND RECEPTACLE CIRCUITS FOR ELECTRICAL GENERALLY BELOW. IN PANEL, EE GROUNDED. CONDUIT CUT THROUGH ENAMELED AND NON-CURRENT CARRYING JUMPERS WITI4 APPROVED *12 MINIIMUM, OR AS SHOWN ON TO THE CONDUIT, SHALL BE PENN-UNION SI-IALL 1BE THOMAS 4 BETTS THROAT. USE A BONDING JUMF'ER METALOTOOMETAL NOT ACCEPTABLE AS A BOXES. ALL JUNCTION BOXES, CONDUIT SYSTEM. ALL FROM LANDLORD'S WIRING AS REQUIRED TO BE REMOVED UPON AS REQUIRED BY FIELD VERIFY EXACT NOTED AS BEING BY THE ELECTRICAL CONTRACTOR. ANo F'OWER COMPANY AS AVAILABLE FAULT CURRENT COORDNATION). FIELD EXISTING POLUER AND AN AS INDICATE ON D D PREMISES SHALL BE OUTLET BOXES SHALL fBE PLATE. CLOSELY FIELD THE ELECTRICAL FIXTURES SI-IALL WIT1-1 CURRENT CODES FOR STRUCTURE VIA ALL TI-IREAD BY TENANT EQUIPMENT SHALL PROVIDE A STRUCTURAL ANY REPAIRS OR SERVICE AND ALL TENANT TO, USE DISCONNECT OR UPGRADES TO TI-4E EXISTING OF EX1STNG SHALL BE RELATED EQUIPMENT AT ALL APPLICABLE 11-1E FIRE ALARM SYSTEM FLOW AND TAMPER CONNECTIONS, SY ALL FINAL STEM IN TI-E MALL- COMMON AREA FIRE ALARM CONTRACTOR COST. SHOULD NONE EXIST. CURB. EQUIPMENT, IF CONTRACTOR TO REPAIR ROOF AND AVAILABLE AS WELL AS DISCONNECT IN ' 'N..,., , 1 , i REVIEWED FOR CODE COMIANCE APPROVED APR 2 1 2010 City of RI kwila BUILDING onnsinm - RECEIVED CITY OF TUKWILA APR 1 1.; 2010 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: 0 0 TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com 0 2010 NICHOLAS J. TRICARICO 4":•406 SA REG . ERtD ARCH TE NICHOLAS J. TRICAR STATE OF WASH!Nt 0 REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/1 1 /1 0 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE MECHANICAL & ELECTRICAL SPECIFICATIONS SHEET NO. 01 .2 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE MECHANICAL & ELECTRICAL SPECIFICATIONS SHEET NO. 01 .2 FOOT LOCKER, STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: IS3' -4 3/4" LEASE LINE DIMENSION 24' -0" 24' -0" 24' -0" '12' -0" VIP. REMOVE 4 SALVAGE ALL WALL FIXTURES Fr-- 1=1=11 1E1 =111 L�JJ " 13'-0" REMOVE TRACK ID113 . IC E DI LAB L�J TRICARICO ° Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO Ex'G SALES AREA EX'Cs TOILET ROOM I EX'G OFFICE I ED] Lug EX'G STOCK AREA rn�ll ICILI]t Lint rn=1 /1 1E El ]I H LuJ � 4308 NICHOLAS TRICAR�� STATE OF SHNG rI I IC OI3 O rn-11 L�J TT ALL EXISTING CEILING FIXTURES TO REMAIN FOR RE -USE AND /OR R LOCATION, UNLESS NOTED OTHERWISE, SEE SHEET A6.0 FOR MORE INFORMATION. REVISIONS DESCRIPTION FIRST ISSUE DATE 03/11/10 TENANT COMMENTS (CR) 03/29/10 REMOVE TRACK EX'G DM. OFFICE 1 12' -0" REMOVE 4 SALVAGE ALL WALL FIXTURES DEMOLITION PLAN SCALE: 3/1 6" = 1' -0" LEASE LINE - VERIFY LOCATION WITH LANDLORD REPRESENTATIVE. EXISTING DEMISING PARTITIONS AND STRUCTURAL ELEMENTS TO REMAIN: PROTECT DURING THE WORK PROTECT AND MAINTAIN EXISTING FIREPROOFING, FIRE SEPARATION AND FIRE RATING. 1D3/29/10 EXISTING ELECTRICAL PANELS AND SERVICE PANELS TO REMAIN. REFER TO ELECTRICAL SHEETS FOR SCOPE OF NEW WORK REMOVE EXISTING FLOOR FINISH, SLAB TO REMAIN. PROVIDE A SMOOTH LEVEL SURFACE AND PREPARE SURFACE FOR NEW FINISHES. REFER TO FINISH PLAN FOR SCOPE OF NEW WORK REMOVE PORTION OF EXISTING PARTITION(S) AS INDICATED. REFER TO CONSTRUCTION PLAN FOR SCOPE OF NEW WORK FLOOR FIXTURES THAT ARE TO BE REUSED ARE TO BE KEPT N OR RETURNED TO "LIKE NEW" CONDITION AND ARE TO BE PROTECTED THROUGHOUT WORK. - EXISTING CASHWRAP TO BE REMOVED. PATCH AND REPAIR SLAB AS REQUIRED FOR SMOOTH LEVEL SURFACE IN PREPARATION FOR NEW FLOOR FINISHES. SEE FINISH PLAN FOR MORE INFO. EXISTING BACKWRAP AND BACKWRAP FEATURE WALL TO BE REMOVED. PATCI - AND REPAIR WALL AND REQUIRED TO PREPARE FOR NEW FINISHES_ EXISTING LIGHTING TRACK AND TRACK HEADS TO BE RELOCATED. SEE REFLECTED CEILING PLAN FOR MORE INFO. EXISTING ADA COMPLIANT TOILET ROOM(S) TO REMAIN. VERIFY CODE COMPLIANCE REQUIREMENTS AND MAKE REQ'D CHANGES. REPLACE ANY DAMAGED OR MISSING ITEMS. REPAIR AND CLEAN TO A "LIKE NEW" CONDITION. REMOVE EXISTING 2X2 LIGHT FIXTURES AS INDICATED. REPLACE WITH NEW A.C.T. CEILING TILE AS REQUIRED. SEE REFLECTED CEILING PLAN FOR MORE INFO. EXISTING VESTIBULES) TO BE REMAIN BUT TO RECEIVE NEW FINISHES. SEE FINISH PLAN FOR MORE INFO. REMOVE ANY LIGHT FIXTURES AS INDICATED, REPLACE WITH NEW A.C.T. CEILING TILE AS REQUIRED. SEE REFLECTED CEILING PLAN FOR MORE INFO. REMOVE AND SALVAGE ALL MERCHANDISING WALL FIXTURES. PATCH AND REPAIR WALL AS REQUIRED TO PREPARE FOR NEW FINISHES. REFER TO A5.0 FOR QUANTITIES AND LOCATION OF RE- INSTALLED FIXTURES AFTER COMPLETION OF NEW FLOOR FINISHES. EXISTING THERMOSTAT TO BE RELOCATED, SEE ELECTRICAL SHEETS FOR MORE INFO. REMOVE PORTION OF EXISTING LIGHTING TRACK AS INDICATED. SALVAGE TRACK HEADS FOR RELOCATION, SEE REFLECTED CEILING PLAN FOR MORE INFO. EXISTING LIGHTING TRACK TO REMAIN, REMOVE EXISTING TRACK HEADS. SEE REFLECTED CEILING PLAN FOR MORE INFO. REMOVE EXISTING SPEAKER, SALVAGE FOR RELOCATION. REPLACE WITH NEW A.C.T. CEILING TILE AS REQUIRED. SEE REFLECTED CEILING PLAN FOR MORE INFO. REMOVE EXISTING SUSWOOFER AND REPLACE WITH NEW A.C.T. CEILING TILE AS REQUIRED. SEE REFLECTED CEILING PLAN FOR MORE INFO. REMOVE PORTION OF EXISTING A.C.T. CEILING AS INDICATED AND PREPARE FOR CONSTRUCTION OF NEW G.W.B. CURTAIN WALL. REFER TO DETAIL I1 /Al2 FOR MORE INFO. EXISTING STOREFRONT TO REMAIN, INCLUDING BUT NOT LIMITED TO GLAZING, GLAZING SYSTEM, GRILLE, GRILLE ENCLOSURE COLUMNS, AND ENTRY SOFFIT. TENANT G.C. TO CLEAN AND BRING STOREFRONT TO "LIKE NEW" CONDITION. EXISTING STRUCTURAL COLUMN AND COLUMN SURROUND TO REMAIN. EXISTING STRUCTURAL COLUMN TO REMAIN. EXISTING COLUMN SURROUND G.W.B. TO BE REMOVED DOWN TO FRAMING. SEE 41.0 FOR SCOPE OF NEW WORK EXISTING FLOATING SHOE WALL TO BE REMOVED AND SALVAGED. TENANT G.C. TO RE- INSTALL IN SAME LOCATION AFTER COMPLETION OF NEW FLOOR FINISHES, SEE A5.0 FOR MORE INFO. . REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR OTHER GENERAL CONDITIONS AND INFORMATION. 2. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL NOTES 4 SPECIFICATIONS. 3. COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT, VISIT THE SITE PRIOR TO BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (EG- OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, ETC.) AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES, OMISSIONS OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN IMMEDIATELY TO THE PROJECT CONSTRUCTION MANAGER NO ALLOWANCES WILL BE MADE FOR FAILURE TO DO SO. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED FOR VARIANCES AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES IMMEDIATELY. DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HUH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR 4. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE. COORDINATE ALL DEMOLITION AND REMOVALS WITH BUILDING MANAGEMENT. PROTECT ALL WORK NOT SLATED FOR DEMOLITION. 5. TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BASE BUILDING SYSTEMS AND COMPONENTS. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST. 6. CONFORM WITH ALL BUILDING REGULATIONS AND PROCEDURES. 1. MAINTAIN FIRE EXTINGUISHER(5) DURING ALL PHASES OF WORK AS REQUIRED SY CODE. O. MAINTAIN /RELOCATE ANY FIRE PROTECTION SIGNALS OR EQUIPMENT AS REQ'D. PROTECT FOR DURATION OF THE WORK.. 9. COORDINATE WITH THE BUILDING MANAGEMENT FOR THE PROTECTION AND /OR STORAGE OF ANY ITEMS TO BE SALVAGED. 10. PROTECT ALL "EXISTING ITEMS TO REMAIN" THROUGHOUT THE WORK 11. UPON COMPLETION OF DEMOLITION WORK, LEAVE ALL AFFECTED AREAS IN BROOM CLEAN CONDITION. REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 701 O 12. ALL EXISTING ELEMENTS THAT ARE TO BE REUSED ARE TO BE KEPT IN OR RETURNED TO "LIKE NEW" CONDITION AND ARE TO BE PROTECTED THROUGHOUT WORK 13. EVALUATE EXISTING TOILET ROOM (CONFIGURATION AND FIXTURES) TO DETERMINE THE LIMIT OF SERVICEABLE ELEMENTS. TOILET ROOM, PLUMBING FIXTURES AND ACCESSORIES MUST MEET ALL APPLICABLE CODES AND THE FIXTURES MUST 5E IN GOOD CONDITION. COORDINATE W/ FL PROJECT CONSTRUCTION MANAGER PRIOR TO ANY DEMOLITION. 14. MAINTAIN AND /OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND /OR MAINTAIN FIRE STOPPING AS REQ'D BY CODE. RECEIVED CITY OF TUKWILA APR 1 2010 PERMIT CENTER 15. PROVIDED DIMENSIONS ARE FOR REFERENCE ONLY. VERIFY ALL CONDITIONS IN FIELD AND OBTAIN NECESSARY APPROVALS FROM LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION. EXISTING WALLTO REMAIN EXISTING WALL OR OTHER ITEM TO BE REMOVED SHEET NO. DEMOLITION PLAN KEY NOTES GENERAL DEMOLITION NOTES LEGEND ADJACENT TENANT I 153' -4 3/4" LEASE LINE DIMENSION 24'-0" 24' -0" 24'-0" 24` -0" 24' -0" EX'G TOILET ROOM WOH FITTING ROOM HOW VESTIBULE EX'G OFFICE _ VOF L — J__J__J LINE OF EX'G CEILING TRANSITION (ABOVE) EX'G STOCK AREA LEASE LINE ROLLING GRILLE CLOSURE LINE 140H SALES AREA LINE OF EX'G CEILING TRANSITION (ABOVE 23' -11 1/2" 14' -11 1/2" CL. CASHWRAP FL SALES AREA I MALL INTERIOR NOTE: G.C. TO FIELD VERIFY ALL DIMENSIONS AND COLUMN LOCATIONS. IF PROBLEMS OR DISCREPANCIES EXIST, G.C. TO NOTIFY FOOTLOCKER PM PRIOR TO START OF CONSTRUCTION. ....... ..... ........ .... ✓ .............s� ...! .......•:•F.•:......:: %•. °::. � .:•;•:•:•:•:..: ?c'•:• . s .!::!:�. `! r.:....... .:v::.................. eta: 7:•: % %o:•: ❖: %•:!:•::1::•:6 ❖:•:• ✓ :........:. : -.•.. o.•.cvo•.- ❖.v.•.•.•r. -.• -. - LINE OF EX'G CEILING TRANSITION (ABOVE) 23' -II 1/2" 1.104 SALES AREA 54' -5 3/4" FL SALES AREA ' EX'G D/1. OFFICE --� EX'G CORRIDOR J HOH VE3TI8ULE I ADJACENT TENANT FOB PARTITION TYPES SEE THIS SHEET D i ®q CONSTRUCTION PLAN SCALE: 3/1 6" = 1' -O" CONSTRUCTION NOTES DOOR AND FRAME SCHEDULE REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR OTHER GENERAL CONDITIONS AND INFORMATION. UPON POSSESSION OF THE PREMISES, ENTIRE SPACE DIMENSION SHALL BE VERIFIED. G.G. SHALL SUBMIT NOTED DISCREPANCIES TO THE OWNER, ARCHITECT, AND MILLWORK CONTRACTOR WITHIN 3 DAYS OF THE START OF CONSTRUCTION. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS 4 EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT 4 FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES PATCH AND REPAIR ALL EXISTING SURFACES AS NECESSARY BEFORE APPLYING NEW FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES SHALL BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS, OR UNFINISHED SURFACES CREATED BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR PATCH AND FINISHED AS NECESSARY TO MATCH EXISTING CONDITIONS FOR NEW FINISHES. SPECIFICALLY, FLOOR SURFACES AT ENTRY SHALL BE LEVEL TO ASSURE SMOOTH SUR=ACE TRANSITION BETWEEN EXISTING AND NEW FLOOR FINISH MATERIALS. STOREFRONT IS TO BE SUPPORTED FROM THE FINISHED FLOOR OR BY STRUCTURAL MEMBERS ONLY AND ARE NOT TO BE ATTACHED TO OR SUPPORTED BY THE BULKHEAD OR SIGNBAND. ONLY APPROVED HORIZONTAL BRACING TO THE STRUCTURE WILL BE ALLOWED. REFER TO LANDLORD CRITERIA DETAILS. ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE TENANT COORDINATOR PRIOR TO THE COMMENCEMENT OF WORK. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR DIAGONALLY BRACED AT MINIMUM 4' -0" O.C_ MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING SHALL BE 4" (UNLESS OTHERWISE NOTED). WHEN EXPANSION JOINTS EXIST, TENANT GC TO FURNISH AND INSTALL MOVEMENT JOINTS (UK) LTD 23/W -050 OR EQUIVILANT. COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED WORK BEFORE INSTALLATION OR WORK BY ANY TRADE, INCLUDING TENANT'S VENDORS BEGINS, MAKE PROPER PROVISIONS TO AVOID INTERFERENCES. PROVIDE 4 INSTALL BROWN. PAPER COVERING TO THE STOREFRONT GLAZING DURING MERCHANDISING. ALL WORK MUST CONFORM TO THE LANDLORD'S TENANT DESIGN HANDBOOK AND ALL OTHER STATE, LOCAL AND LANDLORDS REQUIREMENTS. DOOR NUMBER DOOR TYPE (3 /Al2) SIZE /LOCATION FINISH FRAME MAT. I —IDUJ. SET H/J DETAIL TI— IRESH -1 DETAIL PARTITION TYPES PLAN KEY NOTES RAT I MG REMARKS 1X EX'G EX'G EX'G EX'G 14' -1 3/4 "W x 9' -2 1/2 "1-4 MALL TO SALES V.I.F. EX'G SIZE VESTIBULE TO CORRIDOR 3' -0" X 4' -9" X 1 3/4" FITTING ROOM v.IF. EX'G SIZE STOCK TO OFFICE v.IF. EX'G SIZE STOCK TO TOILET EX'G HP -3 PRE -FIN. EX'G EX'G EX'G PRE -FAB WOOD EX'G EX'G EX'G EX'G 4 EX'G EX'G. 5 -6/Al2 45 MIN. EX'G V.IF. EX'G SIZE STOCK TO CORRIDOR EX'G EX'G EX'G EXISTING MOTORIZED ROLL -UP GRILLE SEE NOTE *3 MAINTAIN EX'G DOOR RATING/ CLEAN 4 BRING TO "LIKE NEW" CONDITION. REPLACE ANY MISSING HARDWARE. MOUNT DOOR FOR I' -4" CLEAR AT BIM. TENANT VENDOR TO SUPPLY DOOR, HARDWARE 4 TRIM. TENANT G.G. TO INSTALL. CLEAN 4 BRING TO "LIKE NEW" CONDITION. REPLACE ANY MISSING= HARDWARE. EXISTING MASONRY DEMISING WALL TO REMAIN. REPAIR AS REQ'D TO MAINTAIN EXISTING FIRE - RATING. DEMISING PARTITION EX'G 45 MIN. EX'G v_1F. EX'G SIZE CORRIDOR TO OFFICE EX'G EX'G EX'G EX'G 45 MIN. EX'G V.I.F. EX'G SIZE STOCK TO EXIT DENOTES AN EXISTING DOOR EX'G EX'G EX'G EX'G 45 MIN. MAINTAIN EXISTING DOOR PROVIDE NEW PANIC HARDWARE SET "C ". SEE NOTES +4 d 5 ALL HARDWARE TO COMPLY WITH ADAAG AND LOCAL HANDICAPPED CODE REQUIREMENTS ALL EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE HARDWARE SETS SET NO. 1 SET NO. 2A SET NO. 28 SET NO. 3 SET NO. 4 SET NO. 5 SELF - SUPPORTING MOTORIZED ROLL GRILLE. FURNI AND INST GRI.ALLER DOOR TO EGRESS: 1 1/2 - PAIR CF 1 — LATC 1 3 ®�1ILE CERS 14KICKPLATES. — CLOSER NON - EGRESS DOOR: 11/2 — PAIR OF 1 —CO Nip‘O LC'°STOP ILENCERS — KICK PLATES. I — CLOSER 1 1/2 — PAIR OF BUTTS 1 — COMB LAT 1ai'� LOCK VV 1 —W 3 IL' ERG N3® ICK PLATES. — WALL STOP SATIN CHROME HARWARE FURNISHED BY VENDOR, INSTALLED BY T.G.C. 2- STANLEY -170 SPRING LOADED HINGES 4 1/2" X 4 1/2" FIN D26. 1- GCHLAGE S60 PD 'JUPITER' STOREROOM LEVERSET FIN D26 HARDWARE FURNISHED 4 INSTALLED BY T.G.0 1- DOOR STOP, IF REQUIRED. 1 1/2 — PAIR OF BUTTS 1 — PANIC4HARDWARE SET "C" 1 — WALL STOP 2 — KICK PLATES 1 — SURFACE MTD. DR (3/4 HR. DOOR) 1 — CLOSER 1 - PEEP HOLE 1 - WALL STOP, SATIN C1-IROME BUTTS: LATCH SET: LOCK SET: PRIVACY LOCK CLOSER: WALL STOP: KICK PLATE: SILENCER: MCKINNEY STANDARD WEIGHT 5 KNUCKLE BEARING HINGES *T$2114, 4 -1/2" X 4" SARGENT 8200 LINE LEVER TYPE SARGENT LINE LEVER TYPE SET: SARGENT 10 LINE LEVER TYPE RUSSWIN DC22000 IVES *401 1/2 - S32D FINISH IVES, *8400 12" x 36" IVES, NO. 20 COMB. LOCK /LATCH: ILCO UNICAN *1021 REDUCER STRIP: SEE SILL DETAILS LEVEL 3 SECURITY SPEC.- EXTERIOR LOCATIONS PANIC HARDWARE SET "C" 4S3TEL220 - 4 POINT TRIDENT SECURITY LOCK IDL14182800 - DOOR LOOP FOR AC POWER 1F51100000 - POWER SUPPLY (NO BATTERY) 316$03A4C2 - MORTISE CYLINDER FOOTLOCKER K204FACTRY — FACTORY COMBINATION KEY DOOR NOTES 1. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. 2. IF NEW, DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36" OR MORE THAN 48" ABOvE FLOOR 3. G.C. TO SERVICE EXISTING ROLLING GRILLE. SERVICE TO INCLUDE, BUT NOT LIMITED TO: SPRING TENSION, MOTOR OPERATION, LEVELING CURTAIN, REPAIR BROKEN OR MISSING CURTAIN LINKS, TESTING ALL CONTROLS 4 SAFETY DEVICES AND RE- SETTING OF LIMITS SWITCHES AT END OF CONSTRUCTION. O3/29/Im 4. A NEW SECURITY EXIT DEVICE WILL. BE FURNISHED AND INSTALLED BY SECURITY SOLUTIONS, 405-316-1600. TENANT G.C. TO PROVIDE POWER SUPPLY (120v SINGLE PHASE) CONNECTION FOR THE ALARM, INSTALLED ADJACENT TO THE PANIC BAR ON THE HINGE SIDE OF THE DOOR FRAME. PULL THE LOW WATTAGE WIRE FROM THE LOCK TO TERMINAL STRIP IN THE POWER SUPPLY. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. NOT USED 7. ALL DOORS AND FRAMES, VISIBLE FROM SALES AREA, TO BE PAINTED TO MATCH WALL COLOR OF ADJACENT WALL, UNLESS OTHERWISE NOTED. DOOR HARDWARE NOTES - ADA ADA 4.13.5 DOOR WIDTH AND HEIGHTS: REQUIRED EXIT DOORWAYS ARE TO NAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90- DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 -INC4-1 CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO. BE A MINIMUM OF 80 INCHES. ALTHOUGH SECTION 33 RELATES TO REQUIRED EXITS, ARTICLES 6 THROUGH 14 ALSO REQUIRE SPECIFIC AREAS TO BE ACCESSIBLE. DOORS TO THESE AREAS WOULD ALSO HAVE TO HAVE A 32 -INCH CLEAR OPENING. ADA 4.138 THRESHOLDS: THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2" INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES 50 THAT NO SINGLE VERTICAL CHANGE OF ELEVATIONS EXCEEDS 1/4" INCH. ADA 4.13.9 HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. ADA 4.13.10 CLOSERS: THE MAXIMUM FORCE TO OPERATE DOORS CANNOT EXCEED 8.5 LBS. FOR EXTERIOR DOORS AND 3 LBS. FOR INTERIOR DOORS, REQ'D FIRE DOORS MAY REQUIRE UP TO 15 LBS. PRESSURE. THE PRESSURE 15 TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE REQUIREMENTS. ADA 4.14 ENTRANCES: ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS "ANY ENTRANCE TO A FACILITY, WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." HANDICAPPED RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. ADA 4.30 ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO 1 -14OUR FIRE RATING (UL465) AND LOCAL CODES. PATCH AND REPAIR AS REQ'D TO MAINTAIN EXISTING FIRE- RATING AND PREPARE FOR ANY NEW FINISHES. DEMISING PARTITION EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQ'D TO MAINTAIN ANY EXISTING FIRE - RATING AND PREPARE FOR ANY NEW FINISHES. (GC. TO VERIFY IN FIELD EXISTING PARTITION CONSTRUCTION) INTERIOR PARTITION EXISTING WALL TO REMAIN. PATCH AND REPAIR AS REQ'D TO CONFORM TO 1 -HOUR FIRE RATING (UL465) (G.C. TO VERIFY IN FIELD EXISTING PARTITION CONSTRUCTION) AND LOCAL CODES AND PREPARE FOR ANY NEW FINISHES. 1�-IR RATED INTERIOR PARTITION 3 5/8" TOP TRACK NOTE: PARTITION TYPE IS FOR REFERENCE ONLY, G.C. TO VERIFY IN FIELD EXISTING CONSTRUCTION OF SALES /STOCK WALL. NEW CONSTRUCTION TO MATCH EXISTING. FIN. CLG. (I) LAYER 5/8" "TYPE X" G1U.B. RUN FROM SLAB TO 6" PAST FINISH CEILING LINE BOTH SIDES. 3 5/8" MTL. FRAMING e 16" O.C. 3 5/8" BOTTOM TRACK INTERIOR PARTITION FIN. FLR LEASE LINE - VERIFY LOCATIONS WITH LANDLORD REPRESENTATIVE. EXISTING DEMISING PARTITION TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. REFER TO PARTITION TYPES FOR SCOPE OF NEW WORK. EXISTING ELECTRICAL PANELS AND OTHER SERVICES: REFER TO ELECTRICAL SHEETS FOR SCOPE OF NEW WORK EXISTING STOCKROOM TO REMAIN AS 15. REPAIR EXISTING SHELVING ONLY AS REQUIRED. EXISTING REAR SERVICE DOOR TO REMAIN. PROVIDE NEW HARDWARE AS SPECIFIED ON DOOR SCHEDULE. COORDINATE 4 VERIFY WITH TENANT CONSTRUCTION MANAGER. EXISTING ADA COMPLIANT TOILET ROOM TO REMAIN. VERIFY CODE COMPLIANCE REQUIREMENTS AND MAKE REQ'D CHANGES. REPLACE ANY DAMAGED OR MISSING ITEMS. REPAIR AND CLEAN TO A "LIKE NEW" CONDITION. LINE OF NEW CURTAIN WALL ABOVE. CUSTOM 4 TERMINAL CASHWRAP. SEE VENDOR S1-10P DRAWINGS FOR ADDITIONAL INFORMATION. COORDINATE INSTALLATION WITH VENDOR, AND PROJECT CONSTRUCTION MANAGER ALSO SEE ELECTRICAL SHEETS FOR ELECTRICAL REQUIREMENTS. EXISTING BANNER TRACK SYSTEM ABOVE TO REMAIN. EXISTING FLOATING SHOE WALL TO BE RE— INSTALLED IN SAME LOCATION BY G.C. AFTER COMPLETION OF NEW FLOOR FINISHES. SEE A5.1 FOR EXACT LOCATION. EXISTING COLUMN BUILD -OUT. G.C. TO PATCH AND REPAIR TO "LIKE NEW" CONDITIONS. SEE 43.0 FOR NEW FINISHES. REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 City of Tukwila BUILDING Divisinfy RECEIVED CITY OF TUKWILA APR 1-::_n2010 PERMIT CENTER FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120. ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CONSTRUCTION PLAN SHEEP NO. Al ■ O DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CONSTRUCTION PLAN SHEEP NO. Al ■ O FRYREGLET "X" MOLDING XDM -625 -625 WITH CLEAR ANODIZED` FINISH RUN FROM TOP OF BASE TO CEILING MITERED CORNER FRYREGLET "X" MOLDING XDM- 625 -625 W1TH CLEAR ANODIZED FINISH RUN FROM TOP OF BASE TO CEILING MITERED CORNER FIN. CLG. FIN. CLG. GYP. BD. FINISH GYP. BD. FINISH CORNER TRIM CORNER TRIM �— 5/8" TYPE „X" MITERED CORNER 1" X4" WOOD BASE - SEE 43.0 FOR FINISH. NOTE: BASE MUST EXTEND PAST METAL TRIM. �— 5/8" TYPE'- MITERED CORNER 1" X4" WOOD BASE- - SEE A3.0 FOR FINISH. NOTE: BASE MUST EXTEND PAST METAL TRIM. 1/89 ISOMETRIC OF CORNER STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ISOMETRIC OF CORNER ARCHITECT: LINE OF CAST -IWRAP 2' -4 1/2" CORNER TRIM -1 "X4" BASE BELOW, REFER TO SHT. A3.0 FOR FINISH. COLUMN ENCLOSURE REFER TO DETAIL 9 /Al2 THIS SHEET -5/5" TYPE "X" G.W.S. PAINTED 'FP -1' TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com CONTINUE BASE BELOW. CASHWRAP FILLER PANEL ABOVE, G.C. TO COORDINATE WITH TENANT'S VENDOR © 2010 NICHOLAS J. TRICARICO 1 "X4" SASE BELOW, REFER TO SHT. A3.0 FOR FINISH. A 1' -8 I /4" G.C. TO ENSURE COLUMN FACE 15 PLUM TO ACCEPT ABUTTING CASHWRAP. CORNER TRIM CORNER TRIM COLUMN ENCLOSURE REFER TO DETAIL 9 /Al2 THIS SHEET 5/8" TYPE "X" G.W.B. PAINTED 'FP -1' FL - COLUMN SCALE: 1 1 /2" = 1' -0" VARIES - V.I.F. GYP. SD. FINISH FRONT OF STORE WALL FIXTURE POSTS 4 PANEL NEW 5/8 G.WB.ON EX'G MTL. FRAMING. MAINTAIN EX'G BUILD -OUT DIMENSIONS. EXISTING STRUCTURAL COLUMN VERIFY SIZE IN FIELD, MAINTAIN ANY EXISTING FIRE - RATING NICHOLAS J. TRICA OF WASH1N REVISIONS DESCRIPTION DATE FL - COLUMN ELEVATION FL - COLUMN ELEVATION FL - COLUMN ENCLOSURE DETAIL FL - COLUMN ENCLOSURE DETAIL FIRST ISSUE TENANT COMMENTS (CR) DOB /OWNER COMMENTS (CR) 03/11/10 03/29/10 04/12/10 SEE STRUCTURAL DETAILS FOR MORE INFORMATION. 3 5/S" X 20GA. DIAGONAL BRACING g 48" O.C. TO STRUCTURE ABOVE. NOTE: ATTACHMENT AT TOP CHORD OF JOIST OF FLANGE OF BEAM. DO NOT ATTACH TO METAL DECK ABOVE. EX'G STRUCTURAL COLUMN EX'& G.W.B. G.G. TO PATCH AND REPAIR TO "LIKE NEW" CONDITIONS 4 PAINT HP -I. NOTE: REFER TO VENDOR SHOP DRAWINGS FOR MORE INFORMATION. 3 5/8" X 20 GA. MTL FRAMING I6" O.C. TO STRUCTURE ABOVE 2" 1(2" 3' -0" FIN. OPENING 12' -0" AFF FIN. CLG. FIN. CLG, FITTING ROOM FINISHED CEILING REFER TO CEILING PLAN - FINISHED CEILINGS REFER TO CEILING PLAN 1/2" G.W.B. TO 6" ABOVE FIN CLG. FITTING ROOM 11' -6" APP. 5/8" G.W.B. TO 6" ABOVE FIN CLG 4 PAINTED HP -3 ALL SIDES. VESTIBULE GYP. SD. PAINTED HP -3 9' -0" AFF_ 9' -10" A.F.F. -BEYOND - (1) LAYER OF 5/8" "TYPE -X" G.W.B. ON 3 5/8 METAL STUD RUNNING FROM SLAB TO 6" ABOVE FIN CLG 4 PAINTED HP -3 ALL SIDES. REFER TO A10 FOR MORE INFO_ ALIGN HOH PERIMETER FIXTURE WITH INSIDE OF SOFFIT/BUILD -OUT. HOH PERIMETER FIXTURE V.I.F. FIN. OPENING PREFIN. 1 X 6 SOLID OAK HEADER- CUT IN FIELD PRE - MORTISED FOR — HINGES (DOOR ONLY) FRONT OR BACK PREFIN. I X 6 SOLID OAK DOOR JAMB (BEYOND) BY VENDOR - CUT IN FIELD PREFIN. I X 6 SOLID OAK DOOR JAMB BY VENDOR 5 /8" G.W.B. ON 3 5/8" X 20 GA. MTL FRAMING (TYP.) DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ: FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: KS PREFIN. 1 X 2 SOLID OAK TRIM WOOD BASE AS SCHEDULED. EXIST'G STRUCTURAL COLUMN (V.I.F) A: SECTION (scale:3'= 1' -0 ") (scale: 6 "= 1' -0 ") SCALE: AS NOTED HOH - HEADER DETAIL AT F.R. Q HOH - DETAIL AT FITTING ROOM DOOR 11' -0" APP. 'r EX'G CLG V.I.F. REFER TO PARTITION SCHEDULE FOR CONSTRUCTION REFER TO PARTITION SCHEDULE FOR CONSTRUCTION REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 LINE OF CURTAIN WALL ABOVE NOTE: VENDOR TO SUPPLY TRIM, G.G. TO INSTALL. SALES AREA RECEIVED CITY OF TUKWILA APR t3 2010 PERMIT CENTER PROJECT TITLE 9' -0" APP. BUILD-OUT - 3 5/8" X 20 GA. MTL FRAMING 16" O.G. TO STRUCTURE ABOVE 1 //„ 3' -0 V.IF. FIN. OPENING GYP. BD. PAINTED HP -1 SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 5/8" G.W.B. TO 6" ABOVE FIN CLG 4 PAINTED HP -3 ALL SIDES. -SOLID OAK FRAME BY VENDOR STORE NO. 8' -0" APP. FINISHED OPENING= 1 EX'G DEMISING / WALL PARTIAL ELEVATION AT WOOD CASING — PREFIN. 1 X 6 SOLID OAK HEADER BY VENDOR PREFIN. SOLID WOOD FITTING ROOM DOOR SALES AREA PLANS FOR 03/1 PREFIN. 1 X 6 SOLID OAK DOOR JAMB BY VENDOR PREFIN. 1 X 2 SOLID OAK TRIM SHEET TITLE NEW PARTITION, SEE SCHEDULE SHEET NO. Al .2 PLAN SECTION AT HOH BUILD -OUT SCALE: 3" = 1' -0" DOOR TYPES & FRAMES HOH - HEADER DETAIL AT CASED OPENING SCALE: 3" =1' -0" O HOH - DETAIL AT CASED OPENING SCALE: 3" = 1' -0" FOOTLOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRIO IC Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO A 10 DEGREES NOTE: HANG ONLY FROM TOP CHORD G.C. 15 RESPONSIBLE FOR INSTALLATION OF UNISTRUT, THREADED ROD, T.Y. MONITOR TRUSSES AND TV MONITOR RINGS (RINGS ARE SUPPLIED BY AN VENDOR). T.Y.'S, MOUNTS AND STRAPS ARE BY AN VENDOR UNISTRUT (SPANS MIN. TWO JOISTS OR AS DIRECTED BY MALL) TRUSS CEILING MOUNT BY VENDOR INSTALLED BY G.C. EXTENSION COLUMN DOGGONE FLANGE FINISHED CEILING GC TO FURNISH 4 INSTALL COLLAR TO COVER A.C.T. PENETRATION (TYP) ELECTRICAL DUPLEX OUTLET MOUNT FASTENED TO UNDERSIDE OF UNISTRUT WHITE OUTLET AND COVERPLATE. LOCATE WITHIN 3' -0" OF MONITOR MONITOR AND MOUNT TENANT AN VENDOR TO MAKE FINAL CONNECTION BETWEEN MONITORS TO ENSURE COMPATIBLE PICTURE DISPLAY 9' -0" APP. U/S OF TELEVISION MONITOR HANGING DETAIL GRAPHIC PANEL AND TRIM, SUPPLIED BY VENDOR, INSTALLED GY G.C. GRAPHIC PANEL TO EXTEND FROM TOP OF BENCH TIGHT TO CLG ABOVE. G.C. TO REFER TO VENDOR CRITERIA FOR INSTALLATION. CONTINUOUS WOOD CLEAT 2' -0" MIN. CLEAR 3/4" X 1 1/2" WOOD TRIM AT ALL SIDES OF PANEL PREFINISHED WOOD BENCH TOP AND FASCIA, BY VENDOR INSTALLED BY G.C. FRAMING BY G.C. WALL BASE AS SCHEDULED 2' -0 3/4" NOTE: ALL SUPPORTS, BLOCKING, PLYWOOD ARE TO BE SUPPLIED BY. T.G.C. PREFINISHED WOOD FINISHES TO BE SUPPLIED BY MILLWORK VENDOR, SEE SHOP DRAWINGS FOR MORE INFO. FITTING ROOM BENCH SCALE: 1 1 /2 " =1' -0" Q 2' -S" SCALE: 3/4" = 1' -0" 4" I' -0" 1' -0" 4" 32" x 5" x 3/4" THK PREFINISHED PANEL- WITH BRUSHED CHROME HOOKS l NOTE: MOLM MOCK PANEL TO WALL WITI4 PROVIDED HARDWARE WHEW INmiCATED ON PLAN& 8CRISU PANEL FIRMLY TO WALL STUDS, MERE ONLY ONE WALL STUD CM EE LOCATED, BUTTERFLY TOGGLE BOLTS SHALL 5E USED. SAL ALL EDGES ILVCL.EAR SILICONE FITTING RM. HOOK PANEL 0 ni SCALE: 1 1 /2 " =1' -0" " TYP. PANEL HT %/ EXISTING FINISHES TO BE REMOVED FROM EXISTING PARTITION AND PREPARE SURFACE FOR NEW FINISHES, TYP. WALL ABOVE AND BEHIND ACRYLIC PAINTED VESTIBULE 1I8" CLEAR ACRYLIC PANEL z N r FINISHED FLOOR WALL BASE INSTALLED BELOW ACRYLIC PANEL 0 SECTION 4' -0" TYP. PANEL I-IT •8 -18 x 4" PHILLIPS FLAT HEAD SELF - TAPPING SCREWS AND STAINLESS STEEL 18 -5 FINISHING WASHER W/ DRYWALL ANCHORS 6 NON -STUD LOCATIONS. 54" TYPICAL PANEL LENGTH .z N r - z E O O O O O O O O WALL ABOVE 4 BEHIND ACRYLIC PAINTED HP -.3 G.G. TO APPLY CLEAR SILICON CAULK TO TOP OF ALL ACRYLIC PANELS. •8 -I5 x i" PHILLIPS FLAT HEAD SELF - TAPPING SCREWS AND STAINLESS STEEL 18 -8 FINISHING WASHER 41 STUD LOCATIONS. WWC- 2)1/8" CLEAR ACRYLIC PANEL SCREW PANEL INTO WALL STUDS HORIZONTALLY AND 2" FROM TOP AND BOTTOM WITH RUN IN CENTER 2" NOTE: HOLES FOR SCREWS FOR PLEXI ARE TO BE PRE - DRILLED 4 COUNTER -SUNK BY G.C. TO AVOID CRACKING. WALL 545E INSTALLED EXISTING STUD LOCATION, BELOW ACRYLIC PANEL TYP. 6A ELEVATION HOH ACRLIC WALL PANEL SECTION AND ELEVATION FIN. CLG EQ. t MIRROR I EQ. FRAMED MIRROR BY VENDOR, INSTALLED BY G.C. ELEVATION 1 FIN. CLG C.L. HOOK PANEL FIN. CLG GRAPHIC PANEL 4 TRIM BY VENDOR, INSTALLED BY G.C. CL.H00K PANEL EQ. • ` Ea. J H00K PANEL BENCH 5'-0" GRAPHIC WALL PANEL WALL BASE AS SCHEDULED FIN. CLG 9' -0" FIN. OPENING AF.F. DOOR AND JAMBS REFER TO POOR SCHEDULE ELEVATION 3 • MAX DIM. FROM FRONT OF BENCH 15 20" BENCH WALL BASE ,49 SCHEDULED OPEN ELEVATION 4 3/4" X 1 1/2" WOOD TRIM ON GRAPHIC PANEL BY VENDOR, INSTALLED BY G.C. GRAPHIC PANEL BY VENDOR, INSTALLED $Y G.C. FITTING ROOM ELEVATIONS SCALE: 1 /4 " =1' -0" SCALE: 1 /2" = 1 ' -0" NOTE: G.G. TO COORDINATE WITH FL CONSTRUCTION MANAGER FOR LOCATION OF NIKE GRAPHICS IN VESITUBLE/PASSAGE. H01-1 VESTIBULE FLOOR: BASE: WALLS: CID HWS -1 4112041210 HOH FINISHES TO END NON FINISHES Alak A MY L J 4' -11 3/4" - EX'G V.I.F. CD7 HOH VESTIBULE PLAN SCALE: 1 /2 " =1' -0" WOOD BENCH (REFER TO DETAIL 4/AI3) 1' -0 3/4" - EX'* V.I.F. HON FITTING ROOM FLOOR: BASE: WALLS: CIO 1-11.1J5 -1 411) HOOK PANEL (REFER TO DETAIL 3/41.3) X 1u BENCH / GRAPHIC PANEL 1 T 1 5' -0" CLEAR PATH \ MIRROR BY VENDOR, \ INSTALLED BY G.G. \ i • \ 5' -0" - EX'G V.IF. G.C. TO INFILL TO BE FLUSH WITH EX'G WALL. WALL TO RECEIVE PAINT ONLY, NO PLEXI- GLASS. V.I.F. 2 GRAPHIC PANEL 4 TRIM (REFER TO DETAIL 4/A13) X lu H014 FINISHES TO END 3' -6 1/8" - EX'G 4' -3 1/4" J 1-101-1 FINISHES L -1 HOH VESTIBULE FLOOR: BASE: WALLS: HWB -1 CIE)43210 M NEW CASE 0 1 S' -3 1/4" - EX'G V.I.F. v.IF. REVIEWED FOR CODE COMPLIANC A-P -OVED APR 21 2010 City of Tukwila BUILDING DIVISION' RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER NOTE: G.C. TO COORDINATE WIN FL CONSTRUCTION MANAGER FOR LOCATION OF NIKE GRAPHICS IN VESITUBLE/PASSAGE. HOH FITTING ROOM & VESTIBULE PLAN SCALE: 1 /2 " =1' -0" REVISIONS NO. DESCRI PTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB /OWNER COMMENTS (CR) 04/12/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CONSTRUCTION DETAILS SHEEP NO. Al . 3 DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 1 001 64 DRAWN BY: KS PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CONSTRUCTION DETAILS SHEEP NO. Al . 3 EX'G TOILET ROOM w S F CT CH CF EX'G EX'G EX'G EX'G G1U.S. 8' -0" AFF EX'G 03/19/10 HOW FITTING ROOM w B CT CH HP -3 HUJB -1 HF -1 EX'G A.C.T. 1I' -0" AFF 14014 VESTIBULE w 1-1P- 3MWC -2 S HWB -1 14F-I CT EX'G A.C.T. CH 111 -011 AFF. CF EX'G SEE DETAIL 1 /A13 CF EX'G 1 SEE DETAIL 1/A13 EX'G OFFICE ROOM w EXG t3 F CT CH CF EX'G EX'G EX'G A.C.T. IP -6" AFF EX'G EX'G STOCK AREA W EX'G B EX'G F EX'G CT N/A CH OPEN CF WA MISC NOTES -© 0 �O�4A2/10 i Ii% it-i w 1 03/19110 Fir Man" lr I ARID A4.0 i MIME L!• lost ®3/19/1® z r4 O tQ U J S3 A3. 03/19/10 ®C10 ...... NOTE: 4 AIM SEE SHEET A3.1 FOR HOH FLOOR COURTLINES LAYOUT. i•Ii ram ram _ 1 is _ _ � FuAIIMIIIIIIMOIMr I DIRECTION OF GRAIN SOFFIT ABOVE (D3/29/10 CFP -D SOFFIT ABOVE 03/19/10 GC. TO OFFSET FULL TILES ON STOREFRONT OPENING. LCL. OPENING TAY Ill I II 1 1 111 EX'G OFFICE ROOM w EX'G B EX'G F EX'G CT EX'G AC.T. CH 11' -6" AFF CF EX'G EX'G CORRIDOR w EX'G EX'G F EX'G CT WA CH OPEN CF WA HOH VESTIBULE w HP- 3MWC -2 5 HwB -1 HF -1 CT C14 EX'G ACT. IV -011 AFF CF EX'G SEE DETAIL 5/A13 23' -I1 I/2" V.I.F. AREA OF WOOD FLOORING HOH SALES AREA EMI S HP -1 HWS -1 HF -1 EX'G AC.T. 12' -0" AFF HP -3 NOTE: CEILING FINISH INCLUDES ACT. GRID AND DIFFUSERS FL SALES AREA W EX'G FP -1 B CT CH CF FWS -1 FT -1 EX'G AC.T. 12' -011 AFF PREFINISHED NOTE: TOUCH -UP WALL PAINT ONLY AS NEEDED EXTEND MALL FLOORING TO GRILLE CLOSURE LINE AS REQUIRED FP -1 SOFFIT ABOVE A 03 FINISH PLAN SCALE: 3/1 6" = 1' -0" FINISH NOTES PLAN KEY NOTES FINISH SCHEDULE SEE ELEVATIONS (SHEET A4.0) FOR 1-I01-4 SALES AREA FINISHES 1. REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR OTHER GENERAL CONDITIONS AND INFORMATION. 2. PROVIDE A SMOOTH AND LEVEL SURFACE THAT MEETS MANUFACTURERS INSTALLATION SPECIFICATIONS PRIOR TO INSTALLING ANY /ALL FLOORING MATERIALS. USE EPDXY BASED LEVELING COMPOUND, PATCH /SHIM ALL AREAS AS NECESSARY SO THAT NEW FLOORING MEETS LEVEL WITH ALL OTHER FLOORING SURFACES - MAX. SLOPE OF 1:20 3. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES SHALL BE SMOOTH AND FLUSH. PROVIDE I /8" THICK ZINC TRANSITION STRIP BETWEEN DISSIMILAR FLOOR FINISH MATERIALS. CHANGES N ELEVATION 1/4" TO 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:20 4. MALL COMMON FLOORING MATERIALS SHALL BE OBTAINED THROUGH THE LANDLORD AND BE INSTALLED PER LANDLORD SPECIFICATIONS 5. PROVIDE A WATERPROOF MEMBRANE AT TOILET ROOM UNDER SPECIFIED FLOORING THE MEMBRANE SHOULD CONTINUE UP WALLS A MINIMUM OF 4" AND MUST BE ROLL -OUT TYPE (NOBLESEAL OR EQUAL). 6. REFER TO STOREFRONT SHEETS FOR MORE INFORMATION ON STOREFRONT FINISHES. 1. WHERE STONE OR MARBLE FLOORING IS SPECIFIED. PROVIDE SEALANT AS SPECIFIED OR AS RECOMMENDED BY SUPPLIER S. FOR ALL VCT AND VINYL SASE: LEAVE A 2%. ATTIC STOCK ON JOB ,4T TURNOVER. 9. ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. 10. A MOISTURE TESTS MUST BE PERFORMED ON ALL CONCRETE SUB - FLOORS REGARDLESS OF GRADE LEVEL OR WHETHER OR NOT THE CONCRETE IS FRESHLY POURED OR IS CLASSIFIED AS AN OLDER SLAB. MOISTURE TESTING 51-1OULD BE PERFORMED BY ASTM F 1869 CALCIUM CHLORIDE TEST WITH MOISTURE LEVELS NOT TO EXCEED FIVE (5) POUNDS PER TWENTY -FOUR (24) HOURS PER ONE THOUSAND (1000) SQUARE FEET OR ASTM F 2110 IN SITE RELATIVE HUMIDITY TEST WITH READINGS WITH MOISTURE LEVELS WHEN MEASURED BY THIS METHOD, NOT EXCEED SEVENTY FIVE (15) PERCENT. 11. A WRITTEN MOISTURE TEST REPORT IS TO BE SUBMITTED TO THE PROJECT CONSTRUCTION MANAGER WITHIN (5) DAYS THE TEST IS ADMINISTERED. 12. ALL FINISHES TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 13. ALL DOORS AND FRAMES TO SE PAINTED ARE TO MATCH WALL COLOR OF ADJACENT WALL, UNLESS OTHERWISE NOTED. (2) SIDE BY SIDE WOOD PLANKS TO BE LAID PERPENDICULAR TO HON WOOD FLOORING WHERE FL SALES AREA TILE FLOORING TRANSITIONS TO NEW 1401-1 SALES AREA WOOD FLOORING. START OF TRANSITION TO BE ALIGNED WITH OUTSIDE EDGE OF BUILD -OUT DEFINING HON SPACE AND OF CURTAIN WALL ABOVE. FLOOR TRANSITION TO BE FLUSH. NOT USED GRAPHIC PANEL AT FITTING ROOM BENCH WALL, SEE DETAILS SHEET A13. 03/19/10 ROOM FINISH KEY ROOM NAME W WALL FINISH 03/11/10 WALL BASE F FLOOR FINISH CT CEILING TYPE CH CEILING HEIGHT CF CEILING FINISH MISC NOTES CALL OUT MANUFACTURER DESCRIPTION COMMENTS FURNISHED 51' INSTALLED 8Y 03/19/10 HOUSE OF HOOPS PAINT BENJAMIN MOORE WHITE CHOCOLATE OC -121 (EGGSHELL FINISH) WALLS TENANT G.C. TENANT G.C. BENJAMIN MOORE MINK 2112 -10 (EGGSHELL FINISH) WALLS, CEILING 4 SOFFIT TENANT G.C. TENANT G.C. HOUSE OF -LOOPS UJALL FINISI -I PLEXI -CLASS PANEL(5) REFER TO PLAN 4 ELEVATIONS TENANT G.C. TENANT G.C. FIXTURE VENDOR PRE- FINISHED WAINSCOT AND TRIM WALLS, CEILING 4 SOFFIT FIXTURE VENDOR TENANT G.C. 1 -LOUSE OF HOOPS FLOORING STORETLOORS ENGINEERED WOOD - CUSTOM DISTRESSED AMBER COURT STAINED AND SEALED, NO TOP COAT REFER TO PLAN EARL WASSERMAN 770 -512 -0021 TENANT TENANT G.C. FIXTURE VENDOR PREFINISHED WOOD BASE WHERE VISIBLE ONLY REFER TO INTERIOR ELEVATIONS FIXTURE VENDOR TENANT. G.G. FOOTLOCKER PAINT CD BENJAMIN MOORE INTERIOR READY -MIXED WHITE - SEE COMMENTS FOR FINISH EGGSHELL FINISH FOR THE WALLS FLAT FINISH FOR THE CEILING/ UNDER SOFFITS TENANT G.C. TENANT G.G. PT AI „. rhdl !1 11N DOOR ENAIJT fs.C. ENANT 6.C. DEVOE /GLIDDEN/ICI ICI 1614 DEEP ONYX/EGGSHELL (BLACK) MP'0ONN 01 /000 GRILLE OPENING TENANT G.C. TENANT G.C. FOOTLOCKER WALL FINISH FOOTLOCKER FLOORING CD CANCOS 24" x 24" SILVER TEC SATIN FINISH RECTIFIED PORCELAIN (3/8" THICK) GROUT: 1/16" JOINT: MAPEI KERACOLOR U Z4 1 ...it - !.►t L h : 1►I► = 4► • L1. • 9 - - •41 CI-14- O • MS • • _' ,: • TENANT -TILE TENANT G.C. -GROUT TENANT G.C. 1 X 4 POPLAR WOOD BASE PAINTED FP -2 _d1P4 rt-• REPAIR AS REQ'D TENANT G.G. TENANT G.C. �� • g IMPERIAL TEXTURE STANDARD EXCELON 12" X 12" X 1/8" REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 1 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR T3 2010 PERMIT CENTER FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO° Tricarico Architecture and Design Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO ARCH TE NICHOLAS J. TRICARICO STATE OF WASHINGT REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB /OWNER COMMENTS (CR) 04/1 2/1 0 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE FINISH PLAN. SHEET NO. A � ■ O DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE FINISH PLAN. SHEET NO. A � ■ O FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 W W W.tricarico.com ©2010 NICHOLAS J. TRICARICO NOTE: COURT LINES T WOOL PRIOR T FOR MORE INFO APPEARANCE MANAGER BE DISTRESSED WITH STEEL SEALING. SEE SPECIFICATIONS RMATION AND COORDINATE FINAL JITa -1 FOOT LOCKER PROJECT 111 -1 1/4" 9'-4 1/2" 24" MARKERS 12" SPACERS -_ -- MNIENENE M ii ilk YL1• i�.11�Jlir .11•Il�.11.i•�Ilf [(111 REVISIONS DESCRIPTION FIRST ISSUE 03/11/10 TENANT COMMENTS (CR) 03/29/10 HOUSE OF HOOPS COURTLINES PLAN SCALE: 3/16" = 1 ' -0" NOTE: GROUT JOINT MUST BE 1/16" MAXIMUM. ADVISE FL PM. OF ANY ISSUES WITH INSTALLATION. DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. F. PROJECT # : 100164 DRAWN BY: CR TENANT TILE (REFER TO FINISH SCHEDULE) RUBBER TRANSITION STRIP 5/8" G.W.B. OVER METAL STUDS -WOOD BASE. SEE FINISH SCHEDULE. 6" RUBBER TRANSITION STRIP CONTACT: DUSTIN MCCANNON EMAIL: DUST INOTHE INSCHMIDT.COM TEL (319) 154 -4135 GROUT (REFER TO FINISH SCHEDULE) NOT USED SCALE: BASE DETAIL SCALE: 311 = 1' -0" GROUT DETAIL SCALE: N.T.S. WOOD TO VCT SCALE: 3" = 1' -0" NOTE: G.C. TO CREATE SMOOTH, FLUSH TRANSITION BETWEEN TENANT AND LANDLORD FLOOR FINISH. METAL TRANSITION STRIP SCHLUTER SCHIENE -A SALES AREA TILE CONCRETE SLAB / WALL BUILD -OUT BEYOND WALL BUILD -OUT BEYOND HOH SALES AREA WOOD FLOORING 1st PERPENDICULAR WOOD PLANK ALIGNED WITH EDGE OF WALL BUILD -OUTS METAL TRANSITION STRIP SCHLUTER SCHI ENE -A REVIEWED FOR CODE COMPLIANCE APP-- OVED APR 21 2010 SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. MALL FLOORING NOTE: G.C. TO VERIFY WIDTH OF INDIVIDUAL WOOD PLANK IN FIELD. COORDINATE FINAL INSTALLATION WITH FL PM. SALES TILE FLASH PATCH MIN. 20 RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER SHEET NO. MALL TILE TO TILE SCALE: 3" = 11 -0" NOT USED SCALE: 3" = 1' -0" TILE TO WOOD SCALE: N.T.S. SOFFIT AND BUILD -OUT (ALL SIDES) HWf3 -1 SOFFIT (ALL SIDES) HOH -PK HO4 SALES AREA 1BEYOND OH -PL -L CHP -� COLUMN HON SALES AREA BEYOND -�► OH -PL -L tale G -FW -B 12' -0" AFF. - J B.O. EX'G AC.T. CLG 11' -6" AFF. B.O. CURTAIN WALL $ ea/29/10 9' -10" AFF. T.O. MILLWORK FIXTURE FILLER PANEL BEYOND HOH COLUMN FINISH, SEE DETAIL 8/Al2. +/ -1' -8" 1' FILLER PANEL BEYOND SOFFIT AND BUILD -OUT (ALL SIDES) SOFFIT (ALL SIDES) HOH -AP6 HOH -TEE FL SALES AREA BEYOND- HOH -PL -L COLUMN EMERGENCY LIGHT (WHITE FINISH) -FL SALES AREA BEYOND HOH -PL -L 1 1 HOH-APS HOH -AP6 I2' -0" AFF. - Y.I.F. J B.O. Ex'G A.C.T. CLG 11' -6" AF BA. CURF. TAIN WALL HOH COLUMN FINISH, SEE DETAIL 8/41.2. 9' -10" AFF. T.O. MILLWORK FIXTURE INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" 11' -0" AFF. - V.I.F. B.O. EX'G A.C.T. CLG STOCKROOM HOH FITTING ROOM HOH VESTIBULE VISIBLE WALL ONLY 12' -0" AFF. V.I.F. J B.O. EX'G A.C.T. CLG 03 /29/10 I1' -6" AFF. HOH -AP4 HON-HAMS HOH -AP6 HOH -TEE HOH -5G +/ -1' -4 1/2" FILLER PANEL B.O. CURTAIN WALL 9' -10" AFF. T.U. MILLWORK FIXTURE HP -3 SOFFIT AND BUILD -OUT (ALL SIDES) FL SALES AREA el INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" ED NOT USED CASED OPENING. REFER TO CONSTRUCTION DETAILS. NOT USED NOTE: NELU k 401—I WALL SASE TO SE LOCATED IN AREAS WHERE VISIBLE ONL'1'. FIELD VERIFY LENGTHS OF WALL E3ASE (TYF). NOTE: REFER TO MILLWORK S1 --IOF DRAWINGS FOR ADDITIONAL INFORMATION ON I-1Q1 —I WALL FIXTURES, (TrF). INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" 12' -0 APP. - B.O. EX'G A.C.T. CLG 9' -10" AFF. T.O. MILLWORK FIXTURE HP -1 VISIBLE WALL ONLY 9 \ 2 / vES '( ULE 101-AP8 HOH -F1^1 4S HOH -FWWB 101-AP8 VESTI LE z • 0_ j0 'p aQ u x W +/ -2' -6" FILLER PANEL HWB -1 ,- 12' -0" AFF. - Y.IF. N B.O. EX'G A.C.T. CLG 11' -6" AFF. 2)312211° B.O. CURTAIN WALL L 9' -10" AFF. T.O. MILLWORK FIXTURE SOFFIT AND BUILD -OUT (ALL SIDES) FL SALES AREA ELEVATION KEY NOTES VISIBLE WALL ONLY W13)-/-1 HOH -PK HOH -APS HOH -AP6 HOH -FWWB HOH -AP4 >~ HOH VESTIBULE INA +/- ' -4 1/2" FILLER PANEL 1l' -0" A.F.P. B.O. EX'G A.C.T. CLG STOCK AREA REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 City of Tukwila BUILDING DIVISInig RECEIVED CITY OF TUKWILA APR r? 2010 PERMIT CENTER INTERIOR ELEVATION SCALE• 1 14" = 1' -0 SCALE: 1 /4" = 1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB /OWNER COMMENTS (CR) 04/12/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWI LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE INTERIOR ELEVATIONS A4 NO. T ■ DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWI LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE INTERIOR ELEVATIONS A4 NO. T ■ 153' -4 3/4" LEASE LINE DIMENSION ADJACENT TENANT MOM EX'G TOILET ROOM E) G OFFICE 241_0" 24'_0" 24' -0" 24' -0" 24' -0" 14014 FITTING ROOM I--. ( 140H VESTIBULE Ft LL PANEL 19' -3" 31-4" 3 PANELS 21 PANELS a 2' -0" = 422' -0" MEWS SHOE UJALL 1 -5' 03,2910 6' -0" NAT UJALL RE- INSTALLED EX'G POSTS 4 PANELS .4 E)4' X 12' E) 4' X 12' x N x d• tY 4' HR . 4 I4 . 4'H- 4'X12' .4'X12 4'X12' 4'X12' 4'X12' 4'X1' 4'X12' 4'X12' 3'X12' 2 cfra X 3'X12113'X12 U 14 4' X 10'(E) 13 4' X 10'(E) 11 0 2 rE) 4'X12' 4'X12' 0)4' J � 4'X 12' 4'XIT LEl � 4'X12' rE) 4'X12' rE) 4'X12' (AI X12' 0)4' X 12' 0)4' X 12' m4' X 12' 0)4' X 12' 0)4' X 12' 0)4' X 12' 0)4' X 12' LE3i X 12' x me m 0 z� 2 4•6H= FA1-4N SOH- FR>%i' `\i i HOH -FRD AI re 4'X12' m) 4'X12' 4'X12' (E) re) 4'X12' 4'X12' 4'X12' 4'X12' (E rE (E) 4'X12' r 3'X12' 4'X12' `E) 4'X12' (E) 4'X12' !El 4'X12' (F) 4'X12' .E) 4' X1121 _ 12' 4'X12' [E) [EJ 4'X12' LE1 3'X12' /Ei 4'X12' 4'X12' 4'X12' 4`X12' 4'X12' 4'X12' 4'X12' 4'X12' 3'X12' (E) (E) (E) (E) rE) (Z (E) (E) (E) 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 4'X12' 3'X12' EX'G STOCK AREA re 4'X12' 4'X12' )4'X12' 4'X12' 0)4' E) 4'X12' 4'X12' (E)4'X12' 4'X12' 4'X12' 4'X12' rE 4'X12' !e) 4'X12' 0)4' E) 4'X12' (E 4'X12' (E,4' re) 3'X12' rp) 4'X12' (F.)4' E) LE) (14'X12' 1 (EJ 4'X12' 4'X12' MI 4'X12' LE) 4'X12' LE) 4'X12' LE) 4'X12' LE) 3'X12' LE) 2 4'X12' (E) 4'X,12' 0)4' E) 4'X12' 0)4' E) EJ 4'X12' 0)4' 4'X12' rE) CE) 4'X12' 4'X12' 0,4' E) JE) 41X12' 4'X12' (.241 E1 4'X12' 0)4' E) 3'X12' (E) E) 4'X12' 0)4' .. [E/ 4'X12' , LE) 4'X12' lE) 4'X12' 1E) 4'X12' :E) 4'X12' LE) 4'X12' 4'X12' [E) _ 4'X12' (E) (E) 4'X12' 3'X12' LE) 15 — 6, -w - rU Ii-- -- a — ul- -w — i - - — u1 -i^u --a l — -- w— • 7 - — --a- - _a- N4 is 0 • 0 @ 9 0 0 0 0 0 9 0 00 00 00 00 0• 0 00 0 X -_ 2( X X X X X X X X X X 2( X X X X X X X X X X X X X X 2 W mW m�m� R A il A A R A A tu c,1 isi �� aS all X131 dS% � NN �� � �1 3571 :IS I aS1 tt "t X�X F_r .. E T E E E E E X X E F F E __ _ _ _____________._ @@ 0 �@ @@ _0@ e_a _�} 00 00 e0 00 e@ 0• 0 @ ~ -• ~•` • •''•, ` -•• L ••••�•••• •♦••• X X X X X X X X X X X X ` X X X X X X X X X X X X X `- w W w - III 111 Li 111 U1 ill W ywx Ll 111 lll U! - Ul Ul 11J LU tlt 1U lll W LLl lll !ll W !ll k.. CV Ill W !ll cV N .'X it EE E i. E TE X EE EE EE E Er �E E 0 0 0@ @ 0 @@ 9@ 0 0 0 0 @C) 0 0 00 00 A 0 0 � X( X X X X X X X X X X "t ? 2C x 5-'<x X X x x X x X X x u4— �� r• — :� .` a ■a- ..... ............... ........... .. . . .......... .... ...:- ::•:........- ........:..i. .. ... ... ,.-.•': :..................:e::,.:-1:.: _...:: FOOT LOCKER. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 , 4rA AllirAer a 1'1 Y i I EX'G RECESSED LIGHT FIXTURE REFER TO SHEET 46.0 MANUFACTURER'S RAIL SYSTEM ATTACHED TO CEILING AT EACH METAL FRAMING STUD W/ *8 SCREWS (TYP). BACK RAIL TO BE MOUNTED NOT LESS THAN 1" FROM EDGE OF SOFFIT. ARCHITECT: TRIO ICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO 12' -0" EX'G V.IF. TENANT SALES 4 E4 EXISTING RECESSED POWNLIGHT(S) 5' -3 1/4" 3'-1 1/4" EX'G GLASS CABLE ATTACHED TOP AND BOTTOM TO RAIL SYSTEM EXISTING TRACK WITH RELOCATED LIGHT FIXTURES SI ?OLAS J. TRICARI T:�:T OF WASHIN MANUFACTURER'S RAIL SYSTEM ATTACHED TO FLOOR BELOW AND CEILING ABOVE (TYP) MANUFACTURER'S RAIL SYSTEM ATTACHED TO FLOOR W/ *5 SCREWS AND EXPANSION ANCHORS AT 10" O.C. (TYP) EXISTING FLOATING SHOE WALL TO BE RE- INSTALLED BY GC AFTER COMPLETION OF NEW FINISHES. FIXTURE 15 TO BE INSTALLED IN WINDOW ON MEN'S SIDE OF STORE AS SHOWN. TOP RAIL TO BE MOUNTED AT LEAST 3" CLEAR OF LIGHT FIXTURES AND SPRINKLER HEADS. BOTTOM SHELF TO BE MOUNTED 1' AP.F. REVISIONS DESCRIPTION FIRST ISSUE 03/11/10 TENANT COMMENTS (CR) 03/29/10 FLOATING SHOE WALL SECTION SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" 1 ' t � I l 1/ 1' 1 1 1 RECESSED DUPLEX MOUNTED 9' -6" A. O.G. FOR LIGHTED FIXTURE (NOT T. FOR EAGI4 FIXTURE). SEE E1.0 FOR LOCATIONS. SEE SI-4T. A6.0 FIN. CLG RECESSED DUPLEX MOUNTED ID 9' -6" AFF. O.C. FOR LIGHTED FIXTURE (NOT TYP. FOR EACH FIXTURE). SEE E1.0 FOR LOCATIONS. SEE SHT. A6.0 FIN. CLG SEE 51-IT. A6.0 FIN. CLG SEE SHT. A6.0 CURTAIN WALL 9' -10" A.F.F. T.O. FIXTURE SEE Si-ff. A6.0 FIN. CLG SEE 51-IT. A6.0 CURTAIN WALL S' -10" A.F.F. AL T.O. FIXTURE VALANCE ASSEMBLY VALANCE ASSEMBLY VALANCE ASSEMBLY VALANCE ASSEMBLY ALIGN FIXTURE WITH INSIDE OF CURTAIN WALL —ALIGN FIXTURE WITH INSIDE OF CURTAIN WALL DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. F i-. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR LIGHTED HEADER ASSEMBLY NOTE: WALL FIXTURES SHOWN FOR REFERENCE ONLY, REFER TO VENDOR SHOP DRAWINGS FOR ALL WALL FIXTURE SPECIFICATIONS. LIGHTED HEADER ASSEMBLY HEADER ASSEMBLY UPRIGHT ASSEMBLY (BEYOND) VALANCE ASSEMBLY HEADER ASSEMBLY UPRIGHT ASSEMBLY (BEYOND) SIGNAGE VALANCE ASSEMBLY LIGHTED HEADER ASSEMBLY UPRIGHT ASSEMBLY (BEYOND) LIGHTED SHELF ASSEMBLY CUBBY SHELF PROJECT TITLE f" SIGNAGE WALL PANEL ASSEMBLY BACK WALL ASSEMBLY REVIEWED FOR CODE COMPLIANC A a WinVED APR 2 1 2010 BOTTOM SHELF ASSEMBLY NEW BUILD -OUT BEYOND NEW BUILD- BEYOND SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 BOTTOM 51-ELF ASSEMBLY -BASE ASSEMBLY FIN. FLOOR BASE ASSEMBLY =BASE ASSEMBLY -START OF WOOD FLOORING TO ALIGN WITH VERTICAL BUILD -OUT. BASE ASSEMBLY BASE ASSEMBLY STORE NO. START OF WOOD FLOORING TO ALIGN WITH VERTICAL BUILD -OUT. FIN. FLOOR FN. FLOOR FL SALES TILE FLOOR FIN. FLOOR WOOD FLOORING (2-PERPENDICULAR PLANKS) RECEIVED CITY OF TUKWILA APR 1 2010 PERMIT CENTER SECTION - FOOTWEAR UNIT SECTION APPAREL UNIT SECTION - TSHIRT/S1GN UNIT SECTION - APPAREL/PROKICKS UNIT SHEET NO. HOH WALL FIXTURE SECTIONS SCALE: 3/4 " =1' -0" CASHWRAP PLAN NOT USED 3' -1" 3' -6" 3' -1" 1' -11 1/2" 2' -511 1' -11 1/2" 2' -5" 1' -5" v -S" NOTE: SEE ELECTRICAL PLANS FOR POWER 4 SIGNAL REQUIREMENTS NOTE: CASI-IWRAP DETAILS ARE FOR REFERENCE ONLY. G.C. TO VERIFY W I TI-I FIXTURE VENDOR FOR PROVIDED INSTALLATION PACKAGE INFORMATION. •1' -511 2' -5" 2'-l" 2' -5" U tk to z 1- a WRITING SURFACE A - ELEVATION 5' -011 WRITING SURFACE 51 -011 2' -T" 2' -5" / WRITING SURFACE WRITING SURFACE WRITING SURFACE / 0 8 - ELEVATION 0 C - ELEVATION NOTE: C4SI -IWRAP DETAILS ARE FOR REFERENCE ONLY. C.C. TO VERIFY WITI -I FIXTURE VENDOR FOR PROVIDED INSTALLATION PACKAGE INFORMATION. SCALE: 3/4 " =1' -0" CASHWRAP REAR ELEVATION SCALE: 3/4 " =1' -0" ANGLED WRITIN SURFACE 1 "00000000000000000.. 000000000000.. "00000000000000000.. " • 00000000000000 000000000000000 •1 ANGLED / WRITING SURFACE A ELEVATION WRITING SURFACE ANGLED N ANGLED WRITING URFACE 000000000 00000000000000 00000000000 0000000000000 00000000000 00000000000 00000000000 00000000000 00000000000 0000000000000 00000000000o 0000000000000 0000000000000 0000000000000 00000000000000000000000000 00000000000 0000000000000 00000000000 000000000000o 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 n 00 0 WRITING SURFACE WRITING SURFACE "00000000000000000" "00000000000000000" "0.000000000000000" "00000000000000000" ..0000000000000000... 00000000000000.. b....0000000000000000" "0000000000000000" 000.. "00000000000000000" ...0 00000000000 ,.. "00000000000000000" ...0000000000000000•• 0000000000000000.. 0••.00000000000000.0.• .• 0000000000 0 ..00000000000000000• - •. 0000000000000000. ••00000000000000000•. 0000000000000.•. . ' e 0000000000000 Gee.. ••0000000000000ooee.. "0000000000000000." "00000000000000000" "00000000000000000" "0000000000000000•" "00000000000000000" .0000000000000000•• O O WRITING SURFACE 0000000000000800 . 0000000000000 000000000000000 00000000000000. 000000000000000 1.0000000000000. 000000000000000 000000000000..•000 000000000000000 000000000000000 .00000000000000 000000000000000 .00000000000000 000000000000000 000000000000000 • 000000000000• 000000000000000 000000000000000 .00000000000000 •00000000000000 000000000000000 n rx) ,..00 0000000000000000.' ..0:00000000000000... 0000000000000.... 0 .0.0000000000000.. .. ..0000000000000 . 00000000000,... 00000000000000 ..0.000000000000000"0' 0000000000000. ••00000000000000000 ,000000000000. ..00000000000000000 00000000000000 ..0 0000000000o000.- 00000000000000 .000000000000000000 0000000000000 ..00000000000000000 00000000000000 .00000000000000000. - 0000000000000.00 0000000ooee.o.. 0000000000000. .. 0,00000000000.0.. 00000000000000 .. 0000000000000000.. 000000000000. .. 0000000000000000•. 00000000000000 •.0.00000000000000°.• 00000000000000 "0.0000000000000.0.. 00000000000000 "00000000000000000.. 00000000000000 ..00000000000000000.. 00000000000000 "00000000000000000" 0000000000000. •• 0000000000000000.x. 00000000000000 ...0 000000000000.... 0000000000000. "00000000000000000.. 00000000000000 .00.00000000000000... 00000000000000 "00000000300000000.. n or, 2 c ANGLED WRITING URFACE 0000000000.010 0000000000 000000000000 o0000000000 000000000000 00000000000 000000000000 00000000000 0000000000,0 00000000000 000000000000 o00000000eo 000000000000 00000000000 0000000000000000000000000 000000000000 00000000000 0000000000,0 o000000000, 0000000000.. 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 0000000000. 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 t N "000000000000000... .000000000000000000.. 0 .0000000000000000... .00000000000000000.. • ...0 00000000000000.• 000000000000000.. 03/11 /10 SCALE: 0000000000X.0000000000000000 •• . oo000O00O00ooeo.. 25000000000000 00000000000 00 00000000000 00 0000000000 00000000000 000000000000000 ..00000000000000000“ 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 "00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 "0000000000000000." 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ..0.000000000000000•. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ..00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ..00 00000000000000.. 00000000000 00000000000 00000000000 0000000000 0000000000c00000000000000000 00 *.•00000000000oe....0.0 00000000000 00 00000000000 00 00000000000 00 0000000000 00000000000 000000000000000 '..00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ..000000000000000.... 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 "000000000000000•0" 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ..0.000000000000000•. 00000000000 00000000000 00000000000. 0000000000 00000000000 000000000000000 .•..0000000000000.0.. 00000000000 00000000000 00000000000 000000000o 00000000000 00000000000000 .. 00000000000000°0.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 0.00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 .•00000000000000000•. 00000000000 00000000000 00000000000 0000000000 0000000.0000 000000000000000 "00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 "04.00000000000000o.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 •.00000000000000000.. 00000000000 00000000000 00000000000 0000000000 00000000000 000000000000000 ....000000000000000" 00000000000 00000000000 00000000000 0000000000 0000000000 n[) 0000000 0000000 1%0 00000000000000000.• 0.n 00000200000 nn 0000000000o n on 00000000000 n n0 0000000000 n 0000000000 00000000000 ..0.0000000000000.0.. A ELEVATION WRITING SURFACE ANGLED N ANGLED WRITING URFACE 000000000 00000000000000 00000000000 0000000000000 00000000000 00000000000 00000000000 00000000000 00000000000 0000000000000 00000000000o 0000000000000 0000000000000 0000000000000 00000000000000000000000000 00000000000 0000000000000 00000000000 000000000000o 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 00000000000 0000000000000 n 00 0 WRITING SURFACE WRITING SURFACE "00000000000000000" "00000000000000000" "0.000000000000000" "00000000000000000" ..0000000000000000... 00000000000000.. b....0000000000000000" "0000000000000000" 000.. "00000000000000000" ...0 00000000000 ,.. "00000000000000000" ...0000000000000000•• 0000000000000000.. 0••.00000000000000.0.• .• 0000000000 0 ..00000000000000000• - •. 0000000000000000. ••00000000000000000•. 0000000000000.•. . ' e 0000000000000 Gee.. ••0000000000000ooee.. "0000000000000000." "00000000000000000" "00000000000000000" "0000000000000000•" "00000000000000000" .0000000000000000•• O O WRITING SURFACE 0000000000000800 . 0000000000000 000000000000000 00000000000000. 000000000000000 1.0000000000000. 000000000000000 000000000000..•000 000000000000000 000000000000000 .00000000000000 000000000000000 .00000000000000 000000000000000 000000000000000 • 000000000000• 000000000000000 000000000000000 .00000000000000 •00000000000000 000000000000000 n rx) ,..00 0000000000000000.' ..0:00000000000000... 0000000000000.... 0 .0.0000000000000.. .. ..0000000000000 . 00000000000,... 00000000000000 ..0.000000000000000"0' 0000000000000. ••00000000000000000 ,000000000000. ..00000000000000000 00000000000000 ..0 0000000000o000.- 00000000000000 .000000000000000000 0000000000000 ..00000000000000000 00000000000000 .00000000000000000. - 0000000000000.00 0000000ooee.o.. 0000000000000. .. 0,00000000000.0.. 00000000000000 .. 0000000000000000.. 000000000000. .. 0000000000000000•. 00000000000000 •.0.00000000000000°.• 00000000000000 "0.0000000000000.0.. 00000000000000 "00000000000000000.. 00000000000000 ..00000000000000000.. 00000000000000 "00000000000000000" 0000000000000. •• 0000000000000000.x. 00000000000000 ...0 000000000000.... 0000000000000. "00000000000000000.. 00000000000000 .00.00000000000000... 00000000000000 "00000000300000000.. n or, 2 c ANGLED WRITING URFACE 0000000000.010 0000000000 000000000000 o0000000000 000000000000 00000000000 000000000000 00000000000 0000000000,0 00000000000 000000000000 o00000000eo 000000000000 00000000000 0000000000000000000000000 000000000000 00000000000 0000000000,0 o000000000, 0000000000.. 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 000000000000 0000000000. 000000000000 00000000000 000000000000 00000000000 000000000000 00000000000 t N "000000000000000... .000000000000000000.. 0 .0000000000000000... .00000000000000000.. C - ELEVATION 8 - ELEVATION NOTE: CAST- IWI'AP DETAILS ARE FOR REFERENCE ONLY. G.C. TO VERIFY WITI -I FIXTURE VENDOR FOR PROVIDED INSTALLATION PACKAGE INFORMATION. REVIEWED FOR CODE COMPLIANCE APB* (WED APR 2 1 MO City of Tukwila BUILDING DI I l(im RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER CASHWRAP FRONT ELEVATION SCALE: 3/4 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 • ARCHITECT: TRIG IC Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 "00000000000000000" 000000000000x:.. 03/11 /10 SCALE: 0000000000°000000000000" 7180 SQ. FT. 0000000000 00 00000000000 6 ..000000000000000.... 00000000000000000000000 PROJECT # : 0000000000 00000000000 CR 0000000000 00000000000 ..0000000000000000... 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 "0000000000000000." 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 00000000000000000.. 0000000000000 00000000000 0000000000 00000000000 0000000000. 00000000000 ....00000000000000... 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 ..00000000000000000.. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 .•00000000000000000•• 00000000000000 00000000000 0000000000 00 00000000000 00 0000000000000000000000000"000000000000000.0"0 00000000000000000000000000 0000000000 00000000000 0000000000 00000000000 "0000000000000000“. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 .0 000000000000.0.. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 .. 0000000000000000•• 00000000000000 00000000000 0000000000 00000000000. 0000000000 00000000000 "00000000000000000" 0000000000000o 00000000000 0000000000 00000000000 0000000000 00000000000 •.00000000000000000 -. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 "0000000000000000." 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 ..0.000000000000000.. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 ..00000000000000000.. 00000000000000 00000000000 0000000000 00000000000 0000000000 0000000000 ...0000000000000000“ 00000000000000 00000000000 .000000000 00000000000 0000000000 0000000000 .•00000000000000000.. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 ..0.0000000000000.0.. 00000000000000 00000000000 0000000000 00000000000 0000000000 00000000000 •.00000000000000000.• 00000000000000 00000000000 0000080000 no 00000000000 n n 0 0000R00000 n 0000000000 n n 040 ..0000002000000e0.. 00 000000R0000000 ry�( 0000200000 j • • • 1 • • • • C - ELEVATION 8 - ELEVATION NOTE: CAST- IWI'AP DETAILS ARE FOR REFERENCE ONLY. G.C. TO VERIFY WITI -I FIXTURE VENDOR FOR PROVIDED INSTALLATION PACKAGE INFORMATION. REVIEWED FOR CODE COMPLIANCE APB* (WED APR 2 1 MO City of Tukwila BUILDING DI I l(im RECEIVED CITY OF TUKWILA APR 1 3 2010 PERMIT CENTER CASHWRAP FRONT ELEVATION SCALE: 3/4 " =1' -0" FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 • ARCHITECT: TRIG IC Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CASHWRAP DETAILS SHEET NO. A5.2 DATE: 03/11 /10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KWI LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE CASHWRAP DETAILS SHEET NO. A5.2 C'D 0-1 153' -4 3/4" LEASE LINE DIMENSION 24' -0" 241 -0" 24' -0" 24' -0" CL -3 a 8' -0" AFF. CL -I * 11' -0 "AFF CL-1+ IP -0 "AFF CL -2 ® 12' -0 °AFF CL -1 i 12' -0 "AFF 23' -1l 3/5" EX'G A.C.T. GRID FI -4(E) -- -L-1-- Fl (E) I! IMY�A��Gi'ii�ifi8 Q ----iiimial II F9- 111E1 121,t.rE170111111 ME E.QE ° 11.11 iiiitlIPMEOMINIIIMINI 21 ro iE�� i aria L___i___i__Li IlrillIKELFAILiAll_ _ III Mill: 1:11111 1 111 It 0 1115111 II • III iiillillii ii 1111COMIE44: El II 11111111111111:011: III Co lienTrlin....0 !I • Om r;Zlire'"1 Dr11-"ME!'" 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G N) G7(E) G G G- E) G U) C7(E) ca, G ) 1. �2 � �' ® � �� �2 1=2 -EM 8 .. .■ A � (R) (E) 1 G-1(R G?!i2J <C> O d C! � t3 F2 F2 F2 F2 F ><F2 (E1 UNE EMI EMI CL -3 g Il' -5" AFF CL -3 a 9' -3" AFF NIL -o 0 F2 =2 F2 -EM `F2 'F2 F2 LA 1 1 If>< a ... .. _ • azrra ,Tai n �i�� % �. raM En .. (,) ME ...... .. A A' X 0- . _,,„., . i • 0 C 0 �71w =2 F2 F2 F2 F2 Q- DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR (E (E IN ER Ell II Kg Prg MI EN NMI IIIIII X C7(fRo <> • IsiL V-9" ._ / NI NM LI tT'P. G N) G7(E) G G G- E) G U) C7(E) ca, G ) 1. �2 � �' ® � �� �2 1=2 -EM 8 .. .■ A � (R) (E) 1 G-1(R G?!i2J <C> O d C! � t3 F2 F2 F2 F2 F ><F2 (E1 UNE EMI EMI CL -3 g Il' -5" AFF CL -3 a 9' -3" AFF NIL -o 0 F2 =2 F2 -EM `F2 'F2 F2 LA 1 1 If>< a ... .. _ • azrra ,Tai n �i�� % �. raM En .. (,) ME ...... .. A A' X 0- . _,,„., . i • 0 C 0 �71w =2 F2 F2 F2 F2 Q- "E. • INN ...... OM 151,1 NMI (El mitirgifinnism4rAwmoran - J- IM 111=11111C111 1 . ill ir 03/19/10 O O m �' G�(W e \ . a-� TFtE1 G7 2 lO F2 > D 2 2 F2 -, .. ><F2 (E . .. .. .. T ... .■ ■. .. .� �) C%1 CE) G ) c-U ) G1) G E) ) c.7(F) �) TYP. 11 1 U 1 m 1 1 CL -3 e 11' -S" AFF' 04/f2A0 CL -1 e 11' -0" AFF. r CL -i e 11' -0 "AFF CL -2 6 12' -0 "AFF CL -4 6 II' -6 "AFF CL -1 6 12' -0 "AFF MECHANICAL NOTE: EXISTING 1-4VAC SYSTEM INCLUDING MAIN /BRANCH DUCTS, THERMOSTATS, DIFFUSERS AND GRILLES TO }REMAIN. G.G. TO VERIFY CONDITION OF ALL EXISTR'G EQUIPMENT AND BRING TO " LIKE NEW" CONDITION. CLEAN EX'G MECHANICAL UNIT FILTERS AND COILS AND WIPE DOWN DIFFUSERS AFTER JOB COMPLETION. REVIEWED FOR ODE COMPLIANC APR 21 2010 City of Tukwila BUI N(nwi�in� REFLECTED CEILING PLAN SCALE: 3/16" = 1' -0" FL LIGHT FIXTURE SCHEDULE WASH & RE -LAMP ALL EX'G TO REMAIN LIGHT FIXTURES IN SALES AREA. CEILING FIXTURE SCHEDULE REFLECTED CEILING PLAN NOTES CEILING TYPE SCHEDULE SYMBOL NEW REMOVED TOTAL QTY. LAMP /DESCRIPTION TYPE SYMBOL MANUFACTURER DESCRIPTION 0 0 19 MM1328TOTELB - 8' - (2) 32UJ T8 LAMP TANDEM FLUORESCENT STRIP RE -LAMP ONLY AS REQUIRED SW JBL SJ -1: SUB WOOFER (BLACK FINISH - HOH AREA) 0 21 MM1320CTELBI2 - 4' - (1) 32W T8 LAMP FLUORESCENT STRIP RE -LAMP ONLY AS REQUIRED SP JBL SJ -2: SPEAKER/ SOUND SHALL NOT BE HEARD FROM 15' OR LESS FROM LEASE LINE. (BLACK FINISH - H01-I AREA) 20 31 54E340- 5IAX -9 -ELB RECESSED 2'x2' FLUORESCENT FIXTURE W/ (3) F405XSPX35 40W BIAX LAMP* 42" LCD MONITOR RECESSED 2'x4' FLUORESCENT FIXTURE. VERIFY LAMP TYPE IN FIELD RE -LAMP ONLY AS REQUIRED BANNER TRACK SYSTEM O 0 14 RECESSED COMPACT FLUORESCENT DOWNLIGHT VERIFY LAMP TYPE N FIELD* RETURN AIR GRILLE OR DUCT, SEE M1.0 FOR MORE INFO. 0 6 32 CON -TECH CTL1011WW -5 W/ 23366 PHILIPS MI- IC10/U/MP /3K/ALTO LAMP* (10 WATT, ED11 METAL HALIDE) X SUPPLY AIR DIFFUSER, SEE M1.0 FOR MORE INFO. EXISTING T'SWH (8' LTH) JUNO *T6WH (6' LTH) CHANNEL *T4W1-1 (4' LTH) TRACK aT2W1-1 (2' LTH) SPRING LOADED ATTACHMENT MOUNT DIRECTLY TO LAY -IN CEILING EXISTING SPRINKLER HEAD EXISTING SPRINKLER HEAD TO BE RELOCATED, AS REQUIRED. V.I.F. EXISTING FAN /LIGHT COMBINATION FIXTURE 0 1 EXISTING EXIT LIGHT W/ BATTERY PACK 0 EXISTING COMBINATION EXIT LIGHT WITH TWO SIDE - MOUNTED LIGHTING HEADS W/ BATTERY PACK EXISTING SURFACE MOUNTED EMERGENCY LIGHT (E) = EXISTING LIGHT TO REMAIN - VERIFY EXIST NG QUANTITIES NL = DENOTES NIGHT LIGHT (R) = EXISTING LIGHT TO BE RELOCATED- VERIFY EXISTING QUANTITIES EM = DENOTES EMERGENCY LIGHT HOH LIGHT FIXTURE SCHEDULE NOTE: ALL HOH LIGHT FIXTURES ARE SYMBOL MANUFACTURER DESCRIPTION LAMP LSI INDUSTRIES CHTSM -42 -CFL - UE- GBK- AI8EN -LDS96 SURFACE MOUNT, FINISH: BRUSHED ALUMINUM W/ BLACK NECK 42W CFL AMERLUX SELUX CYLT- 20- MM- CDM -TM -MINI MASTER COLOR -E- 120 -CL BLACK TEXTURE. MlR1- lT8- OD -RC- 004 -W1-1- 120 -FW: FLUORESCENT STRIP W/ CONTINUOUS FLANGE, ROTATING CROSSBAR MOUNTING PHILIPS 20W CDM -tM MINI MASTERCOLOR (I) F032/T8 FLUORESCENT LAMP L REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR OTHER GENERAL CONDITIONS AND INFORMATION. 2. EXISTING FIRE PROTECTION SYSTEM TO REMAIN W/MODIFICATIONS AS DETERMINED WITH AUTHORITIES HAYING JURISDICTION. 3. RAISE SPRINKLER HEADS ABOVE THE PLANE OF THE LIGHT FIXTURES. COORDINATE MODIFICATIONS WITH TENANT'S PROJECT MANAGER. 4. RAISE / INSTALL AIR REGISTERS ABOVE THE PLANE OF THE LIGHT FIXTURES. REFER TO MECHANICAL PLANS FOR LOCATIONS. 5. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR LIGHT FIXTURE, UN.O. 6. PROVIDE LATERAL BRACING FOR SUSPENDED CEILING SYSTEMS AND ADDITIONAL HANGERS AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. 1. LIGHTING VENDOR TO SUPPLY 20% ADDITIONAL LAMPS WITH LIGHT FIXTURES S. ARCHITECTURAL DRAWINGS DETERMINE THE LOCATION OF LUMINAIRES AND SUPERCEDE ALL OTHERS, TYP. UN.O.. 9. REFER TO MECHANICAL DRAWINGS FOR SUSPENDED MECHANICAL DUCTWORK DISTRIBUTION SYSTEM. 10. PROVIDE NON - COMBUSTIBLE BLOCKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL COMPONENTS. COORDINATE KCP VENDOR.. 11. COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR 12. PROVIDE ACCESS DOORS FOR PLUMBING, ELECTRICAL, ETC. AS REQUIRED TO ACCESS EQUIPMENT OR CONTROLS COORDINATE WITH LANDLORD, LOCATIONS TO BE APPROVED BY KCP. 13. ALL RIGID CONDUIT AND JUNCTION BOXES TO BE RUN TIGHT TO DECK IN A CLEAN AND ORDERLY FASHION. 14. ALL FIRE SPRINKLER AND ROOF MODIFICATION MUST BE PERFORMED AND COORDINATED WITH LANDLORD'S CONTRACTOR SUBMIT ALL /ANY CHANGES TO THE EXISTING FIRE SPRINKLER SYSTEM TO THE APPROPRIATE FIRE DEPARTMENT FOR APPROVAL PRIOR TO DOING WORK 15. ALL EXPOSED CONTAINMENT AND CONDUIT PIPING TO BE PAINTED TO MATCH ADJACENT SURFACE. 16. TENANT IMPROVEMENTS ARE NOT PERMITTED TO ATTACH TO, SUSPEND FROM, OR PENETRATE THROUGH THE FLOOR OR ROOF DECK ABOVE WITHOUT THE LANDLORD'S PRIOR WRITTEN APPROVAL. ATTACHMENT TO OR SUSPENSION FROM THE JOIST TOP CHORD OR OTHER STRUCTURAL COMPONENTS IS PERMITTED. 11. VERIFY SPEAKER LOCATIONS AND MOUNTING HEIGHTS WITH TENANT'S PROJECT MANAGER PRIOR TO INSTALLATION. 18. NO WORK FOR EXISTING LIGHTING THAT 15 SCHEDULED TO REMAIN. NOTE: G.C. TO VERIFY LOCATIONS OF ALL EXISTING EMERGENCY AND NIGHT LIGHT FIXTURES. G.G. TO VERIFY ALL EMERGENCY AND NIGHT LIGHTS ARE OPERATIONAL, REPAIR AND /OR REPLACE LAMPS AND PACKS AS REQUIRED. COORDINATE ANY REQUIRED WORK WITH FOOTLOCKER C1" 1. CALLOUT DESCRIPITION CL -X 6 X' -XX" A.F.F. CL -1 EXISTING 2' X 2' ACOUST. TILE ON EXISTING EXPOSED TEE GRID e HEIGHT INDICATED ON PLANS. TENANT G.C. TO REPLACE ANY DAMAGED AND /OR DIRTY CEILING TILES IN FOOTLOCKER SALES AREA ONLY. CL -2 EXISTING 2' X 2' ACOUST. TILE ON EXISTING EXPOSED TEE GRID 6 HEIGHT INDICATED ON PLANS. TENANT G.C. TO PAINT EXISTING CEILING TILES AND GRID. REFER TO FINISH PLAN FOR PAINT SPECIFICATION. CL -3 EXISTING G.W.B. ON MTL. FRAMING AT HEIGHT INDICATED ON PLAN. PATCH, REPAIR, 4 TOUCH -UP PAINT AS REQUIRED TO BRING TO "LIKE NEW" CONDITION. CL -4 CURTAIN WALL: NEW G.WB. ON MTL. FRAMING AT HEIGHT INDICATED ON PLAN. SEE DETAIL 11 /Al2 FOR MORE INFORMATION. CL -5 EXISTING EXPOSED STRUCTURAL DECK. NO NEW CEILING, CLEAN EXISTING STRUCTURE, DECK AND ANY EXISTING DUCTWORK / EQUIPMENT TO REMAIN. NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. SEE FINISH PLAN FOR ADDITIONAL INFORMATION ON CEILING FINISHES. PLAN KEY NOTES L IGHTOL IER 8091DCCDW- 114215U: RECESSED 1" DIAMETER CFL LENSED DOWNLIGHT (1) ("SRAM SYLVANIA CF42DT/E /IN /835/ECO CON -TECH .LT-5-15 (s' LENGTH) CHANNEL *LT -6 -15 (6' LENGTH) T-BAR ATTACI -IMENT TRACK *LT -4 -13 (4' LENGTH) PENDANT MOUNTED TRACK *LT -2 -8 (2' LENGTH) HIGHLITES 1 -IL -90 (WHITE FINISH) SURFACE MOUNTED EMERGENCY LIGHT MOUNTED ON THE COLUMN PACING THE 1-101-4 SALES AREA, SEE RCP. HOH -FWWS DCI 8' FOOTWEAR WALL FIXTURE (I) CUSTOM 8' T8 LAMP m 128 WATTS 4 (4) CUSTOM 8' T5 LAMPS 6 56 WATTS. TOTAL WATTS PER FIXTURE = 296 WATTS. REFER TO ED FOR MORE INFO. NON -APB DCI 8' APPAREL WALL FIXTURE (1) CUSTOM 8' T8 LAMP m 128 WATTS. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. HOH -AP6 DC 1 6' APPAREL WALL FIXTURE (1) CUSTOM 6' T8 LAMP 6 100 WATTS. TOTAL WATTS PER FIXTURE = 100 WATTS. REFER TO E1.0 FOR MORE INFO. WOH -40H 2 DCI 4' APPAREL WALL FIXTURE (1) 3' TS LAMP 6 50 WATTS. TOTAL WATTS PER FIXTURE = 50 WATTS. REFER TO E1.0 FOR MORE INFO. HOH -PIG DCI 8' FOOTWEAR DISPLAY FIXTURE (1) CUSTOM S' TS LAMP 128 WATTS. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. LIGHT FIXTURE SUSPENSION DETAIL SCALE: 3/4" = 1' -0" THREADED ROD (TYP.) NEW UNISTRUT TRACK SECURE TO STRUCTURE ABOVE EQ EQ oar UNDERSIDE OF STRUCTURE, VIF s EXISTING STRUCTURE ABOVE PENDANT FIXTURE SURFACE MOUNTED IN CENTER OF CEILING TILE. 12'-O" AFF VIF EX'G CEILING THREADED ROD (TYP.) NOTE: RECOMMENDATIONS FOR MINIMUM SUPPORTS POINTS: 2', 4' AND b' TRACK - 2 MOUNTING POINTS 8' TRACK - 3 MOUNTING POINTS 12' TRACK - 4 MOUNTING POINTS 10° -I0 I/2' AFF BTM OF TRACK 11 Y PENDANT FIXTURE BOTTOM OF TRACK TO BE ALIGNED WITH BOTTOM OF PENDANT FIXTURE. K:::EXISTING LIGHTING TRACK WITH RELOCATED TRACK HEADS. ELECTRICAL CONTRACTOR TO POSITION NEW TRACK HEADS TOWARD MERCHANDISE DISPLAYS. RELOCATED LIGHTING TRACK WITH RELOCATED TRACK HEADS. ELECTRICAL CONTRACTOR TO POSITION NEW TRACK HEADS TOWARD NEW H01-1 PENDANT LIGHT FIXTURES TO BE SURFACE MOUNTED IN CENTER OF CEILING TILE, TYP. SEE DETAIL 2/A6.0 FOR MORE INFO. <>NEW HOH TRACK TO BE SUSPENDED FROM CEILING, TYP. SEE DETAIL 2/46.0 FOR MORE INFO. O FLUORESCENT LIGHTS IN -1O1-1 CABINET TO RECEIVE POWER REFER TO ELECTRICAL 51-IEETS FOR ELECTRICAL REQUIREMENTS. COORDINATE INSTALLATION WITH TENANT'S FIXTURE VENDOR O FOR MOUNTING SUPPORT, REFER TO DETAIL 6/A13. A/V VENDOR TO SUPPLY AND INSTALL (4) NEW 42 LCD MONITORS. EXISTING BANNER TRACK SYSTEM. O EXISTING FLOATING 51-10E WALL. EXISTING ACCESS PANEL. to A/V VENDOR TO RE -WIRE EXISTING AUDIO SYSTEM IN FOOTLOCKER SALES AREA USING (4) EXISTING /RELOCATED SPEAKERS. VERIFY IN FIELD LOCATION OF SUBWOOFER, RELOCATE AS REQUIRED. <> NEW 6" WIDE G.W.B. CURTAIN WALL. 12 ALL EXISTING LIGHTING THROUGHOUT SPACE, SI -OWN (E), TO REMAIN. SEE LIGHT FIXTURE SCHEDULE FOR RE- LAMPING REQUIREMENTS. • 13 EXISTING CEILING COMPONENTS, I.e. DIFFUSERS, SPRINKLER HEADS, ETC. TO REMAIN, TYP. G.C. TO CLEAN DIFFUSERS 4 REPAIR/REPLACE ANY DAMAGE FOUND AS REQ'D (COORDINATE WITH FL PROJECT C.M.). RECEIVED CITY OF TUKWILA APR 1 2010 PERMIT CENTER 14 15 EXISTING STOREFRONT SOFFITS) TO BE PAINTED 'FP -1'. SEE FINISH 03129/ID PLAN FOR MORE INFO. AA' VENDOR TO INSTALL NEW AUDIO SYSTEM IN HOH SALES AREA. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO s RE@ ti ARP NICHOLAS 3. TRIG STATE OF'VAS;i1 REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB /OWNER COMMENTS (CR) 04/1 2/1 0 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR ER IIIIII NI NM "E. • INN ...... OM 151,1 NMI (El mitirgifinnism4rAwmoran - J- IM 111=11111C111 1 . ill ir 03/19/10 O O m �' G�(W e \ . a-� TFtE1 G7 2 lO F2 > D 2 2 F2 -, .. ><F2 (E . .. .. .. T ... .■ ■. .. .� �) C%1 CE) G ) c-U ) G1) G E) ) c.7(F) �) TYP. 11 1 U 1 m 1 1 CL -3 e 11' -S" AFF' 04/f2A0 CL -1 e 11' -0" AFF. r CL -i e 11' -0 "AFF CL -2 6 12' -0 "AFF CL -4 6 II' -6 "AFF CL -1 6 12' -0 "AFF MECHANICAL NOTE: EXISTING 1-4VAC SYSTEM INCLUDING MAIN /BRANCH DUCTS, THERMOSTATS, DIFFUSERS AND GRILLES TO }REMAIN. G.G. TO VERIFY CONDITION OF ALL EXISTR'G EQUIPMENT AND BRING TO " LIKE NEW" CONDITION. CLEAN EX'G MECHANICAL UNIT FILTERS AND COILS AND WIPE DOWN DIFFUSERS AFTER JOB COMPLETION. REVIEWED FOR ODE COMPLIANC APR 21 2010 City of Tukwila BUI N(nwi�in� REFLECTED CEILING PLAN SCALE: 3/16" = 1' -0" FL LIGHT FIXTURE SCHEDULE WASH & RE -LAMP ALL EX'G TO REMAIN LIGHT FIXTURES IN SALES AREA. CEILING FIXTURE SCHEDULE REFLECTED CEILING PLAN NOTES CEILING TYPE SCHEDULE SYMBOL NEW REMOVED TOTAL QTY. LAMP /DESCRIPTION TYPE SYMBOL MANUFACTURER DESCRIPTION 0 0 19 MM1328TOTELB - 8' - (2) 32UJ T8 LAMP TANDEM FLUORESCENT STRIP RE -LAMP ONLY AS REQUIRED SW JBL SJ -1: SUB WOOFER (BLACK FINISH - HOH AREA) 0 21 MM1320CTELBI2 - 4' - (1) 32W T8 LAMP FLUORESCENT STRIP RE -LAMP ONLY AS REQUIRED SP JBL SJ -2: SPEAKER/ SOUND SHALL NOT BE HEARD FROM 15' OR LESS FROM LEASE LINE. (BLACK FINISH - H01-I AREA) 20 31 54E340- 5IAX -9 -ELB RECESSED 2'x2' FLUORESCENT FIXTURE W/ (3) F405XSPX35 40W BIAX LAMP* 42" LCD MONITOR RECESSED 2'x4' FLUORESCENT FIXTURE. VERIFY LAMP TYPE IN FIELD RE -LAMP ONLY AS REQUIRED BANNER TRACK SYSTEM O 0 14 RECESSED COMPACT FLUORESCENT DOWNLIGHT VERIFY LAMP TYPE N FIELD* RETURN AIR GRILLE OR DUCT, SEE M1.0 FOR MORE INFO. 0 6 32 CON -TECH CTL1011WW -5 W/ 23366 PHILIPS MI- IC10/U/MP /3K/ALTO LAMP* (10 WATT, ED11 METAL HALIDE) X SUPPLY AIR DIFFUSER, SEE M1.0 FOR MORE INFO. EXISTING T'SWH (8' LTH) JUNO *T6WH (6' LTH) CHANNEL *T4W1-1 (4' LTH) TRACK aT2W1-1 (2' LTH) SPRING LOADED ATTACHMENT MOUNT DIRECTLY TO LAY -IN CEILING EXISTING SPRINKLER HEAD EXISTING SPRINKLER HEAD TO BE RELOCATED, AS REQUIRED. V.I.F. EXISTING FAN /LIGHT COMBINATION FIXTURE 0 1 EXISTING EXIT LIGHT W/ BATTERY PACK 0 EXISTING COMBINATION EXIT LIGHT WITH TWO SIDE - MOUNTED LIGHTING HEADS W/ BATTERY PACK EXISTING SURFACE MOUNTED EMERGENCY LIGHT (E) = EXISTING LIGHT TO REMAIN - VERIFY EXIST NG QUANTITIES NL = DENOTES NIGHT LIGHT (R) = EXISTING LIGHT TO BE RELOCATED- VERIFY EXISTING QUANTITIES EM = DENOTES EMERGENCY LIGHT HOH LIGHT FIXTURE SCHEDULE NOTE: ALL HOH LIGHT FIXTURES ARE SYMBOL MANUFACTURER DESCRIPTION LAMP LSI INDUSTRIES CHTSM -42 -CFL - UE- GBK- AI8EN -LDS96 SURFACE MOUNT, FINISH: BRUSHED ALUMINUM W/ BLACK NECK 42W CFL AMERLUX SELUX CYLT- 20- MM- CDM -TM -MINI MASTER COLOR -E- 120 -CL BLACK TEXTURE. MlR1- lT8- OD -RC- 004 -W1-1- 120 -FW: FLUORESCENT STRIP W/ CONTINUOUS FLANGE, ROTATING CROSSBAR MOUNTING PHILIPS 20W CDM -tM MINI MASTERCOLOR (I) F032/T8 FLUORESCENT LAMP L REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR OTHER GENERAL CONDITIONS AND INFORMATION. 2. EXISTING FIRE PROTECTION SYSTEM TO REMAIN W/MODIFICATIONS AS DETERMINED WITH AUTHORITIES HAYING JURISDICTION. 3. RAISE SPRINKLER HEADS ABOVE THE PLANE OF THE LIGHT FIXTURES. COORDINATE MODIFICATIONS WITH TENANT'S PROJECT MANAGER. 4. RAISE / INSTALL AIR REGISTERS ABOVE THE PLANE OF THE LIGHT FIXTURES. REFER TO MECHANICAL PLANS FOR LOCATIONS. 5. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR LIGHT FIXTURE, UN.O. 6. PROVIDE LATERAL BRACING FOR SUSPENDED CEILING SYSTEMS AND ADDITIONAL HANGERS AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. 1. LIGHTING VENDOR TO SUPPLY 20% ADDITIONAL LAMPS WITH LIGHT FIXTURES S. ARCHITECTURAL DRAWINGS DETERMINE THE LOCATION OF LUMINAIRES AND SUPERCEDE ALL OTHERS, TYP. UN.O.. 9. REFER TO MECHANICAL DRAWINGS FOR SUSPENDED MECHANICAL DUCTWORK DISTRIBUTION SYSTEM. 10. PROVIDE NON - COMBUSTIBLE BLOCKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL COMPONENTS. COORDINATE KCP VENDOR.. 11. COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR 12. PROVIDE ACCESS DOORS FOR PLUMBING, ELECTRICAL, ETC. AS REQUIRED TO ACCESS EQUIPMENT OR CONTROLS COORDINATE WITH LANDLORD, LOCATIONS TO BE APPROVED BY KCP. 13. ALL RIGID CONDUIT AND JUNCTION BOXES TO BE RUN TIGHT TO DECK IN A CLEAN AND ORDERLY FASHION. 14. ALL FIRE SPRINKLER AND ROOF MODIFICATION MUST BE PERFORMED AND COORDINATED WITH LANDLORD'S CONTRACTOR SUBMIT ALL /ANY CHANGES TO THE EXISTING FIRE SPRINKLER SYSTEM TO THE APPROPRIATE FIRE DEPARTMENT FOR APPROVAL PRIOR TO DOING WORK 15. ALL EXPOSED CONTAINMENT AND CONDUIT PIPING TO BE PAINTED TO MATCH ADJACENT SURFACE. 16. TENANT IMPROVEMENTS ARE NOT PERMITTED TO ATTACH TO, SUSPEND FROM, OR PENETRATE THROUGH THE FLOOR OR ROOF DECK ABOVE WITHOUT THE LANDLORD'S PRIOR WRITTEN APPROVAL. ATTACHMENT TO OR SUSPENSION FROM THE JOIST TOP CHORD OR OTHER STRUCTURAL COMPONENTS IS PERMITTED. 11. VERIFY SPEAKER LOCATIONS AND MOUNTING HEIGHTS WITH TENANT'S PROJECT MANAGER PRIOR TO INSTALLATION. 18. NO WORK FOR EXISTING LIGHTING THAT 15 SCHEDULED TO REMAIN. NOTE: G.C. TO VERIFY LOCATIONS OF ALL EXISTING EMERGENCY AND NIGHT LIGHT FIXTURES. G.G. TO VERIFY ALL EMERGENCY AND NIGHT LIGHTS ARE OPERATIONAL, REPAIR AND /OR REPLACE LAMPS AND PACKS AS REQUIRED. COORDINATE ANY REQUIRED WORK WITH FOOTLOCKER C1" 1. CALLOUT DESCRIPITION CL -X 6 X' -XX" A.F.F. CL -1 EXISTING 2' X 2' ACOUST. TILE ON EXISTING EXPOSED TEE GRID e HEIGHT INDICATED ON PLANS. TENANT G.C. TO REPLACE ANY DAMAGED AND /OR DIRTY CEILING TILES IN FOOTLOCKER SALES AREA ONLY. CL -2 EXISTING 2' X 2' ACOUST. TILE ON EXISTING EXPOSED TEE GRID 6 HEIGHT INDICATED ON PLANS. TENANT G.C. TO PAINT EXISTING CEILING TILES AND GRID. REFER TO FINISH PLAN FOR PAINT SPECIFICATION. CL -3 EXISTING G.W.B. ON MTL. FRAMING AT HEIGHT INDICATED ON PLAN. PATCH, REPAIR, 4 TOUCH -UP PAINT AS REQUIRED TO BRING TO "LIKE NEW" CONDITION. CL -4 CURTAIN WALL: NEW G.WB. ON MTL. FRAMING AT HEIGHT INDICATED ON PLAN. SEE DETAIL 11 /Al2 FOR MORE INFORMATION. CL -5 EXISTING EXPOSED STRUCTURAL DECK. NO NEW CEILING, CLEAN EXISTING STRUCTURE, DECK AND ANY EXISTING DUCTWORK / EQUIPMENT TO REMAIN. NO COMBUSTIBLE MATERIALS ARE ALLOWED TO BE INSTALLED ABOVE ANY FINISHED CEILINGS. SEE FINISH PLAN FOR ADDITIONAL INFORMATION ON CEILING FINISHES. PLAN KEY NOTES L IGHTOL IER 8091DCCDW- 114215U: RECESSED 1" DIAMETER CFL LENSED DOWNLIGHT (1) ("SRAM SYLVANIA CF42DT/E /IN /835/ECO CON -TECH .LT-5-15 (s' LENGTH) CHANNEL *LT -6 -15 (6' LENGTH) T-BAR ATTACI -IMENT TRACK *LT -4 -13 (4' LENGTH) PENDANT MOUNTED TRACK *LT -2 -8 (2' LENGTH) HIGHLITES 1 -IL -90 (WHITE FINISH) SURFACE MOUNTED EMERGENCY LIGHT MOUNTED ON THE COLUMN PACING THE 1-101-4 SALES AREA, SEE RCP. HOH -FWWS DCI 8' FOOTWEAR WALL FIXTURE (I) CUSTOM 8' T8 LAMP m 128 WATTS 4 (4) CUSTOM 8' T5 LAMPS 6 56 WATTS. TOTAL WATTS PER FIXTURE = 296 WATTS. REFER TO ED FOR MORE INFO. NON -APB DCI 8' APPAREL WALL FIXTURE (1) CUSTOM 8' T8 LAMP m 128 WATTS. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. HOH -AP6 DC 1 6' APPAREL WALL FIXTURE (1) CUSTOM 6' T8 LAMP 6 100 WATTS. TOTAL WATTS PER FIXTURE = 100 WATTS. REFER TO E1.0 FOR MORE INFO. WOH -40H 2 DCI 4' APPAREL WALL FIXTURE (1) 3' TS LAMP 6 50 WATTS. TOTAL WATTS PER FIXTURE = 50 WATTS. REFER TO E1.0 FOR MORE INFO. HOH -PIG DCI 8' FOOTWEAR DISPLAY FIXTURE (1) CUSTOM S' TS LAMP 128 WATTS. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. LIGHT FIXTURE SUSPENSION DETAIL SCALE: 3/4" = 1' -0" THREADED ROD (TYP.) NEW UNISTRUT TRACK SECURE TO STRUCTURE ABOVE EQ EQ oar UNDERSIDE OF STRUCTURE, VIF s EXISTING STRUCTURE ABOVE PENDANT FIXTURE SURFACE MOUNTED IN CENTER OF CEILING TILE. 12'-O" AFF VIF EX'G CEILING THREADED ROD (TYP.) NOTE: RECOMMENDATIONS FOR MINIMUM SUPPORTS POINTS: 2', 4' AND b' TRACK - 2 MOUNTING POINTS 8' TRACK - 3 MOUNTING POINTS 12' TRACK - 4 MOUNTING POINTS 10° -I0 I/2' AFF BTM OF TRACK 11 Y PENDANT FIXTURE BOTTOM OF TRACK TO BE ALIGNED WITH BOTTOM OF PENDANT FIXTURE. K:::EXISTING LIGHTING TRACK WITH RELOCATED TRACK HEADS. ELECTRICAL CONTRACTOR TO POSITION NEW TRACK HEADS TOWARD MERCHANDISE DISPLAYS. RELOCATED LIGHTING TRACK WITH RELOCATED TRACK HEADS. ELECTRICAL CONTRACTOR TO POSITION NEW TRACK HEADS TOWARD NEW H01-1 PENDANT LIGHT FIXTURES TO BE SURFACE MOUNTED IN CENTER OF CEILING TILE, TYP. SEE DETAIL 2/A6.0 FOR MORE INFO. <>NEW HOH TRACK TO BE SUSPENDED FROM CEILING, TYP. SEE DETAIL 2/46.0 FOR MORE INFO. O FLUORESCENT LIGHTS IN -1O1-1 CABINET TO RECEIVE POWER REFER TO ELECTRICAL 51-IEETS FOR ELECTRICAL REQUIREMENTS. COORDINATE INSTALLATION WITH TENANT'S FIXTURE VENDOR O FOR MOUNTING SUPPORT, REFER TO DETAIL 6/A13. A/V VENDOR TO SUPPLY AND INSTALL (4) NEW 42 LCD MONITORS. EXISTING BANNER TRACK SYSTEM. O EXISTING FLOATING 51-10E WALL. EXISTING ACCESS PANEL. to A/V VENDOR TO RE -WIRE EXISTING AUDIO SYSTEM IN FOOTLOCKER SALES AREA USING (4) EXISTING /RELOCATED SPEAKERS. VERIFY IN FIELD LOCATION OF SUBWOOFER, RELOCATE AS REQUIRED. <> NEW 6" WIDE G.W.B. CURTAIN WALL. 12 ALL EXISTING LIGHTING THROUGHOUT SPACE, SI -OWN (E), TO REMAIN. SEE LIGHT FIXTURE SCHEDULE FOR RE- LAMPING REQUIREMENTS. • 13 EXISTING CEILING COMPONENTS, I.e. DIFFUSERS, SPRINKLER HEADS, ETC. TO REMAIN, TYP. G.C. TO CLEAN DIFFUSERS 4 REPAIR/REPLACE ANY DAMAGE FOUND AS REQ'D (COORDINATE WITH FL PROJECT C.M.). RECEIVED CITY OF TUKWILA APR 1 2010 PERMIT CENTER 14 15 EXISTING STOREFRONT SOFFITS) TO BE PAINTED 'FP -1'. SEE FINISH 03129/ID PLAN FOR MORE INFO. AA' VENDOR TO INSTALL NEW AUDIO SYSTEM IN HOH SALES AREA. FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO s RE@ ti ARP NICHOLAS 3. TRIG STATE OF'VAS;i1 REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB /OWNER COMMENTS (CR) 04/1 2/1 0 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: CR PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A6.0 24' -0" 24' -0" I53' -4 3/4" LEASE LINE DIMENSION 24' -0" 24'-0" 24' -0" ----- i---- 1--t - - - - -� - 1 - Jr-- -T - - -� 1 -I I I I _ I__I 1 F-1 h 1 1 1 I- - - - --� H --1 L--- J—__LJ 0 I I I I I I 1 I I I I I I I I I 1 I 1 1-±-1 i i I I 1 I 1 I I I r , r T - E-- ---- -1- - - -- — — -{ — --------- --1- -- I L - - -H —_ —J — +- - - --1- -F----- -1- - - --1 - - - - - - - - - - - - -- - -- (TYP. STOCKROOM) I I I I i I I I I I I I I I I I I I I I I I --- }- - - - --f - ---� -- J- - - -- L - --J II L � _ u_ 03/29/10 I 1 u TYP. L_J_ 1 1 TYP. 1 1 J r_ T__ _J TYP. — — TT- r- -- rr nC 7 EXISTING STOCKROOM 0312°V10 HOUSE OF HOOPS AREA (TYP. FL SALES AREA) tigEld LAZA I II , IqH -4 - -� 100 I 11 11 I01 III FOOT LOCKER AREA NO NEW WORK J 0 d) z 111 0 6) 4 w 1 9 ELECTRICAL POWER PLAN SCALE: 3/1 6" = 1' -0" SYMBOL DESCRIPTION MOUNTING 4-GT. TO CENTERLINE UNLESS OTHERWISE NOTED SYMBOL DESCRIPTION MOUNTING WT . TO CENTERLINE UNLESS OTHERWISE NOTED 0 WIRED JUNCTION BOX SEE DRAWINGS MANUAL MOTOR STARTING SWITCH W/ PILOT LIGHT 4S" AFF. (TYP) DUPLEX RECEPTACLE, 3 WIRE GRD. TYPE, 204 IS" AFF. (TYP) TELEPHONE OUTLET IS" AFF. (TYP) DUPLEX RECEPTACLE, WEATHERPROOF,204 IS" AFF. (TYP) TELEPHONE OUTLET - DUPLEX 15" AFF. (TYP) GFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 204 IS" AFF. (TYP) DATA OUTLET - CATEGORY 5 IS" AFF. (TYP) QUADRAPLEX WALL RECEPTACLE, 204 IS" AFF. (TYP) DATA OUTLET - DUPLEX CATEGORY 5 1S" AFF_ (TYP) G.F.I. W /LIGHT 4 SWITCH AS REQUIRED SAFETY SWITCH AS REQUIRED a PUSHBUTTON STATION 45" A.F.F. (TYP) MAGNETIC MOTOR STARTER AS REQUIRED ►�I LOW VOLTAGE BUZZER TRANSFORMER AS REQUIRED COMBINATION STARTER/SAFETY SWITCH AS REQUIRED DOOR BUZZER 54" AFF. (TYP) MOTOR OUTLET - 1 PHASE AS REQUIRED { -i•A tf} 3 4 TOGGLE SWITCH - SINGLE, 3 -WAY 4 4 -WAY 48" A.F.F. (TYP) MOTOR OUTLET - 3 PH -LASE AS REQUIRED ELECTRICAL SYMBOLS SCHEDULE ALL SYMBOLS DO NOT NECESSARILY APPLY ALL EXISTING POWER DEVICES, EQUIPMENT, ETC. IN 11-IE SPACE TO REMAIN AS IS. FLUSH MOUNT (1) 204 DUPLEX RECEPTACLE (L G. 4- IOSPITAL GRADE) IN WALL OR CEILING ABOVE MONITOR COORDINATE EXACT LOCATION WITH ARCHITECTURAL PLANS. RUN COAXIAL CABLE IN CONDUIT FROM EACH MONITOR LOCATION TO A/V RACK WITH 4' EXTRA CABLE COILED AT EACH END. RECEPTACLES AND COVERPLATES SHALL BE FLUSH MOUNTED a S' -6" AFF. FOR CONNECTION OF ILLUMINATED CABINETS. CIRCUIT AS INDICATED. VERIFY LOCATION 4 QUANTITY OF RECEPTACLES WITH MILLWORK SHOP DRAWINGS. WIRE TO 20 AMP SPARE CIRCUIT AT EXISTING 120/208V PANEL. CONTROLLED VIA SWITCH - SEE SWITCHBANK DETAIL SHEET E2.0. BOUNDARY OF 1-10 4-1 SPACE. EXISTING ELECTRICAL SERVICE EQUIPMENT TO REMAIN. THE EXISTING FIRE ALARM SYSTEM TO BE REUSED AND RELOCATED. F REQUIRED, INCLUDE IN HIS BID THE COST FOR A COMPLETE OPERATIONAL FIRE ALARM SYSTEM. THIS SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED TO, RELOCATING EXISTING DEVICES, REPLACING DAMAGED DEVICES, AND ADDING ADDITIONAL DEVICES AS REQUIRED TO MEET CODE REQUIREMENTS. PREPARE AND SUBMIT A COMPLETE FIRE ALARM SYSTEM DRAWING AND MATERIALS LIST, PRIOR TO COMMENCING ANY WORK G.C. TO WIRE BACK NEW HOH A/V EQUIPMENT TO EXISTING MANAGER'S DESK COORDINATE WITH A/V VENDOR FOR ANY ADDITIONAL REQUIRED ELECTRICAL DEVICES, ETC. NOT USED. NOT USED. I(p NOT USED. 11 20AMP, I20V., ISOLATED GROUND/DEDICATED CIRCUIT, RECEPTACLE (HUBBELL "IG -5362) MOUNTED AT IS" APP. DO NOT INSTALL WITH ANY OTHER CIRCUITS RUN 2 12 TI-111N AND I +12 ISOLATED GRD. IN SINGLE 3/4" CONDUIT BACK TO PANEL FOR COMPUTER TERMINAL. 15 16 1'1 18 19 21 TELEPHONE OUTLET (VOICE). USE 4" SQUARE JUNCTION BOX WITH PHONE JACK AND COVERPLATE. RUN 1" EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (1) LINE REQUIRED AT BACK(WRAP FOR HANDSET (1) DEDICATED PHONE LINE AT CASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, MODEM, ETC. REFER TO CABLE BLOCK DIAGRAM ON SHEET E4.0. 20AMP, 120V., DUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER LOCATE RECEPTACLES AT CASH WRAP COUNTER AS DIRECTED $Y OWNER RUN 2'12 THUN AND 2+12 GRD N 1" CONDUIT UNDER FLOOR SLAB TO WALL, RUN UP WALL TO JUNCTION BOX AND CONNECT TO CIRCUIT INDICATED. REFER TO CABLE BLOCK DIAGRAM ON SHEET E4.0. IF NOT EXISTING, INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS 41186C -8 PUSH BUTTON AT REAR DOOR, MTD +48 "AFF. (MAX.) 45S0 TRANSFORMER, *125 BUZZER AS INDICATED. EXISTING RECEPTACLES THAT INTERFERE WITH NON LAYOUT TO BE REMOVED. G.C. TO PROTECT EXISTING THERMOSTAT DURING CONSTRUCTION AND TO RE- LOCATE AS SW0U.N. VERIFY IN FIELD FOR EXACT LOCATION. G.C. TO PROTECT EXISTING THERMOSTAT DURING CONSTRUCTION, THERMOSTAT TO REMAIN AT EXISTING LOCATION. WIRE BACK TO EXISTING 20 AMP CIRCUIT FOR CASHWRAP GENERAL POWER AT EXISTING 120/208V PANEL. WIRE BACK TO EXISTING TELEPHONE BOARD. WIRE BACK TO EXISTING 20 AMP CIRCUIT FOR T.Y. MONITORS AT EXISTING 120/208V PANEL. WIRE TO 20 AMP SPARE CIRCUIT FOR T.Y. MONITORS AT EXISTING I20/208V PANEL. WIRE BACK TO EXISTING (4) DEDICATED 20 AMP SPARE CIRCUITS WITH ISOLATED GROUND 4 LOCK -0N BREAKER AT EXISTING 120/208V PANEL. POWER CODED NOTES 1" 1" DATA CONDUIT SPARE ISOLATED GROUND CIRCUIT CONDUIT UTILITY POWER CONDUIT C REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. . PROVIDE AND INSTALL AT PANEL 'A' A TYPED PANEL DIRECTORY WITH ALL CIRCUITS ACCURATELY DESCRIBED PRIOR TO STORE OPENING. 3. ALL RECEPTACLES AND SWITCH PLATES IN SALES AND NON -SALES AREAS TO MATCH WALL OR CEILNG FINISH UNLESS DIRECTED OTHERWISE. TYPICAL MOUNTING HEIGHT IS 18" AFF. EXCEPT AT COUNTERS OR IF DIRECTED OTHERWISE. 4. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISI -ED WALL. UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE, ALL LOCAL CODES, ORDINANCES AND LANDLORD'S TENANT DESIGN CRITERIA. TYP. CONDUIT STUB -UP @ CASHWRAP GENERAL POWER NOTES DESIGN DRAWNGS ARE SCHEMATIC. VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA APR 1- 2010 PERMIT CENTER ENLARGED TV MONITOR DETAIL FIELD VERIFY ALL CONDITIONS FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973)692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO SE r .l NICHOLAS J. TRICARI%O ;i STP.TF OF WI; S1'il ON:. REVISIONS NO. DESCRIPTION 0 FIRST ISSUE 1 TENANT COMMENTS (CR) DATE 03/11/10 03/29/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE ELECTRICAL POWER PLAN E1.O SHEET NO. DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: YW PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 7010 SHEET TITLE ELECTRICAL POWER PLAN E1.O SHEET NO. 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I la 0 II li ilMEM1111 TY 11111,11P211111 '11111111Mnill (E) Olt Z III latiiiilaraniiinnigiagiiiidEMOIMI 77 ZillaiiiiMai ........... . M 11111PORRIMI MINA F10-E ! Fl-4(E) r05,:.rif..;66...TeggVeX NtKiT:*:it:t05.4V6••:!.: H1.1111111111111111111 4‘...! Fl--4(E) FI-4(E) FI-4(E) FI-4(E) EIBEIMMI MIN1111~01111•1•1111111111.401111111111111111111111111111111111111•11.1011•11011111111M1 111•11M EXISTING STOCKROOM NO NEW WOW HOUSE OF 4100P5 AREA 0 ELECTRICAL LIGHTING PLAN FL LIGHT FIXTURE SCHEDULE *WASH & RE-LAMP ALL EX'G TO REMAIN LIGHT FIXTURES IN SALES AREA. FOOT LOCKER AREA NOTE: G.•. TO VERIFY LOCATIONS OF ALL EXISTING EMERGENCY AND NIGHT LIGHT FIXTURES. GC. TO VERIFY ALL EMERGENCY AND NIGHT LIGHTS ARE OPERATIONAL, REPAIR AND/OR REPLACE LAMPS AND PACKS AS REGIUIRED. COORDINATE ANY RECUIRED WORK WITH FOOTLOCKER C.M. SCALE: 3/1 6" = 1 LO" CEILING FIXTURE SCHEDULE LIGHTING GENERAL NOTES LIGHTING PLAN CODED NOTES SYMBOL NEW REMOVED TOTAL QTy. LAMP/DESCRIPTION TYPE SYMBOL MANUFACTURER DESCRIPTION (E) Fl (E) F1-4 (E) F2 (E) F4 0 0 1S MMI328TOTEL5 - 8' - (2) 32W T8 LAMP TANDEM FLUORESCENT STRIP RE-LAMP ONLY AS REQUIRED SW JIBL 5J-1: 5U5 WOOFER (SLACK FINISH - 14014 AREA) 0 0 21 MM1320CTELE312 - 4' - (1) 32W T8 LAMP FLUORESCENT STRIP RE-LAMP ONLY AS REQUIRED SP e J5L 5J-2: SPEAKER/ SOUND GI-IALL NOT BE HEARD FROM 15 OR LESS FROM LEASE LINE. (SLACK FINISH - 140H AREA) 0 EMU III NI MUM •11111111111• 0 20 Ace 31 54E340-5IAX-9-EL S RECESSED 2`x2' FLUORESCENT FIXTURE UJ/ (3) F405XSPX35 40W 51AX LAMP* 42" LCD MONITOR /261/10 0 RECESSED 25(4' FLUORESCENT FIXTURE. VERIFY LAMP TYPE IN FIELD RE -LAMP ONLY AS REQUIRED SANNE R TRACK SYSTEM 0 0 0 14 RECESSED COMPACT FLUORESCENT DOWNLIGHT VERIFY LAMF. TYPE IN FIELD* RETURN AIR GRILLE OR DUCT, SEE MI.0 FOR MORE INFO. 0 32 CON-TECH CTL1011UJW-5 W/ 23366 PHILIPS Ml4C-10/U/MP/3K./ALTO LAMP* (10 WATT, ED11 METAL HALIDE) • SUPPLY AIR DIFFUSER, SEE MI.0 FOR MORE INFO. 0 0 0 0 EXIST ING 0 0 0 0 3 a *TOWN (8' LTI-1) JUNO 44T6W14 LTH) CHANNEL TRACK *1-4W14 (4' LTI-1) *T2UJH (2' LTH) SPRING LOADED ATTACHMENT MOUNT DIRECTLY TO LAY-IN CEILING EXISTING FAN/LIGHT COMBINATION FIXTURE EXISTING EXIT LIGHT W/ BATTERY PACK EXISTING COMBINATION EXIT LIGHT WITI4 TWO SIDE-MOUNTED LIGHTING HEADS LU/ BATTERY PACK EXISTING SURFACE MOUNTED EMERGENCY LIGHT 0 EXISTING SPRINKLER HEAD 4,7 EXISTING SPRINKLER HEAD TO BE RELOCATED, AS REQUIRED. VIP. (E) : EXISTING LIGHT TO EMAN - VERIFY EXIST NG QUANTITIES NL : DENOTES NIGHT LIGHT (R) = EXISTING LIGHT TO BE RELOCATED - VERIFY EXISTING QUANTITIES EM : DENOTES EMERGENCY LIGHT 1. THE CONTRACTOR FOR TI-115 WORK IS REQUIRED TO READ THE SPECIFICATIONS AND EVIEW DRAWINGS OF ALL DIVISIONS OF WORK. AND 15 RESPONSIBLE FOR THE COORDINATION or TI-115 WORK AND THE WORK. OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT 15 TI-115 CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF SID DOCUMENTS. . EXISTING I-1VAC DIFFUSERS AND RETURN GRILLES TO REMAIN. G.G. TO CLEAN AS REQUIRED. 3. SPRINKLER SYSTEM TO EMAN. 4. G.C. TO EPLACE ALL LAMPS IN SALES AREA, VERIFY LAMP TYPE IN FIELD. 5. GC. TO EPLACE ANY/ALL DEAD LAMPS IN STOCK AREA AS REQUIRED AND REPAIR ANY FIXTURES WITH DEAD BALLASTS. COORDINATE ANY REQUIRED WORK. WITH FL C.M. 6. G.C. TO VERIFY LOCATIONS OF ALL EXISTING EMERGENCY AND NIGHT LIGHT FIXTURES. G.C. TO VERIFY ALL EMERGENCY AND NIGHT LIG14T5 ARE OPERATIONAL, REPAIR AND/OR REPLACE LAMPS AND PACKS AS REQUIRED. COORDINATE ANY REQUIRED WORK WITH FOOTLOCKER CM. 1. THE POSITION OF THE TRACK 15 TYPICALLY 5ET OUT FROM PERIMETER WALL AS INDICATED. CONTRACTOR TO POSITION TRACK LIGHTS TOWARD MERCHANDISE DISPLAYS ON PERIMETER AND IN 5140W WINDOWS. HOH LIGHT FIXTURE SCHEDULE NOTE: ALL HOH LIGHT FIXTURES ARE NEW FIELD VERIFY ALL CONDITIONS SYMBOL QTY. MANUFACTURER DESCRIPTION LAMP a L I INDUSTRIES C4T5M-42-CFL-LIE-G5K-A18EN-LD596 SURFACE MOUNT, FINISH: BRUSHED ALUMINUM W/ SLACK NECK 42W CFL. <4, AMERLUX CYLT-20-MM-CDM-TM-MINI MASTER COLOR-E-120-CL 15LACK TEXTURE. PHILIPS 20W CDM-tM MINI MASTERCOLOR 04112/10 SELUX MIRI-IT8-0D-RC-004-LUI-1-120-FW: FLUORESCENT STRIP W/ CONTINUOUS FLANGE, ROTATING CROSSBAR MOUNTING (1) F032/18 FLUORESCENT LAMP 0 5 L IGHTOL I E 8091DCCDUJ-11425U: RECESSED 1" DIAMETER CFL LENSED DOUJNLIGHT (1) OSRAM SYLVANIA CF42DT/E/IN/835/ECO CON-TECH *LT-&-S (81 LENGT14) CHANNEL *LT-6-5 (6' LENGT14) TRACK *L T - 4-5 (4' LENGTH) *LT-2- 5 (2' LENGTH) T-BAR 'ATTACHMENT PENDANT MOUNTED TRACK "LEY 1-11GHL ITE5 I-IL-90 (WHITE FINISH) SURFACE MOUNTED EMERGENCY LIGHT MOUNTED ON THE COLUMN FACING THE W014 SALES AREA, SEE RCP. 1-101-1-FWW8 4 DC1 8' FOOTWEAR WALL FIXTURE (1) CUSTOM 8' T8 LAMP e 128 WATT& 4 (4) CUSTOM 81 T5 LAMPS 6 56 WATTS. TOTAL. WATTS PER FIXTURE = 296 WATTS. REFER TO E1.0 FOR MORE INFO. 1-10N-A*8 3 DC1 8' APPAREL WALL FIXTURE (I) CUSTOM 8' T8 LAMP 6 128 WATT. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. -4O-4-AP6 2 DC1 6' APPAREL WALL FIXTURE (I) CUSTOM 6' T& LAMP 6 100 WATTS. TOTAL WATTS PER FIXTURE 100 WATTS. REFER TO E1.0 FOR MORE INFO. 1-101-1-AP4 2 PCI 4' APPAREL WALL FIXTURE (1) 3' 18 LAMP 6 50 WATTS. TOTAL WATTS PER FIXTURE : 50 LUATT5. REFER TO E1.0 FOR MORE INFO. HOW-PK DCI 8' FOOTWEAR DISPLAY FIXTURE (1) CUSTOM .51 T8 LAMP 6 128 WATTS. TOTAL WATTS PER FIXTURE = 128 WATTS. REFER TO E1.0 FOR MORE INFO. DESIGN DRAWINGS ARE SCHEMATIC. TI-115 CONTRACTOR 51-1ALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. T1-4I5 CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OUJNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN 1415 SID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE IBY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL 5E FINAL AND SHALL SE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR 5ID5 THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT UJITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES !BETWEEN GOVERNING COPES AND DESIGN INTENT. OEXISTING LIGHTING 51-10LUN AS (E) TO REMAIN ON THEIR ORIGINAL EXISTING CIRCUITS. RE-CIRCUIT EXISTING LIGHTS RE - CONF IGURE SWITCHING FROM REMOVED 2 ' X 2 ' LIGHTS. EXISTING EMERGENCY LIGHTING TO REMA IN. 0 NOT USED. 0 EXISTING MASTER LIGHTING SWITCH BANK WITH NEW LIGHTING SWITCHES FOR 14014 SPACE. SEE SWITCI-IE3ANK DETAIL THIS SHEET. 4 G.C. TO VERIFY EXISTING EMERGENCY LIGHTING IN EXISTING STOCK AREA 4 SERVICE CORRIDOR 4 SALES AREA. G.C. TO PROVIDE NEW AS NOTED, TO SE MOUNTED AS PER LIGI-IT SCHEDULE. NEW HON LIGHT FIXTURES 4 TRACK 1-10MERUN THROUGH A 6 POLE CONTACTOR CONTROLLED 5Y SWITCH "d". CONTACTOR 51-IALL 5E AS SPECIFIED IN SPECIFICATIONS AND MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET AND "F'OWEIR RISER" ON SHEET E3.0. WIRE TO (2) 20 AMP SPARE CIRCUIT AT EXISTING 120/208V PANEL. ®NEW HON PENDANT LIGI-ITING. HOMERUN THROUGH A 4 POLE CONTACTOR CONTROLLED IBY SWITCH "e". CONTACTOR SHALL SE AS SPECIFIED IN SPECIFICATIONS AND MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH !BANK DETAIL ON THIS SHEET AND "POWER RISER" ON S1-IEET E3.0. WIRE TO 20 AMP SPARE CIRCUIT AT EXISTING 120/208V PANEL. HOMERUN THROUGH A 4-POLE CONTACTOR CONTROLLED SY SWITCH "f". CONTACTOR S1-IALL SE AS SPECIFIED IN SPECIFICATIONS AND MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH SANK DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. HOMERUN THROUGH AN (EXIST) 6-POLE CONTACTOR CONTROLLED IBY (EXIST) SWITCH "b". CONTACTOR TO 5E WALL. MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH SANK DETAIL ON THIS SHEET AND "POWER RISER" ON SHEET E3.0. OHOMERUN THROUGH AN (EXIST) 6-POLE CONTACTOR CONTROLLED 5Y (EXIST) SWITCH "c". CONTACTOR TO SE WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE MASTER LIGHTING SWITCH BANK DETAIL ON THIS SHEET AND "F'OWER RISER" ON SHEET E3.0. /1.c)\ FURNISH AND INSTALL ADDITIONAL / NEW CONDUIT AND PULL WIRE TO ALL NEW 4 EXISTING A/V LOCATIONS AS REQUIRED -=7 15Y A/V VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER REPRESENTATIVE PRIOR TO IBID. SEE DETAIL I/E1.0. 11 RELOCATED TRACK AND TRACK HEADS TO EMAN, AND TO 5E RE-WIRED SACK TO EXISTING CIRCUIT, AS REQUIRED. HOMERUN THROUGH AN EXISTING CONTACTOR CONTACTOR SHALL 1BE WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH SANK DETAIL ON THIS SHEET AND "F'OWER RISER" ON SHEET E3.0.) 12 TRACK AND TRACK HEADS TO EMAN, AND TO EBE RE-WIRED SACK TO EXISTING CIRCUIT, AS REQUIRED. HOMERUN THROUGH AN EXISTING CONTACTOR CONTACTOR SHALL 5E WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH SANK DETAIL ON THIS 51-IEET AND "F'OWER RISER" ON SHEET E3.0.) rt;\, EXISTING TRACK TO. REMAIN, AND TO 5E RE-WIRED SACK THROUGH EXISTING CONTACTOR CONTROLS E3Y EXISTING TIME "\=/ CLOCK, AS !REQUIRED. TRACK TO RECEIVE RELOCATED TRACK HEADS, NOT UTILIZED IN NEW LIGHTING LAYOUT. HOMERUN THROUGH AN EXISTING CONTACTOR VIA TIME CLOCK. CONTACTOR SHALL 5E WALL MOUNTED ADJACENT TO LIGHTING PANEL. SEE SWITCH !BANK DETAIL ON THIS SHEET AND "PO(jJ ER RISER" ON SHEET E3.0.) NOT USED. EXISTING CEILING COMPONENTS, 1.e. DIFFUSERS, SPRINKLER HEADS, ETC. TO REMAIN, TYP. G.C. TO CLEAN DIFFUSERS 4 REPAIR/REPLACE ANY DAMAGE FOUND AS REQ'D (COORDINATE WITH FL PROJECT CM.). CONNECT TO EXISTING EMERGENCY L IGHTING CIRCUIT AT EXISTING 120/20SV PANEL. CONNECT TO EXIST INC STOCK ROOM L IGHT F I XTURE CIRCUITS AT EXIT INC 120/208V PANEL. RECEIVEU CITY OF TUKWILA APR 1 3 2010 estrano PERMIT CENTER MASTER LIGHTING SWITCH BANK la, lb 1 lc I la I If.' +48" A.F.F SEPARATE PERMIT AND APPROVAL. REQUIRED FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO 4306 RECAST RC HIT NICHOLAS J. TRICARI STATE OF WASH REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB/OWNER COMMENTS (CR) 04/12/10 DATE: Ill'i (EXIST) NI. .....■ (NEW) GROSS AREA: SALES FL SALES AREA: 2,694 SQ. FT. SALES 1,148 SQ. FT. PROJECT # : SALES DRAWN BY: YVV STOCK/ NON-SALES SALES SWITCH NEW SALES NEW SWITCH SALES NEW SWITCH FLUOR LIGHTS FLUOR LIGI-ITS TRACK FLUOR NEW TRACK FOR LTS NEW PENDANT LT5 FOR TASK HOW NEUJ CAEMNET LTS FOR 4-101-1 LIGHTS LIGHTS DISPLAY I-101-1 la, lb 1 lc I la I If.' +48" A.F.F SEPARATE PERMIT AND APPROVAL. REQUIRED FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO® Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO 4306 RECAST RC HIT NICHOLAS J. TRICARI STATE OF WASH REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11/10 1 TENANT COMMENTS (CR) 03/29/10 2 DOB/OWNER COMMENTS (CR) 04/12/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKVVY TUKWILA, WA 98188 SPACE # 340 STORE NO. 701 0 SHEET TITLE ELECTRICAL LIGHTING PLAN SHEET NO. E2.0 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7 1 8 0 SQ. FE FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: YVV PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKVVY TUKWILA, WA 98188 SPACE # 340 STORE NO. 701 0 SHEET TITLE ELECTRICAL LIGHTING PLAN SHEET NO. E2.0 rumor! I'u.0 CASH WRAP DSL Line 25 Pair 66 Block Phone Line Store Demare To Cash Wrap To Back Office CAT 3 Cable AT &T 2010 (Plenum) 20100004BWH W1000 (107078388) IL I Ir Surface—Mount Box M104SMB (4 Port) M104SMB -A -246 (107952442) hack Office Phone DSL NEM EMU O tv w a cc Surface— Mount Box M 104SMB (4 Port) M104SMB —A -246 (107952442) Cash W VOICE LINE 1 (CASH WRAP 4 BACK OFFICE) DSL ONLY (CASH WRAP ONLY ORANGE PAIR BROWN PAIR BLUE PAIR Gat 5 Jack (10 1521120 GREEN PAIR Surf ace -Mount Box M 1 O4SME3 (4 Fort) MIO4SM� -A -24S (1O7 52L -42) FUTURE VOICE LINE 2 (CASH WRAP 4 BACK OFFICE) CC< LIJI 25 Fair S Bl oG< Goole to Cos DSL Phone SECONDARY REGISTER WELL (2) (4684) —■ 3" GROMMET HOLE (TYP.) *NOTE: VERIFY EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION ISECONDAR`f' IREGISTER ( 'WELL (2) k. ((4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 HUBBEL I.G.*.S3'2 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 IHUBBEL I.G*5352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL SOARD. PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) CASH REGISTER WIRING DETAIL W I RI NCB MUST E3E GLEAN TO HOMERUN GO N I TH OUT ANY GR I MF I NS AND MUST NOT HAVE ANY ADDITION CONNECTIONS. ole to Boc< Office —PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) *NOTE: EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION SECONDARY REGISTER WELL (4) (4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 1- IUBBEL I.G.*532 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. 1. FOR DEDICATED ELECTRICAL OUTLETS 2. FOR GENERAL ELECTRICAL POWER 3. SPARE 4. FOR TELEPHONE CABLE CONTRACTOR TO FURN. AND INST. FOUR (4) 1" CONDUITS TO CASHWRAP: FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 1 Id t ■ ■A AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. Surface—Mount Box M104SMB (4 Port) M104SMB -A -246 (107952442) hack Office Phone DSL NEM EMU O tv w a cc Surface— Mount Box M 104SMB (4 Port) M104SMB —A -246 (107952442) Cash W VOICE LINE 1 (CASH WRAP 4 BACK OFFICE) DSL ONLY (CASH WRAP ONLY ORANGE PAIR BROWN PAIR BLUE PAIR Gat 5 Jack (10 1521120 GREEN PAIR Surf ace -Mount Box M 1 O4SME3 (4 Fort) MIO4SM� -A -24S (1O7 52L -42) FUTURE VOICE LINE 2 (CASH WRAP 4 BACK OFFICE) CC< LIJI 25 Fair S Bl oG< Goole to Cos DSL Phone SECONDARY REGISTER WELL (2) (4684) —■ 3" GROMMET HOLE (TYP.) *NOTE: VERIFY EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION ISECONDAR`f' IREGISTER ( 'WELL (2) k. ((4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 HUBBEL I.G.*.S3'2 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 IHUBBEL I.G*5352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL SOARD. PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) CASH REGISTER WIRING DETAIL W I RI NCB MUST E3E GLEAN TO HOMERUN GO N I TH OUT ANY GR I MF I NS AND MUST NOT HAVE ANY ADDITION CONNECTIONS. ole to Boc< Office —PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) *NOTE: EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION SECONDARY REGISTER WELL (4) (4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 1- IUBBEL I.G.*532 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. 1. FOR DEDICATED ELECTRICAL OUTLETS 2. FOR GENERAL ELECTRICAL POWER 3. SPARE 4. FOR TELEPHONE CABLE CONTRACTOR TO FURN. AND INST. FOUR (4) 1" CONDUITS TO CASHWRAP: FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 1 Id id Li El kg in SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: Surface—Mount Box M104SMB (4 Port) M104SMB -A -246 (107952442) hack Office Phone DSL NEM EMU O tv w a cc Surface— Mount Box M 104SMB (4 Port) M104SMB —A -246 (107952442) Cash W VOICE LINE 1 (CASH WRAP 4 BACK OFFICE) DSL ONLY (CASH WRAP ONLY ORANGE PAIR BROWN PAIR BLUE PAIR Gat 5 Jack (10 1521120 GREEN PAIR Surf ace -Mount Box M 1 O4SME3 (4 Fort) MIO4SM� -A -24S (1O7 52L -42) FUTURE VOICE LINE 2 (CASH WRAP 4 BACK OFFICE) CC< LIJI 25 Fair S Bl oG< Goole to Cos DSL Phone SECONDARY REGISTER WELL (2) (4684) —■ 3" GROMMET HOLE (TYP.) *NOTE: VERIFY EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION ISECONDAR`f' IREGISTER ( 'WELL (2) k. ((4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 HUBBEL I.G.*.S3'2 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 IHUBBEL I.G*5352 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL SOARD. PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) CASH REGISTER WIRING DETAIL W I RI NCB MUST E3E GLEAN TO HOMERUN GO N I TH OUT ANY GR I MF I NS AND MUST NOT HAVE ANY ADDITION CONNECTIONS. ole to Boc< Office —PHONE OUTLET (SEE WIRING DETAIL B FOR PIN OUT) *NOTE: EXACT REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION SECONDARY REGISTER WELL (4) (4684) 3" GROMMET HOLE (TYP.) CONTRACTOR TO FURN. AND INSTALL ONE DEDICATED CIRCUIT WITH ISOLATED GROUND (SEPARATE HOT, NEUTRAL, AND GROUND 120 VOLT, 20 AMP CIRCUIT WITH QUAD OUTLET UNDER EACH WELL, 2 1- IUBBEL I.G.*532 OR APPROPRIATE EQUIVALENT, WIRED TO PANEL BOARD. CONTRACTOR TO FURN. AND INST. ONE DEDICATED DUPLEX OUTLET, WIRED TO PANEL BOARD. 1. FOR DEDICATED ELECTRICAL OUTLETS 2. FOR GENERAL ELECTRICAL POWER 3. SPARE 4. FOR TELEPHONE CABLE CONTRACTOR TO FURN. AND INST. FOUR (4) 1" CONDUITS TO CASHWRAP: FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ARCHITECT: TRICARICO Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com © 2010 NICHOLAS J. TRICARICO REVISIONS NO. DESCRIPTION DATE 0 FIRST ISSUE 03/11 /10 1. TENANT G.C. 5HALL PROVIDE 4 INSTALL ALL NECESSARY CONDUIT WITH PULL STRINGS FOR INSTALLATION OF TENANT'S DATA SYSTEM. REFER TO DETAILS ON THIS SHEETS FOR REFERENCE OF TENANT'S DATA SYSTEM REQUIREMENTS AND ROUTING. 2. TENANT G.C. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S DEMARC PANEL TO THE CASH WRAP COUNTER'S PRIMARY REGISTER 3. TENANT G.C. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S DEMARC PANEL TO THE MANAGER'S DESK 4. TENANT'S DATA SYSTEM INSTALLER 5HALL FURNISH AND INSTALL CAT 3 CABLE, USING TENANT G.C. INSTALL CONDUIT, FROM THE STORE'S DEMARC PANEL TO THE CA5H WRAP COUNTER, TERMINATING THE GABLE AT THE CASH AND WRAP PER WIRING DETAIL 'F'. 5. TENANT'S DATA SYSTEM INSTALL SHALL FURNISH AND INSTALL CAT 3 CABLE, USING TENANT G.C. INSTALLED CONDUIT, FROM THE STORE'S DEMARC PANEL TO THE MANAG=ER'S DESK TENANT'S DATA SYSTEM INSTALLER SHALL LABEL JACK AT CASH WRAP A5 "CA5H WRAP JACK ". 1. TENANT'S DATA SYSTEM INSTALLER SHALL MAINTAIN A MINIMUM CLEARANCE OF 18" FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER CABLES, ETC) FOR THE ENTIRE CABLE RUN. a TENANT'S DATA SYSTEM INSTALLER SHALL PERFORM ,4 CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING CABLE SHIELD. 9. TENANT'S G.G. SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH THE STORE MANAGER. Systimax Plenum Voice Cat 3 20100004BW H 107078355 305m (1000ft) Systimax Data Cat 3 Outlet Systimax Surface MoLInted Box I M 1 BH -H -246 M 1104SMB -A -246 WE TOTE White 107321721 NIA 1/pkg 107952442 4 ports Ivory 1pkg Ivory WIRING DETAIL FOR JACKS. EACH JACK IS TO HAVE ONE CAT 3 CABLE. BLUE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSITION �1 ORANGE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION *2 GREEN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION *3 BROWN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION 4.4 SLUE PAIR FOR DSL ONLY ORANGE PAIR FOR PHONE *1 GREEN PAIR FOR PHONE *2 BROWN PAIR FOR FUTURE OUTLET COLOR CODE. BLUE - WHITE PIN 5 ON JACK *1 SOLID BLUE PIN 4 ON JACK *1 ORANGE - WHITE PIN 5 ON JACK *2 SOLID ORANGE PIN 4 ON JACK *2 GREEN - WHITE PIN 5 ON JACK *3 SOLID GREEN PIN 4 ON JACK *3 BROWN - WHITE PIN 5 ON JACK *4 SOLID BROWN PIN 4 ON JACK *4 WIRING DETAIL FOR 66 BLOCK CAT 3 CABLE TO CASH WRAP WILL. BE TERMINATED FIRST ON THE 66 BLOCK. CAT 3 CABLE TO THE BACK OFFICE WILL BE TERMINATED SECOND ON THE 66 BLOCK DSL WILL BE BRIDGED TO THE BLUE PAIR ON THE CASH WRAP CABLE ONLY. PHONE LINE WILL BE BRIDGED TO THE ORANGE PAIR ON THE CASH WRAP CABLE. THEN JUMPERED TO THE BACK OFFICE ORANGE PAIR IF SECOND PHONE LINE IS REQUIRED IT WILL BE BRIDGED TO THE GREEN PAIR ON THE CASH WRAP CABLE THEN JUMPEREP TO TI-4E BACK OFFICE CABLE GREEN PAIR 66 BLOCK COLOR CODE CASH WRAP CABLE BLUE - WHITE POSTION 1 SOLID BLUE POSITION 2 ORANGE - WHITE POSITION 3 SOLID ORANGE POSITION 4 GREEN - WHITE POSTION 5 SOLID GREEN POSITION 6 BROWN - WHITE POSITION 7 SOLID BROWN POSITION 8 66 BLOCK COLOR CODE BACK OFFICE: CABLE BLUE - WHITE POSTION SOLID BLUE POSITION 10 ORANGE - WHITE POSITION 11 SOLID ORANGE POSITION 12 GREEN - WHITE POSTION 13 SOLID GREEN POSITION 14 BROWN - WHITE POSITION 15 SOLID BROWN POSITION 16 RECEIVED CITY OF TUKWILA APR ` 1 5 2010 PERMIT CENTER WIRING DETAIL GENERAL NOTES PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS SHEET NO. E4.0 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: YW 1. TENANT G.C. 5HALL PROVIDE 4 INSTALL ALL NECESSARY CONDUIT WITH PULL STRINGS FOR INSTALLATION OF TENANT'S DATA SYSTEM. REFER TO DETAILS ON THIS SHEETS FOR REFERENCE OF TENANT'S DATA SYSTEM REQUIREMENTS AND ROUTING. 2. TENANT G.C. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S DEMARC PANEL TO THE CASH WRAP COUNTER'S PRIMARY REGISTER 3. TENANT G.C. SHALL INSTALL A DATA CONDUIT WITH PULL STRING FROM THE STORE'S DEMARC PANEL TO THE MANAGER'S DESK 4. TENANT'S DATA SYSTEM INSTALLER 5HALL FURNISH AND INSTALL CAT 3 CABLE, USING TENANT G.C. INSTALL CONDUIT, FROM THE STORE'S DEMARC PANEL TO THE CA5H WRAP COUNTER, TERMINATING THE GABLE AT THE CASH AND WRAP PER WIRING DETAIL 'F'. 5. TENANT'S DATA SYSTEM INSTALL SHALL FURNISH AND INSTALL CAT 3 CABLE, USING TENANT G.C. INSTALLED CONDUIT, FROM THE STORE'S DEMARC PANEL TO THE MANAG=ER'S DESK TENANT'S DATA SYSTEM INSTALLER SHALL LABEL JACK AT CASH WRAP A5 "CA5H WRAP JACK ". 1. TENANT'S DATA SYSTEM INSTALLER SHALL MAINTAIN A MINIMUM CLEARANCE OF 18" FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER CABLES, ETC) FOR THE ENTIRE CABLE RUN. a TENANT'S DATA SYSTEM INSTALLER SHALL PERFORM ,4 CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING CABLE SHIELD. 9. TENANT'S G.G. SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH THE STORE MANAGER. Systimax Plenum Voice Cat 3 20100004BW H 107078355 305m (1000ft) Systimax Data Cat 3 Outlet Systimax Surface MoLInted Box I M 1 BH -H -246 M 1104SMB -A -246 WE TOTE White 107321721 NIA 1/pkg 107952442 4 ports Ivory 1pkg Ivory WIRING DETAIL FOR JACKS. EACH JACK IS TO HAVE ONE CAT 3 CABLE. BLUE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSITION �1 ORANGE PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION *2 GREEN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION *3 BROWN PAIR ON PINS 4 AND 5 ON JACK IN OUTLET POSTION 4.4 SLUE PAIR FOR DSL ONLY ORANGE PAIR FOR PHONE *1 GREEN PAIR FOR PHONE *2 BROWN PAIR FOR FUTURE OUTLET COLOR CODE. BLUE - WHITE PIN 5 ON JACK *1 SOLID BLUE PIN 4 ON JACK *1 ORANGE - WHITE PIN 5 ON JACK *2 SOLID ORANGE PIN 4 ON JACK *2 GREEN - WHITE PIN 5 ON JACK *3 SOLID GREEN PIN 4 ON JACK *3 BROWN - WHITE PIN 5 ON JACK *4 SOLID BROWN PIN 4 ON JACK *4 WIRING DETAIL FOR 66 BLOCK CAT 3 CABLE TO CASH WRAP WILL. BE TERMINATED FIRST ON THE 66 BLOCK. CAT 3 CABLE TO THE BACK OFFICE WILL BE TERMINATED SECOND ON THE 66 BLOCK DSL WILL BE BRIDGED TO THE BLUE PAIR ON THE CASH WRAP CABLE ONLY. PHONE LINE WILL BE BRIDGED TO THE ORANGE PAIR ON THE CASH WRAP CABLE. THEN JUMPERED TO THE BACK OFFICE ORANGE PAIR IF SECOND PHONE LINE IS REQUIRED IT WILL BE BRIDGED TO THE GREEN PAIR ON THE CASH WRAP CABLE THEN JUMPEREP TO TI-4E BACK OFFICE CABLE GREEN PAIR 66 BLOCK COLOR CODE CASH WRAP CABLE BLUE - WHITE POSTION 1 SOLID BLUE POSITION 2 ORANGE - WHITE POSITION 3 SOLID ORANGE POSITION 4 GREEN - WHITE POSTION 5 SOLID GREEN POSITION 6 BROWN - WHITE POSITION 7 SOLID BROWN POSITION 8 66 BLOCK COLOR CODE BACK OFFICE: CABLE BLUE - WHITE POSTION SOLID BLUE POSITION 10 ORANGE - WHITE POSITION 11 SOLID ORANGE POSITION 12 GREEN - WHITE POSTION 13 SOLID GREEN POSITION 14 BROWN - WHITE POSITION 15 SOLID BROWN POSITION 16 RECEIVED CITY OF TUKWILA APR ` 1 5 2010 PERMIT CENTER WIRING DETAIL GENERAL NOTES PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS SHEET NO. E4.0 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ZN -5 (HOLD UP) �--1 ARCHITECT: RICARICO° Tricarico Architecture and Design PC 500 Valley Road Wayne, NJ 07470 T (973) 692 -0222 F (973) 692 -0223 www.tricarico.com :1 :�:Ic1255 BURG ANNUNCIAT ❑R ZN -4 (HOLD UP) ZN -6 (DS939) c ZN -7 (DS939) © 2010 NICHOLAS J. TRICARICO ZN -1 (1082) ZN -3 (PG -730) WIVE #10 (MONITOR) NOT USED POC TO EMS BACK TO PANEL ZN -12 (DS860) TRANSFORMER HEIGHT Q6" A.F.F. (V.I.F) AND MUST BE ON A DEDICATED CIRCUIT FURNISHED BY VENDOR INSTALLED BY TENANT G.G. I20V S L: 5E:.URITY WIRING At�P GONTAGT - NOTE:ALL LOCATIONS AS REQUIRED BY SECURTY VENDOR. CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. REC l EJ /- rsCs m NICHOLAS J. TRILAv STATE OF 4' /A.SHIiI Lg LOSS PREVENTION ALARM SYSTEM DETAIL NO. REVISIONS DESCRIPTION 0 FIRST ISSUE DATE 03/11 /10 NOTE: TENANT E.G TO PROVIDE A PANNEX 1220 SERIES EXIT DEVICE. PROVIDE A 120V, I PH POWER WITH A DEDICATED CIRCUIT AND A LOCK -OFF DEVICE AT PANEL. OPERATED BY I0-26V DC REMOTE POWER WITH A q VOLT BA ► I tRY BACKUP. (DI NOT USED �— TERMINAL BLOCK /ALARM SYSTEM PANEL (IF REQUIRED) , GKWRAP (SALE'S AREA) T .. SALE'S MODEM, FAX - PHONE (MANAGER'S) NET GATE BOX GASHWRAP (SALE'S AREA) TWISTED PAIR RJ -45 MODULAR CONNECTOR PIN* SIGN4L TD+ 2 TD- 3 RD+ 4 NOT USED NOT USED RD- 1 NOT USED 8 NOT USED "— CEILING PIN* SIGNAL 1 TD+ 2 TD- 3 RD+ 4 NOT USED NOT USED RD- NOT USED NOT USED SPEKER CONDUCTORS PLENUM RATED # 16 GA. 2- CONDUCTOR, BLACK SOLID COPPER WIRE, PROVIDE JUNGTION BOX AT 4S A.F.F. AND 3/4" CONDUIT ,� WITH PULL STRING TO 6" ABOVE FINISHED CEILING. PROJECT TITLE GABLE'S SENT ARE TERMINATED, USE ONLY AS A RAFRING- IF GAE3LE -\.DS ARE R 'OVER (SALE'S AREA) NOTE:TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL AN LOCATIONS AS REQUIRED BY AN VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. GODED NOTES 2' X 3' X 3/4" TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY 5Y5TEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. REUSE EXISTING I° TELEPHONE CONDUIT FROM TENANT'S TELEPHONE SERVICE LOGATION(STOCK RM.) TO TELEPHONE CLOSET. VERIFY EXACT LOCATION IN FIELD. OBTAIN TELEPHONE SERVICE FROM LANDLORD'S TELEPHONE DISTRIBUTION CLOSET. C GRP TO BUILDING STEEL OR GOLD WATER PIPE PER N.E.G. O TELEPHONE OUTLET (VOICE). U5E 4" SQUARE .JUNCTION BOX WITH PHONE JACK AND GOVERPLATE. RUN I° EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (I) LINE REQUIRED AT BACKWRAP FOR HANDSET (I) DEDICATED PHONE LINE AT GASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, MODEM, ETC. ® GAT -3 GABLE( BY CONTRACTOR) IN DATA CONDUIT WITH PULL WIRE(BY E.G.) 0 TELEPHONE GABLE(BY TELEPHONE CONTRACTOR) IN 3/4 CONDUIT WITH PULL WIRE(BY E.G.) TELEPHONE RISER DIAGRAM RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 4,20_ AUDIO DETAIL TRANSFORMER SIDE OFREAR DELIVERY DOOR (EDWARDS #5510) — BDUyZZER BELLOW DESK MANAGER'S DESK (MANAGER'S AREA) - BUZZER MTD. INSIDE BACKWRAP COUNTER (EDWARDS W125) (STOCK AREA) STORE NO. 7010 1. CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BELOW OR ABOVE THE EXIT SIGN. NOTE: DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. 2. LABLE CABLE AT MANAGER'S DESK AS 'ACCESS POINT'. 3. CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL SLACK COIL IN MANAGER'S AREA. 4. MATERIALS TO BE SUPPLIED BY FOOT LOCKER. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 15, INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER CABLES, ETC.) FOR ENTIRE CABLE RUN. 6. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING CABLE SHIELD. 1. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH STORE MANAGER(S). SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS 5. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG 114E ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED 1/4" IN DIAMETER. THERE MUST BE A MINIMUM CLEARANCE OF S" SHEET NO. E41 GENERAL NOTES DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148. SQ. FT. PROJECT # : 100164 DRAWN BY: YW (DI NOT USED �— TERMINAL BLOCK /ALARM SYSTEM PANEL (IF REQUIRED) , GKWRAP (SALE'S AREA) T .. SALE'S MODEM, FAX - PHONE (MANAGER'S) NET GATE BOX GASHWRAP (SALE'S AREA) TWISTED PAIR RJ -45 MODULAR CONNECTOR PIN* SIGN4L TD+ 2 TD- 3 RD+ 4 NOT USED NOT USED RD- 1 NOT USED 8 NOT USED "— CEILING PIN* SIGNAL 1 TD+ 2 TD- 3 RD+ 4 NOT USED NOT USED RD- NOT USED NOT USED SPEKER CONDUCTORS PLENUM RATED # 16 GA. 2- CONDUCTOR, BLACK SOLID COPPER WIRE, PROVIDE JUNGTION BOX AT 4S A.F.F. AND 3/4" CONDUIT ,� WITH PULL STRING TO 6" ABOVE FINISHED CEILING. PROJECT TITLE GABLE'S SENT ARE TERMINATED, USE ONLY AS A RAFRING- IF GAE3LE -\.DS ARE R 'OVER (SALE'S AREA) NOTE:TENANT E.G. TO FURNISH AND INSTALL CONDUIT AND PULL WIRE TO ALL AN LOCATIONS AS REQUIRED BY AN VENDOR CONFIRM REQUIREMENTS AND LOCATIONS WITH OWNER PRIOR TO BID. GODED NOTES 2' X 3' X 3/4" TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND. VERIFY 5Y5TEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. REUSE EXISTING I° TELEPHONE CONDUIT FROM TENANT'S TELEPHONE SERVICE LOGATION(STOCK RM.) TO TELEPHONE CLOSET. VERIFY EXACT LOCATION IN FIELD. OBTAIN TELEPHONE SERVICE FROM LANDLORD'S TELEPHONE DISTRIBUTION CLOSET. C GRP TO BUILDING STEEL OR GOLD WATER PIPE PER N.E.G. O TELEPHONE OUTLET (VOICE). U5E 4" SQUARE .JUNCTION BOX WITH PHONE JACK AND GOVERPLATE. RUN I° EMPTY CONDUIT WITH PULL WIRE INTO WALL, UP WALL TO STRUCTURE ABOVE, BACK TO TELEPHONE BOARD. SUMMARY OF TELEPHONE LINE REQUIREMENTS - (I) LINE REQUIRED AT BACKWRAP FOR HANDSET (I) DEDICATED PHONE LINE AT GASHWRAP FOR CREDIT VERIFICATION, EQUIPMENT, MODEM, ETC. ® GAT -3 GABLE( BY CONTRACTOR) IN DATA CONDUIT WITH PULL WIRE(BY E.G.) 0 TELEPHONE GABLE(BY TELEPHONE CONTRACTOR) IN 3/4 CONDUIT WITH PULL WIRE(BY E.G.) TELEPHONE RISER DIAGRAM RECEIVED CITY OF TUKWILA APR 13 2010 PERMIT CENTER SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 4,20_ AUDIO DETAIL TRANSFORMER SIDE OFREAR DELIVERY DOOR (EDWARDS #5510) — BDUyZZER BELLOW DESK MANAGER'S DESK (MANAGER'S AREA) - BUZZER MTD. INSIDE BACKWRAP COUNTER (EDWARDS W125) (STOCK AREA) STORE NO. 7010 1. CONTRACTOR SHALL INSTALL AN ETHERNET CABLE (TWISTED SHIELDED CABLE) FROM THE MANAGER'S DESK TO THE SALES AREA FLOOR ABOVE STOCKROOM ENTRANCE DOOR, TYPICALLY BELOW OR ABOVE THE EXIT SIGN. NOTE: DO NOT TERMINATE CABLE NEAR OR ON METAL POLES OR RACKS. 2. LABLE CABLE AT MANAGER'S DESK AS 'ACCESS POINT'. 3. CONTRACTOR SHALL INSTALL CABLE LEAVING ANY AND ALL SLACK COIL IN MANAGER'S AREA. 4. MATERIALS TO BE SUPPLIED BY FOOT LOCKER. 5. CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 15, INCHES FROM ALL NOISE EMANATING ELECTRICAL EQUIPMENT (e.g. BALLASTS, POWER FEEDER CABLES, ETC.) FOR ENTIRE CABLE RUN. 6. CONTRACTOR SHALL PERFORM A CONTINUITY CHECK FOR EACH CONDUCTOR TERMINATED AT EACH END OF THE INSTALLED CABLES, INCLUDING CABLE SHIELD. 1. CONTRACTOR SHALL LEAVE ONE AS BUILT COPY OF THIS DRAWING WITH STORE MANAGER(S). SHEET TITLE MISCELLANEOUS ELECTRICAL DETAILS 5. CONTRACTOR SHALL INSTALL (2) SCREWS TO BE USED TO HANG 114E ACCESS POINT. THE HEAD OF THE SCREWS MAY NOT TO EXCEED 1/4" IN DIAMETER. THERE MUST BE A MINIMUM CLEARANCE OF S" SHEET NO. E41 GENERAL NOTES 16 GA TRACK ATTACHED TO ROOF JOIST WITH (2) \*10 TEKS TOP 4 BOTTOM. SEE E /SI.I ROPPEr 1/8" = 1' -0" ROOF JOIST BEYOND C (2) elm TEKS EACH SIDE \ \i BOX BEAM: (2) 6' -18 GA STUDS BOXED WITH 3- 5/S' -18 GA TRACKS TOP 4 BOTTOM. SEE D /SI.1 FOR BEAM CONSTRUCTION.' ATTACH BEAM TO ROOF JOISTS AT EACH END PER DETAIL E /SI.1 16, GA. FRAMING CLIP. ATTACH TO BOX BEAM AND STUD BRACE WITH (4) *10 TEKS EACH. \/ \ \ \ \ 6 ° -IS GA STUD (TYP. OF 2) STUD BRACE FROM BELOW 0 48° O.C. ,t."u- \gKIMEU`1r a 1 'QUg`L-1 JE I 3/4" = 1' -0" 10 TEK SCREW INTO JOIST AT EACH END SOFFIT STUD FROM BELOW gal 16' O.C. o OK 3 0 TEK SCREWS a 12' O.C. -TYP. 1 -1/2' DEEP TRACK - WIDTH AS SPECIFIED. MATCH STUD GA. (TYP. TOP AND BOT.) KlacfflaUgVIIICgag 81.1 3" = 1' -0" SEE DET. C/51.1 FOR ATTACHMENT TO STRUCTURE ABOVE EXIST. MTL. ROOF DECK n EXIST. STL. ROOF JOIST (2) #Im TEKS - TYP. TOP 4 BOTTOM 16 GA. TRACK (TYP.) (3) 10 TEKS EACH SIDE OF BEAM (TYP.) BOX BEAM (TYP.) - SEE PLAN FOR SIZE 0 (o) Lr\ gC=OU V WRi_ U 81.1 1 -1/2" = 1' -0" II IMP' 12' -0" AFF FIN. CLG. FINISHED CEILING SEE ARCH. 11' -6" A.F.F. 3 5/8" X 20GA. DIAGONAL BRACING @ 48" O.C. TO STRUCTURE ABOVE. PER DET. C/S 1.1 (4) #10 TEK SCREWS 3 5/8" X 20 GA. MTL FRAMING © 16" O.C. TO STRUCTURE ABOVE PER DET. C/51.1 B �I grzEr110K1 sty 3.= 1. -0.. FINISHED CEILING - SEE ARCH. STRUCTURAL NOTES: A. GENERAL 1. THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. 2. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. 6. EXISTING BUILDING: PROVIDE TEMPORY SUPPORTS AND OTHER MEASURES AS REQUIRED TO PREVENT DAMAGE TO THE EXISTING BUILDING DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS WHICH AFFECT THE NEW CONSTRUCTION. B. GOVERNING CODE 2006 INTERNATIONAL BUILDING CODE 1. EARTHQUAKE DESIGN DATA: A. SEISMIC IMPORTANCE FACTOR = 1.0 B. SEISMIC USE GROUP = 1 C. Ss = 1.473, Si = 0.507 E. SITE CLASS = D F. Sos = .982, SDI _ .507 G. SEISMIC DESIGN CATEGORY = D F. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 2. INTERIOR LATERAL LOAD = 5 PSF 3. DESIGN ROOF SNOW LOAD = 30 PSF C. LIGHTGAGE METAL FRAMING 1. MATERIALS A. STUDS AND TRACKS: ASTM A446 GRADE D, Fy = 33 KSI. REVIEWED FOR CODE COMPLIANCE APPRnvED APR 2 1 2010 City of Tukwila BUILDING DIUI ifl l 2. SPECIFICATIONS: A. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY LATEST REVISIONS OF: 1. AISC SPECIFICATIONS OF THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCTURAL WELDING CODE, AWS D1.3. -98 OF THE AMERICAN, WELDING SOCIETY. 3. PROPERTIES: A. LIGHTGAGE FRAMING MEMBERARE BASED ON CSJ (1 5/8" FLANGE) STUDS WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY. ALTERNATE MANUFACTURES'S FRAMING SIZES SHALL MEET THE MINIMUM SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. 4. CONNECTIONS A. ALL CONNECTIONS TO BE #10 TEK SCREWED OR FIELD WELDED. 5. FINISH: A. ALL MATERIALS TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G -6 B. TOUCH UP FIELD WELDS WITH ZINC RICH PAINT. 6. MISCELANEOUS: A. B. C. D. E. F. G. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION DEFLECTION LIMIT = L/36 ALL FIELD CUTTING TO BE PERFORMED WITH A SAW. WELD SIZES TO BE 3/32" WITH AWS TYPE 6013 OR 7014 ROD. TRACKS TO BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT 4' -0" 0.0. MAXIMUM FOR WALLS PROVIDE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOWN OTHERWISE. D. SPECIAL INSPECTION 1. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR THEIR AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTIONS SHALL BE PAID BY THE OWNER. RECEIVED 2. REQUIRED SPECIAL INSPECTIONS: CITY OFR A. NO SPECIAL INSPECTION REQUIRED. APR 1 3 2010 PERMIT CENTER 04/ 2/10 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ENGIEER: JOSEPH LNEWIS, P.E. CONSULTING STRUCTURAL ENGINEER 2000 W. HENDERSON RD. SUITE 5 COLUMBUS, OH 43220 Phone (614) 326 -2806 Fax (614) 326 -2805 REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 03/11/10 DOB /OWNER COMMENTS 04/12/10 - -- 153' -4 3/4' LEASE LINE DIMEN5IGN SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. 24' -0' 24' -0' 24' -0' 24' -0' 24 -0' 100164 DRAWN BY: - - J ❑ (2) 6 " -18 GA. MTL. - BOX BEAM (TYP.) SEE DET. D /S1.1 • NEW SOFFIT FRAMING u L 6 6 EXIST. 16" DEEP JOISTS _ EXIST. MALL COLUMNS r /% w _ j @ 7' -0" O.C. (TYP.) %% j i, 'y _ - % I Q e S1.1 m Q- Wo co v) o c> N W - - ❑ 16 GA TRACK ATTACHED TO ROOF JOIST WITH (2) \*10 TEKS TOP 4 BOTTOM. SEE E /SI.I ROPPEr 1/8" = 1' -0" ROOF JOIST BEYOND C (2) elm TEKS EACH SIDE \ \i BOX BEAM: (2) 6' -18 GA STUDS BOXED WITH 3- 5/S' -18 GA TRACKS TOP 4 BOTTOM. SEE D /SI.1 FOR BEAM CONSTRUCTION.' ATTACH BEAM TO ROOF JOISTS AT EACH END PER DETAIL E /SI.1 16, GA. FRAMING CLIP. ATTACH TO BOX BEAM AND STUD BRACE WITH (4) *10 TEKS EACH. \/ \ \ \ \ 6 ° -IS GA STUD (TYP. OF 2) STUD BRACE FROM BELOW 0 48° O.C. ,t."u- \gKIMEU`1r a 1 'QUg`L-1 JE I 3/4" = 1' -0" 10 TEK SCREW INTO JOIST AT EACH END SOFFIT STUD FROM BELOW gal 16' O.C. o OK 3 0 TEK SCREWS a 12' O.C. -TYP. 1 -1/2' DEEP TRACK - WIDTH AS SPECIFIED. MATCH STUD GA. (TYP. TOP AND BOT.) KlacfflaUgVIIICgag 81.1 3" = 1' -0" SEE DET. C/51.1 FOR ATTACHMENT TO STRUCTURE ABOVE EXIST. MTL. ROOF DECK n EXIST. STL. ROOF JOIST (2) #Im TEKS - TYP. TOP 4 BOTTOM 16 GA. TRACK (TYP.) (3) 10 TEKS EACH SIDE OF BEAM (TYP.) BOX BEAM (TYP.) - SEE PLAN FOR SIZE 0 (o) Lr\ gC=OU V WRi_ U 81.1 1 -1/2" = 1' -0" II IMP' 12' -0" AFF FIN. CLG. FINISHED CEILING SEE ARCH. 11' -6" A.F.F. 3 5/8" X 20GA. DIAGONAL BRACING @ 48" O.C. TO STRUCTURE ABOVE. PER DET. C/S 1.1 (4) #10 TEK SCREWS 3 5/8" X 20 GA. MTL FRAMING © 16" O.C. TO STRUCTURE ABOVE PER DET. C/51.1 B �I grzEr110K1 sty 3.= 1. -0.. FINISHED CEILING - SEE ARCH. STRUCTURAL NOTES: A. GENERAL 1. THE STRUCTURE IS DESIGNED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. 2. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. 6. EXISTING BUILDING: PROVIDE TEMPORY SUPPORTS AND OTHER MEASURES AS REQUIRED TO PREVENT DAMAGE TO THE EXISTING BUILDING DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS WHICH AFFECT THE NEW CONSTRUCTION. B. GOVERNING CODE 2006 INTERNATIONAL BUILDING CODE 1. EARTHQUAKE DESIGN DATA: A. SEISMIC IMPORTANCE FACTOR = 1.0 B. SEISMIC USE GROUP = 1 C. Ss = 1.473, Si = 0.507 E. SITE CLASS = D F. Sos = .982, SDI _ .507 G. SEISMIC DESIGN CATEGORY = D F. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 2. INTERIOR LATERAL LOAD = 5 PSF 3. DESIGN ROOF SNOW LOAD = 30 PSF C. LIGHTGAGE METAL FRAMING 1. MATERIALS A. STUDS AND TRACKS: ASTM A446 GRADE D, Fy = 33 KSI. REVIEWED FOR CODE COMPLIANCE APPRnvED APR 2 1 2010 City of Tukwila BUILDING DIUI ifl l 2. SPECIFICATIONS: A. WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS. DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY LATEST REVISIONS OF: 1. AISC SPECIFICATIONS OF THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 2. STRUCTURAL WELDING CODE, AWS D1.3. -98 OF THE AMERICAN, WELDING SOCIETY. 3. PROPERTIES: A. LIGHTGAGE FRAMING MEMBERARE BASED ON CSJ (1 5/8" FLANGE) STUDS WITH DIETRICH INDUSTRIES SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY. ALTERNATE MANUFACTURES'S FRAMING SIZES SHALL MEET THE MINIMUM SECTION PROPERTIES AND ALLOWABLE RESISTING MOMENT CAPACITY OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. 4. CONNECTIONS A. ALL CONNECTIONS TO BE #10 TEK SCREWED OR FIELD WELDED. 5. FINISH: A. ALL MATERIALS TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G -6 B. TOUCH UP FIELD WELDS WITH ZINC RICH PAINT. 6. MISCELANEOUS: A. B. C. D. E. F. G. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION DEFLECTION LIMIT = L/36 ALL FIELD CUTTING TO BE PERFORMED WITH A SAW. WELD SIZES TO BE 3/32" WITH AWS TYPE 6013 OR 7014 ROD. TRACKS TO BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT 4' -0" 0.0. MAXIMUM FOR WALLS PROVIDE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOWN OTHERWISE. D. SPECIAL INSPECTION 1. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR THEIR AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTIONS SHALL BE PAID BY THE OWNER. RECEIVED 2. REQUIRED SPECIAL INSPECTIONS: CITY OFR A. NO SPECIAL INSPECTION REQUIRED. APR 1 3 2010 PERMIT CENTER 04/ 2/10 FOOT LOCKER, INC. STORE PLANNING DEPT 112 WEST 34TH STREET NEW YORK, NY 10120 ENGIEER: JOSEPH LNEWIS, P.E. CONSULTING STRUCTURAL ENGINEER 2000 W. HENDERSON RD. SUITE 5 COLUMBUS, OH 43220 Phone (614) 326 -2806 Fax (614) 326 -2805 REVISIONS NO. DESCRIPTION DATE FIRST ISSUE 03/11/10 DOB /OWNER COMMENTS 04/12/10 PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE SOFFIT FRAMING PLAN SHEET NO. S 1 1 DATE: 03/11/10 SCALE: AS NOTED GROSS AREA: 7180 SQ. FT. FL SALES AREA: 2,694 SQ. FT. HOH SALES AREA: 1,148 SQ. FT. PROJECT # : 100164 DRAWN BY: PROJECT TITLE SOUTHCENTER MALL 633 SOUTHCENTER PKWY TU KW I LA, WA 98188 SPACE # 340 STORE NO. 701 O SHEET TITLE SOFFIT FRAMING PLAN SHEET NO. S 1 1